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HomeMy WebLinkAbout42840-Z �4�g0FP oLkca�y Town of Southold 5/8/2019 0 P.O.Box 1179 * s 53095 Main Rd ya �yS Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40366 Date: 5/8/2019 TRIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 32 Millstone Ln Unit 16, Cutchogue SCTM#: 473889 See/Block/Lot: 102.1-1-16 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/14/2018 pursuant to which Building Permit No. 42840 dated 7/6/2018 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 and attached two carag_rage as applied for (Unit 16) The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0069 5/6/2019 ELECTRICAL CERTIFICATE NO. 42840 1/9/2019 PLUMBERS CERTIFICATION DATED 4/16/2019 A S olk Plum ' g Cont. 1 t ed Signature -z tK TOWN OF SOUTHOLD cPGy BUILDING DEPARTMENT TOWN CLERK'S OFFICE o� • 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#: 42840 Date: 7/6/2018 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#16, B-1 model) At premises located at: 32 Millstone Ln Unit 16, Cutchogue SCTM # 473889 Sec/Block/Lot# 102.1-1-16 Pursuant to application dated 6/14/2018 and approved by the Building Inspector. To expire on 1/5/2020. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,704.80 CO -NEW DWELLING $50.00 Total: $1,754.80 Bui ing nspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: ,A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%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 bu'ildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to'inspect signed by,the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling'$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00. Swimming pool$50,00,Accessory building$50.00,Additions to accessory building$50.00,0 Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 I Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 . . - 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00, Date. b a New Construction: 3 V/ Old or Pre-e istingq��(check o )Location of Property: G House No. Street Hamlet Owner or Owners of Property: �I, G �'' �.Qi✓ � (,,1.�� Suffolk County Tax Map No 1000, Section Block 'Lot ( bddii�vvsiO T 21 C G"�- Filed Map. 7 Lot: Pertnit No (� late of Permit. A licant: / �/ — p pP Q Health Dept. Approval: !N Underwriters Approval: Planning Board Approval: /? Request for: Temporary Ceitifi ate Final Certificate: ( ec ee) A Fee Submitted:$ R )ica ig CONSENT TO INSPECTION ( ��� �✓i �—' the undersigned,do(es)hereby state: Owner(g)Names) 'That the undersigned is ( e)t)� /°wn r(s)ofpe premises iMm; Southold, located at (, �l �^-2 Which is 4hown and designated on the Suffolk ounty Tax Map as District 1000, Section �;.0 I Block 0 Lot tk)_. That the undersigned(has) (have)filed,or cause to be filed,an application in the Southold Town BuildiIn ver tor's Office for the f llowirig;, ltd ✓ ,,V 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. 4 Dated: l (Print N (Signature) (Print Name) I pF SO!/��®l Town Hall Annex Telephone(631)765-1802 54375 Main Road y Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 ® • y® roper.riche rt(cb-town.south old.ny.us Cou ,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Rimor Development LLC Address: 32 Millstone Ln (unit-16) City Cutchogue St: New York Zip: 11935 Building Permit#. 42840 Section 102.1 Block- 1 Lot, 16 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 40 Ceiling Fixtures 14 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 7 Wall Fixtures 4 Smoke Detectors 2 Main Panel 150a A/C Condenser 1 Single Recpt 2 Recessed Fixtures 34 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 N Twist Lock Exit Fixtures TVSS Other Equipment: 1-combination smoke / co detector, 3-bath fans, 7-ARC fault circuit breakers, 6-combination GFCI/ARC fault circuit breakers Notes Inspector Signature: Date: January 9 2019 81-Cert Electrical Compliance Form.xls 'z Town Hall AnnexTelephone(631)765-1802 54375 Main Road cn tFFax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 Ou BUILDING DEPARTMENT TOWN OF SOUTHOLD �� �,0�� D 3 0 APA 1 6 2019 4— -") "' CERTIFICATION I TOWN O'F SO'U Date: Building Permit No. OwnerJAVVov— (Please print) Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (PlumWrs Signature) Sworn to before me this I U� day of 20 AINM FIORITA j Notary Public,State of Navy York Reg.No.0IF16368W4 Qualffied in Suffolk C Notary Public, County Commission r--xplre;WjYA--';( q"ysqo a0F SOUTy �o� olo # # TOWN OF SOUTHOLD BUILDING DEPT. °`ycnurm,N�'' 765-1802 INSPECTION . [Vl/,/F OUNDATION 1ST [ ] ROUGH PLEIG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION -----[--]--FIRE-RESISTANT CONSTRUCTION -FIRE-RESISTANT PENETRATION__ [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 1 pM IR!, lS • DATE l[<! INSPECTOR vn rr 4�- 1C� # # TOWN OF SOUTHOLD BUILDING DEPT. `ycou765-1802 INSPECT ON ] FOUNDATION 1ST [ ROUGH PLBG. [ ] 7FRAMING UNDATION 2ND [ ] INSULATION /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION - [ ] -FIRE RESISTANT-CONSTRUCTION___[__] _FIRE RESISTANT PENETRATION._ [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: _V�(AVI11A 4 K 1116 P DATE 4 O INSPECTOR I 1 �o��,oF soulyolo * #qo TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] R UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION - -- -[- ]- FIRE-.RESISTANT CONSTRUCTION [ ]_ FIRE-RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] EUECTRICAL (FINAL) [ ] CODE VIOLATION [ CAUL NG R ARKS: 6yo-, 61I/ �QJ5�1If1� �o ongo� �YAAmA W, fA- DATEINSPECTOR ho�aOF SOUTho� TOWN OF SOUTHOLD BUILDING DEPT. �o • �o courm,N� 765-1802 INSPECTION , 4z-� 40- I FOUNDATION 1ST [ ] ROUGH PLSG. p k1 [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION- [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE 1 6 INSPECTOR OF SOUTyo # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING /STRAPPING [ FINAL ff O [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION- _[._] -_FIRE_RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 1 X11/ Y � t It s v� ��( �kt000-� Q(vwl L DATE 3 y INSPECTOR Lk zffff P' MECHANICAL CORPORATION AM- HEATING AND AIR CONDITIONING March 11,'2019 D Michael J. Verity APR 1 6 2019 Town of Southhold Building Department Town Hall Annex Building BUILDE401-a ' 54375 Route 25 TOWN OF SOUTHDLD Southhold, NY 11971 Tel: (631) 765-1802 Fax: (631) 765-9502 Subject: Harvest Point Residential Units Dear Mr. Verity Please be advised that the basements of all the residential units at the above referenced project have been included in our Manual J load calculations. Best regards, Louis DeSantis President 20 Feldland Street, Bohemia. NY 11716 - (631) 563-1298 • Fax, (631) 563-2954 r i i Job: - wrightsoft� Manual S Compliance Report Date: Jan 04,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email rb delfino@energytestingservices corn t Project • • For. 32 Millstone Lane, Cutchogue, NY 11935 ` Cooling Equipment Design Conditions Outdoor design DB. 83.0°F Sensible gain: 14365 Btuh Entering coil DB 75.7°F Outdoor design WB. 71.0°F Latent gain. 2523 Btuh Entering coil WB: 63.3°F Indoor design DB 75 0°F Total gain 16888 Btuh Indoor RH. 50% Estimated airflow 700 cfm �. Manufacturer's Performance Data at Actual Design Conditions DD Equipment type Split AC APR 1 6 2019 Manufacturer: Generic Model SEER 16 Actual airflow: 700 cfm Sensible capacity 14700 Btuh 102%of load ?�: �i `ry f%:ui ''. Latent capacity 6300 Btuh 250%of load T® 1 OF SOLD Total capacity: 21000 Btuh 124%of load SHR- 70% Heating Equipment Design Conditions Outdoor design DB: 10.0°F Heat loss: 29798 Btuh Entering coil DB: 63 3°F Indoor design DB: 68.0°F i Manufacturer's Performance Data at Actual Design Conditions Equipment type Gas furnace Manufacturer Generic Model. AFUE 92 Actual airflow: 700 cfm Output capacity 36800 Btuh 123%of load Temp rise 0 °F i Meets all requirements of ACCA Manual S. i wrightsoftm 2019-Jan-04 14 37 57 �A+ em u�•, o m Right-Suite®Universal 2018 18 0 32 RSU20066 Page 1 A 0 A mor Model B1 MAN JSD\Rimor Model B1 MAN JSD rup Calc=MJ8 Front Door faces W I • Form Residential Plans Examiner '-vie RPER1 ACCK� for HVAC System ® - • (Loads, 15 Mar 09 nrco,dr�rycamad;,sawrera Header Information Contractor Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets) Yes ❑ No ❑ Mechanical license or MJ 1AE Form*(and supporting worksheets) Yes ❑ No ❑ OEM performance data(heating,cooling,blower) Yes ❑ No ❑ Building plan# Manual D Friction Rate Worksheet Yes ❑ No R Duct distribution sketch Yes ❑ No F1 Home address(Street or Lot#,Block,Subdivision) 32 Millstone Lane, Entire House HVAC LOAD CALCULATION .0 Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature 10 °F Orientation Front Door faces West Indoor temperature 68 of North,East,west,South,Northeast,Northwest,southeast,southwest Total heat loss 29798 Btuh Number of bedrooms 2 Conditioned floor area 3318 ftz Summer Design Conditions Number of occupants 3 Outdoor temperature 83 °F Indoor temperature 75 °F Windows Roor Grains difference 30 gr/Ib @50% RH Eave overhang depth 100 ft Sensible heat gain- 16324 Btuh Internal shade none Blinds,drapes,etc Eave Latent heat gain 2867 Btuh Depth Window Total heat gain 19190 Btuh Number of skylights 0 HVAC EQU IPM ENT SELECTION .0 Heating Equipment Data Cooling Equipment Data Blower Data Equipment type Gas furnace Equipment type SplitAC Heating cfm 700 Furnace,Heat pump,Boiler,etc Air Conditioner,Heat pump,etc Cooling cfm 700 Model Generic Model Generic Static pressure 0 60 in H2O AFUE 92 SEER 16+ Fan's rated external static pressure for design airflow Heating output capacity 36800 Btuh Total cooling capacity 0 Btuh Heat pumps-capacity at winter design outdoor conditions Sensible cooling capacity 0 Btuh Aux heating output capacity 0 Btuh Latent cooling capacity 0 Btuh HVAC DUCT DISTRIBUTION •I Design airflow 700 cfm Longest supply duct 200 ft Duct Materials Used Equipment design ESP 0 60 in H2O Longest return duct 171 ft Trunk duct Sheet metal Total device pressure losses -0 6 in H2O Total effective length(TEL): 371 ft Available static pressure(ASP): 0 01 in H2O Friction rate: 0 003 in/100ft Branch duct Round flex metal Friction Rate=ASP-(TELx 100) I declare the load calculation,equipment,equipment selection an4 duct design were rigorously performed based on the building plan listed above. o- • the claims made • - -forms will be subject,to review and verification. Contractor's printed name. Contractor's signature Date Reserved for County,Town Municipality orAuthority having jurisdiction use. `Homequalifies for MJ1AE Form based on Abridged Edition Checklist Wrog17tSO$it` Ri ht-Suite®Universal 2018 18 0 32 RSU20066 i Load Short Form Job: - wrightsoftm Date: Jan 04,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email rb delfrno@energytestingservices.com E Project • • For. 32 Millstone Lane, Cutchogue, NY 11935 I Design Information 4 Htg Clg Infiltration Outside db(°F) 10 83 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial)/1 Design TD (°F) 58 8 Pressure/AVF 50 Pa/983 cfm Daily range - M Inside humidity(%) 50 50 i Moisture difference(gr/Ib) 44 30 I HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Cod AHRI ref Efficiency 92 AFUE Efficiency 12 8 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 14700 Btuh Heating output 36800 Btuh Latent cooling 6300 Btuh Temperature rise 48 °F Total cooling . 21000 Btuh Actual air flow 700 cfm Actual air flow 700 cfm Air flow factor 0 027 cfm/Btuh Air flow factor 0.050 cfm/Btuh Static pressure 060 in H2O Static pressure 060 in H2O Space thermostat Load sensible heat ratio 085 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Bed 2 205 1594 i 1311 43 66 Bath 2 47 0 0 0 0 Laundry 46 310 524 8 26 Lav 27 287 31 8 2 Stair 2 43 307 51 8 3 M bath 109 1805 538 48 27 M bed 417 5429 f 2576 145 130 CL 10 0 0 0 0 Foyer 75 1020 ', 323 27 16 Mud 44 436 140 12 7 Kitchen 145 219 1676 6 85 Breakfast 95 1585 1833 42 92 Living 216 4332 2478 115 125 Great room 180 1897 1614 51 81 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed q Wrightsofft- 2019-Jan-04 14 37 57 nM,rr-ram.n+h w•� Right-Suite@ Universal 2018 18 0 32 RSU20066 Page 1 XCX mor Model B1 MAN JSD1Rimor Model B1 MAN JSD rup Calc=MJ8 Front Door faces W Stair 0 43 246 12 7 1 Bsmnt 1616 6787 768 181 39 Entire House 3318 26254 13876 700 700 Other equip loads 3544 489 Equip. @ 0.88 RSM 12641 Latent cooling 2523 TOTALS 3318 29798 15164 700 700 a Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2019-Jan-04 14.37 57 p/_/�� WCigh�SOT$'" R� ht-Suite®Universal 2018 18 0 32 RSU20066 /'7�iV11 9 Page 2 i mor Model 131 MAN JSD\Rimor Model B1 MAN JSD rup Calc=MJ8 Front Door faces W ® Project Job: �+ wright5oft Pt Summary� Date: Jan 04,zoos Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email r b delfino@energytestmgservices com Project- Information For 32 Millstone Lane, Cutchogue, NY 11935 Notes: ® ' e e • Weather Suffolk Co Ap, East Quogue(Islip Dd), NY, US Winter Design Conditions Summer Design Conditions Outside db 10 °F Outside db 83 °F Inside db 68 °F Inside db 75 °F Design TD 58 °F Design TD 8 'F Daily range M Relative humidity 50 % Moisture difference 30 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 26254 Btuh Structure 13876 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(56 cfm) 3544 Btuh Central vent(56 cfm) 489 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 29798 Btuh Use manufacturer's data n Rate/swing multiplier 088 Infiltration Equipment sensible load 12641 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial) / 1 Pressure/AVF 50 Pa/983 cfm Structure 1376 Btuh Ducts 0 Btuh Central vent(56 cfm) 1147 Btuh Heating Cooling Outside air Area(ftZ) 3318 3318 Equipment latent load 2523 Btuh Volume(ft) 19660 19660 Air changes/hour 025 Oil Equipment Total Load(Sen+Lat) 15164 Btuh Equiv AVF(cfm) 83 38 Req.total capacity at 0 70 SHR 15 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Coll AHRi ref Efficiency 92 AFUE Efficiency 12 8 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 14700 Btuh Heating output 36800 Btuh Latent cooling 6300 Btuh Temperature rise 48 °F Total cooling 21000 Btuh Actual air flow 700 cfm Actual air flow 700 cfm Air flow factor 0 027 cfm/Btuh Air flow factor 0 050 cfm/Btuh Static pressure 060 in H2O Static pressure 060 in H2O Space thermostat Load sensible heat ratio 0.85 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -Fp-wriphtsaft, 2019-Jan-04 14 37 57 •W-•+e�-w....,a.,.., Right-SuiteO Universal 2018 18 0 32 RSU20066 Page 1 ACCN mor Model B1 MAN JSD1Rimor Model B1 MAN JSD rup Calc=MJ8 Front Door faces W V N Level 2 x`150 cfm 111 cfm &79 cfm Living Breakfast Bed 2 adiab 9198 cfm Great room Ktchen K 101`cfm Bath 2 7 3 dm 1\33 cfm Mud 1 Laundry Foyer k32 cf CL v 9 cfm Broan Exhaust Stair 2 Fan Model L150 �10 Cfrr 56 CFM Energy Star Continous User Timer M bath 9158 cfm Garage 8174 cfm M bed Job #: Energy Testing Services LLC Scale 1 . 97 Performed by Energy Testing Services... Page 1 1648-A Locust Ave Right-Sude®Universal 2018 32 Millstone Lane Bohemia,NY 11716 18 0 32 RSU20066 Cutchogue,NY 11935 Phone 631-244-2627 2019-Jan-04 14 38 09 r b delfino@energytestings ery ices com N JSD1Rimor Model B1 MAN JSD i N i Level 1 I 0,"P , 10x16 217cfm 8 r i i 1 225.fm adiaba 0 14"� r 9' 26" Bsmnt 261, 26x16 Makeup air 56 CFM Skutlle Model 2161 /` 5 ' 12 x 16 4 , Stair 0 ; 4 8 cfm 1 i 1 I I t Job#: Scale 1 - 97 Performed by Energy Testing Services... Energy Testing Services LLC Page 2 1648-A Locust Ave RightSuite®Universal 2018 32 Millstone Lane Bohemia,NY 11716 18 0 32 RSU20066 Cutchogue,NY 11935 Phone 631-244-2627 2019-Jan-04 14 38 09 r.b delfino@energytestingservices com N JSD\Rimor Model B1 MAN JSD Duct System Summary Job: wrightsoft, Date: Jan 04,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email r delfino@energytestingserv,ces com Project • • For: 32 Millstone Lane, Cutchogue, NY 11935 f i i 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 0005/0.005 In H2O 0005/0005 In H2O Lowest friction rate 0.003 In/100ft 0 003 in/100ft Actual air flow 700 cfm 700 cfm Total effective length(TEL) 371; ft Supply BrancWDetailTable Design Htg Clg Design Diam H x W Duct Actual Ftg Eqv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk Bed 2 c 1311 51 79 0 003 8 0 Ox O` MtFx 42.3 140.0 st2 Breakfast c 1833 51 111 0.003 100 Ox 0 MtFx 34.0 160.0 st2A Bsmnt h 6787 217 46 0 003 140 Ox 0' MtFx 32.0 130.0 st2 Foyer h 1020 33 20 0.003 5 0 Ox D MtFx 9 3 165.0 st2 Great room c 1614 61 98 0 003 9 0 Ox 0' MtFx 17.5 150.0 st2 Kitchen c 1676 7 101 0.003 9 0 Ox 0 MtFx 17 3 160.0 st2 Laundry c 524 10 32 0 003 5 0 Ox 01 MtFx 25 0 175.0 st1 Lav h 287 9 2 0 003 40 Ox Oi MtFx 15 0 1650 st1 Living c 2478 139 150 0 003 100 Ox d MtFx 30 5 1500 st2A M bath h 1805 58 33 0 003 7 0 Ox 0`' MtFx 213 1400 st1 M bed h 5429 174 156 0 003 12.0 Ox 0 MtFx 30 3 1300 st1 Mud h 436 14 9 0 003 4.0 Ox 0' MtFx 18 8 1750 st2 Stair 0 h 246 8 1 0 003 4.0 Ox 0' MtFx 15 0 1500 st1 Stair h 307 10 3 0.003 4.0 Ox 0; MtFx 11.5 1600 st1 • e ® - • Trunk Htg Clg Design Veloc Diam ! H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk i st2A Peak AVF 189 261 0 003 235 17.1 16 x 10 ShtMetl St2 st2 Peak AVF 572 614 0 003 213 236 16 x 26 ShtMetl st1 Peak AVF 268 226 0 003 201 17.4 16 x 12 ShtMetl w i r Bold/italic values have been manually overridden i 2019-Jan-04 14 37 57 Wt9htSOm6 Right-Suite@ Universal 2018 18 0 32 RSU20066 Pae 1 9 �1�ivT1. mor Model B1 MAN JSD\Rimor Model B1 MAN JSD rup Calc=MJ8 Front Door faces W Return Branch 'betail Table Grille Htg Clg TEL Design Veloc Dlam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Mat] Trunk rb2 Ox 0 615 793 1705 0 003 215 260 Ox 0 MtFx rt1 rb3 Ox 0 225 47 1383 0 003 210 14.0 Ox 0 MtFx rt1A D.e.tjil Ta • I- Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt1A Peak AVF 225 47 0 003 210 14.0 0 x 0 ShtMetl rt1 rt1 Peak AVF 840 840 0 003 228 260. 0 x 0 ShtMetl WrlghO 2019-Jan-04 14 37 57 Page 2 Ri ht-Suite@ Universal 2018 18 0 32 RSU20066 Pa 9 9 mor Model B1 MAN JSD\Rimor Model 131 MAN JSD rup Calc=MJ8 Front Door faces W Home Energy Rating certificate Property HERS Inkberry 61 Rating Type: Confirmed Certified Energy Rater: Michael Caruso Harvest Pointe Rating Date: 2019-03-08 Rating Number: 2019 32 Millstone Ln Registry ID: 394032780 Cutchogue , NY 11935 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 54 Efficient Home Comparison: 46% Better Heating 56.8 $1162 68% General Information Cooling 0.8 $31 2% Conditioned Area 3214 sq. ft. House Type Townhouse, end unit Hot Water 11.0 $202 12% Conditioned Volume 30910 cubic ft. Foundation Conditioned basement Lights/Appliances 22.4 $301 18% Bedrooms 2 Photovoltaics -0.0 $-0 -0% Service Charges - $16 1% Mechanical Systems Features Total 90.9 $1712 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 International Energy Conservation Code Ventilation System Exhaust Only: 100 cfm, 23.2 watts. ECCC New York State 2016 Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features - -- Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under Sealed Attic NA Exposed Floor NA 0 Vaulted Ceiling NA Window Type U-Value: 0.320, SHGC: 0.300 Above Grade Walls R-21.0 Infiltration Rat 1385 Clg: 1385 CFM50 Foundation Walls R-13.0 Me [owl door 1!)5,5-1!)5,5- Coo 361 o n — d 3 •r. c y 0,56 Energy Testing Services LLC. Lights and Appliance Features 1648 Locust Ave Unit A ' Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Natural gas Bohemia, NY 11716 ! Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Natural gas 631-244-2627 Refrigerator (kWh/yr) 623 Clothes Dryer CEF 3.93 Fax# Dishwasher (kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate- Residential Energy Analysis and Rating Software v15.7.1 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. - i • Energy Testing Services 2019 Combustion Safety Tetsting Form Certified Home Address: 32 Millstone 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: 2019-03-08 Outdoors Temp During Test: 35 of CAZ Depressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM F Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No❑✓ Net Change: N/A pa. If Yes,Total CFM Simulated (explain to notes) i NOTES: edting System Primary: Yes❑✓ No❑ Type: Furnace Q Boiler❑Heat Pumper Other❑ tFe �Ven -'C CtE cien OuelTvz = - Cir`cleasckl -° orst_Case atural_,°,_A orsfaCase yattiral Rating:95.0No P❑O❑E❑ N❑N0ME S_E N/A Pa ❑✓Pass Fail❑_ Pass❑✓_Fail❑ N/A PPM NIA PPM Water Hetrter Primary: Yes ❑_✓ Type: Standard TankO-Indirect Tankless ❑ Size: 75 0 Style Common Vent El No Instantaneous❑Commercial (See Note 5 below) (Gallons) 4 Stand Alone ❑✓ TVentinQ'Type 3'. Drat 'S'i- p ZIaQe_ Syillape,(Naturat)" COw° CO" E tcien - Fu_el Tvne (Circle Type)-` (Pgscdl), � __. _(Worse Case)___ _,__ '(6Porse,Case)" (Natural) EF: 0.69 NOP❑O❑E❑ N❑M❑✓ S❑ N/A Pa. Pass 0Fail❑ PassOFail❑ N/A PPM N/A PPM 'Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes❑No 0 Oven CO 8 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 z Fuel Type. ' N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting'Type,if the exhaust vent is accessible. 4 Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) s Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE. If Water Heater Type is"Commercial'and the unit is 99 gallons orfless,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons of more,enter a maximum-modeled EF of.48 Rater Name: Michael Caruso Rater Number: 7960376 Rater Signature: �� Date: 2019-03-08 I GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH . .. SUITE 202 " x ISLANOIA, NY 11749 WWW.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. 16 Permit No.42840 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. spec ully submitted, FtED,AR�,ti \5 05SRT Cyd C, $eeny,AIA, LEED AP 9 023810 Q OF NE`Ny � [ d APR 1 6 2019 TOWN OF S®11TUOLD GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLANDIA, NY 11749 E W W W.GRCHARCHITECTURE.COM (631)864-3395 I 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 -t Cutchogue,New York Unit 16 -Permit#42840 Dear Inspector Verity: Please be advised that the basements of the above referenced units constructed on site meet the requirements 7Glenrveny, ace as defined in the 2015 IRC and Energy Code as;well as the 2017 Code Supplement: r itted, REp ARC ?�0 ERT Cy �j� L�2 �I A, LEED AP O� 10238113 ' SOF NE�`l F D DD APR 1 6 2019 DUUXG TOWN N 01F so l l ari LD I ^®IRC.�f Mry J—LRC ` HTi Edi CT RE PC ' " ., H' Vf y. } ^�.;,.,,y� fixe.,-k•d.,.. M,� M�.�q/ ^ I la/ x'F 5 ExpREss DRIVE Sour SUITE 202 ISLANDIA, NY 11749 W W WARCHARCHITECTURE.COM (631)864-3395 November 14, 2018 Town of Southold Building Department DMCFE DVR 53095 Route 25 V Po Box 1179 APR 1 6 2019 Southold NY 11971 Attn. Ms.Amanda Nunemaker Plans ExaminerT97JU M1,7, =T Re: Harvest Pointe at Cutcho? OF S® OLD 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 Y" (provided±3") Flame spread index 25 or less and smoke-development index of 450 or less is,provided: Provided/Installed Bayseal Closed Cell Spray Foam Insulation report less than 4" (see products sheet) provides flame spread index of 25 or less and smoke-development index less than 450 in accordance with ASTME84. Draped Foundation Wall Insulation Blanket (Residential Code Section R302.10.1 Insulation materials, including facings shall have a flame spread index not to exceed 25 with an accompanying smoke. Development index not to exceed 450, Provided/Installed: "Ecotouch Flame Spread 25 Fiberglass Insulation: (see product cut sheet) Provides a flame spread Index of less than 25 and smoke-development Index less than 50 in accordance with ASTM espectfu ly submi ed, pgERT C/./ (9v 2.0 Glen Cherve y IA, LEED AP r��•. Principal 'q 0238�� OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O.P.O.Boa 1179 54375 State Route 25 �{ Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold,NYll Telephone:631765-1938 6 a, www.southoldtowuny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 25, 2019 Mr. Henry Alia Rimor Development LLC P.O. Box 908 Cutchogue, NY 11935 Re: Site Plan Inspection for Certificates of Occupancy Units 5 through 8 and 13 through 18 The Heritage @ Cutchogue aka Harvest Pointe 75 Schoolhouse Rd., corner of Schoolhouse Rd. & Griffing St., Cutchogue Dear Mr. Alia: The Planning Board has found that the requirements for Units# 5—8 and 13— 18 of the above-referenced Residential Site Plan have been completed based on submitted materials and the site inspection made on April 15, 2019. These units and the supporting infrastructure on site are now in general conformance with the approved site plan dated September 26, 2017 and the Planning Board supports the issuance of a Certificate of Occupancy for these ten (10) units. Please note that there are many ongoing conditions of the site plan approval, with the most relevant to the occupancy of the residential units being no parking of vehicles, equipment, or dumpsters and no staging of materials on the internal streets being used by residents. These conditions will continue to be enforced. This letter does not condone any changes from the approved site plan and approvals from other agencies. Please call the Planning Department with any questions. Respectfully, ` � � Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector James Richter, Stormwater Manager APPLICANT: S.C.T.M. 1000 (Property Owner,Design ProFessional,Agent;Contractor,Other) 01 CHAPTER 236 Se � i NAME- n Block L STORMWAAER - DRAINAGE Date: o - INSPECTION REPORT FOS DESCRIPTION Of SITE WORK TO DE COMPLETED COMPLETED Indicate All Site Work that has been completed Checking Yes/No or NA YES NO J1 NA Submit Documentation for Compliance to the Engineering Department for Review&Approval. a. Maintenance of Erosion&Sediment Controls =11- _l= b. Limits of Clearing&Area of Proposed Land Distr.rrhance. =1 c. Condition of Stockpiled Soils. d. Verification of Size& Depth of Leaching Pools. � r e. Verification of Dram Pipe Installation/Concrete Parging. _ � ��'p�,ry� � ���Pd gps eox f. Driveway Installation within the Town ROW-Highway Specifications �_� g. Final Site Grading-Effect on Adjacent Property [=J (�T D �D�. ( 6 h. Inspection of Gutter 4 Leader System -Drainage Piping i. Instalation of proposed Swimming Pool and discharge ring. Ott lCS G A V GOM �ft Z A j. Inspection of Construction Entrance/Staging Area(s). I_-__ �— _ m k. Location of proposed concrete washout area(s). �J` I1 __:5A l b" A Final ]nspectton RcDorl muni be comnletcd oriar to u_unncv of Certificate of occwpyicy. Tac amijaint has three orxno.,-s for eertincmion of ar rinc.rtistallltioiys . �k OPTION 4A. Certification of Drainage Installation with As-Built drawings prepared&Sealed by a Registered Design Professional Licensed in the State of New York. OPTION*:2. Photographs showing placement of all drainage structures with appropriate background indicating location of all structures and drainage piping. OPTION Site Inspection of open excavation prior to complete backfill and a written approval from the Town Engineering Department. OPTION*. 1. OPTION g:2. Provide Certification of Drainage Installation with As-Built drawings prepared Submit Photographs to the Town Engineering Department showing placement &Sealed by a Registered Design Professional Licensed in the State of New York. of all drainage structures with appropriate background indicating location-- Professional Certification&As-Built Drawings must be submitted to the of all installed structures and drainage piping&site grading. Town Engineering Department. TOS Review NOTES: TOS Review NOTES: ROSIDK QM -.tom COOTROF,5 Afff, t >� L ****FOR ENGINEER IN �1'A111 11- U",� ONLY**** Additional Work is Required for Approval. Reviewed& SMCP Installation is Not Complete. (See Notes Above) Approved By: — — — — — — — — — — — — —- - — — — — — — — — — ® Stormwater Management Plan Installation has been Date: Inspection*: _ Completed & Approved by the Engineering Department. FORM * SWCP Inspection Report Form-TOS October 2014 Aff �0NZ, L l'i • • • • COMMENTS FOUNDATION . PC=, � - ROUGH PLUMBING INSULATION PER N.Y. 8TATE ENERGY CODE ATTAiRRA !;*El F - i1.�; • • .�1. ��►>.�. � _��_��, ,liar ,- AA _ ♦ -i WA TOWN OF S,OiT'TA®LI➢ - -`# - - - BUILDI�T P R IT i P?l I TIOIr CHECKLIST BUILDING DEPARTMErlln;you'haveor need the following,befoTeepplyirig? - b - TOWN HALL F Board of Health ' SOUTHOLD,NY 1-1971-.- - _ - 4 sets ofBuilding Pians- TEL: (631)765-1802 Planning Board approval ey 75 FAX:-(631)-"765-9502 �- Sury Southoldtvwnny.gov _= ~' ' IZi ( i0. `0�0`_+ v' _ Check- Septic Form _ N.Y.S.D.E.C. Trustees - - 'C:O:;Application - °'� Flood Permit Examined_- l 20 _Single-&.Separate Truss Identification Form - Storm-Water 'ssessment Form_ Contact: Approved 20 _ _ 1C+Iailto: (-e{'� %�� Disapproved a/c — w - -Phone: � � ? - �b Expiration 20 RD � _- __ D Bu' g, n ctor ...JUN 1 4 2A -APPLICATION-FGR DUMPING PERMIT ~ Date j 20 BUILDING DEPT. - INSTRUCTIONS TOWN OF SOUTHOLD .a.-This application MUST.be completely-filled in by typewriter or in.ink and submitted to the Building-Inspector-wiih 4 sets of plans,accurate plot-plan to scale.Fee according to schedule. b. Plot plan showing location of lot and ofbuildings on premises;relati,'onship:to adjoining premises or public streets or' areas,and waterways: c.The work covered by this application may•notbe-commenced before issuance•of.Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit "shall be kept on the premises;available-for inspection throughout,the work. 'e.No building shall be occupie'd,or used iNwholE or in partifor�any,pu - 6what tso aver until the Building Inspector �..ff s :}, i;, issues_a Certificate of°Occupancy. _�, ,. :-�_ -I, A I. oxa'•a i•_ .. '"err--• - .a. �. - ,� _} ft verybiii1�ing permit shall,exp�re=if they or"k atithorizecl.has not commenced within 12 inoittli5 after the_date of 'issuance'orh' 'n6f been completed within:I$=inont is-from such date.If-no zoning-amendhibfits or other-regulations affecting the property have been-enacted in-the inteiim,.th6Burtding Inspector may au-ft ronz�;�in Krung;ttie extension of the permit for an addition six months.Thereafter,a new permit shall be required. A PPLICATIbN-IS-`HEREBY MADE to-the Building-Department for-the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,StiffoIk Oounty,New•York-and other-applicableLaws,,Ordinances or, Regulations,for the construction of buildings;,additions,or alterationspr:for-removalprdemolition as herein,described.The applicant agrees to comply with all applicable laws,ordinances,building code,,housing-code,.and-regulations,and;to admit authorized inspectors on premises and in building for necessary inspections. _(Signature of applicant or narAe,if a corporation) r r -(Mailing address'of ap licant) State whether applicant is owner,lessee,'ageint architect,engineer,general contractor,electrician,.plumber or builder ALJ he's,", i 4 Name of owner of premises <t✓�NN10 6� ✓- o I'l,C, -, i ;4 (As on the tax roll or latest deed) If applieait is a corpor i n,signator"''o duly a th zed offi r - _ 0en(Name and title of cgrp ate_ ,officer) Builders License N6-' Plumbers License No. (An& Electricians ticense No. Other Trade's License No. 1. Location•of 1 id iw`yihic proposedorxv kwill bOe done: House Number Street Hamlet ff County Tax-Map No : 1.000- Section -.".!'�� ��l - Block 0�1- --- Lot- -_ - _ Subdivision AWV"�- 61-U4f— Filed Map No. 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: ' a. Existing use.and occupancy b. Intended use and occupancy - 3. Nature of work(check which applicable):New Building V--.1o, Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated-Cost -1 000 Fee 19 �•i i (To be paid on filing this application) 5. if dwelling, number-of dwelling units Number of dwelling units on each floor If garage,_number of-cars ca4/ 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. 'Dimensions of structures, if any: Front i, Rear Depth Height Number of Stories-'--is Dimensions of same structure with alterations or,adtlitions: Front r r'7 �-��' !��i cReaq Depth Height e Number df(Stories , S. Dimensions of ntire n w construction: Front ® rb , Rear J�` (/CD;epthr• 14,6 Height Z 10 t 'Number of Stories 9. Size of lot: Front Rear Depth °`� �"t^^-::.0 ps�t - y T 4 10. Date,ofPurchase - Dame of Former Owner = 1.-Zone or use district in which premises,are situated 12._Does proposed-constructiari violate any zoning law,ordinance or regulation?-YES -NO 13. Will lot-be.re-graded? ES NO Will excess fill be removed from premises?YES NO ' 1 . 'vamesof O�rmer of premises ��� Address C�'ie: Phone No. Dame of Architect C t4 Address —g t� Phone No Name of Contractor Sai*.R- 44 dc4X44,-' Address t Phone No. �—/-- 15 aAs this property within 100 feet of a tidal wetland ora freshwater wetland?-"YES INTO � x IF YES; SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE RE/Q�kRED. b. Is this property within 300 feet of a tidal wetland? * YES NO [ IF YES, D.E.C. PERMITS MAY BE REQUIRED. I 6. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10.feet or below, must provide topographical-data on survey. "18. Are there any covenants and restrictions with respect to this property? '� YES NO IF YES,PROVIDE A COPY. ,bys, �y(,� �( �` } STATE OF NEW YORK) SS: COUNTY OF being duly sworn,d &0=W 1 �! is the applicant (Name-of individual signs g contract)above named, e of ens York No.01 BU61 85050 Qualified In Suffolk County (S)He is the l Commission Expires Apo 1 (Con trac r,Agent,_Corp orate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application: that all statements contained in this application are true to the best of his knowledge_and Ii f- and that the work wiI I be performed in the manp-er set forth,in the application filed therewith_ Sworn to-before. thi - day of - 20 _ , Notary Public Signa _ o pp ant I OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex *OF SOU)yD P.O.Box 1179 54375 State Route 25 O l0 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 u� �r www.southoldtownny.gov �lycoUNT(,� PLANNING BOARD OFFICE TOWN OF SOUTHOLD July 3, 2018 Mr. Henry Alia Rimor Development LLC P.O. Box 908 Cutchogue, NY 11935 Re: Architectural Changes — Residential Site Plan for The Heritage @ Cutchogue aka Harvest Pointe 75 Schoolhouse Rd., corner of Schoolhouse Rd. & Griffing St., Cutchogue SCTM#1000-102-1-33.3 Dear Mr. Alia: The Planning Board reviewed your request to replace units 15 and 16, designated on the site plan as Type C units, with Type B units. They have approved this change because the footprints are similar and the net number of;C and B units will not change (4 Type C units and 72 Type B units were approved on the site plan). They have also approved that the four Type C units may be located anywhere that a B unit is designated, so long as no more than four C units total are constructed. Please contact this office with any questions. Sincerely, Heather Lanza, AICP Town Planning Director cc: Amanda Nunemaker, Building Permits Examiner i BUILDING DEPARTMENT- Electrical Inspector - TOWN!QF SOUTHOLD $ e Town Hall Annex- 54375 Main Road - PO Box 1179 :� �, , �► Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 ro er.eichert town.southold.n .us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY .. .. , _. ® e. i -Date- �.. _... . Company Name: "p'"j�✓ Name: License No.: 1 oo N email: Address: ,® , o f` Phone No.: 'f , JOB SITE INFORMATION: (Ail infpnn ti Required) Name: iVQ, I t�ip [. k-.. Address: n eAA 6 s I� Cross Street: & + 1 Phone.No.: ;t 6 Bldg.Permit#: !-1 a g email: Tax Map District: 1000 Section: ' 'Block: 1, 60 BRIEF DESCRIPTION OF WORK(Please Print Clearly) Circle All That Apply: 'Is job ready for inspection?:, ' / NO Rough In Final 'Do you need a Temp Certificate?: CE�SJ NO Issued On Temp Information: IAII information`re aired) ; S 1 Ph 3 Ph Size: A #Meters Old Meter# New Servi -Fire.Reconnect- Flood Reconnect- Service Reconnected - Underground -Overhead i # Underground Latera{ 1 ' H Frame PaleWork done on Service? Y N Additional Information: 'PAYMENT DUE WITH APPLICATION k5l7 ;Request for Inspection Form,xis �safF01 �{ 1 Town Hall Annex ®� Y`Q'G r `� �G''''r. ,.� Telephone(631),76 -1802 54375 Main Road 'µ {' n. , ;� ;,, ,; .i,;; �- 502 �.,,.<�•. ' Fax(631)76`' 9 P. O. Box 1179 Southolda,;; Iu�i:;1 5 :; , N Y 11971-099 �,: ,'' , ..°Y � r'`4H xy',i't;�:,,,�k '!'{ lr•(3i'4i'LP zx �, r't,., � ..,, � ' NG°ai'�'�FI��4.\■ t�l'E'N�41.j. ,r � , ,+s`�`"�°r'f♦'. ., i�➢^w';k •J Y'�4Y.,,1 ht,, „ i��f,f,, 'S. NOTIC1.dP,TlLIZATlO OFPRE- N TRUS.��``�YP.E CC�NS�'�2UCTi+ON PRE-ENC'IN��I�E® Ob'CON STRUCTI®A16 ►i t +l l T� R co TRUCTION I1� 7<':" ' ,.js^; •�" K�P:i',vy„q;1li',`-''t`f� rr:,¢'r< <5°.,' ,t +.a.,t 1+�7 .f{w i CS/J” r;'rl^,��a,Li, ,r'J:,"•,.C: =;'z','•."':�'i,'' ` ' Date: :rM.'� �, ; :,a �„;r;Fi,;y;;,1,,, •:, •`��',';e; , ,Owner,," ,�,��;'to .,, , „rr•ti.,.<r�•,r' Loca ` ��!y'.ie' . a rope r.' ,+'• '�,+yz�Gf' +�� -n. �,".}.�•' .,.�,f:•�i,.�o,,,.+ t. r .L, ,,c,+�4,;"pF,i+°rp ��;{ t r Yr"K ry r" � ,�:i, #r{:�+,t .' ofj:,t',1"��t,�'�Sa„y'.'L::-'•":; _,.',�f,, '� Y, y,�„�''j , �'�'`,• .1 ;<l p z t "csr54"; `,s;;:,;'I "ti' �;.,✓)jikl.:+r i ,7•,,I,Ii:L�',�y";rl,' ^`•�i"3 M ''r •tt' ,t9 )�,r y�X.�^t�,`,: ;,r", :hS,,',p: ,'�, ''�;,,,,yp^',�, �. 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'' "vs •1», `d,•£rz',yy':rvur,,, i k;,s;, �',,,}�}., <: ,<,, check a r,�Mperro, ( �, il/ 0,}. ;` ' ,y,°fir Tru§ ,_,p .t nstructton (TT) ;ll,i!•'i; Pre-erid1po& d, ad construction (PW) r ,�F fi•,�. �x4 ,`n4nL` ata:w'` N. y ,r « :•^ 4(f'.• ; 'T'imber conn , t9 i, �:,. ;;':: ! „r5� ij"',ter t d•f i,R 't,;;,; S`+�a ,� ,1 `Y✓i, ...} Li,�I' .2,a`: J., "4•`'q'n'A.te =+�>raor'ttk'fa'i >rw'E:. in the"YfolloWng location(s) (checkup r p��3•r�, i�tifi���,,�I)tt' Foar•frami dcs ng, including girders`anti beams (F) Roof framing (R) Floor and roo r g (FR) a y " 'Signature: Name-"(person srrrit(��ngt F is;fprr ): 'y>' r Capacity (check applicable line): q,; 1 yJi�' 'f,':",r,� .4`L}`L^,.I.�}.t,:,�'�,1M 4,.-'.Ut , l�'•y4al> 11'�'t "',,2 � `fj i',t;..,�+F , e ! L` •� ,,:y s„$it,rt'i'i f4 M1r.'r,,, a,^^�,:'eS:s;�;'• �s� i^; �. `01M1er31 '4qdrk,t`"',zi.,v ll Owner representative k ,A 7 ,`` M • k'':,(' •f.' 'Q,�':^ , f TrussR 15.docx Effective 1/1/2015 " 'x, a-:r ,t,,,�^ ,F . 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' ::. , ' �TA" }� ...:+ s a � '?k si` � �lt { �"i & �•� �.� � �, f. �4.„� r � f 9 a�v d s1 � k k r ��az a 3wy i r 3; x a ...... d ft :4 arrr rrd�T' �_ i m�'Lxr FLOOR FRAMING, INCLUDING i R Gam' P �.. -ROOFT f \Plan set\3_29305.00_LM.dwg, u u N//r/////rr/!r/fF/fr/r////// r I 1' 10.3', 12.8' 14.�� 15 20 19 6 B 1. B1 B1 18 17 Z m w o EN EN w 19.7 19.9nm 3itt4vyYrf�b .,.f�c�+}".�,,�, ..RD.•...' ,1,�.;.Y~;<r+, ' MEN .. :• � ^, .. d. Vit, ^. ,•, IIA YD �, PROPOSED 5' I SIDEWALK (TYP.) 41" PROPOSED HYDRANT, I ROAD TO BE WIDENED TO 26 FT. AT HYDRANT (TYP)' 1 a ni it {°• NU FIFt SHALL M-10 -;rr--'WIIM- H-aLvrr✓.vr -vio AS FOLLOW UNLESS OTHERWISE NOTED: I ° STANDARDS: SPECIFICATIONS SHALL INCORPORATE THE PROVISIONS OF THE AWWA STANDARDS AND/OR MANUFACTURER'S RECOMMENDED .� :ONNECTIONS TO BE 4" DR-18 WITH MINIMUM SLOPE INSTALLATION PROCEDURES. • BEDDING: A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED 0 BE MINIMUM 6" DR-18 PVC OR CAST IRON WITH A IN THE TRENCH FOR ALL BURIED PIPE. BACKFILL MATERIAL SHALL BE 1 7p. TAMPED IN LAYERS AROUND THE PIPE AND TO A SUFFICIENT HEIGHT LL BE C900 BLUE BRUTE DR-18 PRESSURE'PIPING ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. STONES FOUND IN THE TRENCH SHALL BE REMOVED FOR A DEPTH AL. WATER MAIN TO BE 10"" WITH 6"" HYDRPNT OF AT LEAST SIX INCHES BELOW THE BOTTOM OF THE PIPE. ER SERVICE CONNECTIONS TO BE 1°. I . 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 k MINIMUM SEPARATION OF 20 FEET FROM SANITARY PROVIDED WITH REACTION BLOCKING, TIE RODS OR JOINTS DESIGNED 0 ALL DRA'S AND DRYWELLS. TO PREVENT MOVEMENT. k MINIMUM SEPARATION OF 10 FEET BETWEEN 3. TESTING vD WATER/DRAINAGE LINES. I. PLANS AND SPECIFICATIONS SHALL REQUIRE THE FOLLOWING: SERVICES TO BE INSTALLED BY PSE&G AND JD MAY VARY DUE TO FIELD CONDITIONS. ELECTRIC PRESSURE AND LEAKAGE TESTING: ALL TYPES OF INSTALLED PIPE HE HYDRO-ACTION UNITS SHALL MAINTAIN 5 FEET SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE 2ATION FROM ALL SANITARY APPURTENANCES. WITH THE LATEST EDITION OF AWWA STANDARD C600. • DISINFECTION: WATER MAINS ARE TO BE DISINFECTED IN fER/DRAINAGE LINE CROSSINGS SHALL MAINTAIN A ACCORDANCE WITH AWWA STANDARD C-651-86, OR THE LATEST SEPARATION OF 18" MINIMUM BETWEEN PIPING. (SEE REVISION, . CONTRACTOR SHALL ENSURE ALL CROSSING BACTERIOLOGICAL TESTING: BACTERIOLOGICAL ANALYSES OF WATER DIET DURING CONSTRUCTION. SAMPLES COLLECTED AFTER DISINFECTION ARE REQUIRED AT LOCATIONS SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF JES TO MAINTAIN ALL REQUIRED VERTICAL ; HEALTH SERVICES. GENERALLY, A BACTERIOLOGICAL SAMPLE IS REQUIRED FOR EVERY 1000 LINEAR FEET OF WATER MAIN OR PORTION THEREOF. 3E INSTALLED UNDERGROUND. Habitable Garage Area Total ((SF Harvest Pointe ` e a Unit Numbers Area (SF) (S() ) 77-124 1,999 486 2,485 C u tC h®g U e 1,3,8,10 12,14, 21,23,26,27,29, CutChogue, New York 31,33,36,39,41,45 1,599 363 1,962 Town of Southold 6,47,49,50,52,541 !6, SS, 59,68, 72, 76 No. Revision - Date - Appvd. 13 TOWN/SCDHS REVISIONS -� 7/28/17 AVL 2,5,6,9,11,13, 12 TOWN REVISIONS 6/14/17 AVL 19120,22,24, 5,28,30,32,35,38, 1,599363 1,962 11 SCDH REVISIONS 4/22/17 AVL X0,42,44,48,51,53) 10 REVISED PHASING PLAN PER TOWN- 4/6/17 AVL 17,60,62,64,66,70, - - -- = -- - - -- _ - - 9-- owtt ri>�nslONs�� _ -s127/u�__ -AVL 73;74;75 jVL 8 SCDH REVISIONS 3/9/17 A 4,7,34,37,43,55, pS1,599 38U 1,979 ,'fi#rysHmL61,63,65,67,69,71 '= $,,.-�r a.Si:.a4..uk,N.;.'=.,y'fir.s:iF;:-uc:A:s•ia>-k«^tii;.;.;b'S1"h1'a.,Gk0 d„v6r4y�,k rr'.;'{uJ°.:v:S,i.,;;Y`F,;:, , i Issued for Date 15,16,17,18 1,999 40g 2,407 July 10, 2015 N/A 6,188 N/A 6,188 $ SCTM'- 1000-102-01-33.3 SC®HSApproval - - F Utlfit a. s+unv0..w"nm"'e` P 1 } SUFFOLID'`=UNW GEPARTcUB 9T OF,I-1 �UJH SERVICES IlaERffif'FOR AppROVAL OF Nr s �t�8 I�� �i iz 17- OU51 IL tJ8 nEF.NO. �4w r3. �� r� Drawing Number APPROVED— FOR PPROVED FOR MAXIMOIM OF,.,�bEDWWS rGoV NES EXPIRES THREE YEARS FROM DATE.OF APPROVE Q°` O V, � 0C 406 No, mfY Sheet of die FES SIO Project Number 29305.00 -0013 SCDHS Reference # C10-06 1 NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURESTO 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, 27.7, .5- PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY M o 14.8' c�i 6.1'CV PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED p O 00 p PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF Z r I CV CO /j AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED.THE /Jl�r--�] 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 10.1' p Cp EF 2.3' ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION i J 2 O, H M 1 COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED Z II � SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID TRUE COPY. Z Z N NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS S 53°37'34" E I Z Q N O OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED ` �Al b S 1-38-15"'W 1 6_ _ _O Q 61, PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUBSURFACE 6.25' a, CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, v ~-T 4.0- C, SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS 39.87' C6 & Z O �� OTHER THAN VISIBLE PERMANENT STRUCTURES cq UL co Q LL 1.O' COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS ALL RIGHTS O L0 0 O RESERVED NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, � I O �_ RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED cV 1.9' Z F 2.O' IN OR PERMISSION YAN COMPF THEUTER R ORO OTHER SYSTEM WITHOUT THE PRIOR WRITTEN S 38024'18" E n J "' MUNICIPALITIES L�ES ANDAS PARED TO S NOT UTHORREO NORINING FRAMING PERMITS FROM GUARANTEED FOR ANY OTHER LOCAL 4.43 5.5' O Ld PURPOSE S 51° 8'15"W N m 6.0'N 23.0' 0 z60�� 2 .42' D 0 DO I DD J � �' JUL 2 3 2018 J � Q) BUMDING DEFT. ptV PROPOSED CURB R TOMI 07. l&lz'lf)T HOLD I Qlw - �-� I® ,�P��pAVlp p y0 �x. Z) o F- gt �C9 S 65026'53" E p� Q 0 r z - - - - 49.54 2� p i� 11- n 'l R=275.00' - CID A:0.0502 L=77.85' �• 3��J� N - —-- -- y I SAND S � IN 167.99' (ACTUAL) r a U' �-- - - - - as-zs-zo,a FOUNDATION LOCATION FOUNDATION AS-CONSTRUCTED SURVEY FOR 2 � I S52°55'20"W 0 w UNITS 15-16 UNIT DESIGNATION MAP OF S 49003'44" EQ HARVEST POINTE CONDOMINIUM 1 2 s O L I p I FILE NO.:471 FILED January 09, 2018 28.48' Cn CC1 SITUATED AT co S 40052'38" E � co TOWN OF CUTCHOGUE 25.79' I U) SOUTHOLD I TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK rF' S.C.T.M.DISTRICT 1000,SECTION 102,BLOCK 0100,LOTS 17&18 S52055'20"W 1 19.4T I ,. NELSON & POPE ENGINEERS & SURVEYORS Z w 572WHITMAN HONE(31)427- 6 (631)427 5620 74 566 WWW.NELSONPOPE.COM INDIVIDUALSURVEYS 0 SCHOOL HOUSE LANE I DRAWN BY: NP CADD No.: 00026 IS SCALE, CHECKED BY: PE FILE NO.: SHEET NO.: 'I OF'I 1"=30' DATE: 07-10-18 PROJECT NO.: 00026 I i P, • J AVj, au DI NOTES: SLATE THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE U /U STOOP&STEP �A/C UNIT PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE jay,j 3 CONC.WALK W C7 NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, G �A/C UNIT wj �ZWW PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION I-pr SLATE 5.5' Oaf V) Z Q N IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, Co I 'C 17.2' 6.1' m j a U U 0 PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY Q / 6,6' ui o 0/ � Z o ZO U OU F_¢Z PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED %� 1" WATER = 7 6, 5.3' 7 7' N of IL r0 U W PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF SERVICE O I O W rn v ^ p cn AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE W W _ _W ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIXTO THE ITEM HIS SEAL AND _ N 5o, 23.5 j THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH CAU 3 I 4.0�w H D 4"SDR z N ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION Q----- Z INV PIPE,TYP. in f.7 I 3 O'^ _ COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED f I BIT.DRIVE W/8" LU I LU EGRRESS 1 SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY U PAVER BORDER i- 0- i ao I Cl) W '- WIN.WELL, to 0 0' NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS .S• W G7� 0- � I Ci M 9 Z V TYP. ,- OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED UL O Q II cL p i 2 0'___ II 11 _ W _ N p. UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED - J J Q 2,Q' `a AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE LU LL LL - a ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN U' I n}a my PLAN DATED 7/21/18 LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED J BIT.DRIVE W/8' I O W `� Z �F N d TYPICALLY IN THE SAME TRENCH ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS Z II I PAVER BORDER Q I 0-Q Df W >0i THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP d to a A ?N w o CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR W C7 I N 3.0' pM `va- Zc0 - ao FURTHER DESIGN Gin = 4.0' ----- 1_! 2 7' N T. 0 Ud w W I ^ Z s T-1 `v , PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE Q \N W vi M "v, 4 8'^ co W INV. iv p n. CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, .., 1" WATE Z I ^ cV N r� INV. W ULJ 28.65 N S-2 ,0 u1 SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS � ., ��� z0ERVICE 7 0 > OTHER THAN VISIBLE PERMANENT STRUCTURES m Crcm w 53' 78' N 30.33 U� zN w D = f;j 6 5' `r z O N z COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS ALL RIGHTS (n II n a w W 17.2' 6 2' Q O J zoo LP d RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, C C7�� 5.5' UU Z°O 22 R/O Z N a r� W RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED O„ O SLATE []A/C UNIT a W O a L IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN MAY I-� E E E G E CONC.WALK �O oa N ami PERMISSION OF THE SURVEYOR MA � 8 2019 � 1 1 SLATE A/C UNIT x a Z N a 0 ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT II DI p �W _ ^� an � � 27'7 �� 0 14.8' 5.51 O] W O p >�� ALL SANITARY PIPING 4"SDR-35,TYPICAL o 0o ao Uw vi 6.1' HW ^ Z _.u.)'9,.YJ��t'.z:� •a i- W <_3W N N v o �j 0T2 ®SSE L3 cm W SERVICER cDwM `� Zp S.T. LQ.d 10 r ---- Z 22 5'2.3' aw b N � � SANITARY SYSTEM AS-BUILT TABLE II 2.0' e STRUCTURE NAME TIE A TIE B cm BIT.DRIVE W/8" S za � 00- ��OF �Ev!/ UNITS#15-16 O ` PAVER BORDER W o o' >� >'�' v o O1 9 I MN () sN ?N zN I/ �y OAV/pA �� ST-1 69.7' 33.0' SUFFOLK COUNTY DEPART, EN T OF HEALTH$SEI��OBCFS II G1 1 s, _ c7_ I `Y�';; LL w (2)CO 31' INV 2s 30 x,00 j. ST-2 75.5' 30.8' �JJ �-a.o' Q' LP 96.2' 32.5' APPf OkMI�'Lt OfZ e CONSTRUCTED T RUCTED WCORKS FOR, II v � 1 � I'LL Q_� j � 27 ��_- O a A uI1 Ji:�LL`FtiI'V:lL e {OK:.�VCE I Z i0 LL U` O ?0 00 4"SDR-35 C7 1Y d � � BIT.PAVERIVE W/8 " I �� D o 1 0' PIPE,TYP g ow M I{`� SANITARY SYSTEM AS-BUILT TABLE Date Eff 0 � 1?C, , H.S.Ref,Kl+Q,_R 10 17 ^ O®(pq II `z � I Tn � or' o mj z��N �(�.� STRUCTURE NAME TIE A TIE B --- - - - - -- - ^ I c� U) O w3 OxI > t�' 'I'o UNITS#17-18 - - 1:9---_-- ti-_ , � . Ul...a z (C` 050213 � The se'P:ace disposal aro Gr;�ter s�P;!y`a^iziti i of this!acaLosa have t)ee� �, z 2.0' L ¢� } ST-1 46.4 75.2 Inspected andfcr certified by this t0apar:n it r cihcr aq*ncfk•s and found t® II 6 W � w3� ASN D ST-2 44.2' 81.5' -- -be satisfactory FOR A 141AXIMUM F,� BEDROOMS" 5.s' w W o w "-@ L W w o N o N wx LP 43.8' 92.4 L��C.P.•p 1 ^ 23.0' a w M 6.0't"i 16 5' 6.0' 5.5' Q O mm WATER C0� Craig Kn , I.. II I SERVICE SR/p1E �aC UNIT azd epoer, P.E., Chief � :-`' ;s. G E G E G W �W (I Gjfice of Wastewater M '` ` " CONC.WALK _ - anagement'"< I I 05-23-2018 FOUNDATION L C ION U - -- SANITARY AS-CONSTRUCTED PLAN FOR o,-„-zols FINAL SURVEY UNITS 15 -18 UNIT DESIGNATION MAP OF 01-12-2019 SANITARY ISEDSA SANITARY HARVEST POINTE CONDOMINIUM 1 BUILT REVISED SANITARY 103-11-2019 AS-BUILT AS PER FILE NO.:471 FILED January 09, 2018 HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S S C H D DATED 03-07-19 SITUATED AT UNIT No. HD RREF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA 03-25-2019 REVISEDSANITARY CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK 15 R-10-17-0069 1,999 S.F. 408 S.F. 2,407 S.F. S.0 T M.DISTRICT 1000,SECTION 102 01,BLOCK 0100,LOTS 15,16,17&18 16 R-10-17-0070 1,999 S.F. 408 S.F. 2,407S.F. NELSON & POPE s 17 R-10-17-0071 1,999 S.F. 408 S.F. 2,407 S.F. a 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174ENGINEERS & SURVEYORS 18 R-10-17-0072 1,999 S.F. 408 S.F. 2,407'S.F. `- PHONE(631)427-5665 FAX(631)427-5620 L"- `" "` `" ` WWW.NELSONPOPE.COM E1DRAWN BY: NP CADD No.;INDNIDUALS00026YIS SCALE: CHECKED BY: �"PE FILE NO.: SHEET NO.: 1 OF 1 APR I e DATE: 05-24-18 PROJECT NO.: 00026 1"=30' IFF,6/ 'S 011 Sig`WILImprum- _,_. I ,. 4S /S f 1� APPROVED AS NOTED / Blower door 7DATE: B.P.4 'V -t 4c2p X and ductwork FEE: a BY: testing required. NOTIFY BUILDING DEPART "AT 765=1$02 '8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED 'FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING Must provide Manuals 3. INSULATION D,J and S as per 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. NYS Energy Code ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEV% YORK STATE. NOT RESPONSIBLE F(IF DESIGN OR CONSTRUCTION ERRORS ELECTRICAL INSPECTION REQUIRED COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODE AS REQUIRED AND CONDITIONS OF 9L-Bi�Wfd LDh TRUSS PLACARDING REQUIRED SOUTHOLD TOWN PLANNING BOAR[ A- CERTIFICATIC„; 00,'U�AD CONTENT F ^ -RdA.TE OF Orr” r OCCUPANCY OR SUPPL'YSYSTEM CANNGT USE IS UNLAWFUL 't''XCEFD2110 OF 1% LEAD. WITHOUT CERTIFICATE OF OCCUPANCY 13'> r M®iNG ZUMBING WASTE ,-`,'A''WATER LINES !NEED DRAINAGE INSPECTIONS ARE REQUIRED STING BEFORE COVERING 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 FRAMING UNTIL SURVEY OF FOUNDATION LOCATION HAS SEEN APPROVED. R302.12 Draftstopping. In combustible construction where there is usable space both above and below the concealed space of a floor-ceiling assembly, draftstops Section R316 Foam Plastic TABLE R405.1 � 2017 YORK STATE U IFOR 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 I) 1 201 ual reas. Where the assembl is enclosed b a floor membrane above and a ceilin membrane below, draftsto in shall be rovided in R316.1 General. The provisions of this section shall govern the materials, design, application, construction and installation of foam plastic materials. Z 2017 YORK STATE CODE SUPPLEIrfENT (PUBLISHED JULY 2017, EFFECTIVE OCTOBER 3 , � approximately eq a y y 9 PP 9 P UNIFIED SOIL VOLUME W Nil R316.2 Labeling and identification. Packages and containers of foam plastic insulation and foam plastic insulation components delivered to the job site shall SOIL CLASSIFICATION CHANGE E 2017 NE1M YORK STATE ENERGY CONSERVATION COIrS7RUCTION CODE floor-ceiling assemblies under the following circumstances: bear the label of an a roved a enc showin the manufacturers name, the roduct listin , roduct identification and information sufficient to determine GROUP SYSTEM SOIL DESCRIPTION DRAINAGE FROST HEAVE POTENTIAL o 2017 NEVI YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE SUPPLEVENT (FORMERLY KN* AS THE 2016 NYSECCC, REVISED AUGUST 2. Floor framin is constructed of truss- e o en-web or erforated members. PP PY 9 Y q • 9 P 9 P CHARACTERISTICS POITENTIAL � 9 tYP P P that the end use will com I with the re uirements. SYMBOL EXPANSION U W R 302.1.12.1 Materials. Draftstopping material shall be not less than 1/2 inch gypsum board, 3/8 inch wood structural panels. GW WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, 2016, EFFECTIVE OCTOBER 31, 2017) R316.4 Thermal barrier. Unless otherwise allowed in Section R316.5, foam plastic shall be separated from the interior of a building by an approved thermal LITTLE OR NO FlNES GOOD Low LOW O .}J U _� 2016 "RC (2015 IRC 2ND PRINTING) barrier of not less than i� inch gypsum wallboard. r { U 2016 EC 2015 (ECC 2ND PRINTING) R302.13 Fire protection of floors. Floor assemblies that are not required elsewhere in this code to be fire-resistance rated, shall be provided with a 1/2 inch R316.5.3 Attics. The thermal barrier specified in Section R 316.4 is not required where all of the following apply: GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, GooD Low Low Z �,,,/ t LITTLE OR NO FlNES TITLE 19 NYCRR PARTS 1220 THROUGH 1228, 1240, 1264 AND 1265 AND PART 300 gypsum wallboard membrane, 5/8 inch wood structural panel membrane, or equivalent on the underside of the floor framing member. 1. Attic access is required by Section R807.1. cRouP l sw WELL GRADED SANDS, oR GRAVELLY SANDS, O C) " 5 c Exce tions: 2. The s ace is entered onl for ur uses of re airs or maintenance. LITTLE OR NO FINES GOOD LOW LOW H � � U) n U SECTION R101 P P Y P P P SP POORLY GRADED SANDS, OR GRAVELLY SANDS, 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/a LITTLE OR NO FINES GOOD LOW LOW 0 .�-r r. GM GOOD MEDIUM LOW = e� U 'r-cV� � inch gypsum board. SILTY GRAVELS, GRAVEL SAND SILT MIXTURES Q� p P P P P Y PP P P 1 P fY +-� `V} R101.2 The rovisions of the International Residential Code for One and Two Family Dwellings shall apply to the construction, alteration, movement, enlargement, Section R303 R316.5.11 Sill lutes and headers. Foam lastic shall be ermitted to be s ra o lied to sill lutes and headers or installed in the erimeter oist s ace without sM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM Low I- � �:r Z P ' r e i'ed in Section R316.4 subject to all of the followin : rA replacement, repair, equipment, use and occupancy, location, removal and demolition of detached one and two family dwellings and townhouses not more Light, Ventilation and Heating the thermal barrle sp c fl 1 g GC CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM LOW V �'� �,� than three stories above grade plane in height with a separate means of egress and their accessory structures not more than three stories above grade R303.1 Habitable rooms. Habitable rooms shall have an aggregate glazing area of not less than 8 percent of the floor area of such rooms. 1. The thickness of the foam plastic shall be not more than 3y inch. sc CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM LOW O L w r_ M plane in height. Exceptions: 2. The density of the foam plastic shall be in the range of 0.5 and 2.0 pounds per cubic foot. ML INORGANIC SILTS AND VERY FINE SAN , ROCK FLOUR, 0 Q m 1 1. The glazed areas need not be operable where the opening is not required by Section R310 and a whole-house mechanical ventilation system is 3. The foam plastic shall have a flame spread index of 25 or less and an accompanying smoke developed index of 450 or less when tested in SILTY OR CLAYEY FIND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH Low = � �' m R105.2 Work exempt from permit include retaining walls that are not ower 4 feet in height measured from the bottom of the footing to the top of the wall, unless installed in accordance with Section M1507. accordance with ASTM E 84 or UL 723. GROUP 2 SLIGHT PLASTICITY ❑ ! , M a0 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, n/ M GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM MEDIUM LL.. cfl illumination of 6 footcandles (65 lux) over the area of the room at a height of 30 inches above the floor level. Section R317 Protection of Wood and Wood-Based Products Against Decay CLAYS ro Low Q) R109.1.5.1 Fire Resistance Rated Construction inspection. Where fire resistance rated construction is required between dwelling units or due to location on property, the R303.8 Exterior stairway illumination. Exterior stairways shall be provided with an artificial light source located at the top landing of the stairway. Exterior stairways R317 All sills and plates on exterior foundation wall to be pressure preservatively treated. 2 building official shall require an inspection of such construction after lathing or gypsum board or gypsum panel products are in place, but before any plaster providing access to a basement from the outdoor grade level shall be provided with an artificial light source located at the bottom landing of the stairway. Foundation wood girders: wood girders seated in exterior foundation walls to have min. 1/2 inch air space all sides or ends wrapped with aluminum o. 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 adjoacent to the foundation at all points Section R305 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. d I R109.1.6.1 Elevation documentation. If located in a flood hazard area, the documentation of elevations required in Section R322.1.10 shall be submitted to the building Ceiling Height wood or wood that is preservative-treated in accordance with AWPA U1 for the species, product, preservative and end use. R404.1.7 Backfill place.Hent. 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 sul`iciently braced to prevent damage by the back fill where the unbalanced height of fill exceeds 4 feet. Exceptions: R317.3 Fasteners and connectors in contact with preservative treated and fire retardant treated wood. Fasteners, including nuts and washers, and connectors in Section R405 Foundation Drainage R202 Definitions: eet 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 ce . asonry foundations. Drains shall be provided around concrete or masonry foundations that retain earth and enclose habitable or r that fasteners and service o enin s. 2. n shower h tub equipped with a showerhead shall have a ceiling height of not less than 6 f y Z Continuous Insulation: Insulating material that is continuous across all structural members without thermal bridges othe P 9 30 inches at the showerhead. . fasteners shall be in accordance with ASTM A 153. Stainless steel driven fasteners shall be in accordance with the material requirements of ASTM F usable spaces located below grade. Drainage tiles, gravel or crushed stone drains, perforated pipe or other approved systems or materials shall be O It is installed on the interior or exterior or is integral to any opaque surface of the building envelope. : 1667. installed at or below the area to be protected and shall discharge by gravity or mechanical means into an approved drainage system. . Mezzanine: An intermediate level or levels between the floor and ceiling of any story. 3. Beamsl girders, ducts or other obstructions in basements containing habitable space shall be permitted to project to within 6 feet 4 inches of the Exception: A drainage system is not required where the foundation is installed on well drained ground or sand gravel mixture with soils according 0 vat line where the ultimate desi n wind s eed finished floor. i i uil in hal be rovided with a roved address identification. The address identification shall be le ible and laced in a osition to the unified Soil Classification S stem Grou I Soils as detailed in Table R405.1. Windbome Debris Region: Areas within hurricane-prone regions located within 1 mile of the coastal mean high er g p R 319.1 Address ident ficat on. B d gs s I p pp g p p y p � Volt is 130 m h or renter. R308.4 Hazardous locations. The locations specified in Sections R308.4.1 through R308.4.7 shall be considered to be specific hazardous locations for the purposes ( ) P 9 of glazing. that is visible from the street or road fronting the property. Address identification characters shall contrast with their background. Address numbers � lazin Adjacent to doors. Glazin in an individual fixed or o erable anel 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 Section R406 Foundation Waterproofing and Dampproofing U) R308.4.2 b g 1 g P P 1 stroke with of not less than 0.5 inch. Where required by the fire code official, address identification shall be provided in additional approved locations to Alternative rovisions. As an alternative to the re uirements in Section R301.1, the following standards are permitted subject to the limitations of this code e d e of the lazin is less than 60 inches above the floor. R301.1.1 p q bottom ex os d e R406.1 Concrete and masonry foundation dampproofing. Except where required to be waterproofed, foundation walls that retain earth and enclose interior Z he International Buildin P 9 9 9 facilitate emergency response. Where access is by means of a private road and the building address cannot be viewed from the public way, a and the limitations therein. Where engineered design is used in conjunction with these standards, the design shall comply with t g 1. Where the glazing is within 24 inches of either side of the door in the plane of the door in a closed position. monument, pole or other sign or means shall be usi3d 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. 0 floor to the finished rade usin bi u ' 1. AF&PA Wood Frame Construction Manual (WFCM). (2015 EDmON) 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 g g a t urinous coating. door. Section R321 Elevators and Platform Lifts R308.4.6 Glazin adjacent to stairs and ram s. 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, ?he space between the excavation and the foundation wall shall be backfilled with porous fill up to a height of one-half of the backfill) � 9 1 P R 321.1 Elevators. Where provided, passenger elevators, limited use and limited application elevators or private residence elevators shall comply with ASME u J R301.1.3 En ineered desi n. Where a building otherwise conventional (construction contains structural elements exceeding the limits of Section R301 or otherwise not walkin surface of stairways, landings between flights of stairs and ramps shall be considered to be a hazardous location. 9 9 9 eio h an covered with stri s of 30 ound as halt a er or 6 MIL of eth lene to ermit water see a e while avoidin infiltration of fine soils. . conforming to this code, these elements shall be designed in accordance with accepted engineering practice. The extent of such design need only Exceptions: A17.1/CSA B44. 9 P P P P P P Y Y P P 9 9 demonstrate compliance of nonconventianal elements with other applicable provisions and shall be compatible with the performance of the conventional framed Re 321.2 Platform Lifts. Where provided, platform lifts shall comply with ASME A18.1. The remainder of excavated area shall be backfilled with the same type of soil as was removed during excavation. O m 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. Z R408.1 Ventilation. Crawl space vents: Provide 1 s.f. of venting per 150 s.f. of floor area unless ground surface is cowered by a class one vapor retarder ❑ scope of this code. Section R322 Flood Resistant Construction material. If this retarder material is used, provide 1 s.f, of venting per 1500 s.f. floor area. Install vents within 3 feet of each corner of Section R310 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 P4 R301.2.1 Wind desi n 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" Iby 24". ^ 9 RESCUE OPENING PER SECTION R310. (Egress window & window well) speed in Table R301.2(1) as determined from Figure R301.21(4)A. and constructed in accordance with the provisions contained in this section. Buildings and structures that are located in more than one flood hazard 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. R502.2.2 Blockin and subfloorin . Blockin for fastenin anel ed es or fixtures shall be a minimum of utilit rade lulmber. Subfloorin shall be wood opening shall be not less than 24 inches and the net clear width shall be not less than 20 inches. R 322.1.5 Lowest floor. The lowest floor shall be the lowest floor of the lowest enclosed area, including basement, and excluding any unfinished flood-resistant 9 9 g 9 P 9 Y 9 9 TABLE R301.2(1) structural panels as specified in Section 503.2. Fireblocking shall be of any grade lumber. 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 the floor, where the sill height is below grade, ft shall be provided with a window well in accordance with Section R310.2.3. building or structure in violation of this section. R502.4 Joists under bearing partitions: Provide 2x full depth blocking 0 48" o.c. max. where beam is not located under wall to allow for piping or vents. ~� GROUND Wind Design SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER Air Mean eet with a horizontal rojection and width of not less than 36 bin nd lectrical s stems. Electricals stems a ui ment and com onents• heatin ventilatin air conditionin lumbin R502.6 The ends of each joist, beam or girder shall have not less than 1 1/2 inches of bearing on wood or metal alnd not less than 3 inches on FLOOD R310.2.3 Window wells. The horizontal area of the window well shall be not less than 9 square f p 1 R 322.1.6 Protection of mechanical, plum g a e y y q p p g, g, g, p g O SNOW SPEED To o ra hical S ecial Wind DESIGN FROST LINE DESIGN UNDERLAYMENT Freezing Annual mason or concrete exce t where su orted b the use of a roved joist han ers. .% p 9 P p TERMITE DECAY HAZARDS inches, The area of the window well shall allow the emergency escape and rescue opening to be fully opened. appliances and plumbing fixtures; duct systems; and other service equipment shall be located at or above the elevation required in Section R322.2 or ry P PP Y PP 1 9 LOAD (mph) Effects Wind bourne CATEGORY WEATHERING DEPTH TEMP REQUIRED Index Temp R310.2.3.1 Ladder and ste s. Window wells with a vertical de th reater than 44 inches shall be a ui ed with a ermanentl affixed ladder or ste s usable with the R322.3. R502.7 Lateral restrain: at su orts. Joists shall be su orted lateral) at ends b full de th solid blockin orb attaclhment to band or rim joist. Re ran Debris P P 9 q PP P Y P PP PP Y Y P 9 Y 1 � w 9 window in the fully open position. Ladders or rungs shall have an inside width of not less than 12 inches, shall project not less than 3 inches from the Exception: Locating electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing appliances and plumbing fixtures; duct R502.8.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural gllue-laminated members, W zone wall and shall be spaced not more than 18 inches on center vertically for the full height of the window well. systems; and other service equipment is permitted below the elevation required in Section R322.2 or R322.3 provided that they are designed and installed cross-laminated timber members or I-joists are prohibited except where permitted by the manufacturers recornmendations or as shown on these MODERATE SLIGHT TO 10 R310.2.3.2 Drainage. Window wells shall be designed for proper drainage by connecting to the building's foundation drainage system required by Section R405.1 or by to prevent water from entering or accumulating within the components and to resist hydrostatic and hydrodynamic loads and stresses, including the drawings. 0 20 130 NO (B) SEVERE 36" 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 t� Exce tion: A drains a stem for window wells is not required where the foundation is on well-drained soil or sand-gravel mixture soils in accordance with to be located below the required elevation provided that they conform to the provisions of the electrical part of this code for wet locations. professional .where required by the statues of the jurisdiction in which the project is to be constructed. R301.2.1.4 Exposure category. P 9 R 322.1.7 Protection of water su I and sanita sewn e s stems. New and re lacement water su I s stems shall be desi ned to minimize or eliminate w 1. Exposure B. Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the size of single family dwellings the United Soil Classification System, Group I soils, as detailed in Table R405.1. PPY ry 9 Y P PPY Y 9 ❑ O infiltration of flood waters into the system in accordance with the plumbing provisions of this code. or larger. Exposure B shall be assumed unless the site meets the definition of another exposure. R311.6 Hallways: min. 36" clear width. Section R506 Concrete Floors (On Ground) _...� 2. Ex osure C. Open terrain with scattered obstructions having a height less than 30 feet extending more than 1500 feet. Exposure D extends downwind R311.7 Stairways R 322.1.18 Flood-resistant materials. Building materials and installation methods used for flooring and interior and exterior walls and wall coverings below the p elevation required in Section R322.2 or R322.3 shall be flood damage-resistant materials that conform to the provisions of FEMA TB-2. R506.1 Concrete slab on grades to be min 3-1/2 inches thick. tructed area. Includes flat ro en count and rassland. R311.7.1 Width. Stairways shall be not less than 36 inches in clear width at all points above the permitted handrail height and below the required headroom height. R506.2.2 Base. A 4 inch thick base course consistin of clean raded sand, ravel, crushed stone, crushed concrete or crushed blast-furnace sla passin �' 600 feet from the partially obs p ry 9 � R 322.2.2 Enclosed area below design flood elevation. Enclosed areas, including crawl spaces, that are below the design flood elevation shall: - 9 9 9 9 9 3. Ex osure D. Flat, unobstructed areas ex osed to wind flowing over open water for a distance of not less tan 5000 feet. Exposure D extends downwind 600 Handrails shall not project more than 4 % Inches on either side of the stairway and the clear width of the stairway at and below the handrail height, a 2 inch sieve shall be placed on the prepared subgrade where the slab is below grade. P P 1. Be used solely for parking of vehicles, building access or storage. U feet from the unobstructed area. including treads and landings, shall be not less than 31 yi inches where a handrail is installed on one side of 27 inches where handrails are provided on Exception: Abase course is not required where the concrete slab is installed on well-drained or sand-gravel mixture soils classified as Group I 2. Be provided with flood openings that meet the following criteria and are installed in accordance with Section R322.2.2.1: (p both sides. according to the United Soil Classification System in accordance with Table R405.1. 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 - 0 R301.3 Story Height. The wind provisions of this code shall apply rto buildings with story heights not exceeding 11 feet 7 inches and the laterally unsupported R311.7.2 Y on the exterior of the enclosure walls. .2 3 Vapor retarder. A 6 mil (0.006 inch) polyethylene or approved vapor retarder with joints lapped not less than 6 inches shall be placed between F- able R602.3 5. Individual walls or wall studs shall be ermitted to exceed these limits as ermitted b Cha ter 6 R311.7.3 Vertical rise. A flight of stairs shall not have a vertical rise larder than 147 inches (12'-3") between floor levels or landings. the concrete floor slab and the base course or the prepared subgrade where no base course exists. The vapor retarder is not required for Garages, Q bearing wall stud height permitted by T ( ) P P Y P R 322.2.2.1 Installation of openings. The walls of enclosed areas shall have openings installed such that: provisions, provided that story heights are not exceeded. An engineered design shall be provided for the wall or wall framing members where the limits of R311.7.5.1 Risers. The riser height shall be not more than 8 1/4 per supplement. Chapter 6 are exceeded. Where the story height limits of thus section are exceeded, the design of the building, or the noncompliant portions thereof, to 1. There shall be not less than two openings on different sides of each enclosed area; if a building has more than one enclosed area below the design utility buildings and other unheated accessory structures. � R311.7.5.2 Treads. The tread depth shall be not less than 9 inches per supplement. flood elevation, each area shall have openings. I- U resist wind loads shall be in accordance with the Internatiornal Building Code. Section R602 Wood Wall Framing Z R311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not more than 1 1A 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 W R311.7.8 Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. immediately under each opening. R602.3 Design and construction. Components of exterior walls shall be fastened in accordance with Tables R602.3(1) tthrough R602.3(4). Wall sheathing R302.2 Townhouses. Common walls separating townhouses shall be assigned afire-resistance rating in accordance with Section R302.2, Item 1 or 2. The common 2 R311.7.8.2 Continuit Handrails for stairwa s shall be continuous for the full len th of the fli ht. 3. 0 enin s shall be ermitted to be installed in doors and windows; doors and windows without installed o enin s do not meet the re uirements of this shall be fastened directly to framing members and shall confirm to the requirements of Table R602.3(3). wall shared by two townhouses shall be constructed without plumbing or mechanical equipment, ducts or vents in the cavity of the common wall. The wall Y• Y 9 9 P 9 P P 9 q 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. 0 installations shall be in accordance with Chapters 34 througlh 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 past at the turn. R 322.3 Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. O accordance with Section R302.4. IR311.7.10.1 Spiral Stairways. Spiral stairways are permitted provided that the clear with at and below the handrail is not less than 26 inches and the walkline radius is 1. Buildings and structures erected within coastal high-hazard areas and coastal A Zones, shall be elevated so that the bottom of the lowest horizontal 0 1. Where a fire sprinkler system in accordance with Section P2904 is provided, the common wall shall be not less than a 1-hour fire-resistance-rated wall not greater than 24� inches. Each tread shall have a depth of not less than q 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 322.3.3Foundations. Buildings and structures erected in coastal high-hazard areas assembly tested in accordance with ASTM E 119 or UL 263.. and Coastal A Zones shall be supported on pilings or columns. R 311.8.1 Maximum slope. Ramps serving the egress door required by Section R 311.2 shall have a slope of not more than 1 unit vertical in 12 units horizontal (8.3 f percent slope). All other ramps shall have a maximum slop of 1 unit vertical in 8 units horizontal (12.5 percent). Exception: Where it is technically TABLE R602.3(1) FASTENING SCHEDULE infeasible to comply because of site constraints, ramps shall have a slope of not more than 1 unit vertical in 8 units horizontal (12.5 percent). Section R on Mezzanines -- - TfABLE R302.1(1) R 325.2 Mezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feet. DISCR 71�N FAS_ TONING (a,b,c,d) YLPE EXTERIOR WALLS R 312.1 Guardrails: Porches, balconies, ramps and stair landings 30" above floor or grade to be installed with 36" high railings, balusters not to allow passage of a _- R 325.3 Area limitation. The aggregate area of a mezzanine or mezzanines shall be not greater than one-third of the floor area of the room or space in which MINIMUM MINIMUM FIRE sphere 4 inches or more in diameter. they are located. The enclosed portion of a room shall not be included in a determination of the floor area of the room in which the mezzanine is 1. DLOCKING BE WEEN JOISTS OR RAFTERS TO TOP PLATE THREE D COMMON. TOE NAIL r I EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE iR 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 LTi r ti ti ,; R 325.4 Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section R311. i WALLS NOT FIRE-RESISTANCE RATED >_5 feet following: 3. CEILING JOISTS 'JOT ATTCHED TO RAFTER), LAPS THREE 16D COMMON FACE NAIL p N N M c~i oNo c' PROJECTIONS FIRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE 22 feet to <5 feet 1. Operable windows with opening that will not allow a 4 inch diameter sphere to pass through the opening where the opening is in its largest opened 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, I OVER PARTITIOMS I _ position. columns and posts. _1 . 1fABLE R302.1(2) Exceptions: 4. CEILING JOIST ,�,. ARALLEL RAFTERS + LAPS TABLE R802.5.1(9) FACE NAIL 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. P q P Y P 99 9 THREE IOD EACH FACE NAIL EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS 1. Mezzanines or onions thereof are not re uired to be o en to the room in which the are located, rovided that thea re ate floor area of the 5. COLLAR TIE TO RAFTERS 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. enclosed space is not greater than 10 percent of the mezzanine area. MINIMUM MINIMUM FIRE R312.2.2 Window opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening control device, after operation to 6. RAFTER OR ROOF TRUSS TO PLATE THREE 10D COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE 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 2. In buildings that are not more than two stories above grade plane and equipped throughout with an automatic sprinkler system in accordance with Section R313, a mezzanine shall not be required to be open to the room in which the mezzanine is located. 7. ROOF RAFTEPS TO RIDGE, VALLEY OR HIP THREE IOD COMMON. TOE NAIL FIRE-RESISTANCE RATED 1 HOUR 0 feet by Section R310.2.1. RAFTERS WALLS NOT FIRE-RESISTANCE RATED 3 feet . TWO 16D COMMON. END NAIL Section R313 Automatic Fire Sprinkler Systems 8. STUD TO STUD (NO AT BWP) 16D COMMON AT 24"O.C. FACE NAIL R302.2.1 Continuity. The fire-resistance-rated wall or assembly separating townhouses shall be continuous from the foundation to the underside of the roof sheathing, R313.1 Townhouse outomatic fire sprinkler systems. Townhouses having a height of three stories above grade shall be equipment throughout with an automatic 9. STUD TO STUD (AT BRACED WALL PANEL) 16D COMMON AT 16"O.C. FACE NAIL z z z O z z z 'Iz deck or slob. The fire-resistance rating shall extend the hull 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 Cr 0 0 F- o O O O assessor structures. R313.1.1 Design and installation. Automatic residential fire sprinkler systems for townhouses shall be designed and installed in accordance with Section P2904 or NFPA 11. CONTINUOUS HEADER TO STUD FOUR 8D COMMON. TOE NAIL j j j w j j to j R302.2.2 Parapets for townhouses. 13D. 1. The parapet shall extend not less than 30 inches above the roof surfaces. R313.2 One and two family dwellings automatic fire systems. One and two family dwellings having a height of three stories above grade shall be equipped 12. TOP PLATES TO TOP PLATE 161 COMMON N 16"0/C FACE NAIL � w ' Exception: A parapet is not required in the preceding two cases where the roof covering complied with a minimum Class C rating as tested in accordance with throughout with an automatic sprinkler system. 13. DOUBLE TOP PLATES SPLICE _ 8-16D COMMON (24"►JIN IAP SPICE EACH SIDE OF JOINT;) FACE NAIL - m ASTM E 108 or UL 790 and the roof decking or sheathing is of noncombustible materials or approved fire-retardant-treated wood for a distance of 4 feet on R313.2.1 Design and installation. Automatic residential fire sprinkler systems shall be designed and installed in accordance with Section P2904 or NFPA 13D. Section R403 Footings 14. BOTTOM PLATE TO JOIST OR BLOCKING (NOT AT BWP) 16D AT 16"O.C. FACE NA;L _-- N each side of the wall or walls or one layer of 5/8 inch Type X gypsum board is installed directly beneath the roof decking or sheathing, supported by not less R401.4.1 In lieu of a complete geotechnical evaluation footings shall be placed on rock, sand gravel and/or gravel, sand, silty sand, clayey sand, silty gravel or 15. BOTTOM PLATE TO JOIST OR BLOCKING (AT BWP) 2-16D AT 16"O.C. FACE NAIL __- i o than nominal 2 inch 51 mm) ledgers attached to the siders 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 clayey gravel with a presumptive design load bearing value of 2,000 PSF. Do not place footings on soil that consists primarily of clay or silt or have 16. TOP OR BOTTOM PLATE TO STUD TWO 16D COMMON. (ND NAIL walls and any openings or penetrations in the roof are not within 4 feet of the common walls. building is of Type V construction. Sidewall sprinklers that are used to protect such areas shall be permitted to be located such that their any inorganic material or fill. 3. A parapet is not required where roof surfaces adjacent to •the wall or walls are at different elevations and the higher roof is more than 30 inches above the deflectors are within 1 inch to 6 inches below the structural members and a maximum distance of 14 inches below the deck of the exterior FOUR SD COMMON. TOE NAiL lower roof. The common wall construction from the lower roof to the underside of the higher roof deck shall have not less than a 1-hour fire-resistance balconies and decks that are constructed of open wood joist construction. R402.2 Concrete: A 28 day minimum compressive strength s 5 t required n the following locations: 17. TOP PLATES, LAPS AT CORNERS + INTERSECTION 2-16D COMMON FACE NAIL rating. The wall shall be rated for exposure from both sides. 2. Basement walls exposed g weather: 3000 psi plus 5 to 7% air entrainment (� R302.2.4 Structural independence. Each individual townhouse shall be structurally independent. 3. Porch slabs, steps, and garage slabs: 3500 psi plus 5 to 7% air entrainment 21. JOIST TO SILL, TOP PLATE, OR GIRDER THREE 8D COMMON. TOE NAIL [�] Section R314 Smoke Alarms 22. RIM JOIST OR BLOCKING TO SILL OR TOP PLATE 8D COMMON ® 6"O/C TOE NAIL Z I Exce tions: R314.1 General. Smoke alarms shall com I with NFPA 72 and Section R314. R 403.1.4.1 Frost protection: Bottom of all footings to be at least 36" below grade. W P PY 27. BUILT UP GIRDERS AND BEAMS (2X LUMBER) 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER 2 l V 1. Foundations su ortin exterior walls or common walls. ti s. moke alarms shall be listed in accordance with UL 217. Combination smoke and carbon monoxide alarms shall be listed in accordance with UL R 403.1.5 Stepped Footings: Step footing 1 a vertical maximum a 2 feet horizontal where slope of footing bottom exceeds 10% pp g R314.1.1 Lis ng S 5. Townhouses separated by a common wall as provided in Section R302.2, Item 1 or 2 2034. R 403.1.3.6 Isolated concrete footings. In detached one and two family dwellings that ore three stories or less in height and constructed with stud bearing walls, 28. 2X LEDGEP THREE 16D COMMON AT EACH JOIST OR RAFTER,. FACE NAIL W j: wellin s. Dwellin units in two-famil dwellin s shall be se arated from each other b wall and floor assemblies having not less than a 1-hour R314.3 Location. Smoke alarms shall be installed in the following locations. isolated plain concrete footings supporting columns or pedestals are permitted. 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6" o/c at edges and i 0 R302.3 Two family d g g Y 9 P Y R 403.1.6 Foundation Anchorage: Wood sole plates at exterior walls on slabs and all wood foundation wall sill plates shall be anchored with Y2 inch diameter ROOF, AND WAIL SHEATHING TO FRAMING 8D COMMON ROOF 12"o c at interior W w fire-resistance rating where tested in accordance with ASTM E 119 or UL 263. Fire-resistance-rated floor/ceiling and wall assemblies shall extend to and be 1. In each sleeping room. anchor bolts s aced as shown on the Ions and details. Bolts shall extend a minimum of 7 inches into concrete and located in the middle third of ( ) / � Y 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 v LTi Exce tions: 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 0 = a P 4. Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally from the door or opening of a bathroom that contains a bathtub or shower. located not more than 12" or less than 3.5" from the end of each plate section. Plates shall be protected against decay and termites. a. All nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing 0 0 1A fire-resistance rating of 1% hour shall be permitted in (buildings equipped throughout with an automatic sprinkler system installed in accordance with NFPA R314.3.1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent placement of a smoke alarm in Z connections shall have minimum average bending yield strengths as follows: 80 ksi for shank diameter of 0.192" (20d common nail), O 13. a location required by Section R314.3. TABLE R404.1.2(1) 90 ksi for shank d;a,,meters larger than 0.142" but not larger than 0.177", and 100 ksi for shank diameters of 0.142" or less. C? R302.3.1 Supporting construction. Where floor assemblies are required to be fire-resistance rated by Section R302.3, the supporting construction of such assemblies 1. Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) horizontally from a permanently installed cooking appliance. 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 ii 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 ridcges, eaves and gable end 0 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 - ❑ n the walls or ceilin s se aratin the dwellin from the arae shall be constructed of a minimum 3. Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a permanently installed cooking appliance. WALL (FEET) R302.5.2 Duct Penetration. Ducts in the garage and ducts penetratll g g p g 9 9 9 ra a 4. R 314.4 Interconnection. Where mare than one smoke alarm is required to be installed within an individual dwelling unit in accordance with Section R602.3(5) 2x4 wall s,As 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 ga g 58 ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY R302.6 Dwelling-garage fire separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. R314.3, the alarm devices shall be connected in such a manner that the actuation of one alarm will activate all of the alarms in the individual dwelling unit. AND ONE NO. 4 BAR NEAR MID- HEIGHT OF THE WALL STORY wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of two floor pilus roof/ceiling assembly. Exceptions: Lii 0 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 i� 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 c•Ie studs su ortin a roof load with not more than 6 feet of tributa len th shall have a maximulm wall hei ht of 18 feet when perpendicular to the adjacent dwelling Unit wall. Section R315 Carbon Monoxide Alarms �8 AND ONE N0. 4 BAR NEAR THIRD POINTS IN THE WALL STORY � g " pp 9 ry 9 9 ~ �- R302.6 Gara a walls: 5/8 inch type X gypsum board on garage siide, 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 �6 inches on center and 20 feet where spaced at 12 inches on center. 0 00 9 z z LTi R315.1.1 Listings. Carbon monoxide alarms shall be listed in accordance with UL 2034. Combination carbon monoxide and smoke alarms shall be listed in R602.3.2 Top plate. Wood stud walls shall be capf.ed with a double top plate installed to provide overlapping at corners) and intersections with bearing Q R302.6 Garage ceiling: 5/8 type X gypsum board partitions. End joints in top plates s",all be offset not less than 24 inches. Joints in plates need not occur over studs. Plates shall be not less Z R302.9 Flame Spread & Smoke Density Index. R309.2.1: Wall & ceiiling finishes shall have a flame spread classification of not greater than 200. R30.9.2: Wall & Ceiling accordance with a 2034 and UL 217. c01 TABLE R404.1.2(8) Minimum Vertical Reinforcement for 6, 8, 10 and 12 inch Concrete Basement Walls than 2 inches nominal thickness and `ave a width not less than the width of the studs. () o 0 finishes shall have a smoke developed index of not greater than 450. R315.2 Where required. Carbon monoxide alarms shall n provided l accordance with Sections R ening 1 and here it R602.6 Drillin and notchin of dimensional lumber to conform to sections R602.6, R602.6.1, and fi ure R602.6 1 . Nottchin & bored hole limitations for R302.11 Fire blockin shall be rovided in wood-framed construction in the following locations: R315.2.1 New construction. For new construction, carbon monoxide alarms shall be provided in dwelling units where either or both of the following CanditlOnS exist. MINIMUM VERTICAL REINFORCEMENT BAR 9 9 9 ( ) g g p SIZE AND SPACING (INCHES) exterior ways and bearing walls, figure R602.6(2) Notching and bored hole limitations for interior non bearing wraps & figure R602.6.1 top plate `TERE 1. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs, as follows: 1. The dwelling unit contains a fuel fired appliance. 0 %_jI D 2. The dwelling unit has an attached garage with an opening that communicates with the dwelling unit. MAxIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE OF framing to accommodate piping. 16 gage and 1.5 inch wide metal tie fastened across and to the plate at each side of the notch with 8-10d nails �-�' V,OBERT��C� 1.1 Vertically at the ceiling and floor levels. WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH each side. Follow manufacturers specifications for engineered products. (figure R602.6.1) _U �t� � - �/ 1.2 Horizontally at intervals not exceeding 10 feet. (FEET) (FEET) Do not backfill with any soil containing silt or clay. I- * C� Z1 t..� , 2. At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. 915.2.3.1 One Family Dwellings. WALL THICKNESS (INCHES) Q -t 'AL 0 3. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with Section R302.7. 915.2.3.1.1 Buildings constructed on or after January 1, 2008. a 10 12 � ''I r^'a ' � z n 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 - W Z• Y ` 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 0 ,. 5. For the fire blocking of chimneys and fireplaces, see Section R1003.19. 915.2.3.1.1.1 A carbon monoxide alarm shall be provided on each story containing a sleeping area, within 15 feet of the sleeping area. More than one carbon monoxide 10 9 6 ® 41 5 ® 22 NR 6. Fire blocking of cornices of a two-family dwelling is required at the line of dwelling unit separation. alarm shall be provided where necessary to assure that no sleeping area on such story is more than 15 feet away from a carbon monoxide alarm. �? ion R302.1 Item 4 fireblockin shall consist of the followin 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. ❑ 0�`N O�� R302.11.1 Fireblocking materials. Except as provided in Sect g 9 EW 1. Twa-inch nominal lumber. 915.2.3.3 Bed and breakfast dwellings and buildings and structures which (1) contain one or more sleeping areas; (2) are classified in one or more of the following Locate vertical bars tY" clear from inside face of walls. The center of bars shall not vary from this by more than � inch. ! 2. Two thicknesses of 1" nominal lumber with broken lap joints. occupancy Groups: E, 1-2 (except hospitals), 1-4, R-1, R-2, R-3 or R-4; and (3) are not covered by Section 915.2.3.1 or Section 915.2.3.2. -- 3. One thickness of 23/32 inch wood structural panels witlh joints backed by 23/32 inch wood structural panels. 915.2.3.3.1 Buildings and structures constructed on or after January 1, 2008. i1ri NUMBER 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. /� 5. One half inch gypsum board. 0 16 0 2 3 6. One quarter inch cement based mil r gla. T T IT l M DEL B ALT 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. V � � ■ � � SHEET NUMBER 111 ttt...JJJ Q a_ Z & l 6 MODEL B - 1 W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED TABLE R602.3(3) P2607.2 Pipes penetrating exterior walls. Where a pipe penetrates an exterior wall, waterproof seal shall be made on the exterior of the wall by one of the following TRUSSI D E N T I F I C AT I 0 N SIGN "� Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) methods: F- W ULTIMATE DESIGN 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 W MINIMUM NAIL PANEL NAIL WIND SPEED v ult slab-on-grade floors shall have rigid, opaque and weather resistant protective covering to prevent the degradation of the insulation's thermal performsn ce. 2. A flashing of an approved elastomeric material. TYPE CONSTRUCTION, PRE-ENGINEERED WOOD SPACING (mph) The protective covering shall cover the exposed exterior insulation and extend not less than 6 inches (153 mm) below grade. p2$01.6 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 CONSTRUCTION AND OR TIMBER CONSTRUCTION 2 0 MINIMUM MINIMUM MAXIMUM WALL WOOD NOMINAL PANEL STUD SPACING N1101.14 (R401.3) Certificate (Mandatory). A permanent certificate shall be completed by the builder or HERS Rater professional and posted on a wall in the where the damage, the tank shall be installed in a pan constructed of one of the following: NU m SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) WIND EXPOSURE 6" DIA. EDGES FIELD CATEGORY furnace is located, a utility room or an approved location inside the building. REFLECTIVE RED � (INCHES) PANEL SPAN (INCHES) 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. O (� RATING (INCHES O.C.) (INCHES D.C.) PANTONE (PMS) 1187 r ' t5 B C D TABLE N1102.1.2 (R402.1.2) 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. Z U a- 2 3. Other approved materials. gd Insulation and fenestration Re uirements b Com anent L_ Co COMMON 1.75 24/16 7/16 16 6 12 170 140 135 q Y PCo CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL A plastic pan shall not be installed beneath agas-fired water heater. R602.3.5 Braced wall panel uplift load path. Braced wall panels located at exterior walls that support roof rafters or trusses (including stories below top ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE C) o rn 2 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 U -� _ R-VALUE Section U101 Scope EFLECTIVE � 'r"� U .�N r' "' practice. 4 ExCEPT U101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. gFR WHITE fX 4 04>: 1 MARINE 0.35 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 F N . R802.11 Rafter or truss uplift force. Section U102 General Definitions Z 0 rn For rafters at 16"o c in 130mph wind speed. Roof Itch > 5 12 Exposure B N1102.2.2 (R402.2.2) Ceilings without attic spaces. Where section N1102.2 would require insulation levels above R-30 and the design of the roof/ceiling assembly does 1/4" O �-' �C v' / p p P / P Solar-Ready Zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a solar 1/2" Q w a 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. Uplift Force # 117 149 182 203 226 247 281 314 insulation from the requirements of Section N1102.1.2 shall be limited to 500 sf 46 ms or 20 percent of the total insulated ceiling area, whichever is less. TRUSS IDENTIFICATION SIGN STROKE 102. .4 R402.2.4 Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces such as attics and crawls aces shall be COMPLIANCE IDW WITH 19 NYCRR 1264 ❑ U U M � Increase x1.09 for pitch < 5/12. Increase x 1.5 for 24"o/c spacing. Increase x 1.32 for 140 mph. N1 2 ( ) P P P Section U103 Solar-Ready Zone SIGNS IDENTIFYING THE EXISTANCE OF TRUSS CONSTRUCTION SHALL CONSISTS OF A CIRCLE 6'IN Cl) R702.3.5.1 Screw fastening. Screws for attaching gypsum board and gypsum panel products to wood framing shall be Type W or Type S in accordance with ASTM C 1002 weatherst6pped 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 cv Exception: vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration requirements of Table U103.2 Construction document requirements for solar ready zone. Construction documents shall indicate the solar-ready zone. ' P P P P q U103.3 Solar-read zone area. The total solar-read zone area shall be not less than 300 square feet 27.87 m2 exclusive of mandato access or set back COLOR.THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR,CONFORMING TO PANTONE P4 (� and shall penetrate the wood not less than 5/8 inch. R1102.1.2 based on the applicable climate zone specified in Chapter 3. y y q ( ) mandatory MATCHING SYSTEM (PMS) 1187. a R702.4 Ceramic Tile. areas as required by the International Fire Code. New multiple single-family dwelling (townhouses) three stories or less in height above grade plane and with R702.4.2 Backer boards. Materials used as backers for wall the in tub and shower areas and wall panels in shower area shall be of materials listed in Table R702.4.2, N1102.2.8 (R402.2.8) Floors. Floor framing-cavity insulation shall be installed to maintain permanent contact with the underside of the subfloor decking. SECTION 1265.4SIGN OR SYMBOL a total floor area less than or equal to 2,000 square feet (185.8 m, per dwelling shall have asolar-ready zone area of not less than 150 square feet . '$ dations. 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 m2exclusive THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED and installed in accordance with the manufacturer's recomnTen below rade or to the basement floor, whichever is less. Walls associated with unconditioned basements shall meet this requirement unless the floor overhead ( ) q ( ) TO THE EXTERIOR OF THE RESIDENTIAL STRUCTURE: PROVID HOWEVER,THAT: IS AFFIXING THE SIGN OR 9 q of access or set back areas as required by the International Fire Code. TABLE R702.4.2 is insulated in accordance with Section N1102.1.2 and N1102.2.8. SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METR ON THE ELECTRIC BOX,OR IF THE UTILITY Backer Board Materials U 103.4 Obstructions. Solar-ready zones shall be free from obstructions, including but not limited to vents, chimneys, and roof-mounted equipment. PROVIDING ELECTRICAL SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SYMBOL N1102.4.2 doors(R402.4.2) Fireplaces. New woodliburning fireplaces shall have tight-fittingflue 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 clear) indicated on the construction documents. TO BE AFFIXED TO THE ELECTRICAL BOX, THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR MATERIAL M C 178 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 U103.7 Electrical service reserved space. The electrical service panel shall have a reserved space to allow installation of a dual ole circuit breaker for future solar WALL OF THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX.THE GLASS MAT GYPSUM BACKING PANEL �T 1 tight-fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. P SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE Z FIBER REINFORCED GYPSUM PANELS ASTM c 1278 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 O NONASBESTOS FIBER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY COF location or main circuit location. OCCUPANCY OR A CERTIFICATE OF COMPLIANCE. NONASBESTOS FIBER MAT REINFORCED CEMENTTTIIOUS BACKER UNITS ASTM C 1325 WOOD ROOF TRUSS SPECIFICATIONS: U TABLE R703.8.1 E 3901.7 Outdoor outlets. A water proof outlet is required for any size, deck, porch, or balcony that is accessible from inside dwelling unit. ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING CODE. ::) Allowable Spans for steel lintels supporting masonry veneer TABLE N1102.4.1.1 (R402.4.1.1) E 3901.9 Garage Outlets. Garage receptacle, outlets must be serviced by a separate branch circuit that does not supply other outlets. At least one receptacle outlet NM 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. Of Air Barrier and Insulation Installation F- SIZE nc STEEL ANGLE Na STORY ONE STORY Two STORIES is required for each car space in a garage. 1605.3.1 BASIC LOAD COMBINA70NS USING ALLOWABLE STRESS DESIGN: CO a,c (i0/4 ABOVE ABOVE AeovE 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 000/4s'-0• 4'-6• V-0' THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. D E 402.14 Tamper resistant receptacles. Nearly all 125 volt 15 and 20 amp receptacles to be tamper resistant. + L (EQUATION 16-9 O L4x3xt/4 8'-0' S'-0' 4'-6' BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. ) (.)D + S EQUATION 16-10 1_50.5x5/16 10'-0' e'-o' 6'-0' CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY ) � GAPS IN THE AIR BARRIER SEALED. D + .6W (EQUATION 16-12) 1_60.50/4 14'-0" 9'-s' 7'-0' ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) O . BE SEALED. LL Ln D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 OF F- C"Y', 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. ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE CATEGORY B. THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. O c. Minimum bearing to be 6". KNEE WALLS SHALL BE SEALED. T 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 Qi�Z V J ACCORDANCE WITH THE STRUCTURAL REQUIREMENTS OF THE 2015 ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: I]DOORS SEALED. INTERNATIONAL RESIDENTIAL CODE AS ADOPTED BY NEW YOTCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15 PSF, 1. Minimum off 4 inches (102 mm) above the earth exterior stud walls, adhered masonry veneer shall be installed: DESIGN LOADS: ^RK STATE. R703.12.1 Clearances. 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. R703.12.2 Flashingat foundation. A corrosion-resistant screed or flashing of a minimum 0.019 inch 0.48 mm or 26 gage galvanized or plastic with a minimum FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION 9 ( ) 9 9 9 P GARAGE AND CANTILEVERED 2 THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR TABLE R301.7 TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". vertical attachment flange of 3 X inches (89 mm) shall be installed to extend a minimum of 1 inch (25 mm) below the foundation plate line on exterior FLOORS) THE FOLLOWING LIVE LOADS: ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS stud walls in accordance with Section R703.4. SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED ROOF: TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE R703.14.2 Fire Separation. Polypropylene siding shall not be installed on walls with a fire separation distance of less than 5 feet (1524 mm) and walls closer than 10 SPACE SHALL BE SEALED. GIROUND SNOW LOAD 20PSF FROM FIGURE R301.2(5) STRUCTURAL MEMBER ALLOWABLE FOLLOWING INFORMATION: r feet (3048 mm) to a building on another lot. GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 DEFLECTION 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS Il-� Exception: Walls perpendicular to the line used to detenmine the fire separation distance. RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO PER LINER FOOT DEAD LOAD FOR ROOF FRAMING) Rafters having slopes greater than 3:12 L/180 2. LOCATION OF ALL JOINTS. R703.8.2.2. Support b roof construction. A steel angle shall be laced direct) on to of the roof construction. The roof supporting construction for the steel angle shall THE DRYWALL. with no finished ceiling attached to rafters 3. REQUIRED BEARING WIDTHS. O PP Y 9 P y P PP 9 9 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. consist of not fewer than three 2 inch by 6 inch wood members for wood construction. A wood member abutting the vertical wall stud construction shall be EXTERIOR WALL FROM THE SHOWERS AND TUBS. BALCONIES AND DECKS: 40 PSF Interior walls and partitions H/180 4.2. TOP CHORD DEAD LOAD. ^ ' d of member shall be 1� anchored With not fewer than three 5/8 inch diameter by 5 inch lag screws to every wood Stud spacing. Each additional W00 r0 ELECTRICAL// PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED UNINHABITABLE ATTIC W/0 STORAGE: 10 PSF Floors and ceilings w/ brittle finish L/360 4.3. BOTTOM CHORD INE LOAD. H �..T..� anchored by the use of two 10d nails at every wood stud spacing. Install flashing and weep holes. The maximum height of the brick veneer above the lintel ION EXTERIOR WALLS _ BOXES SHALL BE INSTALLED. UNINHABITABLE ATTIC WITH STORAGE: 20 PSF 4.4. BOTTOM CHORD DEAD LOAD. UJ shall be 12 feet 8 inches, with max 7:12 roof pitch. See figures R03.8.2.1 & R703.8.2.2. HABITABLE ATTIC W FIXED STAIRS: 30 PSF All other structural members L/240 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. R703.8.4 Mason veneer shall be anchored to the the supporting wall studs with 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 finis L 180 4.6. CONTROLLING WIND LOADS. 0 � �:) Masonry PP 9 h P - 5. ADJUSTMENTS TO UM 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 LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. m = 8d common nail. Airspace= Nominal 1" between sheathing & veneer. EAch tie shall support not more than 2.67 square feet of wall area and shall be in accordance with ASTM E 283 at a 1.57 psf (75Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the EXPOSURE CATEGORY: B FROM R301.2.1.4 Exterior walls with brittle finishes L/180 6. EACH REACTION FORCE AND DIRECTION. C 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY ❑ spaced not more than 32" on center horizontal) 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 p y Y Exterior walls with flexible finishes L/180 LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. O R703.8.5 Flashingshall be located beneath the first course of malson above finished round level above the foundation wall or slab and at other points of support., C402.4 R402.4.6 Tenant Separation Walls Mandato Fire Separations between dwelling units in two-family dwellings and multiple single-family dwellings seismic provisions of code per R301.2.2) • ry g p pp ( ) P (Mandatory). P 9 y 9 P g y 9 Lintels supporting masonry veneer L 600 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. including structural floors, shelf angles and lintels where masonry veneers are designed in accordance with section R703.8. (townhouses) shall be insulated to no less than R-10 and the walls shall be air sealed. PRESUMPTIVE LOAD-BEARING VALUE OF SOIL: 2,000PSF Per TABLE R401.4.1 PP 9 Y / 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. > �v R703.8.6 Weepholes shall be provided in the outside wythe of masonry walls at a maximum spacing of 33 inches on center. Weepholes shall not be less than 3/16 Includes soil classes: GW, GP, SW, SP, SM, SC, GM, and GC. 10. DEFLECTION RATIO FOR LrvT AND TOTAL LOAD. inch in diameter. Weepholes shall be located immediately above the flashing. Section N1103 (R403) NOTE: Soils with clay or clay and silt will require a redesign 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. Systems of building footings. 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. U roofs will collect ndischarge roof drainage to the round surface R801,3 Roof drainage. All dwellings shall have a controlled method of water disposalfrom o s that I c andd g 9 N 1103.1 (R403.1) Controls (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. not less than 5 feet from foundation walls or to an approved drainage system. WOOD FLOOR TRUSS SPECIFICATIONS: F- 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 TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE INTERNATIONALQ R802.1.5.4 Labeling. Fire-retardant treated lumber and wood structural panels shall be labeled. the heating and cooling system on a daily schedule to maintain different temperature set points at different times of the day. This thermostat shall include Door And Window Required Design Loads: CODE. BUILDING R802.3 Framing details. Rafters shall be framed not more than 1 X inches (38 mm) offset from each other to ridge board or directly opposite from each other the capability to set back or temporarily operate the system to maintain zone temperatures down to 55'F (13'C) or up to 85'F(29'C). The thermostat shall All exterior windows and doors shall meet minimum wind pressures ~ 1 inch 5 mm nominal thickness and not less in depth than the cut end of the rafter. and a cooling temperature set point no lower `� U with a gusset plate as a tie. Ridge board shall be not less than nc (2 ) p initially be programmed by the manufacturer with a heating temperature set point no higher than 70'F (21'C) g p p in pounds per square foot for 30 foot mean roof height, 1605.3.1 BASIC LOAD COMBINA�...,S USING ALLOWABLE STRESS DESIGN: �' 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 (26C). exposure B, zone 5 (end wall zone) as follows: D (EQUATION 16-8) Z rafter. Hip and valley rafters shall be supported at the ridge by a brace to a bearing partition or be designed to carry and distribute the specific load at N1103.1.2 (R403.2) Hot water boiler outdoor temperature setback. Hot water boilers that supply heat to the building through one or two pipe heating systems shall D + L (EQUATION 16-9) W that point. Where the roof pitch is less than three units vertical in 12 units horizontal (25 percent slope), structural members that support rafters and have an outdoor setback control that lowers the boiler water temperature based on the outdoor temperature. 130 MPH ULTIMATE 140 MPH ULTIMATE j ceiling joists, such as ridge beams, hips and valleys, shall be designed as beams. N1103.3 (R403.3) Ducts. Ducts and air handlers shall be in accordance with Sections N1103.3.1 through N1103.3.5. WINDOW/DOOR SQ.FT.AREA WIND SPEED WIND SPEED D = DEAD LOAD, L = LIVE L,AD, U n 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 N1103.3.1 R403.3.1 Insulation (Prescriptive). Su I and return ducts in attics shall be insulated to a minimum of R-8 where 3 inches 76.2 mm In diameter and 10 S.F. +18.2/-19.0 +21.2 -28.0 � accepted engineering practices. ( ) PPY ( ) / FLOOR TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: R802.7.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members, cross-laminated greater and R-6 where less than 3 inches (76.2 mm) in diameter. Supply and return ducts in other portions of the building shall be insulated to a 20 S.F. +17.4 -22.0 +20.24-26.0 TOLL = 40 PSF, TCDL = 1G PSF, AND BCDL = 5 PSF timber members or I-joists are prohibited except where permitted by the manufacturers recommendations or where the effects of such alterations are minimum of R-6 where 3 inches (76.2 mm) in diameter or greater and R-4.2 where less than 3 inches (76.2 mm) in diameter. 50 S.F. +16.3 -20.0 +19.0 -23.0 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 ockness ratio exceeding 6 to 1 based on nominal dimensions shall be supported lateral) b solid N1103.3.2 (R403.3.2) Sealing (Mandatory). Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with either the 2015 International TRUSS DESIGN DRAWINGS SHAIj_ BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIG R802.8.1 Bridging. Rafters and ceiling joists having a depth to th g PP Y Y Table values shall be adjusted for heights > 30 and exposure C or D by multiplying by the RTO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE blocking, diagonal bridging wood or metal or a continuous 1 inch b 3 inch wood strip nailed across the rafter or ceiling joists at intervals not exceeding Mechanical Cade (as amended), the 2015 International Residential Code (as amended) at the New York City Constructions Codes, as applicable. g g g g ( ) y p g j 9 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 wp to 4'-O" and doubled over 4'-0" unless otherwise noted on plan. Connect with tecos for header 1. Air-impermeable spray foam products shall be permitted to be applied without additional joint seals. Minus sign signifies pressures acting away from the building surfaces. 2. LOCATION OF ALL JOINTS. 2. For ducts having static pressure classification of less than 2 inches of water column 500 Pa additional closures stems shall not be required for 3. REQUIRED BEARING WIDTHS. joist spans of 6'-0" and greater. 9 P ( )� y q 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. continuously welded joints and seams, and 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 r r- N1103.4 R403.4 Mechanicals stem piping Insulation Mandato Mechanicals stem piping capable of carrying fluids above 105'F 41'C or below 55'F 13'C shall A B B R E V I AT 0 N S 4.4. BOTTOM CHORD DEAD LOAD. I ( ) Y P P 9 (Mandatory). Y P P 9 P I►Y 9 ( ) ( ) F- be insulated to a minimum of R-3.N1103.7 R403.7 Equipment sizin and efficient rating Mandato Heating and cooling equipment shall be sized in 4.5. CONCENTRATED LOADS AND THEIR POINTS CT APPLICATION. ¢ ry ry N ri �i ( ) 9 Y 9 ( ►Y)• 9 95. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. R806.3 Vent and insulation clearance. Where eave or cornice vents are installed, insulation shall not block the free flow of air. Not less than a 1 inch 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 D.S. DOWNSPOUT LT. Vvr. 6. EACH REACTION FORCE AND Dlkc CTION. or other approved heating and cooling calculation methodologies.yes. LIGHTWEIGHT RMS. ROOMS be provided between the insulation and the roof sheathing and at the location of the vent. PP 9 9 g A.F.F. ABOVE FINISH FLOOR DTL DETAIL LT. LIGHT REINF. REINFORCING,REINFORCED 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G.,. U SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY N1103.6 (R403.6) Mechanical ventilation (Mandatory) The building shall be provided with ventilation that meets the requirements of the 2015 International Mechanical ADJ. ADJACENT/ADJUSTABLE EA EACH LVR. LOUVER RNG RANGE LOCATED SIZE, SRELATIVE IE THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. Section R807 Attic Access Code (as amended), the 2015 International Residential Code (as amended), or the New York City Construction Codes, as applicable, or with other approved A.F.T. ABOVE FINISH TREAD E.J. EXPANSION JOINT L.T. R.O. ROUGH OPENING 8. LUMBER SIZE, SPECIES NTSXN9 GRADE FOR EACH MEMBER. means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilations tem is not operating. LAUNDRY TUB 1 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 Ys P 9• ALUM. ALUMINUM ELEC. ELECTRICAL R. RISER 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. f ANCH. ANCHOR ELEV. ELEVATION M MASONRY inches (762 mm) or greater over an area of not less than 30 square feet (2.8m2). The vertical height shall be measured from the tap of the ceiling RND ROUND 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. framing members to the underside of the roof framing members. Section N1104 (R404) Electrical Power and Lighting Systems < ANGLE MAT. MATERIAL 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. ARCH. ARCHITECTURAL EQ. EQUAL .C. SAWCUT e f the lams in permanently installed lighting fixtures shall MAX.MAXMAXIMUM The rough-framed opening shall be not less than 22 Troches 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 o p p y g g ® AT EQUIP EQUIPMENT SCHEM. SCHEMATIC � MDO MEDIUM DENSITY OVERLAY DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOX)R-CEILING ASSEMBLY, DRAFfSTOPS SHALL BE � accessible location. Where located in a wall, the opening shall be not less than 22 inches wide by 30 inches high (559 mm wide by 762 mm high). be high-efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high-efficacy lamps. Exception: Low EXP. EXPANSION MECH. MECHANICAL SHLF SHELF INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. &5 Z Where the access is located in a ceiling, minimum unobstructed head-room in the attic space shall be 30 inches (762 mm) at some point above the voltage lighting. BD. BOARD EXT. EXTERIOR MIN. MINIMUM SHT. SHEET WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR-CEIUNG ASSEMBLIES UNDER THE O O O O O O O access measured vertically from the bottom of ceiling framing members. See Section M1305.1.3 for access requirements where mechanical equipment is BLDG. BUILDING EE. EACH END SIM. SIMILAR FOLLOWING CIRCUMSTANCES: - - located in attics. Section M1305 liance Access M.O. MASONRY OPENING S.S. STAINLESS STEEL FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS. > > > w > > > > APP BM BEAMw w w w w w w 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. o 0_ w Section R902 Fire Classification removing permanent construction, other appliances, or any other piping or ducts not connected to the appliance being inspected, serviced, repaired or BLKG. BLOCKINGSTRUCT. STRUCTURAL F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT SUSPENSION `o R 902.1 Roofing covering materials. Roof shall be covered with materials as set forth in Sections R904 and R905. Class A, B or C roofing shall be installed in replaced. A level working space not less than 30 inches deep and 30 inches wide (762 mm by 762 mm) shall be provided in front of the control side to BRG. BEARING FDN. FOUNDATION NTS SUSP. 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 (NTS) NOT TO SCALE TYPICAL ROOF & FLOOR TRUSS NOTES: o SGD SLIDING GLASS DOOR SQSQUARE c� 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 . * o O.C. ON CENTER TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF METAL-PLATE-CONNECTED WOOD TRUSSES SHALL N R 902.4 Rooftop mounted photovoltaic panels and modules. Rooftop mounted 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 TB TOWEL BAR COMPLY WITH ANSI/TPI1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. T 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 OPER. OPERATOR . p p g pa g y p g pp FIRM FRAME T & G TONGUE AND GROVE + TRUSSES SHALL BE FABRI!:+TED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING ASSEMBLY TO C.J. CONTROL JOINT OPNG. OPENING jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 feet (914 mm) from a lot line. M1307.3 Elevation of ignition source. Appliances having an ignition source shall be elevated such that the source of ignition is not less than 18 inches (457 mm) FT. FOOT / FEET TGS TOP OF GRADE SLAB INSURE TIGHT FfT11NG JOINTS. 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. COL. COLUMN FTG FOOTING OPT. OPTIONAL TFyy TOP OF FOUNDATION WALL # r ^ P 9 q P Y g 9TYPICAL TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND � v J R 90 5.1.2 An ice barrier water shield shall be installed per manufacturer's s specifications, to maintain product warranty. Car down front of fascia, min 4" M 1502 Clothes dryer duct maximum length not to exceed 35' from the connection to the transition duct and reduced 2-1/2 inches for every 45 degree bend and CONC. CONCRETE GA O.S.B.OSBORIENTED STRAND BOARD TYP TY METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE [�] 51.2 / PP P Y Carry COND. CONDITION GAUGE Oz. OUNCE T TREAD e Z typical. Apply ice & water shield in fair weather when the air, roof deck and membrane are at temperatures of 40 degrees Fahrenheit or 5 feet for each 90 degree bend. Install booster fan for additional lengths. Clothes dryer exhaust system shall comply with code section M1502 listed and GALV. GALVANIZED LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA BUILDING COMPONENT SAFETY INFORMATfION (BCSI) GUIDE TO GOOD PRACTICE FOR W YP PPY P 9 CONT. CONTINUOUS 1 R ONE ROD TOWEL ROD HANDUNG, INSTALLING & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. F-4 higher. Ice protection requirements per table R301.2(1). Install ice & water shield at all eaves, gable ends, hips & valleys. On roofs slopes less labeled in accordance with UL2158A Exhaust duct size shall comply with code section M1506. G.C. GENERAL CONTRACTOR / TR CONST. CONSTRUCTION , 1/S ONE SHELF TRPL TRIPLE * TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL IOF A REGISTERED DESIGN PROFESSIONAL. CL 0 than 4:12, entire roof to receive ice & water shield. M 1506 Exhaust openings: A minimum clearance of 3'-0' is required between air exhaust terminations and openings into the building. GEN. GENERAL 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 roof slopes of two units vertical in 12 units horizontal (2:12) or greater. For roof M1507.4 Minimum required local exhaust rates for one & two family homes. GYP. GYPSUM UNLESS NOTED OTHERWISE J C.O. CASED OPENING U.N.O. BEEN DESIGNED AND INSTALLED FOR THE INSTILLATION OF THE TRUSSES. slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double Area to be exhausted: Kitchen = 100 cfm intermittent or 25 cfm continuous. CANT. CANTILEVER G L GLUE LAM PBD. PARTICLE BOARD W o underlayment application is required in accordance with Section R905.1.1. Area to be exhausted: Bathrooms/ toilet rooms= Mechanical exhaust capacity of 50 cfm intermittent or 20 cfm continuous. C.T. CERAMIC TILE HGT. HEIGHT PL PLATE VERT. VERTICAL W v Iii PNL. PANEL VERIFY IN FIELD W w I- HDWR. HARDWARE V.I.F. CLO. CEILING x R 905.2.5 Fasteners. Fasteners for asphalt shingles shall) be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 HORZ. HORIZONTAL,HORIZONTALLY PWD. PLYWOOD Vy WASHER WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: � v o gage [0.105 inch (3 mm)] shank with a minirnum 3/8 inch diameter (9.5 mm) head, complying with ASTM F 1667, of a length to G2415.7.1 404.7.1 Piping through bored holes or notches. Where piping is installed through holes or notches in framing members and the piping is located less than C.M. CROWN MOULD 1. The mechanicals stems shall be installed in accordance with chapters 12-24 of the 2015 IRC & 2016 NYSRC. Z ( ) P 9 9 PP 9 9 9 PP 9 C.R. CHAIR RAIL HD.WD. HARDWOOD PF. PREFABRICATED W/ WITH Y P penetrate through the roofing materials and not less than '/. inch (19.1 mm) into the roof sheathing. Where the roof sheathing is 1 X 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. O_ 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. PROJ. PROJECT PROJECTED WELDED WIRE FABRIC 3. The electrical systems shall be installed in accordance with chapters 34-41 of the 2015 IRC & 2016 NYSRC. CO 4 HEADER / W.W.F. W 9 ;, R 905.2.8.3 Sidewall flashing. Base flashing against a vertical sidewall shall be continuous or step flashing and shall be not less than 4 the framing member that the piping passes through is a bottom plate, bottom track, top plate or top track, the shield plates shall cover the framing PENNY HB HOSE BIB PSI POUNDS PER SQ. IN. WO OR W/O WALKOUT 4. All general notes unless otherwise noted on plans or product specifications. ( T , inches (102 mm) in height and 4 inches (102 mm) in width and shall direct water away from the vertical sidewall onto the roof member and extend not less than 4 inches (51 mm) above the bottom framing member and not less than 4 inches (51 mm) below the top framing DBL. DOUBLE PSF POUNDS PER SQ.FT. / ^ DIA. DIAMETER I.D. INSIDE DIAMETER WNDW WINDOW 5. All applicable state & local codes, ordinances and regulations if any. or into the gutter. Where siding is provided on the vertical sidewall onto the roof or into the gutter. Where siding is provided on member. P.T. PRESSURE TREATED the vertical side wall, the vertical le of the fllashin shall be continuous under the siding. Where anchored mason veneer is DIR. DIRECTION INGR. IN GROUND re6. In areas where the drawings do not address methodology, the contractor shall be bound to perform strict compliance with manufacturer's specifications and / or ❑ 9 9 9• masonry G2415.7.3 (404.7.3) Shield plates. Shield plates shall be of steel material having a thickness of not less than 0.0575 inch (1.463 mm) (No. 16 gage) INSUL. INSULATION QUAD. QUADRUPLE recommendations. provided on the vertical sidewall, the base flashing shall be provided in accordance with this section and counterflashing shall be DN DOWN provided in accordance with Section R703.7.2.2. G2426.7.1 (502.7.1) Door swing. Appliances and equipment vent terminals shall be located such that doors cannot swing within 12 inches (305 mm) horizontally of DR. DOOR INT. INTERIOR REQ'D REQUIRED 7. General contractors and subcontractors to review these construction documents upon receipt from architect and report Lary and all discrepancies including any 0 P the vent terminal. Door stops or closures shall not be installed to obtain this clearance. I.S. INSIDE CORNER REF. REFER TO REFERENCE dimensional conflicts, immediately to architect for corrective measures prior to construction. � M R 905.2.8.5 Drip edge. A drip edge shall be provided at (eaves and rake edges of shingle roofs. Adjacent segments of drip edge shall be DW DISH WASHER RMS. ROOMS 1 G2427.8 A mechanical draft venting system, excluding direct vent appliances, shall terminate not less than 4 feet below, 4 feet horizontally from or 1 foot above any JT. JOINT REINF. REINFORCING,REINFORCED 8. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. � 0 overlapped not less than 2 inches (51 mm). Drip edges shall extend not less than /a inch (6.4 mm) below the roof sheathing DWG. DRAWING } 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. 0 m and extend up back onto the roof deck not less than 2 inches (51 mm). Drip edges shall be mechanically fastened to the roof level. KSI KIPS PER SQUARE INCH 10. DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the contractor, a discrepancy exists, the contractor shall Z Z tii deck at no more than 12 inches (305 mm) a.c. with fasteners as specified in Section R905.2.5. Underlayment shall be installed The vent terminal of a direct vent appliance with an input of 10,000 BTU per hour or less shall be located not less than 6 inches from any air opening promptly report it to the architect for proper adjustment before proceeding with the work. Z over the drip edge along eaves and under the: drip edge along rake edges. into the building. Such an appliance with an input over 10,000 BTU per hour but not over 50,000 BTU per hour shall be installed with a 9 inch vent 11. OMISSIONS: In the even certain feature of the construction are not fully shown on the drawings, their construction shall) be of the some character as for similar (D 0 termination clearance. GRAPHIC SYMBOLS conditions that are shown or noted elsewhere on the construction document set. R 1001.1 Masonry fireplaces & chimneys to be constructed in accordance with Section R1001 and the applicable provisions of Chapters 3 The vent terminal of a direct vent appliance with an input of over 50,000 BTU per hour shall be located not less than 12 inches from any air opening into U) • G� R and 4 of this code. 12. All work is to be performed in a professional manner and in accordance with best practice and consistent with manufiacturer's and supplier's recommended COBE C' the building. � C',S 'yam STRUCTURAL CALC. REFERENCE installation procedures. �, . ��L m 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 framing inspections and or field inspection. The architect is therefore not responsible for an and all conflicts C <w m nthan 3 feet above the highest point where the chimney passes through the roof. 4) Clothes Dryer Exhaust XX ® P 9 P / P P Y , z �G2439.1 (614.1) Installation. Clothes dryers shall be exhausted in accordance with the manufacturer's instructions. Dryer exhaust systems shall be independent of all DETAIL REFERENCE including weatherazation, water proofing and framing with respect to the construction documents. • e X)( c..> PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER ("R',EGULATIONS"), 8 NYCRR 69.5, ENTITLED ,, '',. E c Section R1004 Factory-Built Fireplaces other systems and shall convey the moisture and any products of combustion to the outside of the building. ,� FLOOR FINISH CHANGE "SEALS AN ARCHITECT WHO SEALS "PLANS, SPECIFICATIONS AND REPORTS" MUST PLACE A STAMPED WARNING ON THE SEALED DOCUMENT INDICATING THAT: IT IS A ( t�� I I * R 1004.1 Factory built fireplaces shall be listed and labeled and shall be installed in accordance with the conditions of the listing. Factory G2439.4 614.5 Der exhaust duct ower ventilators. Domestic dryer exhaust duct ower ventilators shall be listed and labeled to UL 705 for use in dryer exhaust built fireplaces shall be tested in accordance with UL 127. ( ) Dryer P ry P ry VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AND ITEM IN ANY WAY. I R 10004.5 Gasketed fireplace doors. A gasketed fireplace door shall not be installed on a factory built fireplace except where the fireplace duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the manufacturer's instructions. O DOOR / HARDWARE TYPE U fn 0 Q� system has been specifically tested, listed and labeled for such use in accordance with UL 127. ,C R 1006.1 Factory built or masonry fireplaces shall be equipped with an exterior air supply to ensure proper fuel combustion unless the room Section P2607 Waterproofing of Openings /X*71111 _ _ _ XX BUILDING SECTION ❑ $ N t 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 )()( )()( . in manner that prevents water entry into the building. Counterflashing into the opening of pipe serving as a vent terminal shall not reduce the required �= PARTITION TYPE / Energy Efficiency internal cross-sectional area of the vent pipe to less than the internal cross-sectional area of one pipe size smaller. �/ -' ''JOB NUMBER N1101.10.1.1 (R303.1.1.1) Blown or sprayed roof/ ceiling insulation. The thickness of blown in or sprayed roof / ceiling insulation (fiberglass or cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 1112) throughout 2 ® 1 6 0 2 3 the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with numbers not less than 1 inch ( mm) lheight. Each marker shall face the attic access opening. Spray polyurethane foam UNITS 15 MODEL B ALT W shall i thickness and installed R-value shall be listed on certification provided by the insulation installer. - Q SHEET NUMBER 2 Wr-," 2 & 16 (MODEL B - 1 ) 17)0 W - I I I 01 I COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED I WEEN NOT ALIGNED WITH RAFTER, fA ��X • GONNEGT KING 5TUD5 TO TOP PLATE ~ 66-W r0"M PAIR ROOF FRAMING WRAP 1-1/4"X22 GA.GALV.COIL 5TRAP Z C , G5 so X 7.f"MIN ATO 111 TO G RAFTERS OVER TOP OF TOP PLATE AND NAIL 2x4 OR 2xb 1'� E ATTAOi TO EAGtt PAR 2x AGO LED6ER 1-V 2-3/8"x5" LA6 DBL TOP PLATE GRIPPES STUDS D v I6"O.G. RL�OF RAFTER BOLTS a 16"Or, INTO STUDS U 5M PLM 5� PLAN SIMP50N STRONG-TIE 2X BLOCKING 0 *�J U A35 a EVERY RR AT 2 END BAYS 2X4 STUD WALL OR Z V CL z END w U • GEILIN6 J015T OR W 5 ,8�5 V/ o c`v -TE M5 TE IV ° SIMP50N STRONG-TIE 0 .t.. 6MI60N STRONG 5M'SON STRONG _ _ 51MPSON STR.ON6-TIE H2 8D NAILS TRll55 BOTTOM CHORD 51MP50N H2 CONNECTOR®EA. � f- ,�� � v� n cs3, 5IM NAILS TYP RIDGE STRAPS SNALL CE ATTAM TO EACH PAR Of OPPOSING WFTERs. ALTERNATE To R106E STRAP: H3 0 EVERY RR RAFTER TO STUD AND KINGS (TJ�aPTION:RIDES STRAPS ARE Wr IREQUIFU MIN 60LLAR TES OF PROVIDE 2x4 COLLAR TIE AT (WHEN ALIGNED) ' C 1 > FOR U5E WIN STUDS AND USE IN COMBINATION ONLY WiEN STUDS AND "NAL Vi OR 4X4 UMPER ARE LOGATEP M THE Ili THIRD cr TSE UPPER THIRD OF THE ATTIC SPACE F_ 04 HU 4-IOd AT EACH RAFTER) G5-22 STRAP AT rn a�Z ,RAFTERS ALIGN (RAFTERS DO NOT AL16N Arrlc 5PALE aD ATTALI Ev ro EAGt PAR Gf RAFTERS W/4 IOd NALS cn U T._ 'Lo L5U26 FOR 2x6 RR EACH STUD,SEE LS126 FOR 2x8,2x10,OR 2x12 DETAIL 4 EADER O L tL o M U Q C: co o a4 FRAMED G El U ti R WI OR co -RIDGE STRAP DETAIL / -RIDGE 5T-RAP DETAIL LU5aSIMPSON STRONG-TIE 2x4 5 2xb E OR DOOR LU28 ® EVERY GJ STUDS® Ib"O.G. (FOR OATH.GL65 WITHOUT COLLAR TIE5) / (WITH OR WITHOUT COLLAR TIES) NO SPECIAL F7 nz 2 2x AGO LEDC-�ER W/3/8"x5" LAG GONNEGTORS REQ ao'a'olsr. (D2N.TS. LOCATE AT // `� N.TS. LOCATE AT EVERY RAFTER BOLT® 16" OG INTO STUDS IN TH15 AREA STRAPPING TO BE 1-1/4 X 22 GA. '- 5M'5GN STWdJG °6IMP N 5TRONG -TIE LT5 -re fib / 6ALV.,SEE DETAIL 4/DI.ALL STRAPPING SM," SD NAILS r f?.�IDD MAY m Ustp r APPLE / GABLE END HALL TO BEAR A MIN.OF 10"ON FRAMING. � -re NI6�nw5 OutR I,y."SFFrATNNG Is�. , PORCH ROOF 8T NAILS iYP. / FOR u5E W1LS TVP. 5 AND USE IN GOMBINATIO►N ONLY W�15TUD5 AND STRAPP I NO DETAIL DETAIL T TTI G ALI6N N17f�d-16N �1 Z NTS' I I NTS. STRAPPING TO RUN ONTO RIM J015T,SEE O DETAIL q/DI(ONE STORY)OR ONTO 5TUD U Il ROOF RAFTER HURRICANE TIES AT WALL BELOW(TWO STORY) � N.T5. LOCATED AT EVERY ROOF RAFTER \ ' ' \ ATTIC 0 0 5TRAPP I NC DETAIL �1P50,.R POST DAP�4, i2 FOR FRAME GONNEGTI ONS o � USE W,6?5-4 AT M DI N•T5. 2ND FLOORQj� T °PR1=-EENT 4-ibd FACE NAILS FROM V J 1N (1)2x PROVIDE 3"X3(6"X3"WASHER PLATE AT ALL ANCHOR BOLTS STRAP OR 4x KING 5TUD INTO HEADER ❑ hN5TG4L5D3 SECURED BY WOOD SILL PLATES. / COLUM�ATEAr�EVeRY TOP ANCHOR 51MP50N PAB OR 55 ANCHOR BOLTS MAY BE USED IN LIEU OF sTRM START NAILS THREADED ROD W/WA5HER PLATE. �...� ED LDOTN LOCC.OLIIMW 6tRDER GOMJEGTION H/2 lP FRAv1 PROVIDE 3'Xb'X.036'6ALV.STEEL PLATE MUr MR N Ts. EIV OF srly (4)NAILS MN,M �Vc b-8D NAILS AT CORNERS AND INIEZSEGTING WAL.S. 3'X12"X 036"6ALV.STIP PLATE IN IV UMTH(PYP.) l 1 T I �p 12-8D NAILS AT AT BUTT JOINTS IN STRAI6 iT 5IMP5ON L5TAI2 5TRAP W/ � „� \ I -r WALL5 WERE THERE 5IN6LE PLATE OR HEADER 5-IDD NAIL5 EAGH END AT l ALE ONE AT SPANS UP ro b 1. 2X6 KIN6 STUDS OFAr EACH JACK STUD (�L@Ny1TN 24'MINIMUM LAP SPLICE O NAILS TWO FOR SPANS 6 TO 12 1$T -,F�_Mlzv 5/8"4P A301 ROD THREADED b"BOTH ENDS. THREE FOR SPANS 12 To Ib FEET 2X6 JACK 5TUD5 N.O.N.):FROZE MM DV 12-161)MIN.NAILS ONE AT 5PAN5<6' DISTANVE&T/rBOTTOM 3/4 AND I ROD AT 51MP50N STEEL STRONG WALL,SEE PLANS AT ALL SPLICES I� EW LLEWITH I�� f OOR NAIL TWO AT SPANS FROM b'TO 12' w J- 51MP50N P05T BASE „ " UNNTHREE NOTED DTHERN15E ON PLAN W (4)NNS MRM I ABU44 OR A13U66,SEE PLAN 2X3/6 X3 WA5HER PL W/NUT EACH 51DE m IL"L1346Tti ) 65-22 COIL 5TRAP I UPPER STORY SHEAR (� 1 - HALL TO GIRDER ALTERNATE ANGHOR BOLT DETAIL @ EXTERIOR WALL ❑ FLOOR TO FLOOR TIES I BELOW GONNEGTION O 4 ��A�=ATI J i=OR SET BACK WALLS HDU HOLD-DOWNS AND STRONG HALL DOULT IN T BLE TOP WALL PLATE SPLICE DETAIL / HEADER GONNEGTION N T5. EVERY STUD I \\ FOUNDATION MIN��NT°K1/2'0 HOOKED ANCHOR���ON I Nom- I \ BOLT W 5'MINIIAN EMBEDMENT N T5. I pI•T•S• I I✓ N.TS. ICJ GOL STRAPS LjtW 5IVTfW PROVIDE Sd COI�*W (ON x 15'040)NNS. LVL STIRA S OVER 5tf�1Tt1ING PROVIDE-IOd LOM,ION(ON x V LONG)MALS. ( \\ \\ 6 COLUMN POST BOTTOM ANGHOR LOCATE AT EVISRY COLUMN/6WDM GOfJNEC nON RXr R� ALLOWABLE HOLES ►� TO fur Y LEY W 8D NAIL 0 6"O/G AT ALL PANEL E06E5 16D NAIL® 24"0/G U \ AFROXE td S PQt W,SAL 5 TGE N� HIP RAFTER, 160 NAIL a 24"0/6 }�,"050 OR PLYWOOD LVL Headers a n dl Beams W 51HP50N HGP HIP 5HEATHING 2 SEE PLAN Microllam® LVL RAS PFIM INTERIOR 1.3E TimberStrande and Z) (4)NAILS MIN N CORNER TIE LSL hole zone Parallam®PSL 2 x diameter of the %3 depth U NOTE:WHERE 2:4'WIDE MINIHIJM RAL HEIGHT I I2"LBJGTfi(TyPj hole zo largest hole(minimum) o WALL RETURN 6 PROVIDED AT FIDS OF BRACED WALL LINE THE 800#HOLD"MAY BE ELIMINATED. PROVIDE TYRO(ONE AT EACH I 13/4'MN IZ"LENGTH(MN) 7 80 NAIL®6'O/G 51M 65-22 STRAPS PER DETAIL 4 IN LIEU OF LSTA36 STRAPS SHIObW IN THE DETAIL. NAIL SHEATHING TO ����WASHER o INTERIOR - o AT ALL PANEL d o SILL PLATE W/TO 2X ACQ SILL PLATE. DOUBLE o NAILS o IN 8d SILL AT FULL BA5EMENT5 EXTERIOR GYPSUM BOARD o 0 0 5/8 DIA STEEL ANCHOR 8D NAIL® 12'0/6 AT All Microllame LVL and J 7'MIN IMIM BOLTS MAX 2'-b"OL.. - - - - - :x to n><r vim' Parallam®PSL EMBEDMENT EXTEND BOLTS MIN.T INTO 65-22 COIL STRAP ,PLK 9W TD RAFT13t MEMBERS NOT AT PANEL E06E5 FVK WITH TIGHTENED NIT s pggy allowed hole zone Tx 3'WASHER TO EACH BOLT. (1)1 x y AGQ 5M'S0N LTP4 PUTS NNID TO middle%span PROVIDE TERMITE 51418 D SILL WIS N ML 51M 15/32"055 OR LSTA36 IN 10-I0d NMILS #4 CONTINUOUS BAR SEAL AND MAINTAIN W MIN. 5LL PLATE RM AAD SIL FUTE A Ib"0/G AT Wh RA M WMZF IN51DE GO RNER OUTSIDE CORNER LOCATED 2'TO 6' VAM AIA MEISMIF". PLYWOOD SHEATHING d 1.3E TimberStrande LSL allowed)hole zone d r r- INTO ai 6 INro STUD FROM YD ro FINISHED GRAVE General Notes o ry N N M M ONO I�Low l2 FAGH CORNIER) FROM TOP OF WALL NOTE: INE As HEt r,eLe 2�D wrcM PLAN VIEW PLAN VIEW ui Tall=2,980x GOIL STRAPS UNDER SHEATHING PROVIDE:8d COMMON(0.131 x 25"LONG)NAILS.GOIL EXTERIOR WALL TOP �/T / /1� 5�FOUNDATION PIAN STRAPS OVER 5HEATHIN6 PROVIDE.lod COMMON(0.131 x 3'LONG)NAILS. EXTERIOR LI I lJl� GCJItN HEADER MAXIMUM ROUND • Allowed hole zone suitable for unifolrmly loaded LAY-OVER OR FALSE VALLEY DEPTH HOLE SIZE headers and beams only. nd STORY GORNE�R GONNEGTORS TYPICAL ANCHOR BOLT �5TUQ TO RIM JOIST TO SILL PLATE ST-RAPPINC DETAIL PLATE HIP GONNEGTION WALL FRAMING 43%" * Round holes only o '�7 5%2" 1%a" * No holes in cantilevers. 1 LOCATE AT EVERY STUD 11 T`-�• I� NT's I v Pi.TS. H,T,r�, 7%4"to 20" 2" * No holes in headers or beams in plank orientation. N.TS. LOCATED AT EYER1'CORNER N.TS. LOCATION AS NOTED See illustration for Allowed Hole Zone DO NOT cut,notch or drill holes in headers except as indicated in illustrations and tables. z Z Z O z z z z A MINIMUM OF TWO BRAG WALL LINES 04)AIRE`REC�l1tW3D IN EACH DIRECTION OF A B111LDIN6. BWLS SHALL NOT BE SPAC® VITEN"STRAP AND WAIL Sf0TFIN6 fl *V WALL av O O O F O O O O rn U Q � V5 @ � MORE THAN 60 FT APART. WALLS WITHIN A BW-5HALL NOT BE OFFSET BY MORE THAN 4 FEET PROM A OWL.. BWL LOCATIONS ARE NOTE: TD TLP e1'PONY vl 1.f Low-��� I NOTE: TO TGP Gr PONY WN L P U� > > > w > > > > INDICATED ON FLOOR PLANS �� W W W w W W W W SWSON DTTIZ HGLDOAM AT 66-W NWO PLACED ONTOPO HEADER I I PLACED ON TOP O HEADER IM WALL EHD PAN35(TYIT Al IDU AS RF1�l11RFD A BRACED WALL PANEL(BHP)SHALL BE61N WITHIN 10 FELT OF EACH END OF A BWI_ THE DISTANCE BETWEEN ADJACENT ® W L FIV WNL G£TAIS G AND D. EDiSE5 OF BWPS SHALL NOT 13E eREATE R"I AN 20 FEET• THERE SHALL BE A MHK)t f OF TWO EWP ON EACH EUWL EXCL�T AT ® WALLS<Ib FEET LONG MAY HAVE ONE 48 OR LOI�2 BW°. BWP5 fE T1'PIGALLY G5-1-15P SHEATHED BRACED WALL PANELS m 3 I/2"WIDE LVL HEADER(SEE PLOW N ® �10D NAILS AT DTTIZ (TYPE A)OR GYPSUM BOARD 6B(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS AS NOTED ON PLAN WHERE BWP TYPES A Con Va6 TO OUT5IDE OF PANEL ® AND B DO NOT QUALIFY DUE TO MINIMUM LENGTH REQUIRENENT5 OR ADDITIONAL CONTRIBUTING LENGTH OF BHP 15 REQUIRED. BHP TYPE5 ARE INDICATED ON FLOOR PLANS. \ r ^ ® 3/8'0 THREADED ROD Z Z V J ® C5-W5P CONTINUOUSLY SHEATHED BRACED WALL PANELS(TYPE A)SHALL MEET \\ THE MIMMl1M L6J6 OF TABLE11R602.10.5. NAIL I(d'MINIM11H1 WALL CONTINUOUS IIV4 MIN DEEP HEADER TO CONTINUOUS IlV4"MIN DEEP HEADER TO MOTE:HHERE 24'WIDE MINIMUM RILL HEI6HT OUTSIDE KING STUD(S�PLOW Q OUTSIDE KING STUD(SEE PLAW Q PING me WALL RETURN IS PROVIDED AT ENDS OF SHEATHING W TH 8d NAILS e b 0/C(�6E5)AND 1210/6(FIELD)AND PROVIDE 2X w LL1 C5 5P BRACED WAIT LINE T}E e00k BLOCKING AT ALL IINIR)I'PORTED PANH-EDGES. PROVIDE 800 POUND HOLDOW� FASTEN J'5HEATHIN6 TO HEADER NU FASTEN�'S1ffATNIN6 TO FADER W/ Z HOLDOHN MAY BE ELIMINATED. PER DETAIL III OR 20 AT ENDS OF BRACED WALL LINES THAT DO NOT HAVE 8D NAILS o 3"O/G IN EACH DIRECTION 80 NAILS o 3'0/0 IN EACH DIRECTION W EITFBt A 24"MIMMUM FULL HEIGHT WALL RET"OR A 48'MMMUM BW'• SIMPSON L5TA24 STRAP ON BOTH 51DB AND N SIMPSON L5TA24 STRAP ON UN5HEATRD = TRIM TOP OF PANE A5 REQV : � EACH OF HEADER TO JACK STUD W/Ib-100 NAILS FACE HI/Ib IOD NAILS O TABLE R.bO2.105 MINIMUM LENGTH REQUIREMENT5 OF G546P z z 6-I/4' SD5 SCREWS Q W } m FASTEN TOP PLATE TO HEADER WI 2 H FASTER TOP PLATE TO HEADER W/2 1- PORTAL STRAPS 1/2'FROM EDGE ON "--I GONTINUOU5LY SHEATHED BRACED WALL PANELS z z WALL MIN PANEL BOTH SIDES(4 STRAPS PER PANED ROWS OF 16d NAILS o 3"0/G o ROWS OF 16d NAILS o 3'O/G pp W W WALL AJAGENT CLEAR MINIMUM LE1d6TH OF v U HEIGHT(FT) WIDTH'L' W w HEIGHT(FT) OPNG HEIGHT BRACED WALL PANEL PANEL SHALL HAVE A LENGTH'L'OF NOT PANEL SHALL HAVE A LENGTH'L'of NOT 8 28' 0 = Q 51MP50H CM C40UPLER NIT <64' 24" LE55 THAN Ib'FOR 8 Fr WALL,18'FOR q LE56 THAN 16'FOR ONE STORY AND 24'FOR 8 64'TO 80' 32' FT HALL,AND 20'FOR A 10 FT WALL S.� FIRST FLOOR OF TWO STORY APPLICATION. q 32' SIMPSON SW5B STRO:N64^IALL SB Z 80"TO qb" 36'* PLAN FOR ACTUAL L.BN6TH X SEE PLAN FOR ACTUAL LENGTH � 10 34' PANEL,VERIFY PANEL 15 PLUMB <64' 21' GYPSUM BOARD "6B"BRACED WALL PANELS(TYPE B)SHALL BE Q Q _ II 38" U) �� Q 3/6"m ANCHOR BOLT OR Cl 64'TO 80' 30' 46'HNUMUM IN LfN6TH ON BOTH SIDES OF WALL PEER TABLE - - -- 12 42' NOTE:DETAIL APIPLIE5 TO ADHESIVE ANCHOR 80"TO q6" 41' 'R602J05. 5EGU2IIE&6YPSIHM BOARD WITH 6d COOLER NAILS, (2a JACK STUDS MIN.OR PER PLAN (�)JACK STUDS MIN.OR PER PLAN W p.,1 LL (64' 30' A915"X 176'6YPaJlM BD NAILS,OR Aq8'X 196'AMS RINSED BOTH ENDS oF°HEADER I- • 10 64'TO 80' 30' NAILS a"110/6(ED6E5)AND TO/G(FIELD). BLOCICIN6 IS NOT C) LL - - ❑ • 801 TO qb" 38" '��AT TED PANE-EDSIES WHEN PANE-5 Af;E BLOCKING AT PANEL ED6E5 AL rx BLOCKING AT PANEL ED6E5 N INSTALLED HORIZONTALLY. PROVIDE JOIST OR 1145 OR RLL *Partial Credit for panels 3b"to 48"wide per R602.10.52 HEI6W BLOGKINB DIRECTLY ABOVE AND BELOW TYPE B WALLS. BLOCKING AT PANEL ED6E5 �- "L EQUAL TO Iii TYPICAL HOEDOWN DETAIL AT ONE JACK AND KING STUDS ONE )AGK AND KING STUDS CONTINUOUSLY SHEATHED WOOD TWOKIN65TUDS or > I2" � FASTEN 1/161 SFEATHIN6 TO EACH STUD FASTEN 7/I6'SHEATHING TO EACH STUD F FRAMED FLOOR A STUCTURAL PANEL "CS-WSP" -TYPE A B GYPSUM BOARD "GB" - TYPE B AND SILL W/8D GOMr1oN NAILS o 3' AND SILL w 8D COMMON NAILS o 3"O/G FASTEN'tAbSHEATHING TO STUD Z Ln Go NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 AND 5111"W&i NAZIS®4'0/6 w N T5. PORTAL DETAIL"A'ONLY APPLIES 5cs IN 1DOL9LE END STUD 51MP50N HDU5 HIOLDOM W/14-1/4'SD5 51MP50N HOU2 POLDOI^fN IN 6-1/4' Z TO 2 FT TO IS FT WIDE OPENIN65. 505 SCREWS IF NO FLOOR ABOVE. TABLE 602.10.3(1)BRACING REQUIREt-ENT5 BASED ON 14OMPH TABLE 602.10.3(2)WIND ADJUSTMENT TO HDU4 SCREHOLDWS IF O to AB'SD5 U) O m WIND SPEED,EXPOSURE B,30 FT MEAN,ROOF HEIGHT,10 FOOT REQUIRED LENGTH OF WALL BRACING. 2-VTO ANCHOR BOLT OR EXPAN51ON PANEL TO SIT DIRECTLY'ON TOP of SGREHRS IF BOOR ABOVE. CONCRETE FOUND/AT10N WALL � SMPSUN DTTV tiGIA'IATH AT C6*W DWO HALL HEIGHTS,AND 2 BRACED WALL LINES BOLT WITH 2'X2'X/h'PL WASHER UTO ANCHOR OR EXPAN51ON BOLT Wp GEST REpq AD IISTMENT STORY CONDITION ADJUSTMENT WALL IBD PAN35( A)tW AS RFLRIIRED BASED ON 5UPPORTIN6 FACTOR OVER -Z--- _1- - 2-1/2'0 ANCHOR OR EXPAN51ON BOLT Q'� E CONT #4 BAR CONT IN TOP OF OGONGRR TE CONCRETE W BAR GOVT IN TOP CONCRETE lg TIE STORY BWL SPACING METHOD 6B ><4 BAR coNr M TOP AND BOTTOM -_� ®'I AT DRAGfD WALL DETAILS L AND D. ® SHEATHING EXPOSURE CATEGORY ONE STORY G 12 FOUNDATION � . ® S 0 WLS Ar DITIZ TOP IO' 25' SS' EXPOSURE CATEGORY ONE STORY D IS ® EXPOSURE CATEGORY TWO STORY G 1.3 PAB5-18 ANCHOR BOLT OR Ya THREADED OF CONCRETE FOWATION SIMPSON 507/8X24 OR PART-18 ANCHOR ���� � m � ® TOP 20' 5.0' 10.0' EXPOSURE CATEGORY TWO STORY D 1.6 EXTEND WALL 5HEATHEN6 OVER RIM J015T ROD W/WASHER R ATE,S DETAIL 15/0I Z BOLT OR Ye"THREADED ROD, CA i F' PAB5-I6 ANCHOR BOLT OR Ye THREADED SEE DETAIL 15/DI OVER ROD W/WA5FER PLATE,SEE DETAIL 15/DE ROOF HAVE TO RIDGE ROOF ONLY 15 FT 1.3 PANEL ED6E FRAMED ®I TOP 3O' 7.0' 14.5' ROOF SAVE TO RIDGE ROOF ONLY 20 FT I.6 WALL PORTAL DETAIL"B'ONLY APPLIES TO 6 FT TO 18 FT WIDE OPENINe5. O �" FLOOR PANEL HAS CONTRIBIUTIN6 LENGTH OF 48"TOWARDS RbO2.10.3(I)MINIMUM LEN&TH WALL TO BE U5ED ON FIRST FLOOR APPLICATION ONLY.PANEL HAS SIMP50H STRON644ALL REQUIRES EN6Et�RED DE516N TO I U TOP 40' q.0' IB5' ROOF EAVE TO RIDGE ROOF+I FLOOR 15 FT 1.15 REGiUIREMENT5 FOR BRACED WALL PANELS AT BRACED WALL LINES. WALL TO BE (ONTRIBIUTIN6 LENGTH OF 48'TOHARD5 R602.10.3(I)MINIMUM LEN6TH TO DETERMINE PANEL SIZE AND ANGHIOR BOLTS FOR ❑ ROOF EAVE TO RIDGE ROOF+I FLOOR 20 FT 13 I ON FIRST FLOOR APPLIGJITION ONLY REQl11REMENTS FOR BRACED WALL PANELS AT BRACED WALL LINES. ACTUAL HORIZONTAL DIE5E6N WIND LOAD AND CONDITION TOP 50' 11.0' 23.0' ROOF HAVE TO RID6E ROOF+2 FLOOR 15 FT 1.1 ROOF EAVE TO RID6E ROOF+2 FLOOR 20 FT NP JOB NUMBER TOP 60 13.0 27.5 wALLHEI&HT ANY STORY OFT O.q CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL "ABW" SIMPSON STRONG WALL 3/8.0 ANCHOR BOLT OR WALL HEIGHT ANY STORY 11 FT O.qS 2016023 ADiNE51vEANGHIOR BOTTOM of 2 Io s,o Io5 WALL HEIGHT ANY STORY 11 FT 1.05 FRAME "CS-PF" DETAIL - TYPE C "PFI" DETAIL - TYPED DETAIL - TYPE E DET �SCALTE YPE F 4 o o°°°o.•,u BOTTOM OF 2 20' q.0' 1q.0' WALL HEIGHT ANY STORY 12 FT LI NOT TO SCALE PER FIGURE 8602.10.6.3 D NOT TO SCALE PER FIGURE 8602.10.6.2 NOT TO SCALE PER FIGURE R602.10.6.1 NOT TPER ENGINEERED METHOD W °$a BOTTOM OF 2 30' 13.0' 05, 1✓UNEER � PER PIAN DIRECTION AT STORY 3 1.3 NIHEER OF BH L PER PLAN DIRECTION AT STORY 4 1.45 Q SHEET NUMBER , NUH>BER OF BH L PER RAN DIRECTION AT STORY 5 OR MORE Ib BOTTOMOF2 170 ° WALL PANEL DETAILS GYP BD FINISH OMITED FROM INSIDE FADE OF BWP 1.4 (2�IBRAJCED HOLI�OI�IN DE:TAIL AT5LAE3 BOTTOM OF 2 50' 21.0' 425' APPLIES TO METHOD GS- AN ONLY UNITS l 5 (MODEL B -ALT) & l 6 (MODEL B - 1 ) U) 2O N.TS. BOTTOM OF 2 60' 25.0' 525' GYP IE FASTENING ANY STORY 4"O/G O.l D_1 NOT TO SCALE W APPLIES TO METHOD 6B ONLY Q COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED 12 C.2 HR SEPERATION WALL PER UL#336 co q LINE OF ROOF 4'-0" 4'-0° Z C)TRU55 BEYOND (NO VENTING) (NO VENTING) w RIDGE VENT RIDGE VENT U (3) 2x8 P.T. GIRDER - - -- -_ -- - r„:.� 1I Lp 1 w BEYOND BI-5 -�- 1 - _ T Z `✓ L t 1x8 FASCIA BOARD q ' / � T ' ~ L v L 12 �- -12 - -�I2 __ - 1 "' -' 1 12 GUTTERS d LEADERS b"AZEK TRIM BOARD T - -�'-" r 1 - q ALL GUTTERS d LEADERS SHALL BE BAKED W ,°'Z - --�_ WHITE ALUMINUM .032"MIN.GAUGE,6UTTER5 i `� t0 rn -� HARDIPLANK HORIZONTAL - ` '�` '� �+ ' - - O ' o M SIMPSON LU528-3 FACE SHALL BE 5 SEAMLE55,O.G.STYLE W/ALL w q m CLAP 510ING ' cu MOUNT HANGER fOH�F I�"` ' ,-' --- FLASHINBLIND RELATED d REQUIRED AGGE55C)RIES. LEADERS �- U 11__ _ - (3) 2x12 P.T. GIRDER BEYOND -�� f , ' -- _ .2"x3",.021"GAUGE W/CLIPS d = M"x 8"AZEK RAKE BD W/ OH.¢ . OH. - _ R , r ���- BE MIN ❑ U- - - - - - - �T _� ANCHORS. CAULK d SEAL ALL JOINTS. PITCHI"x 3"AZEK TRIM(TYP) - L-` =�-�� 6UTTER5 MIN. I/8"/FT.PROVIDE P.V.G. o r b"DIA6.AZEK i - —, -�-- REGEPTORS 8"ABOVE GRADE TO RECEIVE v I I I I Ix AZEK TRIM BOARD OVER q TRIM BOARD -' T ' - - 12 LEADERS(GLO5ED GAP DE516N). 61RDER5(TYP.) 12 2040 -,�_. 2040 OH. q b"HIGH BLIND DH "' DH - \ u w w SIMP50N BG52-3/6 P05T - - ~ FLASHING - - - - - / _ \ GAP ANCHOR 12 J a' 10" SQUARE HBdG PERMA GAST Ix8 FASGIA BD. w LJ = COLUMN #46382 W/SQUARE a FLAT GAP d BASE (OR EQUAL) - -_- -FASCIAS - Z M.BEDROOM _ r _ 4.. CORNER COLUMN TO BE PLATE HT. O I PROVIDED W/SPLIT KIT 2 O j/� /i _ _ _ _. ' - " PLATE HT, j bxb P.T. P05T WITH 51MP50N 2'-0" -- - ABUbb P05T BASE (TYP - ALL OH - OH. - '�-- - _ _ � �. 2- I- l�,_ Z I I COLUMNS) � NOTE W: �- '/ / I I 1"� AZFK U PVG SHUTTERS WITH FIXED _ O = i i FRIEZE BD. a HINGES. WIDTH OF - I I � TYP. REAR COV. PORCH DETAIL I 4 SHUTTER TO BE HALF - a WIDTH OF WINDOW. _ Q - s I I O rr rr �13-1 - o - .. = LINE OF DINING ROOIM Ln3/4 =1 -0 - / i i WALL BEYOND M 1 Q Z 1 'TJ GOLUMN® COVERED— '- I I V J PORCH BEYOND11 11 1 / ' �F—PORCH BEYOND RED ❑ LINE OF ROOF - - - TRU55 BEYOND FIN. 1ST FLOOR / / - I FIN i _ _ _ - - - _ i I [ � / / / O FIN. 1ST F 0'- \ (3) 2x8 P.T. GIRDER _ _ _ I I / I H �Ij � - - E;LEV. +O'-O" BEYOND I I Ix4 AZEK TRIM I I I I 1"X6" AZEK I EXTERIOR WALL \ 12 O \ I ALL SIDES I I I HATCHED AREA 4" TRIM I TRIM BOARD I -HARDIPLANK 5HIN6LE 51DIN6 q Ix8 FASGIA BOARD I I I I I INDIGATES LOCATION ALL SIDES .. I I ALL SIDES I -1'fVEK OR EQUAL I I I i I OF FIRE RATED ROOF d I I -1/I6"05D SHEATHING I I W \ = WALL SHEATHING,4'-O" -2x6 WOOD STUDS® 16"O.G. FROM CENTER OF I I -b"R-Iq BATTS I I p \ z I I I I I FIREWALL-EACH SIDE I I I I p - 5IMPSON LU528-3 FACE ( I I I I I I I I ❑ W O \ MOUNT HANGER I I I I I I I I I (3) 2x12 P.T. GIRDER BEYOND BASEMENT _ — _ - - _ - - - - - I - - - - - - - - - - - - - - - - - - - - - - - - -I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L I - - - I I _ _ BIASEMENT - -T - - - - - - - - - - - \� pt I T I 1- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �— - rL_ -I- - - - - - - - - - - - - - - - - - - - - - - -L - - - -I- - - - - - - - - - - - - - - - - - - - - - - - - 1- - - - - - - - - - - - - - - - - - - - - - - -1 - - - - - - - - - - - - L - - - - - - - - - - - - - - L- -j (n Ix AZEK TRIM BOARD OVER - - - Irr�iiilUi'i OH. 61RDER5(TYPROI�TELEVATION u w ur KA HR ER UL#T3�N FRONTELEVATION51MP50N BG52-3/6 POST _ , „ H GAP ANCHOR I/4 - I -0 1/411 = 16-0” � (' ) o i 12" 50UARE HBd6 PERMA GAST V L J COLUMN W/SQUARE FLAT GAP d UNIT l 6 Z I BASE (OR EQUAL) - CORNER UNIT 1 5 W 4" 1'-2' o COLUMN TO BE PROVIDED W/ 0 SPLIT KIT p O bxb P.T. P05T WITH 51MP50N MODEL B - l (INKBERRY) CL 2 HR SEPARATION MODEL B (JUNIPER)ABUbb P05T BASE (TYP - ALLWALL PEi2 LL#336 GOLUMNS) TYPICAL ROOFING: ARCHITECTURAL 5HINGLE5 15# FELT 4'-0" 4'-0l" TYP. FRONT ENTRY COV. PORCH DETAIL UNDERLAYMENT ROOF VENTS (NO VENTING) No VENTING; RIDGES TO ALIGN 2 5/8" PLYWOOD RIDGE VENT RIDGE VENT 3/4r'=1'-0" B-I SHEATHING I"x 8"AZEK RAKE BD W/ 12x 18"VINYL `� I"x 3" AZEK TRIM ri o ti 6"AZEK TRIM BOARD q - " LC4 C114 M OUVERED VENT � o `� C\i Ci ri ri a6 0 lT b"AZEK TRIM T l HARDIPLANK F _ 6UTTERS d LIEADERS -_ 12 ALL 6UTTER5i d LEADERS SHALL BE BAKED HORIZONTAL SIDING + q _ q 6"HI61f BLIND MITE ALUMINUM .032 MIN.GAUGE,GUTTERS - =� - FLA5HIN6 TYPICAL ROOFING: ARCHITECTURAL SHALL BE 5" 5EAMLE55,0.6.STYLE W/ALL I x 8 AZEK RAKE BD W/ 5HIN6LE5 15# FELT RELATED d REQUIRED ACGE55ORIE5. LEADERS I"x 3"AZEK TRIM (TYP) _ -- -- UNDERLAYMENT SHALL BE MIN.2"x3", .021"6AUGE W/CLIPS d ' ANCHORS. CAULK 4 SEAL ALL JOINTS. PITCH b"BLIND FLASHING \ - L_ ; 1T= _ // - 5/8" PLYWOOD co GUTTERS MIN.. 1/67FT.PROVIDE P.V.G. / \\ T I ,__- / r__ _, SHEATHING z z z 0 z z z z REGEPTORS&"ABOVE 6RADE TO RECEIVE / \\ 12 - 5-1 T _ 12 _ __ ROOF® COVERED Q i _ ���_ 1�_ O O O f= O O O O -77 177:77 ' ' - _ T _ q - _ .- PORCH BEYOND W W W w W W LEADERS(GL.05ED GAP DE516N). 12 / \ 1� q' - � r.✓ }�-vim-. = J b"HIGH BLIND LINE OF HIGH q BI-1 - w FLASHING GEIL.BEYOND GREAT ROOM PLATE HT. FM - - - - - - I'-0° - - - - - - - - - -- - - - - /� j i - - - - - - - - - I - - - - - - - PLATEPORG OH. L Isrl' --- Fill / / - ---- W V) V IL I I I I l i OJ o 1 I I I I I w O w FT,,_ . +B WI TH _ I u 18' 0' B W TH Nf .9 - l i Ll l w ~ v o CZ7 ^ I i jj _111 J Cn O 4 I I I I I I I I - - I I I p =t COLUMN® COVERED i .' i i i i i iAVI - I I I I ! I PORCH BEYOND I I I _ I I I I I .9El FIN. IST FLOOR_ i i ,I I i � - - --- - - LEV.+0 L - -- - T = - - = - I I ' _ _ _ FIN. 15T FLOOR.1 - - . I I I I I I I I II II m; I I I i1r " I I I I I , z J I b TRIM A�L SIDES I I Iii ii iiil I I Ix4 AZEK TRIM WALL BEYOND b AZEK TRIM 1111 II 111 I I I I b AZEK TIBIA ALL 51DE5 I I Z I I I I I ALL SIDES (TYP) I ALL SIDES I SII II IIS j I I I I I I bxb P.T.P05T WITH U' o bxb P.T.P05T WITH I I I I I I I I II II IIII I 51MP50N 5G52-3/b I I I , I I I II 11 IIII I I I HATCHED AREA IIII a IIII I I I I I I 51MP50N BG52-3/6 W >' P05T GAP ANCHOR d 10" SQUARE HBd 6 PEI M.I_G_A5T I II E6RE55 III I 1 EGRESS II " HE346 PERMA 5IMP50N ABUbb I ( ( COLUMN #46382 W/5Ql1AKE I I I 1 IL___�IW�INDOW JII I I I I 01 FIRE RATEDLOCATION I lu WINDOW II+ I I GOLD N ## 382 W/SQUARE 5T I I I POST GAP ANCHOR d p GEST�R vq� P05T BASE(TYP- I I I I I =__ ___JI I I I „ L===4_==- 1 51MP50N ABUbb o U �� R0 B T c C FLAT GAP d BASE (OR 9QUAL) LI---------IJ WALL SHEATHING,4-0 L1_________I 1 I I FLAT CAP � BASE (OR EQUAL) I I I P05T BASE(TYP- � �. . ALL GOLUMNS) I I I - CORNER COLUMN T6 Bt I I I I FROM(ENTER OF I I - CORNER COLUMN TO BE I I I ALL GOLUMNS) Q PROVIDED W/5PLIT f IT I I I q I I FIREWALL-EAGH 51DE '� I PROVID D W/5PLIT KIT ! z I I I I I I I FD1 I I — FDI I I I I i " 'X r BASEMENT _ _ I _ I _ I _ _ _ i I _ _ I I _ _ _ _ _ _ I I _ _ _ - I I I I I I CU//) o�` _ _ BASEMENT 1 - - - - - - - - - 23810 L r - - -, -1 - - ,- - - - - - - - - - - - - - - - - - -�I- - - - - - - - - - 1- -- - - - - - - - - - - - - - - - - -__ _ �� --- � - -� - - - - - ❑ i� O� L - - -J - - - J L- J (- - - -I- - - - - - - - - - - - - - - - - - I- - - - - - - - - - I- -- - - - - - - - - - - - - - - - - - - - - - - - - - -I- - - -j L__ __j _j- - J ✓ ,; � -REAR ELEVATION � -REAR ELEVATION ' JOB NUMBER 1/411 _ 11-011 2 HR SEPERATION 1/411 = I1-00 WALL PER IUL#336 w 2016023 UNIT 15UNITUNITS 15 (MODELDUET CLUSTER CO SHEET NUMBER l6 Q rF 16MODEL B - 1 ) ELEVATIONS 0MODEL B ALT UNIPER MODEL Bl IN �BERRY _ w 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED OPTIONAL SELF FLASHING T T -m Z QJ STANDING SEAM METAL / \ w ROOF VENTS GHASE GAP II �Ii� I ? U D 2 b" TRIM GAP - - - O .}J U =3 z :s U 12 12 I I OPTIONAL WOOD 00 0=, ti GHASE WITH METALC� t5 _ (+/-) 5.5 I I GAP AND GULTURED INSTALL ICE 8 WATER SHIELD t� 2D STONE STONE VENEER PER MANUFACTURER'S � I ( SPECIFICATIONS TO MAINTAIN C/) I I � N — PRODUCT WARRANTY OU Q x cn M r I NOTE:APPLY o - 4 I'-0" _ - --,-=T -,-�-T _,� r- - -��-� - - A ICE d WATER SHIELD - IN ❑ = n ti 000 OH. FAIR WEATHER WHEN THE AIR, U ROOF GK AND MEMBRANE � 10'-8" HIP WIDTH4. I'-O" ARE AT TEMPERATURES OF (' 2 ,� 40°F(5°G)OR HIGHER. _ B-I GABLE n L _ I2� `'-- - FLUSH ROcOf=S J +. OH. 512] ALIGN FASCIAS �� It 1 -GREAT RO_0 11,1 nn n n - �!- PLATE HT BREAKFAST - fill fill -r I PLATE HT. - - - I I J I'-D" i I 1L:L] - - I O I 11 z II II Z o I NOTE W: O t I I o PVG SHUTTERS WITH FIXED ° LL Ln HINGES. WIDTH OF 4 F- rv1 I I I 0 SHUTTER TO BE HALF - O L � � o II II II II II �' I I WIDTH of w1NDow. Z II II II ❑ � I I I I -- - Ix4 AZEK TRIM I I I TT I I _ I I I I .z ! I I z FIN. IST FLOOR I I _ - _ - _ 1 Q - - _ - - FIN. 1ST FL_0 F� ELEV.+O'-u ELEV.+0'- LINE OF LINE OF EXT. bxb P.T.P05T WITH AZEK TRIM ( ~� 1 O I WALL® DEN HALL ® GAR. 5IMP50N BG52-3/b I ALL SIDES I 12" SQUARE HBdG PERMA CAST I I I I Ixb AZEK TRIM I BEYOND BEYOND POST GAP ANCHOR d I I COLUMN W/SQUARE FLAT GAP ^ . 51HP50N ABUbb I I d BASE (OR EQUAL) -CORNER I Ix4 AZEK TRIM I I w P05T BASE(TYP- I WALL I COLUMN TO BE PROVIDED W/ I I I U) ALL GOLUMNS) ( BREAK I SPLIT KIT I I I I I I I ❑ w O I I I I I I I I I I I I i I I I I I I I 2015 IRG— 62421.8 (503.8) VENTIN6 5Y5TEM TERMINATION LOCATION: U PI- - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - � - - - - - - - I T - - - - - � THE VENT TERMINAL OFADIRECT VENT APPLIANCE WITHAN L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - J- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - INPUT OFIOp00BTU PER HOUR(3KW)ORLE55SHALL BE LOCATED AT LEAST b"FROM ANY AIR OPENING INTO A CT �� ELEVATIONBUILDING,AND SLCH AN APPLIANCE WITH AN INPUT OVER 10,000 U) BTU PER HOUR BUT NOT OVER 50,000 BTU PER HOUR SHALL BE r , 1I - 1 II d INSTALLED WITH A 9 INCH VENT TERMINATION CLEARANCE,AND Z v 1/4 - 1 -0 AN APPLIANCE WITH AN INPUT OVER 50,000 BTU PER HOUR w 1 SHALL HAVE AT LEAST A 12 INCH VENT TERMINATION 2 UNIT5 CLEARANCE.THE P,OTTOM OF THE VENT TERMINAL AND THE AIR INTAKE SHALL Bi:LOCATED AT LEAST 12"ABOVE GRADE. O 0 SELF FLASHING -- T MODEL B -ALT (JUNIPER) 2015 IRG— R�2.2.1 STANDING SEAM METAL •' GHASE GAP /�I �II� I IN DWELLING UNITS,WHERE THE TOP OF THE 51LL OF AN OPERABLE WINDOW OPENING 15 LOCATED LE55 THAN 24" ABOVE THE FIN15HED FLOOR AND GREATER THAN 12"ABOVE 6'TRIM GAP RIDGE VENT THE FINISHED GE:'�DE OR OTHER SURFACE BELOW ON THE -- - - - EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHALL COMPLY WITH 0`E OF THE FOLLOWING: -r * OPENINGS THA" 11,0,L NOT ALLOW A 4 INCH DIAMETER SPHERE OPTIONAL WOOD ��T _�_ _ �,_ 12 GHASE WITH METAL 1 ��# I t 6 TO PA55 THROU!THE OPENING IN ITS LARGEST OPENED M o INSTALL ICE d WATER SHIELD GAP AND GULTURED _-_� w 612 cv o, r; ri oo POSITION. Q N N N M h N STONE VENEER 7 -_ * FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090 PER MANUFACTURER'S _ 12 GARAGE DORMER (THE WINDOW OPINING CONTROL DEVICE AFTER OPERATION TO SPECIFICATIONS TO MAINTAIN r- 112 PRODUCT WARRANTY _ RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO LINE OF ROOF . l�_�._i� �- T.,�1�l BEYOND FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING BEYOND® T �� _ A OF THE WINDOW UNIT TO LE-55 THAN 5.1 SQUARE FEET. AREA NOTE: RIDGE VENT _ L��� � .-.��- BEDROOM#2 -��-'"�-1-�1-�T RIDGE VENT APPLY IGE d WATER SHIELD IN - -- FAIR WEATHER WHEN THE AIR, r FAIRrL DECK AND MEMBRANE - c - - - - - - - - - - - - - �_- ARE AT TEMPERATURES OF 12 - __ \ L- iri z 0 0 0 N 40°F(5°G) OR HIGHER. 2 � -- - o o O o O o 0 co 12 12 Bl-I -T-+; GABLE > > > w > 5 5 _ �,_ AI�IGAI�C ACJI amm~ FLUSH ROOFS � � G� L q�� � OH. � � � w w � � � 7 N Lu _PORCH -r " PLATE HT- --nn nn nn1:�-_ �__ 8 AZEK T1.- - ,L_ _ � �T .=_ -�,�._ o u�u! FRIEZE BD.fillT - _ M.BEDROOM -- PLATE HT. 114 OH. _ I I I z - - - - - - - - NOTE W. w LLLJ _ I- i i i i �� - - PVG SHUTTERS WITH FIXED HINGES. WIDTH OF n- M SHUTTER TO BE HALF O ^ m WIDTH OF WINDOW. = w O ww > T�� ~ cYi di �--1 w � EXTERIOR WALL o v o ! I I I Q I I- I I I o o - - HARDIPLANK SHINGLE SIDING - Z - TYVEK OR EQUAL O 1 i i i -l/Ib"OSB SHEATHING � O 4 t II I I I I I �- FIN. 15,T FLOOR _ _ I I I I - - - - - ❑ w _ _, _ _- FIN. 15T FLO U H C� WALL® BEDROOM I I I ALL SIPES I 12" SQUARE HBdG PERMA CAST WALL 0 GARAGE I AZEK TRIM ~ m l- I #2 BEYOND I I I I I COLUMN W/SQUARE FLAT GAP BEYOND i z z J Ix4 AZEK TRIM bxb P.T.POST WITH I I dBASE (OR EQUAL) - CORNER Z < o N P05T GN ANCHOR /b HALL COLUMN TO BE PROVIDED W/ I I I I I P05T GAP ANCHOR d I I I SIMPSON ABUbb I I I o W ` G\5 q,o T BREAK SPLIT KIT U7 SER FDI I I I P05T BASE(TYP- I I I p �� ROBE r c IQ I I I I ALL GOLUMNS) I I I �A I I I I I I I Q I I I I I I I w 7 ' I I I I I I d 'd - - - BASEMENT,, — I L - - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - - - -I -— - - - - - - - - - - - - - - - - - - - - - - - - - - - - - —�- - - C 23810 L - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - -I- - - - - - - - - - - - - - - - -I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I ❑ �� LEFT END ELEVATION 'JOB NUMBER 1411 - ''-0I' w 2016023 UNIT 16 UNITS 15 (MODEL B -ALT) < SHEET NUMBER Li DUET CLUSTER MODEL B - l INKBERRY & 16 (MODEL B - 1 ) c — ELEVATIONS W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED Ct 2 HR 5EPERATION Z WALL PER UL#336 2-0" 36'-b" 38'-b" 2'-O w �r�1 E U r N I6'-0" 22'46" b'-b" 14'-4" I b'-0" O 4--) U U z E L 2'-I" 5'-l" bn 5'-7" 2'-I" 2'-b" 4'-4" M.O. 15'-b" b'-b" 5'-4" 4'-4" M.O. 4'-b" 2'-1" 5'-l" 2'-1" O 5'-l" b `m � o ----------- 4444 —_ U a--' m ED N I asm-=i----------- CIO `�' — I I � m V LocLO I 7 I O s` § cWvM FD1 A FD1 i t U ¢ o `c° v -5 I U XGAV. I ❑ = ti N o U EXGAV. ; 4"P.G. LAB WITH 6x6, U co 4"P.G.5LAB WITH 6 6, t 10/10 WI.M.OR FI ERME5H! OPT. 15'-0"DEEP � OPT. I5'-0"DEEP I 10/10 W.M.OR FI RMCSH. q o i I COVERED PORCH COVERED PORCH MIN.35)0 P51 GON I MIN.35 0 P51 GO G. a T I I I - m I I I O I I t F- 1 q U O Gin . (l HD ___ _� H,D 2"x10" 1 (!� r-4444-, HD - — 2"x 10" 1 -- __-: ------- i (2) 2X10 P.T. SLAB SEAT 4 0 O = I FD1 - - 0 SLAB SEAT o Q i o i I - I U HI)iII -_____ It ----- ------------------ cV ;.. HD _ - _ _ _ - - R.M WINDOW o __ I - I i E6RE55 WINDOW I I I o I i O i - t# �t I I I I I LL AJ J v I 5 50.FT.MAX 001 c� O I = �`+ I I „ 1 i I OPENING 12"PG.F�UNDATIOt4�JALL - i = F- M 12"P.G.FOUNDATION L �* I :: o HD t , __ 4 11 1 I I WITH DAMPROOFIN4 oN I I u O ` ' _ I n:'ne _ I I �_____ I I I n n I Ip Z --_-_- I _ Q�j 2-0 WITH DAMPRODFING N = -- _-_ _ - -- _ _ _ _ I t --_- - I I" I I I I III 2'-0" 24"x 12" P.G.FOOTIN ry - - - -' EV'= 24 x 12 G.FOOTI�1c`p I r . TOW.ELEV= (-)1'-4I I I ❑ 1 1 i t i DIRECT VENT HEATING EQUIP. I t (2)2X10 P.T. 23'-0"I I I i a { - ) i i ' 1 I APPLIANCE CLEARANCE APPLIANCIE5 I w 10 14'-4° I I i I I o i SHALL BE INSTALLED WITH THE I _ HD HD I I i� CLEARANCES FROM UNPROTECTED! o I • I I ° I I I GOMBU5TIBLE MATERIALS A5 I DIRECT VENT HEATING EQUIP. F L4' HIDE 1 I �" i I INDICATED ON THE APPLIANCE LAOEL I APPLIANCE CLEARANCE APPLIANGES JOIST SEAT. I FW 2 I �d I i i I i I AND IN THE MANUFACTURERS I N I II 4"WIDE 5HALL BE INSTALLED WITH THE o - TOW.ELEV= (-)I-I I i I i i 3 " DIA STEEL COLUMN i 1 i ILL N ® 1 i 1 4 WIDE GLEARANGE5 FROM UNPROTECTED o I I I I I INSTALLATION IN5TRUGTION5. ° o I n ON DP PG I I X J015T SEAT. ( _ �' I I I I n I I �+ = I � I COMBUSTIBLE MATERIALS A5 Q S ;fl I ,s I ��. I I I I , I , N I � - � I JOIST SEAT. � TOW.ELEV= (-)I'-I " I I� INDICATED ON THE APPLIANCE LABEL- 6 o v i 4 i i i i FTG N.O.NJ i i PROVIDE FRESH AIR INTAKE i ° ® i I TOW.ELEV= I AND IN THE MANUFACTUREP5 N ® o I I t I I I x Du I I TO MECH EQUIP PER CODE I F- L - INSTALLATION IN5TRUGTION5. c� " I N g I ii i i i 1, -J U 3 DIA STEEL COLUMN , I 41- ® I_O I --= - l'-6" I I I l'-b" l'-6" I I I l'-6" t T4 HD I ON 3o"x 30"x 12"DP PG I I I• p PROVIDE FRE5H AIR INTAKE TO MEGH EQUIP PER CODE FTG N.O.N.) FTI I ' ii� ?< i1 . B t I I" - �_ I L� ❑ v J 1 B-5 I I T I I I i 5►/4 x �t/2 LOW -- --I -4444--Dfj, n lo" ,, n „ ,, � �� � �� I i I � � I i � '` i l LVL GIRDER - o 2-O 8-5 8-5 8'-5 6-2 6-Oil 1- - ` I I i i I i i II A J ��t i ,TI L_ —1 L_ T I-� I— —t J IT I -I - ----� ---_--- -----5- ------4444-- 4444- t BASEMENT SLAB i --� - I r - t----- -I- 1-= It --- I *4"P.G.SLAB(MIN.2500 P51 GC{NGJ I 4 D.O. 5 1/4"x q 1/2" LOW D.O. I �II� D.O. D.O. E _ I I I '�� ,�' I I LVL GIRDER MITI t�T 006 MIL.POLYETHELENE VAPOR I — ..�- II 5'-Q Pj I I I FDI Cn - i, \` FDI I 1 J L - J LL -1, I �L J - L 1 1 J 15ASHED LINE INDICATES � I I BARRIER I I � ° O 5D �i Its", ��Y I I I TAMP d FILL TO 95�DENSITY I i F- 4 II BASEMENT 5LA6 I I �� I I _ __ - - - 1 - - Ili FIRST FLOOR WALLS s �` I I `t FDI *4'P.C.SLAB(MIN.2500 P51 GO J I I _ JI I I r J B-5 - - - - I i -- ®- ABOVE v-__- - �l _�' ' L_i__1 UNFINI5HED BA5EMENT � I = f--' , f—- r i f I (R,13)CLOSED DELL SPRAY 1 II * .006 MIL.POLYETHELENE VAP I L 1 I ----- 1 i,' I I �i g I 1 moi' T II� I I * I o Z BARRIER I- I , I I i, I -I� '� t I 1 FD1 - W 2 *TAMP d FILL TO 95�DENSITY ( I I I I I , I I ,'� ►� I ry ,�' m , I FOAM INSUL ALONG IN51DE `? I I I I �'< N I I p T i� I FAGE OF FND.WALL5-FULL HT I I FD1 II UNFINISHED BASEMENT -' ( o I I I I i III 11 3�"DIA 5TEE1 I I ml' ""� I I OR DRAPED BLANKET I o I p II '8'-0' :. ILIN6 HT. — I I I I I -b" I I I Ali i i I O -I (. I I COLUMN ON 30"x I I I INSULATION 4"WIDE 2'-6" 2'-0' *(R-13)Gt 05ED CELL SPRAY m ® �I — l� I I I 30"x 12"DP PG I I I I I I t *ALL EXPO5ED HOT WATER 1 ® III p J015T SEAT. N o 3'-b�" I I 1 1 I I PIPING AND/OR HEATING DUCTS I N III 10" FOAM 1�5UL ALONG INSIDE m X I ( FT6(U.O.NJ i t I I I 1 I O FADE OF FND.WALLS-FULL HT —� TOW.ELEV- (-Y-I�' _ - '' I I I I I TO BE INSULATED A5 PER N.Y.S. I I i1 I _i OR DRAPED BLANKET o - L — ®— — — I I I L----------J I GODE. I 111 INSULA.I ON X s N — I q n I u I I -_—__-___ 1 n I u 1 11 n 4 WIDE S a �I N I ___ ___ 1 x I b DR __ ____ 5'-5" I -- ib-8 2'-0" 2'-b J015T SEAT. ALL E)FO5ED HOT WATER -� Q I I I - - I , I I I HD ALL MID/OR HEATING DUCTS N ® m I m m I I i I i i i i f ` ,' I I I 10 " To BE IRWLATED AS PER N.Y5. x .I I I I , , I 3 I I I 1 I `} i TOW.ELEV= g UNEXGAV. I.-In., - - - 4"WIDE J015T I _ ,;, I ,7 I I I FDI , GORE. III I I 5D I I I I t B1-5 _ _ - 5EAT.T.O.5EAT �J I ® UP L I 1 1 I I I - �] C- - I I cn m t I t t I . ' ------- I FD1 4"P.G.SLAB WITH bxb, 2"x 10" m G - J 2�Et2fLUSH1 r- ELEV= (-)I'-In n I i 14R I I t I 1 I I =-=--=--- L--- 1---- -- -- -- _ 10/10 W.W.M.OR SLAB 5EAT ;- - - - I I I I I I III I I I I I o - I ------------- -- r I � v FIBERME5H. I I I I 0 I I 4 " 1 n I K� 11-10 " w .r- ti - i FDI � I L -� HD MIN.3500 P51 GONG. -- -------4444-- %�4 x q !/'� LOW D. 11 t UNEXGAV. N cry o n --N-------4444-- o DO LVL GIRDE = 2 x!o 3-2 - - - - I 10 P.G.FOUNDATION WALL J I I � - - - i n n l 4"P.G.SLAB 6 � r N N M ch ao O _ - I I - J _' LAB 5EAT 1 I OI%0 W.W M.OR = FD 1 WITH DAMPRDOFING ON 20 x = - - -- _ o I I 10" P.G.FOOTING-T.O.W. I I I v HD _ 5 1/4"x q I_/2 O - I I O" I n 1 1 FIBERMESH. r' - _ I I ELEV.= O'-0" Ib'-2" b.. I / \ 4._b.. I u 1 I r ` n n pL-ARDEK - T _ _ 3 l0"P.G.FOUNDATION WALL I I l-b I 4-b I-i9, 3'-b" a MIN.3500 P51 - - - - _ -1 _ I I I I I I x GONG. (- L I WITH DAMPROOFING ON 20 x 11 I 10"P.G.FOOTING-T.O.W. I i #5 CORNER REBAR5 W/ 4'-0" -'� i i 3-2" IJ - " LE65 ® MIDPOINT OF -- I I t I� HD i ?. ELEV. - O-0 I ____4444- --- 1 I I K-. 4"WIDE � I �I I I � 1 1 FOUNDATION WALL d ---------- J015T --4444--J015T 5EAT. I I - 1� - - - - - J I ZOA,5HEP LINE INDIGATES #5 CORNER REBAR5 W/ 4'-0" II FROM TOP 4 BOTTTOM. t I I I i I i iri z cn u, cn u, TOW.ELEV= (-)I'-I " I'-2" 3-4 - - - - - I I I I 11 ,,' I I I I - z z z o z z z z I F R5T FLOOR WALLS LEGS MIDPOINT OF t I I �% 1 I 1 I o 0 o i= o 0 0 0 n I I (2)2X12 FLUSH FOUNDATION WALL $ I'-b" i i 8" P.G. FOUNDATION WALL J i I - i i 1 i 4" WIDE > > > w - ====f== =�_J P 1 1 t I I I 0 3 44 IIO I FROM TOP 4 BOTTTOM. , I J015T 5EAT. w w w .., w w w w 1 WITH DAMPROOFIN6 ON I I I I - :I " � W_ w w w w � w II LUQ - - - J �4 I u u I I _ S 1r-T I TOW.ELEV= g Ib x 8 DP P.G. FOOTING o I 1 - - - - - UNEXGAVATED TYPICAL I I o I I -- i 1t ® n I - - I I to GARAGE 5LAB o Ili i iii i x li o T.O.W.ELEV. = O Q I I I *4'P.G.SLAB(MIN.3500 P51 GONGJ t 9 I I 11 I T.O.H.E '--- a I I ~s UNEXCAVATED TYPICAL I1 I : " I o IL 0'-0" = I I REINFORCED WITH bxb,10/10 W.W.M. I N V -L I *TAMP d FILL TO 95%DENSITY I I GARAGE SLAB T.O.W.ELEV. _ 01-011 SLOPE 6ARA6E SLAB DOWN 2' I *4'P.G.5LA5(MIN.3500 P51 CONG) i i I I ii G ,il 2 IIID1 N TOWARDS GARAGE DOOR 0 6 I cV REINFORCED WITH bxb,10/10 H.W.M.W.W M. I I I I I L__ I Ij F ' r — —'' `�' I TAMP d FILL TO q5%DEN5ITY b' b l b I I b-1 rt0 I I * u 1 nl 1 u 1l - �OjJ P.G. FOUNDATION WALL *SLOPE GARAGE SLAB DOWN 2' Z WITH DAMPROOFIN6 ON o F�N1 2 I TOWARDS GARAGE DOOR I �-II i W LL ® I Ib"x 8" DP P.G. FOOTING I I I �- -- t I t 1 2 - - - - - - - - - n N 8" Il'-lo" 5 1/4"x q I/ L } I I 4 W D 10" (91-41 b-q o J � LVL 61RDE� ° w F_ � F_ � I I I i I I BEL l i I I I N > O ui _ 1 W w II D.O. 5 1/4"x q I/ " LOW D.O. 4 1 4 I r I �1 I I I TYP. BEAM POCKET LVL GARDE FDI ( TOP OF WALL Fvl I o L _ _J L _ J I I I J I DN= -I'-2" i I I ' Z I TYP. BEAM POCKET I o I TOP OF WALL I I q-b I t i i 11 WRAP ENDS OF GDR W/ I I m u ALUMINUM AT POCKET 4 4 DN= -I-2 I I �, u W I WRAP END5 OF GDR = T.O W.ELEV. = wl v i i OR PROVIDE I/2 AIR p W/ALUMINUM AT I I o'-0" b" I i I , I�;L 5PAGE ALL 51DE5 F-1 POCKET OR PROVIDE 5 I o i i `Ir ❑ 1/2" AIR SPACE ALL ____-- o i 2 I 51DE5 �, I a I FD1 0 - N I II J C) HD X I a FD1 F- 10" O c� I In 1 I 10" P.G.FOUNDATION WALL � � `�' I FD1 � 4"WIDE t I EI c� m WITH DAMPROOFIN6 ON 20'x ® I F- _ J015T 5EAT. _ i I I° 10" z z Lii 10" 10-4' II � -1 I 10" P.G.FOOTING-T.O.W. X I TOW.ELEV=(-)I'-I�" I I Z qQ g O o o W I ELEV. = 0'-0" c� ( _ � I u' u, B I I i B v N lo" 10" a� A B-5 i o , i Ii B-5 W 15'-4" _ II� 4"WIDE 1 I B-5 •L = _77__ _ __ __ �• p �c�CERE `q J015T 5EAT. FD1 I HD HO U_ �,G OBER TOW.ELEV=(-)I'-I " = LINE OF BREAKFA5T \ I 161-01, M.O. I-b' I-b N 161-011 M.D. AREA FRONT WALL 1 ~ o�� R r ( y�pm/A 1, II ® UNIT 16 FD1 �' �"� z • _ _ 77 77 • y.. . Fd IJ E o HO o HD UNITS 15 (MODEL B-ALT) HD= HOLD DOWN n'-o" 4'-0" Iq'-2" Ib'-6" q'-4" 12'-0° I � 16 (MODEL B- 1 ) : „ FN�wAB= ANCHOR BOLTS® 40'-0” 40'-0" B NUMBER GARAGE 51MP50N STRONG WALLS l I UNIT l5 w..� 2016023GENERAL CONTRACTORS AND SUBGONTRAGTORS TO REVIEW UNIT6 MULTIPLE LVL BIRDER CONNECTIONS: THESE CONSTRUCTION DOCUMENTS UPON RECEIPT FROM CC 2 HR SEIPERATION DUET CLUSTER Q SHEET NUMBER FOR ALL MULTIPLE LVL GIRDERS, LA6 BOLT ARCHITECT AND REPORT ANY AND ALL DISCREPANCIES INCLUDING ANY DIMENSIONALV CONFLICTS, IPRIOR O TO B - l INKBERRY UL#336 MODEL B -ALT UUNIPER FOUNDATIONPLANCLTOGETHER W/ I/2 BOLTS © 2 -0 O.G., 2 MIN, ARCHITECT FOR CORRECTIVE MEASURES PRIOR TO MODEL z FROM TOP I$ BOTTOM, I$ MIN. 4" FROM END5 GON5TRIJGTION. DO NOT SCALE DRAWIN65. DIMEN51ON5 SHALL CD BE CALCULATED AND NEVER SCALED UNLE55 OTHERWISE NOTED. 1/4y'=11-0" w B � 2 p COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED bxb P.T.P05T WITH 51MP50N U BG52-3/6 P05T GAP ANCHOR If 51MP50N ABUbb P05T BASE - - - �� - - ( P.T,61RpE 10" 50UARE HB46 PERMA W _ - - - _-�-_ 2# 2 HR SEPERATION (TYP-ALL COLUMNS) CAST COLUMN #46382 W/ o bx6 P.T.P05T WITH WALL PER UL#336 Ib'O" SQUARE FLAT GAP 4 U 51MP50N BG52-3/6 P05T I I BA5E (OR EQUAL) - 2'-D' I I 38'-8" 38'-8" 2._0.. O � GAP ANCHOR d SIMPSON CORNER COLUMN TO BE 0 C AB%b P05T BASE(TYP- I 1 I I 10" 5QUARE HB$G PERMA GA5T i I I I PROVIDED W/SPLIT KIT Z ALL COLUMNS) , COLUMN #46352 W/SQUARE o O L o rn �a A II (OPT. 15 COPT. 15 —0 FLAT GAP 4 BA5E (OR EQUAL) m COVERED PORCH I� •� 'N I I COVERED PORCH I I - CORNER COLUMN TO BE e-5 4" EGRESS �_ oma, i PROVIDED W/SPLIT KIT '- I b=0 22'-b" FW I 8-2 15-0 15-4 a o N 1 X z C.) Y v 4" I IN u, i- U) D co u, 8'-0" 8'-O" 4'-II" II'-3" m 6'-4" FW 4'-5" 3'-q" l'-b" l'-b" l'-4" 8'-O" 'Y' OU Q o `-° v o ALIGN TOP F Iq 12 (3)301 TR I I El (, ti N °O (2)301 TR th i14 TRANSOMS I pl DI (3)30 0 DH I g016 TR co I I I (2)5050� i I Iq 6080 5 . GL. DR W/ I � (3) 2816 TR (2) 3010 TR (TEMPERED GL) I i I 9016 TR I (3) 285 DH EGRESS ® 8'-0" D HT D .� I DI (2) IS" DELIGHTS I 1g I 608015 . 6L. DRW/ 1 19 ® 8'-0" DHT WINDOW (2) 305 DH r - - - -� - - - HD L — — — JL — — — JL -_ J I I 1g ( I (2) 0" DELIGHTS I I o 0 " " _ - - - - - - - - - - i I O OT DI ., Hp L - - - J - - - - 5.25x11 LVL HDR IHD Q � 3)2X8 HDR HD 6' 5L DN 6" HD - - - - - - - - - - � 14 - a e o - - - - - - - - - - 5.25"x II�1/8"LVL HDR ..J Z _ _ 525"x I I 1/S"LVL HDR `- r - r - N r - - - - PT. REE I I 2416 O � - - �L - TR a- r 2016 TR Q — — — N ? NDI 0 I " o � � a 81-DH N � 2052 DH F- o I-- —I I— I I — HD I21 G = ® 8-0 HD HT U 11'-0" 5OFFIT I I ® 8'-0"HD HT 1 - - - - - - - 21 "G' L - -- JL - - L - - -J L - - - JL - - J 0 I I I DI N - H J N / DI CONTINUOUS � (2)2X10 HDR EF I I I ! J k U N 5.25"x 11 115"LVL HDR _ 12'-0° 4" WC 60"VANITY W/ I I 1 "� Z 151-0" 10'-4" I'll © OPT.TUB 12" 1 I I O PIR -FAB I `4 W/OUT TUB 1 12'-0"STEP GEIL �p I I FRE-FABEPLAO FI PLACE I 11'-O"CEILING 2 II'-O"GEIL I MA5TER N I _� I = I LIVING AREA I BREAKFAST AREA MASTER I BEDROOM I LIVIN6j ROOM o 9'-0"CEILING 0BATH I I I Z Qj� TE P 6L DR5 I o BEDROOM #2/ 6' 4" I 1 TEMP 6L DRSb, ❑ fl 1'-10" 14-0" 4 15 0" 15ED HEARTH OPT. DEN N P.6LA55 PTN. I I N 2X4 KNEE® I I I 2016 TR 2'-0" I = i 5010 " HIGH W/GAP 4,, q„ 14'-0" q_3 I 4" I RA15ED HEARTH rNINNINNI N2052 DH F_-I = I I FM OPT. " - J I 2416 TR A B ® 8-0 HD HT I 4ax B L - - - - - - - - - - I -' B-5 J PH 2'-0" II'-0" F( B 5 SHO " PA -5 �6 I CATHEDRAL.GEIL o I ®8?0"HD HT B-5 I-'-•1 12'-0"STEP CEILING 1 b� �6 4" 0117 TUB �t 6� 6REATI ROOM N I I O Ir——-, z '1'0 ss I I GREAT ROOM I _ I w 11 Dw 1 II'-0"G LING ® � y ENERGY p 1 p I IL—_J KITG EN cWn ® � GL. o ® 1. ENERGY CODE STANDARD: PRESCRIPTIVE PATH AND ALL SECTIONS OF ENERGY CODE AS r- m le I oo loo ' 1, N LN SD 22"X 30"ATTIC THEY APPLY TO ENERGY CODE ARE BEING FO OWED _ (- b I I b-4 I 3'-0" 4_O 1 4 3_8 4" 8-O m I r � z 2' O" ACCESS HATCH 2. ALL CONS RUC ON ALL OMPLY WITH THE 2015 INTERNATIONAL ENERGY v (2)2816 TR I I I - p I ® CONSERVATION CONSTRUCTION CODE. THE AUTHORITY HAVING JURISDICTION SHALL BE (2)2852 DH I 1 p I I SD u, g'-O"GEILIN6 I _ �t PERMITTED TO DETERMINE AN ENERGY EFFICIENCY PROGRAM TO EXCEED THE ENERGY ® 8'-0"HD HT i i i I ebb ��� ATHROO o 4 2 0 4 � � ti D 'ti�b� I ! 1 (2)3016 TR EFFICIENCY REQUIRED BY THIS CODE. x DINING AREA 12" SQUARE HB46 1 1 - © (2)3052 DH 3. A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND POSTED ON A PERMA GA5T COLUMN I I I I `� EF q'-0"GEIL = 9'-0"GEIL q'-O" GEIL O 1 '� I ® 8'-0"HD HT r WALL IN THE SPACE WHERE THE FURNACE IS LOCATED. CERTIFICATE SHALL COMPLY 1 I " I I (4)2x4 WC k I I z D I NI NO AREA _ U WITH IRC N1101.14. = W/5QUARE FLAT GAP 21 G REF POST = n'd� WIGL LWIGL J WIGL m 4 BASE(OR EQUAL) - 0 4" 5._b., 4' S._4.. b.. 6' 6" w 4" I� 4. ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHERSTRIPPED AND INSULATED TO LEVEL '- u, L J DI - 4-2 4" 6 2-e CORNER COLUMN TO 2-b" 6" 2'-0' / "' _ 1— I F_ F•J"� QUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. - q'-0" GEIL v v Fl BE PROVIDED W/ / ®5D = - 5. INSTALLATION - THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE SHALL BE SPLIT KIT - - - - - - - - m 4" I 3'-8" I'-10" 4" 6' p" " LAUNDRY I 6x6 P.T.P05T WITH o U INSTALLED IN ACCORDANCE WITH THE CRITERIA LISTED IN TABLE 402.4.1.1 WHERE 6.. _ ® ! 34 I Iq �- -� 51MP50N BG52-3/b _ z U % 0 b" I I'-2 4 2-0" 4 3'-4 5' 8" -r 41 D 50 5FI AN p I DI 2'-D" P05T GAP ANCHOR 4 w REQUIRED BY CODE OFFICIAL, AN APPROVED THIRD PARTY SHALL INSPECT ALL Iq HD 8 ll N R7b NOTE �1" NOTE V COMPONENTS AND VERIFY COMPLIANCE. - - - " rn 51MPSON ABU66 2'-0" DN 14R o N "5', 144R " I " _ P05T BASE(TYP- �` Q 5016 TR D1 rn 3 I/2 x II 1/8 LOW LVL HDR HD = 6. TESTING - BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED HAVING LESS �i I I I - _- -_ - L ALL COLUMNS) U THAN OR EQUAL TO 3 ACH50 1N CZ4A, 5, 6A TESTING SHALL BE CONDUCTED BY AN (3) 2x6 HDR i9�I II'-0" GEILIN6 o Obi v -0"GEILIN6 ' ;h L J --- — — — — — — — — — — — e APPROVED THIRD PARTY. p 3080 EXT INSUL DR cD GOVERE FOYER L�V LAY. WCC W-O" EILI IG ,I W ( 2'-0" 2' " O 7. DUCTS - SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO A MINIMUM = SIDELIGHTS ��I PORCH GL © - LAUD 'Y UP IR q'-O"GEIL 12'-0"GEIL � COVERE OF R-8 AT 3' OR GREATER IN DIAMETER AND R-6 AT DUCTS LESS THAN 3' IN cr3Q Ig N ® — EF m q" ADS 6"(R-21) BATTS ©� B TH `L� ® FOYER PORCH �� EXT INSUL DR DIAMETER. m DI 3'-4" `� 10 _ NOTE "5": 6A. DUCTS SEALING - DUCTS, AIR HANDLERS AND FILTER BOXES SHALL BE SEALED. p� I l 602 68 v UP IR W/(2) 12" o o (4)2x6 4" 13'-3" 4" 4'1" b" 5' " 4" ° 3' 2 D 4' 1' 8" 6" 3_4' 1 I'-2"51DELI6HT5 % 'I' 1 0 8. DUCTS TESTING - DUCTS SHALL BE PRESSURE TESTED TO DETERMINE: AIR LEAKAGE BY �r 0 - ? P05T AN APPROVED THIRD PARTY. - 668 4" 3'-2" 4" 3' 4" b" 1' 0" 6" 4'-0" 4" b-2" 4" 2868 INSUL DR- 45 MIN.FIRE HD I 9. BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. bx6 P.T.P05T WITH I ° - - _O 22"X 30"ATTIC RATED W/SELF 3 I/2"x II 1/8"LOW LVL I'-2' m O°x 2868 INSUL DR- _ _ 51MP50N B652-3/6 b ACCESS HATCH CLOSING DEVICE a ui " " M 10.MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS >105F DEGREES OR o �F SHWR PAN �b o - - - 45 MIN.FIRE o 12" SQUARE HB46 l <55F DEGREES SHALL BE INSULATED P05T GAP ANCHOR I I GL N b I o N N M M M ci �O RATED W/SELF 1�� Iq Q N N N M ti N 4 5IMP50N ABU66 p - - - - CLOSING DEVICE `1 I M o r l o q'-0"G ILIN6 D1 PERMA CAST WITH R-3 MINIMUM. POST BASE(TYP- J - TEMP GL PRTN ® - - - 4" I'-0' 4" I COLUMN W/SQUARE ALL GOLUMN5) I— -I 4 DOOR SD HICL TWD GAR GARAGE b (R-21) BAITS b'-4" -4'� FLAT GAP 4 BASE 11. MECHANICAL VENTILATION SHALL MEET THE REQUIREMENTS OF THE IRC/IMC o - - - - 4068 BI-PA55 % I b�0 *4'P.G.5LAB(MIN.3500 P51 GONG) ® r---1 (OR EQUAL) - 12.EQUIPMENT SIZING - PER ACCA MANUAL S, BASED ON LOAD CALCULATED PER ACCA 6 g REINFORCED WITH bx6,10/10 K.H.M. 5D I I 1 CORNER COLUMN TO (3)2810 TR I I I $ q'-D" 4" 4'-0" 4" 6'-IO" 6" _ ® = I BE PROVIDED W/ MANUAL J AS PROVIDED BY A THIRD PARTY HERS RATER. , '� p *SLOPE GARAGE SLAB DOWN 2' � 13.LIGHTING - A MINIMUM OF 75% OF PERMANENTLY INSTALLED FIXTURES MUST HAVE (3) 2850 DHHP T L �5! 10'-0" EILING TWO GAR GARAGE I O TOWARD5 GARAGE DOOR ® L__J -, HIGH-EFFICIENCY LAMPS. F R� ©EF MA TER `r q'-0"GEILIN6 *4'P.G.SLAB(MIN.3500 P51 GONG) * "TYPE"X'GYP BD ON GARAGE oo oo I I SPLIT KIT (TEMPERED) I 1 I z T'I REINFORCED WITH 6xb,10/10 W.W.M. p WALL5 4 CEILING �L BATH OOM WIGL b (R-21) BAITS * GARAGE SLAB DOWN 2' * "TYPE"X"GYP s0 ON INT OF LIVING z - 10'-O" EIL ZO 14.ALL HVAC, PLUMBING AND ELECTRICAL SYSTEMS SHALL MEET THE IRC CHAPTER 11 I I - ENERGY EFFICIENCY, INTERNATIONAL MECHANICAL CODE, AND INTERNATIONAL ENERGY _ BOJ S x WC TOWARD5 GARAGE DOOR d � 5PAGE COMMON WALL5 TO GARAGE 3010 0 0 0 o O o O o CONSERVATION CODE. 55 IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR (51 (D * 'TYPE'X'GYP BD ON GARAGE I KITG EN ( ® 8'-0"HD HT a� bb WALLS E CEILING FV11-2 J 10'-O"GEIL 1 L -1 3030 G5MT > 5 5 w 5 5 5 j TO SUBMIT IN DETAIL THE DESIGN, CALCULATIONS, DRAWINGS, WRITTENI STATEMENTS OF 12 _ * ' 'X'GYP BD ON INT OF LIVING DEN/ BE #2 1 F_ a w THE MECHANICAL, AIR CONDITIONING, VENTILATION, HEATING SYSTEMS (;NEW, EXISTING OR DI � � TYPE UPGRADED) STAMPED BY A PROFESSIONAL ENGINEER IF REQUIRED BY THE OWNER OR - - - - SPACE COMMON WALLS TO GARAGE = v 4" I8'-2" 6" 8'-10" I'-b" 4., q' 8.. BUILDING DEPARTMENT. 2010 TR o N 15.ADDITIONS, ALTERATIONS OR RENOVATIONS: SHALL COMPLY WITH IECC 2015. � ® 8'-0"HD HT g N I I O UNALTERED PORTIONS OF THE EXISTING BUILDING IS NOT REQUIRED TO COMPLY WITH 2050 DH N f— - - - - - - - - - - - - - � o J N i F/21 IREF I 12 `~ THIS CODE. b" _ I I b'-0" I 4" 4'-2" b" 18'-0" 4" pl - 1�Aj - 16.MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR EACH 20 0 6" (01, SEPARATE HEATING AND COOLING SYSTEM IN ACCORDANCE WITH SECTION N1103 I ( (2 2Xb HDR DI 1 I 20 o I I I w CONTROL SYSTEMS. I I 16010 OH DR I 17.ALL EXTERIOR WALL/FLOOR/CEILING JOISTS SHALL BE AIR SEALED AND INSULATED IN I 11'-0"STEP CEILING I � 0 - - - - - - 0 DI GATHEDf AL GEIL I I I n_ P1 . � - 5 1/4 x I6 LVL HDR HD ;r L J (3)2810 TR i--'-1 } ACCORDANCE WITH TABLE R402.4.1.1. APPLY A FRESH BEAD OF CAULK TO THE TOP 1 I -' 16010 OH DR � O " AND BOTTOM PLATE IMMEDIATELY PRIOR TO INSTALLING INTERIOR GYPSUM WALL BOARD. MASTER N _ _ _ - D/21 N i (2) 2X10 HDR BREAKF 5T AREA �I ® 8-o HD HT P4 o v 2'-0 I BEDROOM I 0 - - - 0 1 = 16 1 1 I (3)2850 DH Y o I I HD - 5 1/4"x I6"LVL HDR HD - F/21 Hp r - - - -1r - - ( o ry I 1 w O w 1 I D/21 I pI L - - - �L - - J 1 (` LJ I Z O v o 2015 IRG- 62427.8 (503.8) I I pi I I- -1 C5 VENTING 5Y5TEM TERMINATION LOCATION: 1 2'-0" 6 2'- " 2'-0" I'-b" Ib'-0" R.D. I'-4" 1'-b" I6'-0" R.O. 4'-11" 4'-5" 6 11 b I I c/) 4 THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN INPUT I I N O to W n OF 10,000 BTU PER HOUR(3KW OR LE55 SHALL BE LOCATED AT LEAST 2010 TR o 1830 DH iti DI 1'-O" B (2) 3010 TR "' p b"FROM ANY AIR OPENING INTO A BUILDING,AND SUCH AN APPLIANCE WITH ® 8'-O"HD HT I- -1 I I - @ 1-0HD T g-5 0 8-0 HD HT _ _I - — _` L J J B-5 (� AN INPUT OVER 10,000 BTU PER HOUR BUT NOT OVER 50,000 BTU PER 2050 DH I N 1 1 I (2) 3050 DH (3)2X&HDR - E CA HOUR SHALL BE INSTALLED WITH A g INCH VENT TERMINATIONI CLEARANCE, a L - - - - - - - - - - - - - - J AND AN APPLIANCE WITH AN INPUT OVER 50OX BTU PER HOUR SHALL HAVE L j ri A Hp AT LEAST A 12 INGH VENT TERMINATION GLEARANGE.THE 1301fTOM OF THE o o g_5 Iq I L_- L - - J L - - F-� VENT TERMINAL AND THE AIR INTAKE SHALL BE LOCATED AT'LEAST 12" m - N l l — GRADE. (2)2X6 HDR `z (2) 2X6 HDR I c� cv _i I DI ~ 0 0 (3)2810 TR Ig z m ® b'-O" HD HT 12 DI z di HO L 3010 3010 T1� HD LINE OF BREAKFAST (3)2850 DH DI Z Q Q Q L - ® '- "HD HT ®�8'-O' HO HT J �_ 1g AREA FRONT WALL (� o o w Ig 4,_D 3050 DH q._0.. 3050 dfl 10, 4-D„ DI 4" 0 UNIT 16 W �s(ERE 2015 IRG- R312.2.1 D1 'AC, IN DWELLING UNITS,WHERE THE TOP OF THE 51LL OF AN OPERABLE WINDOW Il'-0" 4'-0" 18'-10" FW 18'-6" q'-4" 12'-0" �ROF3ER c y ti��G �A OPENING IS LOCATED LE55 THAN 24"ABOVE THE FINISHED FILOOR AND GREATER THAN 12"ABOVE THE FINISHED GRADE OR OTHER GURFAGE BELOW ON THE EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW:SHALL COMPLY 40'-O" 40'-D" °` r Z WITH ONE OF THE FOLLOWING: * OPENIN65 THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO PA55 FIRST FLOOR PLAN I HR SEPERATION FIRST FLOOR PLAN THROUGH THE OPENING IN ITS LARGEST OPENED POSITION. UNIT l �2UNIT 153810 * FALL PREVENTION DEVICES THAT COMPLY WITH A5TM F 20)gOWALL PER UL #336X3810 (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO RELEASE THE 1/411=11-011LIVING AREA= 1,5gq 59. FT. 1/4"=V-0" LIVING AREA= 1,5gq 50. FT. o � '�NEW1( CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN,SHALL NOT CARACE AREA= 511 50. FT. GARAGE AREA= 380 50. FT. J REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW UNIT TO LE55 THAN MODEL BNNNNN l (INKBERRY)- MODEL B -ALT (JUNIPER)-5.1 5MARE FEET. COVERED PORCH AREA- Iq2 50. FT. , JOB NUMBER COVERED PORCH AREA= 241 50. FT. 11511: GENERAL GONTRAGTOR5 AND SUBGONTRAGTOR5 TO REVIEW w 2016023 ONE CARBON MONOXIDE ALARM IN NEW NOTE EF =EXHAUST FAN: DUET CLUSTER ONE AND TWO-FAMILY DWELLINGS, STAIR MANUFACTURER TO DESIGN HD= HOLD DOWN 50 GFM INTERMITTENT OR THESE GONSTRUGTION DOCUMENTS UPON RECEIPT FROM UNITS l 5 (MODEL B-ALT) SHEET NUMBER MULTIPLE LVL 61RDER GONNEGTION5: 20 GFM GONTINUOU5 NOTE "V": TOWNHOU5E5 AND DWELLING UNITS IN NOTE: STAIRS TO MEET ALL APPLICABLE © ALL DRYERS TO BE VENTED ARCHITECT AND REPORT ANY AND ALL DISGREPANGIES L GROUP R-2 BUILDINGS(GOND05 4 ALL WINDOWS SHALL BE FOR ALL MULTIPLE LVL 61RDER5, LA6 BOLT TO OUTSIDE AIR PER ENTE INGLUDING ANY DIMEN51ONAL GONFLIGT5, IMMEDIATLEY TO GODE5 AND TO REPORT ANY GO OPS)AND UNITS OFFERED FOR SALE, © = TEMPERED TOGETHER W/ I/2" BOLTS 2'-0" O.G. 2" MIN 602 CARBON MONOXIDE + ALL WASHER TO BE ARCHITECT FOR CORRECTIVE MEASURE5 PRIOR TO 1 6 (MODEL B- 1 ) zIN THE IMMEDIATE VICINITY OF ODE ANDERSEN 200 SERIES DISGREPENGIES AND GONFLIGTS TO GLAZING „ ® DETECTOR PROVIDED WITH DRAIN IPANS FIRST FLOOR PLAN BEDROOMS,ON THE LOPf5T FLOOR THE ARCHITECT PRIOR TO 5TAIR FROM TOP 4 BOTTOM, MIN. 4 FROM ENDS GONSTRUGTION. DO NOT SCALE DRAWINGS. DIMENSIONS SHALLw B � 3 LEVEL CONTAINING BEDROOMS. FABRICATION. ®� SMOKE DETECTOR BE CALCULATED AND NEVER 5GALED UNLE55 OTHERWISE NOTED. o COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED INSTALL IGE WATER SHIELD PER MANUFACTURERS IS'-0" HIP WIDTH 15'-O" BLE WIDT - z z 4J W 5PEGIFIGATION5 To MAINTAIN PRODUCT WARRA 2 � E NOTE- _ _ (� APPLY IGE d WATER SHIELD IN FAIR WEATHER WHEN THE AIR,ROOF DECK - - - - - - - �r � _ _ -fir U AND MEMBRANE ARE AT TEMPERATURES OF 40°F(566)OR HIGHER. �� J - - SER - - -- -r �� OPT. 15'-0" DEEP ILL �L - - - - - - - - �1 �i O r { 0- L L J - L J J I COVERED PO GH I ' z `./ -- ��IPER TR66 HAN1F I T �Q I I I I I I I O � o s w ' s J��� 1 I I �I 1� 1 � •� 51MMON STRONG-TIE I 'y/o N I I II'-O" PL HT. I '9�I 19QI I a) N Mrs STRAPPING(LENGTHS VARY) I -� , + 12 HEEL HT. 11V CONTINUOUS SHEATHING TO I I I 1�� I C/) .� �''?z — 2 HR 5EPERATION I z U 2,5 ( TOP OF TRP%HEa I ' I ( WALL PER UL#336 I I I O L cn`a M HEEL HEIGHT VARIES-5EE TRU55 ORMIN66 FOR 1 I ' I I � I C) � c � co U � � - � ACTUAL HEEL HEI61ifs I � I I I 'm NO "R" I� I II'-O" PL HT. ❑ M -- 11'-0" PL HT. I '�I A 5" I-0 I I I'-o' + 12" HEEL HT. + 12" HEEL HT. I II'-0" PL HT. B-5 FRAME ALIGN FASCIAS ' I 12 I OH. tu ( OH. a VAREs� �" N "R°12 + 12" HEEL HT. OH. I IIII PL HT.+ 12' HEEL HT g 14 I q af I12 > 12 / / / Q= - - - - - - EMITTER OH' 10'-10" OVERHANG H114H / / _- J I- ; ; I I O e"FA56IA eD B-4 1- 3 f ///' — — -�_— — _ __ __ _ � � Ii=- - - _ - - - - - - - - - �`+�, a'-o"PL HT � _ ,I'/////-_ _ _� II _ _ = _ _ _ - - - - - - ,� +5"HEEL HT. /jj j /� I I I ; I I I I - - - - I // // �// o I I VENTED VINYL SOFFITOH. I / /// / _ I I I I �G IIII O 4L 4 1117 //j%/j/ /% I I I I I "� o 11-0"PL HT /j///// 1 I ,/ //� I I I I �� I I �L Ln -) OVERLA TRU55E5 _ LEADER TO DRYI^✓ELL- (- - ///,///, I ,// / I I lD I f -1 1 I I I � � m DETAIL OH. I I I / �� �, �/ 14 / / / I ► I II 6 ❑ NOT T I oH. B -4 ROOF VENTS LL- L J INT.BEARING NOTE, FLUSH ROOF5 WALL BELOW r/ INSTALL HALF OF 12 / / / FEND STRAP EACH °�� oo I q // / �/ ���C/// I I I I I O B p Vi� U5E IN COMBINATION ONLY WHEN B 5JL r � - - � I I A //ii i/ '� I I ❑ I ❑ I I I II w DO NOT ALI6N 1 , I I e-5,"j,// 1/ / I I I I \Q I gA5 p ,.,.- STUDS AND�RAI`TERS I I NOTE R (- -1 / // L - - -- � ,� I 'II1 _ ///// / , � — -1 r— ___ OPTION#I 48" MIN 48" MIN GODE 5EGTION 10bb-EXGEPTION 4: ®vU336 FIREWALL MAY TERMINATE AT UNDER5IDE ROOF OPTION#2 5EGURE ROOF 5HEATHIN6 TO G-RUNNER TRACK z SHEATHING IF FIRE RETARDANT TREATED CODE 5EGTION 106.6-EXCEPTION 4: W 2"G-RUNNER TRAGK2" -CAULK FOR o 5HEATHIN6 I5 IN5TALLED FOR A DI5TANGE OF FIREwALL5 MAY TERMINATE AT THE SMOKE TIGHT JOINT OVER OPTION#I �+ U WALL RATING - 2 HR. r..I 4'-0"ON BOTH 51DE-5 OF FIREWALL UNDERSIDE OF ROOF NON-RATED U m FINISH RATING - 120 MIN. OPTION#2 O � U SHEATHING PROVIDED THE ROOF IS METAL EDGE FLASHING � STC RATING - 61 (SEE ITEM 7) 48" 48" PROTECTED WITH IRE TTY «X« � �11 r ' U GYPSUM BOARD DIRECTLY BENEATH SECURE WALL 5HEATHIN6 TO � � s THE UNDERSIDE OF ROOF 5HEATHIN6 G-RUNNER TRACK TYPICAL ROOFING z0 ^ ' U -EX AND 15 SUPPORTED BY 2"LE06ER5 ROOF TRU55 �'-d � 10 xg— EXA i XAATTACHED To THE 51DE5 OF ROOF U }N m FRAMING FOR A MINIMUM OF RAKE BOARD_ � r--1 N c o rn _ _ _ _ t• N> Cn OF FITYP AREWALL.NGE OF 4ALLOW NOOPENIN65 IN - _--_---- ___ U) }_<, 2' H STUD TRACK AN OPTI N #2 TYPICAL SIDING -- ' ' T---- (� °L' G U K FOR SMOKE TI H ROOF WITHIN 4'-0"OF FIREWALL x x Z L .- rn '_� '� ,` HIDDEN METAL FLASHING: L J L O Cl) 1 T OVER EAGH 51DE.MINIMUM CLA55 B ROOF t..., s ........ 12 VERTICALLY � 12 HORIZONTALLY � i ..__..__. _ .w- �.••.••••.•.••n.•._.•..••,•t• ,•.••,.••.•••.••.•• ••.•,... .,•.r .-..__._...w...,.......,-._,--__.... ..1.-_u••••.••:.••••••..•v,.,..,..,..v...,..,•. ..v OF INC _ _•...................... - ' _,.. ............—_ -- -- OF 5HEATHIN6 ( SH.. ... r--....,......._.....,..........__.. .......... _ ❑ coCh 00 1\. t 1 O PTION•1 ..:, �:} :r. I AI SPACE EA. SID • 2 2 2 LONG ......--'---, :-----....:........... . . ....... , �•----...�._ X wm� TMM 063 U56 ALUMINUM « 11yIIREATED PLYWOOD 5HT6 BREAKAWAY GLIP5 :� OUT IF LOI^ER ROOF 15 ................. :`4" AIR SPACE / � ; 4 &YP. BD. OR MINERAL 5EGURE ROOF f�. ' 0"BELOW HIGHER ROOFWOOL FIRE BLOGKI SHEATHING TO TRUSFING ?4 i l`RA' � N 3 I/2" (R-13) BATT ASW GLIiPS OR .O(3 USCF - —� - .063 U%ALUMINUM z F:Xi'{?51:1)T4:}I"IR�': FIi����, rar�r_r� 4k�.1"!�tb�.T'>:_z�N•r����T..J.:S���[:c.��i].�'.. ALUM AN1C�L� CLIPS x�-----------�x x�----------- L BREAKAWAY CLIPS O AIR SAGE DOUBLE H-STUD TRACK I"AIR 5PAGE I"AIR SPACE _ . � 5GREWED BACK TO BAGK j r ry r N « 1/2 GYP.BD (n ( TYPE EXESHAFTLIi�IE�R TER PROOH ROGK I" �ARD DOUBLE H-STUD TRACK 5GREWED FILL I" CAVITY AT FLOORS AND zz BOARDS FIBERG FIN15H ON BOTH ' .- wwww. •.....,.....-www ---- `s --- ---- ..,.w�....,,,,,.. � OR MINERAL ww..wwwww ...�.:........:...: BACK TO GK GEILIN6 W/ GYP. BO 51DE5 AND EDGES :...... ....... ............`... ............-- - ---........�., ,. , I- �. -.. f:...: _ }f , ;, ; A K BA WOOL FIRE: BL��KIN U ..lr,....f....l H. T-'^ /1/ �r �tl ;r 1" AIR SPACE ff......... _�........'. -r---........... (2) PIEGE5 6.P. TOU6HROGK 1" 2 H-STUD TRACK u- Ln .............................- ..... - ;..Y..V�.v... _ ......._•.._._:. :... FIREGUARD TYPE 11X« SHAFTLINER, O rn ;� : � �; y -=a -', - WATER PROOF BOARDS W/ 2x4 P.T. SILL PLATE ' FIBERGLA55 FIN15H ON BOTH SIDES ❑ kms. ..._ .. .. __ :�•.—__ + . ... `:i::........_._•_,...,.,•:ti x......... •_. • I AND E E I R5T FLOOR - ;_'. ...... ...........—................, w rl I.,A` AIR SPACE �,� • : 4" T -- -- .. ,�..•., /� `.._„� `' 3/ 66 OSB 5UBFLOOR- GLUED 8 OPTION#I '•`.i 5GREWED - RUN RIM J015T PER FLR JOIST MANUF. ! r CODE 5EGTION 106b-EXGEPTIONI 4: CONTINUOUS BETWEEN JOISTS PER PLAN FILL I”GAVITY AT FLOORS AND GEILIN6 W-1ROOF TRU55 FIREWALL MAY TERMINATE AT ��.l. J�TRA� 1iN t PLATES AT EXTERIOR _ GYP.BOARD OR MINERAL WOOL FIRE UNDERSIDE ROOF 5HEATHIN6 IF FIRE WALL (2) 2x4 P.T. SILL PLATE BLOCKING .063 U56 ALUMINUM RETARDANT TREATED 5HEATHINO I5 TO ��JRE I�1tT: 14 I?.1TI EER�I€ L BREAKAWAY CLIP5 INSTALLED FOR A D15TANGE OF 4'-011 O .� ;., ........._...... . ._. i (R-13)CL05ED GELL SPRAY FOAM IN5UL 9"(P ANCHOR BOLTS(14" LONG + ON BOTH SIDES OF FIREWALL ;_ w ,,+ • • �,. AIR SPACE r..•..•.-_-_--,- AIR SPACE ALONG IN51DE FACE OF FND.WALL5-FULL HT a ° 3 HOOK,8 MIN EMBEDMENT) OPTION#2 `t'� II N W AIR OR DRAPED BLANKET INSULATION 1z . - '; d ADHE51VE ANCHORS W/3,,X3,A,, m ", CODE SECTION 106 6 EXCEPTION 4• (..� T WASHER PL c� G. FIREWALLS MAY TERMINATE AT THE UNDERSIDE OF ROOF fr'1: (U #4 HORIZ.REBAR NON-RATED 5HEATHIN6 PROVIDED THE ROOF 15 PROTEGTED WITH IEl 5/8"TYPE "X'6YP5UM BOARD DIIREGTLY BENEATH THE UNDERSIDE ^ ': ._. ',. : 4,1''`• �. :`' '' j ' ' ? : (1)#4 HORIZ.REBAR® MID BA5EMENT 2 HR FIREWALL SEPERATION DETAIL �} of ROOF SHEATHING AND 15 SUPIPORTED BY 2 LEDGERS HEIGHT OF WALL STORY ° ATTAGHED To THE SIDES OF ROOF FRAMING FOR A MINIMUM OF ''•.' h','j'ti�! '�' \`'`,~ `''' ,`•'/;:• :'f i I`i`i,` ' - 'ter "'�•- ,�w'' ° N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOGATIONS F1''� 0I5TANGE OF 4'-0"ON BOTH 51DE5 OF FIREWALL.ALLOW NO OPENINGS IN ROOF WITHIN 4'-0"OF FIREWALL EACH SIDE.MINIMUM 12" FOUNDATION WALL ON 24"x12" TYPICAL BASEMENT SLAB ,f- P.G. FOOTING *4"PL.SLAB(MIN.2500 P51 STG Rf�TINC� GLASS B ROOF SHINGLE TO BE INSTALLED. �..� CONO .006 MIL.POLYETHELENE Q r," ��,�, `,, ! ._. - ,. r• ,, , �-- ,_...--• :>;: U56 BROCHURE 5AI00 (FIRE RESISTANT OPTION#I F- , -^. ,�:� '"- �"�..... _ ` '�.> {ff i ° *� q5K D I A55EMBLIE5) CODE 5EGTION 106.6-EXCEPTION 4: (o d ',,:: OR BARRIER �,,,�� AMP d FILL TO EN5 TY C ° PAGE 22 AREA SEPARATION WALL FIREWALL MAY TERMINATE AT UNDERSIDE ROOF OPTION 2 ,�•; F'.'i % fi _�.4J� --..y {4 '� `,,,,'•4rr;'I l•; _ �_{5r ° ° e ° ( 5HEATHIN6 IF FIRE RETARDANT TREATED z * ; j :� : .,,'- ti:, : s: i ( ; •,' , ° ° SYSTEMS) CODE SECTION lob.6i-EXCEPTION 4: W ti �: �, a ° ° 5HEATHIN6 15 INSTALLED FOR A D15TANGE OF f.+, ',' i r f -{•.. FIREWALLS MAY TERMINATE AT THE :; , ti.^� s`� " ° a ° TEST#UL DES U341 4'-0"ON BOTH 51DE5 OF FIREWALL UNDERSIDE OF ROOF NON-RATED } �� a ° ° 5HEATHIN6 PROVIDED THE ROOF 15 UO ��. ACOUSTICAL PERFORMANCE = 5TG 60 I II « « �}�j qPj PROTECTED WITH 5/£°i TYPE X HORIZONTAL #4 ° ° °. TEST#RAL-TL-bb-350 6YP5UM BOARD DIR:EGTLY BENEATH ° BASED ON 2x4 FRAME WITH MIN. 3" THE UNDERSIDE OF ROOF 5HEATHIN6 ° ° v MINERAL WOOL BATT AT EACH SIDE AND 15 5UPPORTED BY 2"LE06ER5 SECTION 1201.2 OF 2015 IBC- WALLS, XXX A X ATTAGHED TO THE 51DE5 OF ROOF SEPARATION WALL: (Max Height - 66 ft) PARTITIONS AND FLOORICEILING FRAMING FOR A MINIMUM OF g DISTANCE OF 4'-0"ON BOTH SIDES TT ASSEMBLIES 5EPARATIN6 DWELLING 2' H STUD TRACK AN OF FIREWALL.ALLOK NO OPENINGS IN I. Floor, Intermediate or Top Wall -- 2 in. wide channel Shaped with I in. long legs formed from No. 25 M56 galy Steel, Secured with suitable 2 HR FIREWALL SEPERATION DET IL I UNITS FROM EACH OTHER OR FROM G U K FOR SMOKE TI&H OPTI N #2 fa5tener5 Spaced 24 in. OG. Fye PUBLIC OR SERVICE AREAS SHALL HAVE I T OVER ROOF WITHIN MINIMUM OF FIREWALL N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS A STG OF 50 OR MORE. EACH SIDE.MINIMUM GLA55 B ROOF . Metal Studs -- Steel members formed from No. 25 MSG galy steel having "H" -shaped flanged Spaced 24 in. OG; overall depth 2 in. and 2 TUD5 CONTINUED To U E IDE ROOF 55E5® 24" O.G. ( SHINGLE TO BE INSTALLED 0 OF 5HEATHIN6 w flange width I-3/8 in. USG AREA SEPARATION WALL SYSTEM UL# U336; PROVIDED STG=60 � M 6 Q N N N CM Ih N Cj 3. Gypsum Boards -- Two layers of I in. thick gypsum board liner panels, Supplied in nom 24 in. widths. Vertical edges of panels friction fitted TEST #RAL-TL-88-350; STC = 60 1" AI 5PAGE EA. SID o N N C9 � � _ into "H" -Shaped studs. COG ING -- Type 5LX. TYPICAL FRAME WALLS (2) PIEGE5 6.P.TOUGHROGK I" UNITED STATES EYPSUM GO -- Type 5LX ��� FIRE6UAR0 TYPE "X" 5HAFTLINER, GYP. BD. OR MINERAL U56 MEXICO 5 A DE G V -- Type 5LX. WINDOW WATER PROOF BOARDS W/ WOOL FIRE BLOGKI FIBER6LA55 FIN15H ON BOTH SIDES AND EOGE5 ASW CLIPS OR .O/o3 USCF PROTECTED WALL: (Bearing or Nonbearing Wall) ALUM ANGLE CLIPS 0 0 0 ° 0 0 0 0 $642 HOUR FIRE 5EPERATION I" AIR SPADE > > 5 w > > > > 4. Wood Studs -- Nom 2 by 4 in. max spacings 24 in. OG. Studs cross braced at mid-height where necessary for clip attachment. Min 3/4 in. HALL 51HOHN HATCHED DOUBLE H-STUD TRACK separation between wood framing and fire S:e aration wall. 5GREWED BACK TO BACK W W � w W W W � p g p 1065 KORIZONTAL CONTINUITY: 4A. Steel Studs -- (As an alternate to Item •4, not shown) -- For Bearing Wall Rating - Corrosion protected steel studs, min No. 20 M56 FIRE WALL5 SHALL BE GONTINUOU5 FROM DOUBLE H-STUD TRACK 5GREWED FILL 1" CAVITY AT FLOORS AND N w EXTERIOR WALL TO EXTERIOR WALL BACK TO BACK (0.032q in., min bare metal thickness) 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) GEILIN6 W/GYP. BOARD OR MINERAL rimed steel, cold formed, shall be de5i nedl in accordance with the current edition of the Specification for the De51gn of Gold-Formed steelUNRATED 1" AIR SPACE WOOL FIRE BLOCKING Structural Members b the American Iron Steel Institute. All design details enhancing the structural integrity of the wall assembly, including HINDON 2" H-STUD TRACK STC, RATING, y g g g y y- g WINDOW (2) PIECES 6.P. TOU6HROGK I° the axial design load of the studs, shall be o5 specified the steel stud designer and/or producer, and shall meet the re uirement5 of all GODS SECTION 106.5 EXCEPTION #2 U56 BROCHURE 5A100 (FIRE RESISTANT g p by g p q FIREGUARD TYPE "X" 5HAFTLINER, 2x4 P.T. SILL PLATE Z H applicable local code agencies. The max stud spacing of wall assemblies shall not exceed 24 in. OG. Studs attached to floor and ceiling UNSPRINKLERED BUILDINGS: WATER PROOF BOARDS W/ A55EMBLIE5) 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 FIBERGLASS FINISH ON BOTH SIDES 6ARAEE PAGE 22 (AREA SEPARATION WALL W FIRE RETARDANT TREATED > SYSTEMS) 2 � GODE SECTION 106.5 EXCEPTION #3 AND EDGE5 a. A151 specifications. Top and bottom tracks shall consist of steel members, min No. 20 M56 (0.032q in., min bare metal thickness) steel or min 5HEATHIN6 TO EXTEND 4'-O" ON UNEXGAVATED TYPICAL TEST#UL DE5 U341 O m No. 20 656 (0.036 in. thick) gals steel or No. 20 M56 (0.033 in. thick) primed steel, that provide a sound structural connection between BOTH SIDES OF FIREWALL AND BUILDINGS EQUIPPED W/ NFPA 13 OR GARAGE SLAB - J NFPA 13R SPRINKLER: *4"P.G.SLAB(MIN.3500 P51 GONG) W � w OFFSET WALL ACOUSTICAL PERFORMANCE - 5TG 60 > Q Y steel studs, and to adjacent a55emblie5 such as a floor, ceiling, and/or other walls. Attached to floor and ceiling assemblies with steel IRE RETARDANT TREATED 5HEATHIN6 ° l REITFORCEDWITHbx6,10/IO W.W.M. w w 6i ° d *TAMP E FILL TO 95;5 DEN5ITY TEST#RAL-TL-bb-350 fa5tener5 spaced not greater than 24 in. O.C. Studs Gro55-bra6ed with stud framing at midheight where nece55ary for clip attachment. Min 4'-0" MIN. 4'-0" MIN. AT FIREWALL END 8" WIDE x FULL (1) #4 HORIZ.REBAR ° ° *SLOPE GARAGE 5LAB DOWN 2" BASED ON 2x4 FRAME WITH MIN. 3" z v o HEIGHT OF FIREWALL TOWARDS 6ARAGE DOOR O 3/4 in. separation between steel framing and area separation wall. Finish rating has not been evaluated for Steel 5tud5. MINERAL wool BATT AT EACH SIDE 45 Steel Studs -- As on alternate to Items 4 and 4A, for use in Configuration B only, not shown) -- For Nonbearing Wall Rating - Channel II � ° I' SECTION 1201.2 OF 2015, IBC- WALLS, u� 4 Sha ed, fabricated from min 25 M56 corrosion-protected steel, min 3-I/2 in. wide, min I-I/4 in. flanges and I/4 in. return, spaced a max of 24 2 HR FIREWALL SEPERATION DETAIL 2 a lL �J PARTITIONS AND FLOORJCEILING W t in. OG. Studs to be cut 3/5 to 3/4 in. less than assembly height. Top and bottom tracks shall be channel Shaped, fabricated from min 25 M56 N.T.S. Fw2 FROM EACH OTHER ORASSEMBLIES NFROM PUBLIC OR ❑ OFF-SET EXTERIOR WALLS ° 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 w max. Studs Gro55-braced with stud framing at midheight where necessary for clip attachment. Min 3/4 in. Separation between steel framing and a OR MORE. _j area separation wall. Finish rating has not been evaluated for Steel Studs. 2 HOUR FIRE SEPERATION (1)#4 HORIZ.REBAR® MID ° PROVIDED STG-60 I--A TYPICAL FRAME HAL HEIGHT OF WALL STORY ° P m 5. Gypsum Board -- Classified or Unclassified -- Min 1/2 in. thick, 4 ft wide, applied either horizontally or vertically. Gypsum board attached to WALL SHOWN HATCHED ° ,P ANCHOR BOLTS (14 Z studs with I-1/4 in. long steel drywall nails Spaced S in. OG. Vertical joints located over studs. (Optional) Joints covered with paper tape and LONG + 3" HOOK,8' MIN � joint compound. Nail heads covered with joint compound. ° .. EMBEDMENT) OR ADHESIVE z W � ° ANCHORS W/3"X3,-A,, NOTE: UL #336 EXCEEDS cCURRENT FIRE CODE C� o yi m 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 5crew5 3/8 in. long to UNIT UNIT 12" FOUNDATION WALL ON 24"xl2" WASHER PL ® 24" O/G. STANDARDS AND REDUCES SOUND TRANSFER w �G ERT �C "H" studs and with Type W screws 1-1/4 in. long to wood framing through holes provided in clip. UNRATED WINDOWS PL. FOOTIN6 BETWEEN UNITS o �- X� cy y', 6A. Glip placement (Item 6) for separation walls up to 23 ft high. Space clips a max of 10 ft Or, vertically between wood framing and IV' AND DOORS � studs. _ ° a° !lore AC Z � 6B. Gli Iacement (Item 6) for 5e aration woII5 up to 44 ft high. Space clips as described in Item 6A for upper 24 ft. Remaining wall area pP P — Cn below requires clips spored a max 5 ft OG vertically between wood framing and "H" studs. — — n .�� L &G. Clipplacement (Item 6) for 5e aration walls u to 66 ft high: Space clips as described in Item 6A for upper 24 ft. Space cli 5 as � O �� P P P g P P pp P P FNEW described in item 6B for next 20 ft. below the upper 24 ft. Remaining wall area below requires clips spaced a max of 40 in. OG vertically ° ° 1 ❑between wood framin and "H" studs. S" UNRATED SIDING (TYP) UNIT5 ..... .. g HORIZONTAL #4 -1. Non-Bearing Wall Partition Intersection -- (Optional) Two nominal 2 by 4 in. stud or nominal 2 by 6 in. stud nailed together with two 3in. long 4'-0" MIN. 4'-0" MIN. ° ° 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 nai15 spaced a max 16 ° JOB NUMBER CODE SECTION 106.5 EXCEPTION #3 ° . (MODEL B -ALT) in. 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 BUILDINGS EQUIPPED >^v NFPA 13 OR NFPA 13R SPRINKLER: CODE SECTION 106.5 EXCEPTION #2 2016023 framed with a second 2 by 4 in. wood stud fastened with 3in. long IOd nails spaced a max. I6 in. OG. vertically. Maximum one non-bearing wall FIRE RETARDANT TREATED 5HEATHIN6 AT FIREWALL END &' WIDE x FIREUN5PRIETAR A BUILDINGS: FIRE RETARDANT TREATED 5HEATHIN6 TO EXTEND 4'-0" 2 HR FIREWALL SEPERATION DETAIL @GARAGE 5 W partition intersection per stud cavity. Non-bearing wall partition stud depth shall be at a minimum equal to the depth of the wall. FULL HE16HT OF FIREWALL ON BOTH SIDES of FIREWALL <.X UNIT 1 6 Q SHEET NUMBER *Beorin the UL G055ificotion MarkN.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS I FW2 Z g 2 HR FIREWALL SEPERATION D ETA.IL 3 USG AREA SEPARATION WALL SYSTEM UL# U3 3 G; MODEL B- 1 9 - ( ) Last Updated on 2010-10-21 N.T.S. AT FLUSH GOND)ITION FW2 TEST #RAL-TL-88-350; STC = 60 W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED