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Home My WebLink About45389-Z fat/( Town of Southold 6/3/2022 P.O.Box 1179 rh 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43112 Date: 6/3/2022 TMS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 26 Harvest Pointe Ln Unit 9 1, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-2-35 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/19/2020 pursuant to which Building Permit No. 45389 dated 10/28/2020 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: single-family dwelling with unfinished basement, covered porch, screened porch and attached garage as applied for. (Unit#9 1) The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF]HEALTH APPROVAL RIO-17-0145 3/1/2022 ELECTRICAL CERTIFICATE NO. 45389 5/20/2022 PLUMBERS CERTIFICATION DATED 5/13/2022 All Sfiff%k Plumbing Conto�ors Inc ignature Aut i TOWN OF SOUTHOLD ��o copy BUILDING DEPARTMENT TOWN CLERK'S OFFICE o. . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45389 Date: 10/28/2020 Permission is hereby granted to: Rimor Development LLC 1721-D North Ocean Ave Medford, NY 11763 To: construct single-family dwelling as applied for per Planning & SCHD approvals. (Unit# 91, A-1 model) At premises located at: 26 Harvest Pointe Ln Unit 91, Cutchogue SCTM #473889 Sec/Block/Lot# 102.1-2-35 Pursuant to application dated 10/19/2020 and approved by the Building Inspector. To expire on 4/29/2022. Fees: CO -NEW DWELLING $50.00 SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $2,133.20 Total: $2,183.20 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL .765-1$02 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1." Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or . topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and.similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees I. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial $15.00 DateAD ((p 2_ New Construction: Old or Pre-existing Building: (check one) Location of Property: Cj �}�y-v }Rink_ Lane— C4A41 House No. Street Hamlet Owner or Owners of Property: �6�mo �.t?/✓.Q,Qo � L L� Suffolk County Tax Map No 1000, Section � .04X D Block ® 2 Lot aw— n tole&4e 1./k4c4& t"'< Filed CMap "i - 01� Pertnit No: Date of Permit. APPlicant: Health Dept. Approval: P.Q { Z7 �?Underwriters Approval: Planning Board Approval: Request for: Temporary Certifi ate Final Certificate: i (ch ck one) Fee Submitted:S (' A p icant ign it.re CONSENT TO INSPECTION b��a4—�L—L -C— the undersigned,do(es)hereby state: Owner(s)Name(s) That the undersigned(is) (are)the owner(s)of the remises i Ue T w of Southold, located at i C which is§hown and designated on the Suffolk County Tax Map as District 10001 Section � I Block (� ,Lot-0-36- ._ That the undersigned (has)(have)filed,or cause to be filed,an application in the Southold Town Building Inspector'tor's Office for the f Rowing;, That the undersigned do(es)hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws, ordinances;rules and regulations of the Town of Southold. The undersigned, in consenting to such inspections, do(es) so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws,ordinances,rules or regulations of the Town of Southold. Dated: lo i afar � ( rnt N e) (Signature) (Print Name) OF SOUryol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlin(d-)town.southold.ny.us Southold,NY 11971-0959 Q �yCounm,��' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Rimor Development LLC Address: 26 Harvest Pointe Ln Unit 91 ' city:Cutchogue st: NY zip: 11935 Building Permit#: 45389 Section: 102.1 Block: 2 Lot: 35 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MTM Electric License No: 3700ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt .59 Ceiling Fixtures 26 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 6 Wall Fixtures 5 Smoke Detectors 3 Main Panel 150A A/C Condenser 1 Single Recpt Recessed Fixtures 32 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan Combo Smoke/CO 5 Transformer UC Lights 10' Dryer Recpt Gas Emergency Fixtures Time Clocks Disconnect 2 Switches 45 4'LED Exit Fixtures 11 Pump 11 Other Equipment: Fridge, Oven, DW. Micro, W/D, Septic Disco Notes: New Two Story w/ Unfinished Basement Inspector Signature: Date: May 20, 2022 S.Devlin-Cert Electrical Compliance Form L Town IHaII Annex ;,ri -. Telephone(63 1)76513 0254375-Main Road Fax(tSl)765-9502P.O. box 1179 Southold,lY° / S�. v��'.•+� ti� t 11971-0459 ��p�7._.%,; .-�;.:. {: E aLDI1\TG DEPART1.16EN T TOI',IF',T OF BOUT 3t-11i.:J CEI. T Ii JR;?CA F 011''T Date: tj W LauLIC ('lease print) c � �" .:e" 1AJ6r� ll�-t�� j2 - t- t = ase print) Ii 'iai }fie Sol del'used in f1he water SUpp1N'systeiu contains less than 2/i 0 of 1 �acL 1 lumbers Signature) Sworn to before me this say n T !_1.1.x_,(�.., 2 _ ANNA MORITA -'------- j Notary Public,State of New York i Reg.No.01 FI6368364 / Qualified in Suffolk County llctar;% Public. _--i��L ;T �COLI[ItV CommissionExpiresj>-jt•JV3( - o� o # # TOWN OF SOU HOLD BUILDING DEPT. 765-1802 3 : INSPECTION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION-2ND [" ].= INSULATIOWCAULKING [ FRAMING/STRAPPI G [ ] FINAL [ J FIREPLACE & CHIMNEY [ ] FIRE SAFETYINSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: w f � IF W/ ,. DATE < < '�O INSPECTOR OA4" 4 15f so 17 A TOWN OF SOUTHOLD BUILDING DEPT. °`y ou►m '� 765-1802 INSPECTION [. ] FOUNDATION IST [ ] ROUGH PLBG. [ ] -FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE& CHIMNEY : '[`] 'FIRE SAFETY INSPECTION - ]' FIRE NSPECTIONy]' FIRE RESISTANT CONSTRUCTION.' [ ] FIRE RESISTANT PENETRATION ELECTRICAL'(ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE ' INSPECTO o��OE SOUTyoI Vf\q, ` # TOWN .OF SOOT OLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ SULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ RENTAL REMARKS: -9- l •.. CO C- DATE ZZ' INSPECTOR oFsoulyo�o t-1 ,S 3 ?2 # # TOWN OF SOUTHOLD BUILDING DEPT. `y�ourm '' 765-1802 _INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND - [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) NA)ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS:. "fAlt 1 ri —T u 2 G 7 e-- ld" I L(Zkjxz IVI'A� pbgr_ 0-a DATE �L INSPECTOR — rnqjf SO 4000� # # TOWN OF OUTHOLD BUILDING DEPT. cou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ( ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE NSPECTOR i � 1 � • _ � 'II N E.. tw. { d �. R { j:� {� � �� y �:i , �: �=��- � � _ ,, r 3± 4 . 3 i , I t �y c r �w , k t � j i� ry• �' II 1 4 it goI 1 r' w �f x' y u. � � 1 �5�5 -. ,�� fi r: .. .,� �7 v .� � py{ .� S � - - _� _ � .r.-„,,.J,.�� ..-.--” �. .. a .. ,_.-- ' �-w �� -;. .�, � , -- r n , r � '`_ !� '! .,.. �,�, �, �; .„ ''If �y �� ' �� a : � s ,, ... � �� W� � n r - ��-� �:, a _ .. , f ..< :s.. i �A�I of e s1 a 1 t A. i 4 aa- r�,. . , } a 1 l 2 { i y • Y t Duct System Summar Job. + W19ghtsofto Date: April 07,2022 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project • • For: Unit 91 -26 Harvest Pointe Lane, Cutchogue, NY 11935 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.59 in H2O 0.59 in H2O Available static pressure 0.01 in H2O 0.01 in H2O Supply/return available pressure 0.007/0.003 in H2O 0.007/0.003 in H2O Lowest friction rate 0.001 in/100ft 0.001 in/100ft Actual air flow 875 cfm 800 cfm Total effective length (TEL) 679 ft • • Detail'Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln(ft) Trunk Basement h 144 87 8 0 0 OX 0 MtFx 0 0 Basement-A h 3482 87 8 0.004 8.0 OX 0 MtFx 23.8 160.0 st2 easement-B h 3482 87 8 0.003 11.6 16x 4 ShMt 48.5 225.0 st2 Bath 1 h 474 12 5 0.006 4.0 Ox 0 MtFx 16.0 95.0 Bath 2 h 1098 28 18 0.002 5.0 Ox 0 MtFx 66.5 400.0 st8 Bed 2 c 1618 86 91 0.006 9.0 Ox 0 MtFx 31.5 95.0 Bed 3 C 1428 66 81 0.001 8.0 OX 0 MtFx 76.3 400.0 st7 Breakfast Area c 1781 99 101 0.003 9.0 OX 0 MtFx 16.8 225.0 st2 Foyer C 2655 102 150 0.003 10.0 Ox 0 MtFx 43.8 205.0 st2 Kitchen C 1755 42 99 0.007 9.0 OX 0 MtFx 2.3 95.0 Laundry C 609 20 34 0.002 5.0 Ox 0 MtFx 48.8 315.0 st2A Living Room C 1455 72 82 0.002 8.0 Ox 0 MtFx 25.8 325.0 st2A Living Room-A c 1455 72 82 0.003 8.0 Ox 0 MtFx 15.5 215.0 st2 Loft c 539 26 30 0.001 5.0 Ox 0 MtFx 68.0 410.0 st7 Master Bath c 894 34 51 0.002 6.0 Ox 0 MtFx 38.3 325.0 st2A Master Bed c 932 51 53 0.002 6.0 Ox 0 MtFx 53.0 295.0 st5A Master Bed-A C 932 51 53 0.002 6.0 Ox 0 MtFx 52.8 300.0 st5 WIC 1 h 625 16 4 0.002 4.0 Ox 0 MtFx 58.8 325.0 st5 WIC 2 h 485 12 2 0.002 4.0 Ox 0 MtFx 56.0 290.0 sty Bold/italic values have been manually overridden -wrigh'Oft® 2022-April-07 16:43:43 ��/s�l+ Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 /,M1i`+P1 ...Model Al MAN JSD\Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W Supply Detail Table Trunk Htg Cig Design Veloc Diam H x W Duct Name Type (Cfm) (cfm) FR (fpm) (in) (in) Material Trunk st6 Peak AVF 119 129 0.001 236 10.0 0 x 0 ShtMetl st2A st5 Peak AVF 130 111 0.002 238 10.0 0 x 0 ShtMetl st2A st5A Peak AVF 51 53 0.002 268 6.0 0 x 0 ShtMetl st5 st2 Peak AVF 823 756 0.001 206 29.9 16 x 36 ShtMetl st2A Peak AVF 375 407 0.001 204 23.0 16 x 18 ShtMetl st2 st7 Peak AVF 92 111 0.001 167 14.2 16 x 6 ShtMetl st6 st8 Peak AVF 28 18 0.002 41 8.4 16 x 6 ShtMetl st6 TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb3 Ox 0 669 807 201.0 0.001 219 26.0 Ox 0 MtFx rt2 rb2 Ox 0 119 129 199.3 0.001 236 10.0 Ox 0 MtFx rt2A rb1 Ox 0 262 24 83.3 0.004 245 14.0 Ox 0 MtFx TableReturn Trunk Detail Trunk Htg Cig Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt2 Peak AVF 788 936 0.001 219 28.0 0 x 0 ShtMetl rt2A Peak AVF 119 129 0.001 236 10.0 0 x 0 ShtMetl rt2 -�-wrightsoft, 2022-April-07 16:43:43 Right-Suite®Universal 2018 18.0.32 RSU20066 Page 2 i4CC[1...Model Al MAN JSD\Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W wrigiltaoft® Project Summar Job: Date: April 07,2022 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Prpject Information For: Unit 91 -26 Harvest Pointe Lane, Cutchogue, NY 11935 Notes: Design Information Weather: Suffolk Co.Ap, East Quogue(Islip Dd), NY, US Winter Design Conditions Summer Design Conditions Outside db 10 °F Outside db 83 °F Inside db 68 °F Inside db 75 °F Design TD 58 °F Design TD 8 °F Daily range M Relative humidity 50 % Moisture difference 30 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 40897 Btuh Structure 16210 Btuh Ducts 999 Btuh Ducts 776 Btuh Central vent(68 cfm) 4320 Btuh Central vent(68 cfm) 596 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 46217 Btuh Use manufacturer's data n Rate/swing multiplier 0.88 Infiltration Equipment sensible load 15472 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial) /2 Pressure/AVF 50 Pa 1422 cfm Structure 1968 Btuh Ducts 134 Btuh Central vent(68 cfm) 1398 Btuh Heating Cooling Outside air Area 3788 3788 Equipment latent load 3500 Btuh Volumee((ft') 28430 28430 Air changes/hour 0.32 0.14 Equipment Total Load (Sen+Lat) 18972 Btuh Equiv.AVF(cfm) 150 66 Req. total capacity at 0.70 SHR 1.8 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16.0 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 12.8 EER, 16 SEER Heating input 52174 Btuh Sensible cooling 16800 Btuh Heating output 48000 Btuh Latent cooling 7200 Btuh Temperature rise 50 °F Total cooling 24000 Btuh Actual air flow 875 cfm Actual air flow 800 cfm Air flow factor 0.021 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.83 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wrightsaft- 2022-April-07 16:43:43 C .W,.•, - r Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 ...Model Al MAN JSD1Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W Load Short Form Job: wrlghtsoft, Date: April 07,2022 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project • • For: Unit 91 -26 Harvest Pointe Lane, Cutchogue, NY 11935 Design Information Htg Clg Infiltration Outside db(°F) 10 83 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial) /2 Design TD (°F) 58 8 Pressure/AVF 50 Pa/ 1422 cfm Daily range - M Inside humidity (%) 50 50 Moisture difference(gr/Ib) 44 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16.0 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 12.8 EER, 16 SEER Heating input 52174 Btuh Sensible cooling 16800 Btuh Heating output 48000 Btuh Latent cooling 7200 Btuh Temperature rise 50 'F Total cooling 24000 Btuh Actual air flow 875 cfm Actual air flow 800 cfm Air flow factor 0.021 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.83 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Basement 1743 10447 431 218 20 Breakfast Area 125 3970 1781 83 84 Bed 2 194 3448 1618 72 76 Bath 1 54 474 87 10 4 Kitchen 178 1661 1755 35 83 Living Room 368 5756 2909 120 137 Foyer 135 4074 2655 85 125 Laundry 44 781 609 16 29 WIC 2 42 485 38 10 2 Stair 71 0 0 0 0 WIC 1 32 625 66 13 3 Master Bed 302 4067 1863 85 88 Master Bath 137 1356 894 28 42 Hall 62 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. .� wrightsoft® 2022-April-0716:43:43 Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 XCh...Model Al MAN JSD\Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W Bath 2 45 1098 311 23 15 Bed 3 129 2619 1428 55 67 Loft 127 1035 539 22 25 Entire House 3788 41896 16986 875 800 Other equip loads 4320 596 Equip. @ 0.88 RSM 15472 Latent cooling 3500 TOTALS 3788 46217 18972 875 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -�-wrightsoft- 2022-April-07 16:43:43 i� ,vn.aloMw�i+n..,ampw Right-Suite®Universal 2018 18.0.32 RSU20066 Page 2 / i�...Model Al MAN JSD\Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W 9 - Manual S Compliance Report Job: wri htsoft p Date: April 07,2022 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project • • For: Unit 91 -26 Harvest Pointe Lane, Cutchogue, NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 83.0°F Sensible gain: 17582 Btuh Entering coil DB: 76.0°F Outdoor design WB: 71.0°F Latent gain: 3500 Btuh Entering coil WB: 63.5°F Indoor design DB: 75.0°F Total gain: 21082 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Generic Model: SEER 16.0 Actual airflow: 800 cfm Sensible capacity: 16800 Btuh 96% of load Latent capacity: 7200 Btuh 206% of load Total capacity: 24000 Btuh 114% of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 10.0°F Heat loss: 46217 Btuh Entering coil DB: 63.1°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Generic Model: AFUE 92 Actual airflow: 875 cfm Output capacity: 48000 Btuh 104% of load Temp..rise: 50 °F Meets all requirements of ACCA Manual S. "wrightsoft- 2022-April-07 16:43:43 Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 eq��ryp� AUK...Model Al MAN JSD1Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W 1+ Residential Plans Examiner Review • Form ACCK. • - • (Loads, 15 Mar 09 aRIPER I ircqutmg ca,ris panara Header Information Contractor: Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets): Yes ❑ No ❑ Mechanical license: or MJ1AE Form*(and supporting worksheets): Yes ❑ No ❑ OEM performance data(heating,cooling,blower): Yes ❑ No ❑ Building plan#: Manual D Friction Rate Worksheet: Yes ❑ No R Duct distribution sketch: Yes Ej No Home address(Street or Lot#,Block,Subdivision):Model Holly Al, Cutchogue, NY 11935 HVAC LOADCALCULATION ,0 Desiqn 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: 46217 Btuh Number of bedrooms: 3 Conditioned floor area: 3788 ft' Summer Design Conditions Number of occupants: 3 Outdoor temperature: 83 °F Indoor temperature: 75 °F Windows Roof Grains difference: 30 gr/Ib @50% RH Eave overhang depth: 1,0 ft Sensible heat gain: 19979 Btuh Internal shade: blinds Latent heat gain: 3977 Btuh Blinds,drapes,etc. Eave Depth Window Total heat gain: 23957 Btuh Number of skylights: 0 HVAC • • 40 Heatinq Equipment Data Cooling Equipment Data Blower Data Equipment type: Gas furnace Equipment type: SplitAC Heating cfm: 875 Furnace,Heat pump,Boiler,etc. Air Conditioner,Heat pump,etc. Cooling cfm: 800 Model: Generic Model: Generic Static pressure: 0.60 in H2O AFUE92 SEER 16.0+ Fan's rated extemalstaticpressurefor Heating output capacity: 48000 Btuh Total cooling capacity: 0 Btuh design airflow 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 SYSTEM DESIGN (IRC M1601.1) Design airflow: 875 cfm Longest supply duct: 478 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct: 201 ft Trunk duct: Sheet metal Total device pressure losses: -0,6 in H2O Total effective length(TEL): 679 It Available static pressure(ASP): 01.01 in H2O Friction rate: 0.001 in/100ft Branch duct: Round flex metal,Sheet metal Friction Rate=ASP-.(TELx 100) declare the load calculation,equipment,equipment s- - • • duct design were rigorously performed based on the building plan listed above. I understand the claims made on -forms will be subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved for County,Town Municipality orAuthority having jurisdiction use. *Home qualifies for MJ1AE Form based on Abridged Edition Checklist VYri9ht3oft' Right-Suite®Universal 2018 18.0.32 RSU20066 ima..u+».�awwv 9 SCOTT A. RUSSELL �� '_� . MICHAEL M. COLLINS, P.E. SUPERVISOR 41 TOWN ENGINEER TOWN HALL - 53095 MAIN ROAD ; �'._ TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765—1560 Fax. (631)-765—9015 �1lICEir1El Ow]I_I som, ."f "PI OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Brian Cummings January 6, 2022 Planner Southold Town Planning Department 54375 Main Road Southold, New York 11971 Re: Harvest Pointe— Units 91-94 Chapter 236 Inspection Dear Mr. Cummings: I have inspected Harvest Pointe and determined that the developer has achieved final stabilization for the driveways and the front/side lawn areas of units 91-94. The rear lawn areas of these units have not achieved final stabilization but have been hydroseeded and should be fully stabilized when the grass grows in. Due to the location of the units, any stormwater runoff from areas that have not yet achieved final stabilization will not migrate off site. Therefore, the Engineering Department has no objection to Certificates of Occupancy being issued for these four (4) units at this time. If you have any questions concerning this review please do not hesitate to contact my office at (631) 765-1560. Sincerely, // .a, -4 �k Michael M. Collins, P.E. Town Engineer cc; Michael Verity, Chief Building Inspector Energy Testing Services 2022 Combustion Safety Testing Form Certified Home Address: 26 Harvest Pointe 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: 2022-05-12 Outdoors Temp During Test: 68 °F CAZ Depressurization (NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No —rU— Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: Heating System Primary: Yes 0 No a Tyne: Furnace a Boiler II Heat Pump Q Other❑ tz Venting Type 3 DraftSpillage Sin Ilaee CO CO E tcien Fuel Tvpe Circle T e) Pascal orst Case (Natural) (Worst Case atui al Rating:95.0 N❑✓ P[I ODED NQCME S_2 N/A Pa. Pass 0 Fail❑_ Pass❑✓_Fail[:] N/A PPM N/A PPM Water Heater Primary: Yes ZTyne: Standard Tank ✓QIndirect Tankless ❑ Size: 75.0 Style Common VentEl No n Instantaneous® me Comrcial (See Note 5below) (Gallons) a Stand Alone ✓❑ E-friciencys Fuel Type z Venting Type 3 Drat S ilia a Spillage(Natural) CO CO (Circle Type) (Pascal) (Worse Case) (Worse Case) (Natural) EF: 0.69 N_❑✓ P❑OC1E❑ N❑M QS Z✓ N/A Pa. Pass❑✓ Fail❑ Pass❑✓_FailQ N/A PPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes No❑ Oven CO z PPM Ambient CO(During Oven CO Testing) o PPM 1 Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft testis required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) S Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE. If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Fauci Rater Number: 8619824 Rater Signature: o.--_ - Date: 2022-05-13 Home Energy Rating Certificate Property HERS Al Holly-Unit 91 Rating Type: Confirmed Certified Energy Rater: Michael Fauci Harvest Pointe Rating Date: 2022-05-12 Rating Number: MC193 26 Harvest Pointe Ln Registry ID: 031032380 Cutchogue, NY 11935 Estimated Annual Energy Cost Percent HERS Index: 54 Efficient Home Comparison: 46% Better Heating 66.8 Use MMBtu Cost Cost$154 Percent General information Cooling 1.7 $99 6% Conditioned Area 3757 sq. ft. House Type Single-family detached Hot Water 12.3 $13 1% Conditioned Volume 42016 cubic ft. Foundation Conditioned basement Lights/Appliances 24.4 $1167 75% Bedrooms 3 Photovoltaics -0.0 $-0 -0% Service Charges $120 8% Mechanical Systems Features Total 105.1 $1554 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 137.00 CFM25 2015 IECC UA Compliance Ventilation System Exhaust Only: 148 cfm, 30.0 watts. 2015 IECC HERS ERI Programmable Thermostat Heat=Yes; Cool=Yes 2015 IECC ERI ECCC New York State 2020 Building Shell Features Ceiling Flat R-37.7 Slab R 0.0 Edge, R nder Sealed Attic NA Exposed Floor- NA Vaulted Ceiling NA Window Type U-Val .290, SHGC: 0.280 Above Grade Walls R-21.0 Infiltration Rate 166F 50 (2.W Foundation Walls R-13.0 Method Blower door Michael Fauci 1,663CFM x 60=99,780 /42,016ft"3 =2.37 ACH@50 Pa. Energy Testing Services Lights and Appliance Features 1648 Locust Ave, unit E 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 Ext. 105 Refrigerator(kWh/yr) 623 Clothes Dryer CEF 3.93 �� )' Dishwasher(kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 v Certified Energy Rater: Pa REM/Rate-Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. CRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 W1NW.t3RCHARCHIITECTJRE.COM ISLANDIA. NY n749 631884-3395 November 14, 2018 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold NY 11971 Attn. Ms.Amanda Nunemaker Plans Examiner Re: Harvest Pointe at Cutchogue Dear Ms, Nunemaker, The following two insulation products noted below have been selected for their flame/smoke spread properties to meet the requirements bfthe New Y rk State Residential Code for both spray foam and draped blanket insulation exposed in basement col dition. Spray Foam Insulation a ,Rim Joist: Sill Plates Headers and Rim Joist (Residential-Code Section R316.5.11 Maximum thickness 3 X" (provided±3") Flame spread index 25 on less and smoke-development index of 450 or less is provided: Provided/Installed Bayseal Closed Ce I Spray Foam Insulation report less than 4" (see products sheet) provides flame spread index of 25 or less and smoke- evelopment index less than 450 in accordance with ASTME84. Draped Foundation Wall Insulation Blanket (Residential Code Section R302.10.1 Insulation materials,including facings hall have a flame spread index not to exceed 25 with an accompanying smoke. Development index not to exceed 450. Provided/Installed: "Ecotouch Flame read 25 p Fiberglass Insulation: (see product cut sheet) Provides a flame spread Index of less t an 25 and smoke-development Index less than 50 in accordance with ASTM espectfu�ly submi ed, ,��RED qRc Glen Cherve' y IA, LEED P CA Principal �>.� 02381 0 OF N��y-1 WECHANICAL CORPORATION HEATING AND AIR CONDITIONING March 11, 2019 Michael J. Verity Town of Southhold Building Department Town Hall Annex Building 54375 Route 25 Southhold, NY 11971 Tel: (631) 765-1802 Fax: (631) 765-9502 Subject: Harvest Point Residential Units Dear Mr. Verity Please be advised that the basements of all the residential units at the above referenced project have been included in our Manual J load calculations. Best regards, i Louis DeSantig President i 20 Feldland Street, Bohemia, NY 11716 ° (631) 563-1298 ° Fax: (631) 563-2954 GRCH ARCHITECTURE PC . 3750 EXPRESS DRIVE SOUTH SUITE 202 1 ISLANDIA, NY 11749 WWW.GRCHARCHITECTURE.COM (631)864-3395 April 23, 2021 Town of Southold Building Department 53095 Main Rd P.O. Box 1179 Southold, NY 11971 Attn. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Cutchogue, New York Unit No. 91 / Permit No. 45389 Dear Inspector Verity: Please be advised that the basements of the above referenced units constructed on site meet the requirements for conditioned space as defined in the 2015 IRC and Energy Code as well as the 2017 Code Suppl ent. spec ully submitted, (ERED ARC �5ERT Ch,F y/jam erveny, AIA, LEED AP Pri ipaI �k- �T 023811 SOF IN GRCH ARCHITECTURE PC . 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLAWDIA, NY 11749 W1NW.GRCHARCHITECTURE.COM (631)864-3395 April 26, 2021 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#91— Permit#45389 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. espectfully s bmitted, ED ARC \5 05ERT Cyd C'A G eny,AIA, LEED AP Princi I 02381 y� OF NES i GRCH R �► GHITEGTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 I -= Ist.ANDiA, NY 11749 WWWCiRGHARCHITEGTURE.COM 53i$64-$395 i June 02,2021 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold NY 11971 JUN - 9 2021 `• i Attn. Michael Verity Chief Building inspector and John J.Jarski i Senior Building Inspector {� Re: Harvest Pointe,Cutchogue NY 11935 1 Unit 91-26 Harvest Pointe Lane 3 Permit No.45389 ; First Foundation 1. I s A visual site inspection was performed on June 15;2021 to unit 91 foundation,wall and footing to confirm conformance to approved filed architectural documents.The foundation installation is approved as installed., erpes e it~1 y ubmitted, eD X15 ogERy y�� T C/ Glen e ny, AIA,LEED AP Princp i Nj ��. 0238AID �� f { GRCH ARCHITECTURE PC j . 3750 EXPRESS DRIVE SOUTH SUITE 202 i ISLANDIA, NY 11749 ! I WW ARCHARCHITECTURE.COM (631)864-3395 1 ,June 08, 2021 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold NY 11971 Attn. Michael Verity Chief Building Inspector and John J.Jarski Senior Building Inspector Re: Harvest Pointe, Cutchogue NY 11935 Unit 91-26 Harvest Pointe Lane,Cutchogue ` Permit No.45389 Damp Proofing 4 I have performed a visual inspection offoundation damp proofing to the above mentioned property for conformance with approved architectural documents. Please accept this letter certifying that the damp proofing as installed is acceptable. R spectfWly s bmitted, ED ARC 0 SRT Ch, C1 t�2 \ Glen eiveny, AIA, LEED AP Prin 'pal 023810 �C► OF NES OFFICE LOCATION: - MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) �• �¢." Southold,NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD January 18, 2022 Mr. Henry Alia Rimor Development LLC ; P.O. Box 908 Cutchogue, NY 11935 Re: Site Plan Inspection, Certificates of Occupancy Units 91 — 94 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# 91 —94 of the above- referenced Residential Site Plan have been completed based on the site inspection made on January 6, 2022. 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 four(4) 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 Michael Collins, Town Engineer N Second Floor Bed 3 81 cfm 129 cfm 30 cfm Loft 6x16 p Riser Ret Riser 28 cfm 10 6x 16 2 Stair Up Job#: Energy Testing Services LLC Scale: 1 : 106 Performed by Energy Testing Services L... Page 1 1648-A Locust Ave Right-Suite®Universal 2018 Unit 91 -26 Harvest Pointe Lane, Bohemia,NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935 2022-April-07 16:43:59 ...SD\Rimor Model Al MAN JSD JA.rup N Main Floor Broan Exhaust Fan Model L150 68CFM Energy Star Y c m Continuous Use Timer Breakfast Area 01 dm K51 cfm �82 dm' K82 fm Master Bath Master Bed Ek 99 dm �. dm Kitchen Living Room Hall 513®er WIC 1 RUM 16 c undryK34 m WIC 2 12 RAth T 7 dm Stair Foyer Bed 2 Garage L91 dm 8' ,lob#: Energy Testing Services LLC Scale: 1 : 106 Ener Performed by Energy Testing Services L... Page 2 1648-A Locust Ave Right-Suite®Universal 2018 . Unit 91 -26 Harvest Pointe Lane, Bohemia,NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935 2022-April-07 16:43:59 SD\Rimor Model Al MAN JSD JA.rup N Basement Make up air 68 rGnn Skuttle Model 2161 262 drn 6" 14" 6" V. 8" x 16 10' — — - - -T28— - - 10" 36x1 6' 5" 70, 4" 4„ Basen ant 26 g up Riser Ret Riser 10.1 4x16 10" 9" 87 afm 87 eft 187 drn Job#: Energy Testing Services LLC Scale: 1 : 106 Performed by Energy Testing Services L... Page 3 1648-A Locust Ave Right-Sulte®Universal 2018 Unit 91-26 Harvest Pointe Lane, Bohemia,NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935 2022-April-0716:43:59 ...SD\Rimor Model Al MAN JSD JA.rup ! Mj 314W 0 Cons L4 ' • ® aeAaae�lo FOUNDAT19N(IST) . FOUNDATION(Z ! un F3 Its M., ROUGH !� • I�LUMBING STATE • ! • D D S � 1 1. - mixMISIN MAN WAR Mwsfi��-Mffi lip ME q 4 - v TOWN OF SOUTHOLD B,UILDIN,O-PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT •Do.you.have or need the following,before-pply.ing? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 76,5-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov . .PERMIT':NO. Check Septic Form N.Y.S.D.E.C. - Trustees C.O.Application Flood Permit Examined . D ,2042-6 Single&Separate' Truss Identification Form Storm-Water,.Assessment Form Contact: Kl*lk Approved Y�r�Ga�/dI�NT 20� A� .%d. �} B - - Mail to: ,� 9 O • Disapproved a/c � 9 �1C13 F 4ui' i Phone: 6�� 7 - 4 J Expiration ,20FLP - L-5 i� ctor t,•__/ APPLICATION FOR BUILDING PERMIT OCT 9 2020 Date .202o INSTRUCTIONS a.%s appl'icEon 1VIUST be completely filled in by typewriter or in ink and submitted.to the Building•Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered•by this application may not be commenced before issuance of Building Permit.. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied,or used invwhole or in part for any,purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall.expire if the work authorized has not commenced-within 12 months after the date of issuance,or has not-been completed withim. i1$ months from such date. If no zoning amdm enents or other regulations affecting the property have been enacted.in the interim,the Building Inspector may authoi1z' `jn writing;the extension of the permit for an addition six months. Thereafter,anew permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building-Permit pursuant.to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other.applicable Laws; Ordinances,or. Regulations,for the construction of buildings;:additions,or alterations or for removal or demolition as herein described..The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or nanie,if a corporation) Pzw H,C/ It (Mailing address of ap licant)' State whether applicant is owner, lessee,'agent, architect, engineer, general contractor, electrician, plumber or builder 0 b he v- Name of owner of premises R1mo✓ -2V�,Qo (As on the tax roll or latest deed) If applicant is'a corpoqbpri, signatur o duly ath •'zed 7 r kv offc r (Name and title of corp ate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. �Location of land on which proposed work will be done: " !� it C1 I - House Number ',Street 1'i ;1 'i ` 'li Hamlet County Tax Map No.-100003, ! ' Block Lot D i _ Subdivision 44W �0 Filed Map No. "I" 6 Lot (60 14P®> q = 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 J. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost � o 00 Fee (To be paid on filing this application) 6. If dwelling, number of dwelling units Number of dwelling units on each floor If.garage,.number of.cars L°�✓ 6. If business, cOffimercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions-of ekisting structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front`��`. 22 � Rear 5y° 2,. Depth � �i 1° Height Number of Stories ')-- \,%J/ VY—L,S c-- 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former.Owner 11. Zone or use district in which-premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO-1 13. Will lot be re-graded? YESNO Will excess fill be removed from premises? YES NO� 14. Names of Owner of premises LLQ Address N- Phone No. Name of Architect Rc 4 Address ZS 4. 0— 1� Phone No Name of Contractor Scr4«.¢� 4A a&0�� Address Phone.No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? "YES NO * IF YES,`SOUTHO.LD TOWN TRUSTEES &D.E.C.PERMITS MAYBE RE RED. b. Is this property within 300 feet of a tidal wetland? x YES NO IF YES, D.E.C. PERMITS MAY BE REQUIRED: 16. Provide survey,.to scale; with accurate foundation plan and distances to property lines. 17.'If elevation at any point on property is at 10 feet or below, must provide topographical to on survey. `18. Are there any,covenants and restrictions with respect to th''s property? * YES NO =F IF YES, PROVIDE A COPY. by° e ��2- (,� r�q,hn,d � . STATE OF NEW YORK) SS: COUNTY OFS �4z Yj ✓ a" being duly sworn,deposes and says that(s)he is the applicant (Name of individual signi g contract)above named, (S)He is the (Contractbr,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said v fork and to make and file this application: that all statements contained in this application are true to the best of his knowledge a belief- and that the work will be performed in the manner set forth in the application_filed therewith. Sworn to before;mp thisrl day of, 20,Ll� SHERRY PI NOTARY PUBLIC.STATE . 4 ' Regist ' , j Nota P blic Qualified in Sufi I �ri�n r f ant Commission Expires arch 04. '0 3 ,. BUILDING DEPARTMENT-Electrical Inspector 1. �, +. - _ TOWN OF SOUTHOLD - s - Town Hall Annex 54375 Main Road - POBox 1179; Southold, New York,11971-0959 ..,�2 Telephone (631) 765-1802,-'FAX,(631),765-9502 �= -�rooerr a@southoldtownny.g6v a sea nd(&-southoldtownny.eov °APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: /. Company Name: Name: '• .License No.. ern ii: Address: - Phone No.: L017 JOB SITE-INFORMATION! (All information Requiredl., Name: I :Address: (ahkt L Cross Street: n-e L .Phone No.: 3j B.Idg.Permit#: 153 89 Tax Map District: 1000 ,. Section: a t I15. IOa Block: o Lo :BRIEF DESCRIPTION OF WORK {Please Pdnt.Elearly) Circle Au That Apply: Is job ready for inspection?: YES NO Rough In Final - ,,Do You need a Temp Certificate?: ES O -Issued On Temp lnforrrtation: (Ali information required) Service Siz 1 Ph 3 Ph Size: _j 5b A #Meters Old Meter# ew Ser. - Fire Reconnect- Flood Reconnect-Service Reconnecte nder round Overhead #Underground Laterals 1 2 H Frame_ Pole Work done.on,Service? Y . N Additional Information: PAYMENT DUE WITH APPLICATION �0 Request for Inspection FormAs �7 PERMIT# Address: Switches Outlets 1 x G F I's !p Surface Sconces 7 H H's . . UC Lts. Fans r Fridge � :" . AW Exhaust Oven .7''Q� W/p , Smokes *hDW -Carboni . :. .. acro � .� ":Generator: CookL r _.-. . .. _..__... _._ f 7 ... ._. 7:Transf e Comb AC. AH Hood Service . ° �� .. Amps• Have Use Special:. :. Comments: II _• .. moi/ C* y� BUILDING DEPARTMENT-Electrical Inspector TOWN OF.SOUTHOLD W • Town Hall An y� nex-5437 Main Road-PO Box 1179-Southold, NY 11971-0959 o �! c �a�� Telephone (631) 765-1802-FAX631 ( ) 765-9502 Temporary Certificate # Date 1-3 2021 Customer Name TYe ill C &?Je-mail ectrician Name rnTr 1 l Address a� arvc oir&e_ l,n .�-� one 5110- aaD-569 e-mail lYla i A w..`3',' nnal�J. fmt.,jn' Fyj GEC 10 Phone . Cp �� (v —a cense# 37ov m Size 15 D A Phase_ I Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Polel H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter#1 Service'Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is va for 90 d ys fr a above. Authorized by "ti SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES FOR OFFICE USE ONLY. OFFICE OF WASTEWATER MANAGEMENT 360 YAPHANK AVENUE,SUITE 2C,YAPHANK,NY 11980 Health Department,;Ref..No:; (631)852-5700 OR HealthWWM@suffolkcountyny.gov APPLICATION TO UPDATE AN EXISTING PERMIT TO CONSTRUCT SEWAGE DISPOSAL AND WATER SUPPLY FACILITIES FOR A SINGLE FAMILY DWELLING REFER TO REVERSE SIDE OF THIS FORM FOR INSTRUCTIONS PLEASE COMPLETE APPLICABLE SECTIONS OF THIS FORM. ALL SIGNATURES MUST BE ORIGINAL. SECTION 1 : FOR ALL RENEWALS AND TRANSFERS EXISTING REFERENCE NUMBER: R10-17- D I H S7 Tax Map No.: 11000 District .Section Block Lot 101 o 1 2 5 Name of Current Applicant. Rirnor:;Development LLC Tel#�„(631 7,35_9200 Mailin Address:PO Box 908, CutChogue; NY11:935 , ; g < Email'Address teanialia65@gmail.COt71 Name of Current Agent:Henry Alia Tel#: (631) 67$2667 Mailing Address:PO Box 908, Cutchogue, NY 11935 Email Address:teamalia65@gmail.eom , DATE OF ORIGINAL APPROVAL: 09/08/2017 *H more than 6 years old and SCDHS i i�nspectioW&aVe not been rformed,a new applicati(Sp Mil be reqed' SECTION1 ' FOR TRANSFERS WITH PREVIOUS APPLICANT/AGENT N " F� Name of Previous Applicant/Agent: - I hereby transfer all rights and interest in the above referenced permit to the new applibari named above; f Signature of Previous Applicant/Agent: Date: SECT V,-] FOR TRANSFERS WITHOUT PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant's Tel#: Architect/En ineer/Surve or: I hereby authorize the above named current applicant to use the previous applicant's survey/site plan for this project prepared by me;for the purpose of transferring the above named reference number and its site design. Architect/Engineer/Surveyor's signature: Date: SECTION'4 FOR ALL RENEWALS AND TRANSFERS Application is hereby made to[ ]TRANSFER, RENEW(check applicable) a permit to construct in accordance with this application,surveys and plans submitted. I hereby ify that I have examined this complete application and the statements therein are true and convect,and that all work shall bed e n rdance with all applicable Town,County,State and Federal Laws. "Any false statement made herein is punishable as a 's a eanor ptOuant to S210.45 of New York State Penal Law." Signature of Current Applicant/Age Date z0 Print Name of Current Applicant/Ag t Title I Agent/Project Manager DEPA T ENT USE;ONLY Permit is Transferred/ enew Unttl o 23 Number of Bedrooms Approved A11,41 Signature of Department.Representative ; % -� � Date . . .; WWM-104(Rev.02/12) i • i r • go 0 92 v 7 F Yll �4i •A` 7�.�.'�'ks�VG'Y qry� �� 6'��s�`�''} ,,,f�QQ4;s•.' R 2 fMA is� `� 4 �Ll� �i��1..`i ,..•U�'_`s.'_�...."c.c_'-'�}x,.s,n'R�,�.'y'�;r' .,.,�.�'*... �• a •�?i ''Ihy..,� ..,_5. ',r`'�.' �L xr' i'�++ .ta Y'F �' e� u 9r�" 'Blvd 1., dl� i v 1. f I U) _ r U> �'O to \�{�'l� ,.- C•J�,f�`I 11.1 WaW ane( a inspected ��eta [!SUftb1k' County Dept. of Healtli Sel�r . Call 85245754., 48 Hours In Advance To Schedule Ia a cdon(s). APPROVED !N ACCORDANCE WITH BOARD OF O co REVIEW DETE11MINATION DATED S'-8- 17- M z w 0 z SUMECT TO C9VEjyAIj-TS& R'ESIjUaws Lim 2 2, Z W M O PAGE l39 Q Y r ... ... J ® �' 00 0 N03o_ w _j LJJ co P .�FENGIiNqE_E=FRj'c,� CFEd'TfFlCAYlCb i;FCsFDLIJe61,11T PE. CSR R.A. CERTTFICATiorj � � 0CO 31a 1PdS f'AI.LATiuN Aivc;COPds;rcIIC1'l®4i � -�. . . ' o OF SDR F01AL APPRf:1(AL, O 1- Suffolk County Department lth Services Approval for Construction-Other Than Single r, Reference No. "-9—,*,A =9213—Design Flow 0®® PROJECT NO.: 00026 Uses) _� C �dnafc_ C�t� ��_�__.__ DRAM BY: KCK These plans have been reviewed for general conformance with Suffollg County Department of t�ealtb Services standards, relating to water CHECKED BY: TFL supply and sewage disposal. Regardless of any omissions, DATE: inconsistencies or lack of detail, construction is required to be in accordance with the attached permit conditions and applicable SCALE: As NOTED standards,unless specifically waived by the Department.This approval FILE NO.: expires 3 years from the approval date,unless extended or renewed. CADD: 00026_SP 8� V �.-'- Appruval Date ReUiewer SHEET NO.: Rovksid Pial 1$ppmved _ !U Z 4.r — 2,120 1 OF 5 ftp"",_ S.C.D.H.S. APPROVAL PIPE SHALL BE 15" CPP WITH- A 5LUNt Uh U% 0 STANDARDS: SPECIFICATIONS SHALL INCORPORATE THE PROVISIONS > FOLLOW UNLESS OTHERWISE NOTED: OF THE AWWA STANDARDS AND/OR MANUFACTURER'S RECOMMENDED i INSTALLATION PROCEDURES. dECTIONS TO BE 4" DR-18 WITH MINIMUM SLOPE o BEDDING: A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED 3E MINIMUM 6" DR-18 PVC OR CAST IRON WITH A IN THE TRENCH FOR ALL BURIED PIPE. BACKFILL MATERIAL SHALL BE >. TAMPED IN LAYERS AROUND THE PIPE AND TO A SUFFICIENT HEIGHT BE C900 BLUE BRUTE DR-1 S PRESSURE PIPING ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. STONES FOUND IN THE TRENCH SHALL BE REMOVED FOR A DEPTH WATER MAIN TO BE 10" WITH 6" HYDRANT OF AT LEAST SIX INCHES BELOW THE BOTTOM OF THE PIPE. SERVICE CONNECTIONS TO BE 1". ® COVER: ALL WATER MAINS SHALL BE COVERED TO A MINIMUM DEPTH OF 54 INCHES WITH EARTH OR OTHER INSULATION TO PREVENT ,INIMUM OF 10 FEET OF SEPARATION BETWEEN FREEZING. ' WER/DRAINAGE LINES, o BLOCKING: ALL TEES, BENDS, PLUGS AND HYDRANTS SHALL BE IINIMUM SEPARATION OF 20 FEET FROM SANITARY PROVIDED WITH REACTION BLOCKING, TIE RODS OR JOINTS DESIGNED ALL DRA'S AND DRYWELLS. TO PREVENT MOVEMENT. 41NIMUM SEPARATION OF 10 FEET BETWEEN 3, TESTING WATER/DRAINAGE LINES. PLANS AND SPECIFICATIONS SHALL REQUIRE THE FOLLOWING: -ERVICES TO BE INSTALLED BY PSE&G AND MAY VARY DUE TO FIELD CONDITIONS. ELECTRIC PRESSURE AND LEAKAGE TESTING: ALL TYPES OF ,INSTALLED PIPE HYDRO—ACTION UNITS SHALL MAINTAIN 5 FEET SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE TION FROM ALL SANITARY APPURTENANCES. WITH -THE LATEST EDITION OF AWWA STANDARD C600. o DISINFECTION: WATER MAINS ARE TO BE DISINFECTED IN 2/DRAINAGE LINE CROSSINGS SHALL MAINTAIN A ACCORDANCE WITH AWWA STANDARD C-651-86, OR THE LATEST EPARATION OF 18" MINIMUM BETWEEN PIPING. (SEE REVISION, CONTRACTOR SHALL ENSURE ALL CROSSING BACTERIOLOGICAL TESTING: BACTERIOLOGICAL ANALYSES OF WATER SAMPLES COLLECTED AFTER DISINFECTION ARE REQUIRED AT T DURING CONSTRUCTION. LOCATIONS SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF S TO MAINTAIN ALL REQUIRED VERTICAL . HEALTH SERVICES. GENERALLY, A BACTERIOLOGICAL SAMPLE IS REQUIRED FOR EVERY 1000 LINEAR FEET OF WATER MAIN OR PORTION THEREOF. INSTALLED UNDERGROUND. Habitable Garage Area Total (SF) H a rvst Pointe at Unit Numbers Area (SF) (SF) 77-124 1,999 486 2,485 C u tC h O u 1,3,8,10,12,14, 21,23,26,27,29, Cutch®gue, New York 1,33,36,39,41,45 1,599 363 1,962 Town ®f Southold 5,47,49,50,52,541 , 58, 59,68, 72, 76 No Revision Date Appvd. 13 TONIN/SCDHS REVISIONS 7/28/17 AVL 2,5,6,9,11,13, 19,20,22,24, 12 TOWN REVISIONS 6/14117 AVL >,28,30,32,35,38, 1,599 363 1,962 11 SCDH REVISIONS 4122/17 AVL ),42,44,48,51,53, 10 REVISED PHASING PLAN PER TOWN, 4/6/17 AVL 7,60,62;64;66,70, 73,74,75 9TOWN REVISIOf�S'� —3/27/17- -AVL- _ - 8 SCDH REVISIONS 3/9/17 AVL 4,7,34,37,43,55, ; 1599 .1979 Dosigndil:kr %y_ "> :� rz;;s.,;, ;`:.; 380 s - - __ _.�.: y'•" - Y` - 163 6 67 69 71 ! ? : 1>: s..at rr;:•: ('?:�': ^ ` �•'^e%"y�...`v, _ =�'::.�•.��. T �o� •.,x...;::.,r ! ! ! / t;"pit "n`-S'.;, ''i�-a,�y � F�eo"'rlv�xF`-"wig,mac'• " "i--F,,�+�' s �se�.ii'sArc-. ice+'��<;�.CSo'n- }....<3;�:..�.� i.= - -"��:`Ji' •�::�,�•::al:;:?�+' _ 15,16,17118 1,999 408 2,407 Issued for -- Date July 10, 2015 N/A 6,188 N/A 6,188 SUM 1000102-01033®3 7777. SCDHS Approval wr.a+u,�ca...o,�w+arr.r,c.e+eP'+Y••� .b•a..yw.sawa+r.�,'vre r_uuw«YO H•rwW u4�1=r0l,} ',��L1E `rY der- TIVIVdT OF�-BEd�.4..TH rSl`:RV"CES PEUbt�r`�'r-On APPROVAL OF COMMUe,70M VCR A SINGLE FAMLY RESIDEINGE 0NLV -- Gqul 7 5y �z D,r Tr-_ - APPROVEDrr, �� <� r� Drawing Number i FOR 1NWIMUM OF �0F fVE'I�i� L: RIR THRF F_YEARS FRONI DATE OF APPROVALV. �040 .�......, .... ... m- ,u Sheet of' I•� � ,' 9 2 Project Number 29305.00 SC®HS Reference # C1®-06®0®13 NOTES: i THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, PROFESSIONAL ENGINEERING AND LAND SURVEYING.SECTION 7209,FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED z PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE Q ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND J ' THE NOTATION*ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION Of THE ALTERATION. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. W NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS \ OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. Z Z 1 PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE J CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, O 6n OTHER SOIL OTHAN NDITIOV S BLE PERMANENT STRUCTURES NS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS 0_ COPYRIGHT(g)NELSON 8 POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, O 20.5' O RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED Do .- N 26.5' �� 'n /., IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN / J I (� PERMISSION OF THE SURVEYOR. M THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL Cn 3.3' MUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FORANY OTHER •- 12.6, O II PURPOSE. Q) \ �m (n0 21 1.3' 13 .6' LL//- ~ UO QW Z LL `o O O_ C.)1.5'rn 4.8' p 0- U T O F 8.3' 6.6' w of 43.8' N S 53005'40"W 60.67' I I Lo � L 0 't co U) 10) S 81034'23" ER p 67.78' R` 0-moo. *:x . oQ o. w - z: - 6 1 to �i p Sv.._��. 167.99' (ACTUAL) " 06-30-2021 FOUNDATION L AYION (� FOUNDATION AS-CONSTRUCTED FOR UNIT 91 R=275.00' UNIT DESIGNATION MAP OF L=77.85Ul w I HARVEST POINTE CONDOMINIUM 2 ��) ; I o TOWN OF I FILE NO.: 490 FSTEDESeptember 28, 2020 D AT S 40052'38" E � CUTCHOGUE 27.03' a, N M I �' SOUTHOLD TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S52°55'20"W - S.C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 02.00,LOT 035.000 19.24' N S 52°55'20"W - 34.77' ` NELSON + POPE 9w 7 engineers-architects-surveyors w (, ILL w SCHOOL HOUSE 70 Maxess Road,Melville,NY 11747. 631.427.5665.nelsonpope.com U) LANE DRAWN BY: NP CADD No.:INDIVIDUALS00028 1 SCALE: CHECKED BY: MS FILE NO.: SHEET NO.: 'I OF 1 DATE: 07-09-21 PROJECT NO.: 00026 1'=30- �I I 1 ❑ ELECTRIC w PANEL HARVEST POINTE HOME OWNERS NOTES: N- DI THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE O ° _ ASSOCIATION DESIGNATION LINE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, M°D N 53°05'40"E 106.52' --1 PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. C/3 I w IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, C.BOX PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY W ® 43.8' N PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED m J EMH :- 1.6' N I PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF Z p AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE U Q ^ 1.S'E.BOX 2.1' LU 8.4' 6.7 M t0 ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND CQ IU M THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH - M 4.8' Q LU^o 1--w I U ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. J m O I LY 0)LL Zcr oM, . r U COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED U W i a> n �.}In 11 11 � .A-• O O I SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. > ¢ .- Z R -_l_j UU I d Z)O Tn- Z NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS W O_ 6.9' — 1••-�u_U 1.3' -w I OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. d 12.7' U) - 13.7' o V\ .- W 1 N aj I OU PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE BIT.DRIVE W/ C7 I O CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, Z I--' o- � 8"PAVER � U _ W O� 3.3' SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS \ BORDER 1 0' Q I EGRESS OTHER THAN VISIBLE PERMANENT STRUCTURES. O L IN.WELL, I w S 53005'40"W 47.73' TMP p COPYRIGHT©NELSON&POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS Q .-- 2 .4' c j 28'5' RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED Z DI W W (q wl OU I❑A/C IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN m O o JW SWI aOZ 1 PERMISSION OF THE SURVEYOR. v LU ❑A/C I F— m 1 0 0.5' o EGRESS ''^^ BIT.DRIVE W/ LU `" 28.5' ED TMP:WELL,I W W o_ I BOR ER VER1'0 C7 r/ DI OR _N _ p l Q I 3.3' CU CV �- 12.6' O I W u? Q C6 �' - °' Ln N LLIL ui g U 1.3' w r CID00 � Q I iv rn LL Z m co 13.6' w ND UD• I O> 1.z F•-} 0 11 II ROI F- . Q Z —a:- I-� '� 1` Ucn `o m v 1 °- 5 O 07 u-�- � n ZO O_..1 � LL eoO .14.8WM W I DI w 1.5' N 8 N 6.6' a I O o �/ C) ' EO CN 43.8' S 53°05'40"W 60.67' CONTROL I In 0 It It &CO )) I I MODULE O I U) DI I OF NEN Y OpyID pFT R=275.00' L=214.39' R o S 81034123- E ,J �3 144/67.78 I w ��S.N 0 I-- lo SOL R=415.00' U L=116.80' ¢ o � I- 07-17-2021 FO-UN-DATION LOCATION FINAL SURVEY S 65026'53" E 6 1 co 10-27-2021 SANITARY AS-BUILT FOR UNITS 91 - 92 240.02' 167.99' (ACTUAL) N 12-01-2021 ADDED DRAINAGE, UNIT DESIGNATION MAP OF CONTROL MODULE R=275.00' S52055'20"W &ELECT.PANEL HARVEST POINTE CONDOMINIUM 2 L=77.85' 12-17-2021 FINAL SURVEY FILE NO.:490 FILED September 28, 2020 T �•LI SITUATED AT o CUTCHOGUE �+ O N '�Co.o TOWN OF I TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S 40°52'38" E al 00 O In S.C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 02.00,LOTS 035.000&036.000 27.03' N M °' SOUTHOLD ` NELSON + POPE S52055'20"W (n 19.24' engineers•architects•surveyors _ I Vr 70 Maxess Road,Melville,NY 11747. 631.427.5665. nelsonpope.com Z w INDIVIDUALSURVEYS DRAWN BY: NP CADD No.: I L� u1 � 00026_I SCALE: 9 fl� SCHOOL HOUSE CHECKED BY: MS FILE NO.: SHEET NO.: 'I OF'I 5 U) LANE 00026 1"=30' DATE: 01-03-2022 PROJECT NO.: ❑ ELECTRIC NOTES: I I I 0] PANEL THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE V i•.oi~ LINE DI HARVEST POINTE HOME OWNERS PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE ASSOCIATION DESIGNATION ;ti+''T � NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, r'`�N W „; z t�. i,.1- PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. N 53"05'40"E 106.52' IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, I I I W PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY M �,, PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED � 43.8' ' F PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF Om 1" WATER � 1 6, N a 1v `' - - AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE I SERVICE W ^ 5 1Lf)o ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND — , ' LU $4' 6 7' THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH W X _? \ ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. X V y _S ' `. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED W LU ^ i N CO LLW n O ^ SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. I Z I w '- Z X ❑ V I COIN MH l NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS LUQ I 0O W 1 3. I WITH CASTING OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. (� •' �' ..I II 12 7' — U) x ;� 13.7' AT GRADE UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED .- W N INV,29.68 AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE. W a .= (� I yn� ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN W Ix v STONE BASE 27.8' I PLAN DATED 7/21/18.LOCATION OF GAS AND UTILITY IS APPROXIMATEANO LOCATED c� O A c I o DRIVE 3.3' 4"SDR- 5 29.57 TYPICALLY IN THE SAME TRENCH.ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS Ld, j II \ W/8"PAVER 1.0' I > ` C ® d BORDER p ¢ L O io Z th THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP. a 1 fn o �- - W C9 �- m I I ,` CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR LU IL O \ 1 28.5' � � CJON ' FURTHER DESIGN. ' a In w Q cau 20.4' ni y �ti m W Nj Z W I DI I �Cd) CONDITIONS IF MAPPING ANY,INCLUDING BUTNOT DEPICT GROUND MITED TOSURFACE, AWETLANDS,WATER COURSES, Ue ®® rn O j O Z> E E E y tna SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS LIJ L., LU 8��}- WG G G I �� OTHER THAN VISIBLE PERMANENT STRUCTURES. L, U Z 11' d G� I o 20.5' o m I �a COPYRIGHTO NELSON 8 POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS 6 . «��9191 S- Iw STONE BASE W N 28.5 t} > a RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, Lu >- 1v a.L (� U I DRIVE 1 0, C7 r J d j o Z N RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED m y_ m 101 I o W/8"PAVER Q Z ch Ci DI IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN to f}O�� `3 I BORDER iv I 00 M PERMISSION OF THE SURVEYOR. Q z U7 @ 10 � {� p Q I 3.3' 25.3'1 y INV. O V) ;- � Iw Z O 4"SDR 35 28,9° ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT j W o W Q (� W U ¢ 12.6' — I W INV. srlowN LL-�t_V 'p — `C: I�r "L; W OI I < Q W 1.3. 13.6' 2$,5$ ALL SANITARY PIPING 4"AND 6-SDR-35,TYPICAL. ® Of O �� iv U_ Z ST-1 O Z < co rte" \ > `nIw ¢ `� Z CI i d - 1ST2 0 (� <� �' c '`� CCS Ca7� LLI m O w ^ 2795 dF I�&'n. + U L� i ILU I o m 1" WATER m 4.8 F- V ai p LL 'DILU SERVICE vi r I 7 71 oDl �� DAVID'o Q Q 17 _ W W W ^ 1.5' c�1 8.3' 6.6' n_ Co �y AFT co C'Ni 7 � C II i 43. ' du. w CONTROLQ MODULE O DI 1 ow O S: " I 2��o No 05023 JI li / 1 t NO s /it SANITARY SYSTEM AS-BUILT TABLE 07-17-2021 FOUNDATION LOCATION SANITARY AS-CONSTRUCTED SURVEY STRUCTURE NAME I TIE A I TIE B 10-27-2021 SANITARY AS-BUILT FOR UNITS 91 - 92 UNITS#91-92 12-01-2021 ADDED DRAINAGE, CONTROL MODULE UNIT DESIGNATION MAP OF ST-1 36.2' 34.3' &ELECT.PANEL HARVEST POINTE CONDOMINIUM 2 ST-2 32.1' 39.0' FILE NO.:490 FILED September 28, 2020 LP 23.0' 52.2' SITUATED AT CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY, NEW YORK S.C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 02.00,LOTS 035.000&036.000 HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S NELSON + POP E UNIT No. _ HD REF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA -�-_-y�_y$_ �R101ZyOY45" _ 1,999 S.F. 486 S.F. 2,485 S.F. engineers•architects•Surveyors 92 R10-17-0146 1,999 S.F. 486 S.F. 2,485 S.F. 70 Maxess Road,Melville,NY 11747. 631.427.5665.nelsonpope.com DRAWN BY. NP CADD No.;INDIVIDUALS000R02r. i SCALEFHEET CHECKED BY: MS FILE NO.: 0 NO.: I OF F)i1fE: _ 12-06-2021 PROJECT NO.: 00026 1"=3 PLUMBER CERT.II=ICATION APPROVED AS NOTED ON LEAD CONTENT BEFORE DATE: o? B.P.# g' CERTIFICATE OR (� �lv � C1 FEE:e2l SOLDER USED IN WATER BY: SURPL Y S:YSTE'M CANNOT NOTIFY BUILDING Gc""PAR TAT 765-1802 8 AM TO 4 PM FOR THE E,CCEED 2/10®F 1%LUP. FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE PLTRUSS PLACARDING RE®MIRED 2. ROUGH - FRAMItv�(�. PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C,O. ELECTRICAL ALL CONSTRUCTION SHALL MEET THE INSPECTION REQUIRED REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. ALL PLUMBING WASTE COMPLY WITH ALL CODES OF A.WATER LINES NEED NEW YORK STATE & TOWN CODES TING'8E1=0RE COVERING AS REQUIRED AND CONDITIONS OF Blower door SOUTHOLD TOWN PLANNING BOARD and ductwork testing required. STEES Must provide Manuals D, J and S as per NYS Energy Code OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE DO3NOT'PROGEED-WITH 1FRAM NG'UNTIL SURVEY OF OCCUPANCY C17,f UNDATION'LOCATION HAS BEEN PPROVED. DRAINAGE INSPECTIONS ARE REGIUIRED All exterior lighting Contact TOS Engineering at 765.1560 before Installed,replaced or Backfill,OR Provide Engineer's Certification repaired shall conform that the drainage has been installed to Code. Fire separation t®Chapter 172 required as per of the Town Code NYS Code PLANS ARE IN CONFCIRMANCE WITH THESE APPLICABLE CODES: TABLE R405.1 � /"I R302.12 Draftsto In In combustible construction where there is usable s ace both above and below the concealed s ace of a Section R316 Foam Plastic F- V) 2020 RESIDENTIAL CODE OF NEW YORK STATE PP 9 P P Properties of Soil Classified According to the Unified Soil Classification System w floor-ceiling assembly, draftstops shall be installed so that the area of the concealed space does not exceed 1,000 square R316.1 General. The provisions of this section shall govern the materials, design, application, construction and installation of foam plastic 2020 EX I STING BUILDING CODE 0 F NEW YORK STATE feet. Draftstopping shall divide the concealed space into approximately equal areas. Where the assembly is enclosed by a materials. UNIFIED SOIL VOLUME 2 E SOIL CLASSIFICATION CHANGE 0 floor membrane above and a ceiling membrane below, draftstopping shall be provided in floor-ceiling assemblies under the R316.2 Labeling and identification. Packages and containers of foam plastic insulation and foam plastic insulation components delivered to GRouP SYSTEM SOIL DESCRIPTION DRAINAGE FROST HEAVE POTENTIAL = n 2020 FIRE CODE OF NEW YORK STATE following circumstances: the job site shall bear the label of an approved agency showing the manufacturers name, the product listing, product identification SYMBOL CHARACTERISTICS POTENTIAL EXPANSION () �� and information sufficient to determine that the end use will com I with the re uirements. GW WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, = 2020 MECHANICAL CODE OF NEW YORK STATE 2. Floor framing is constructed of truss-type open-web or perforated members. PY q R 302.1.12.1 Materials. Draftstopping material shall be not less than 1/2 inch gypsum board, 3/8 inch wood structural R316.4 Thermal barrier. Unless otherwise allowed in Section R316.5, foam plastic shall be separated from Lr1GR OR NO FINES coop Low Low p r t a 2020 PLUMBING CO D'E 0 F NEW YORK STATE P the interior of a buildin b an a roved thermal barrier of not less than M inch sum wallboard. GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, GOOD LOW LOW Z �./ = L oriels. 9 Y PP 9YP LITTLE OR NO FINES O n ) � ., U R316.5.3 Attics. The thermal barrier specified in Section R 316.4 is not required where all of the following apply: GROUP I sw WELL GRADED SANDS, OR GRAVELLY SANDS, moi/ L- o 0) M 2020 PROPERTY MAINTENANCE CODE OF NEW YORK STATE AND NEPA 70 LfITLE oR No FINES GOOD LOW Law F= = a, I R302.13 Fire protection of floors. Floor assemblies that are not required elsewhere in this code to be fire-resistance rated, shall be 1. Attic access is required by Section R807.1. � ,1,, _ rovided with a 1 2 inch sum wallboard membrane, 5 8 inch wood structural anel membrane, or a uivalent on the SP POORLY GRADED SANDS, OR GRAVELLY SANDS, U ■r--q N c o� rn 2020 NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE- P / 9YP / P q 2. The space is entered only for purposes of repairs ar maintenance. LrrrLE oR No FlNEs GOOD Law LOW � underside of the floor framing member. 3. The foam plastic insulation has been tested in accordance with Section R316.6 or the foam plastic insulation is protected GM SILTY cRAVELs, GRAVEL SAND SILT MIXTURES MEDIUM Low cl' Zr o N RESIDENTIAL PROVISIONS Exceptions: against ignition Using 3/8 inch gypsum board. sM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM LOW U) a- 0 w Z - 4. Wood floor assemblies using dimension lumber or structural composite lumber equal to or greater than 2 inch by 10 inch. R316.5.11 Sill plates and headers. Foam plastic shall be permitted to be spray applied to sill plates and headers or installed in the Gc Z U m � ee U CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM LOW L- fn•- ai SECTION R101 r irimeter joist space without the thermal barrier specified in Section R316.4 subject to all of the following: O Q w r- M SC CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM LOW GENERAL Section R303 The thickness of the foam plastic shall be not more than 3v4 inch. ML INORGANIC SILTS AND VERY FlNE SANDS, ROCK FLOUR, V Lo ti ccD Light, Ventilation and Heating = The density of the foam plastic shall be in the range of 0.5 and 2.0 pounds per cubic foot. SILTY OR CLAYEY FIND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH LOW ❑ = M 00, idential Code of NYS for One and Two Famil Dwellin s shall a I to the construction, alteration, ercent of the floor area of such The foam lastic shall have a flame s read index of 25 or less d R101.2 The provisions of the 2020 Res Y 9 PP Y R303.1 Habitable rooms. Habitable rooms shall have an aggregate glazing area of not less than 8 p movement, enlargement, replacement, repair, equipment, use and occupancy, location, removal and demolition of detached one and rooms. P P an an accompanying smoke developed index of 450 or less GROUP 2 SLIGHT PLASTICITI two family dwellings and townhouses not more than three stories above grade plane in height with a separate means of egress when tested in accordance with ASTM E 84 or UL 723. eL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, M GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM � Exceptions: MEDIUM v and their accessory structures not more than three stories above grade plane in height. CLAYS To Low 1. The glazed areas need not be operable where the opening is not required by Section R310 and a whole-house Section R317 Protection of Wood and Wood-Based Products Against Decay a R202 Definitions: mechanical ventilation system is installed in accordance with Section M1507. R317 All sills and plates on exterior foundation wall to be pressure preservatively treated in accordance with AWPA U1. R404.1.6 Hei ht above finished rade. Concrete and mason foundation walls shall extend Continuous Insulation: Insulating material that is continuous across all structural members without thermal bridges other that 9 ry above the finished grade adjacent to the ildin 2. The glazed areas need not be installed in rooms where Exception 1 is satisfied and artificial light is provided that is Foundation wood girders: wood girders seated in exterior foundation walls to have min. 1/2 inch air space all sides or ends foundation at all points a minimum of 4 inches where mason veneer is used and a minimum of 6 inches els w ue surface o e u rY a here. fasteners and service openings. It is installed on the interior or exterior or is integral to any opaq g capable of producing an average illumination of 6 footcandles (65 lux) over the area of the room at a height of 30 wrapped with aluminum flashing. R404.1.7 Backfill placement. Backfill shall not be placed against the wall until the wall has sufficient strength and has been envelope. inches above the floor level. R317.1 Location required. Protection of wood and wood-based products from decay shall be provided in the following locations by the use anchored to the fl��or above, or has been sufficiently braced to prevent damage by the back fill where the unbalanced Mezzanine: An intermediate level or levels between the floor and ceiling of any story. R303.8 Exterior stairwa illumination. Exterior stairwa s shall be rovided with an artificial li ht source located at the to landin of Windborne Debris Region• Areas within hurricane-prone regions located within 1 mile of the coastal mean high water line where Y Y P 9 P 9 of naturally durable wood or wood that is preservative-treated in accordance with AWPA U1 for the species, product, preservative height of fill exceeds 4 feet. the stairway. Exterior stairways providing access to a basement from the outdoor grade level shall be provided with an and end use. Section R405 Foundation Drainage the ultimate design wind speed (Vult) is 130 mph or greater. artificial light source located at the bottom landing of the stairway. R317.1.1. Field treatment. Field-cut ends, notches, and drilled holes of preservative-treated wood shall be treated in the field in R405.1 Concrete or masonr foundations. Drains shall be rovided around concrete or mason foundations Z R301.1.1 Alternative provisions. As an alternative to the requirements in Section R301.1, the following standards are permitted subject to the limitations of this code anti the limitations therein. Where engineered design is used in conjunction with these standards, the accordance with AWPA M4. P ry a retain earth and O enclose habitable ar usable spaces located below grade. Drainage tiles, gravel or crushed stone drains, perforated pipe or Section R305 R317.3 Fasteners and connectors in contact with preservative treated and fire retardant treated wood. Fasteners, including nuts and other approved systems or materials shall be installed at or below the top of footing or below the bottom of the slab and V design shall comply with the Building Code. Ceiling Height washers, and connectors in contact with preservative treated wood and fire retardant treated wood shall be in accordance with this shall discharge by gravity or mechanical means into an approved drainage system. 1. AWC Wood Frame Construction Manual (WFCM). (2015 EDITION) „ 9 g section. The coatin wei hts for zinc coated fasteners shall be in accordance with ASTM A 153. Stainless steel driven fasteners Exception: A drainuye system is not re uired where the foundation is installed on well drained round R301.1.3 Engineered design. Where a building otherwise conventional construction contains structural elements exceeding the limits of Section R305.1 Minimum height. Minimum ceiling heights of 7-0 in habitable rooms. Minimum ceilin hei hts of 6-8" in bathrooms, toilet 9 9 q g or sand gravel � R301 or otherwise not conforming to this code, these elements shall be designed in accordance with accepted engineering practice. rooms & laundry rooms. shall be in accordance with the material requirements of ASTM F 1667. mixture with soils according to the unified Soil Classification System, Group I Soils, as detailed in Table R405.1. U) The extent of such design need only demonstrate compliance of nonconventional elements with other applicable provisions and shall Exceptions: R 319.1 Address identification. Buildings shall be provided with a roved address identification. The address identification shall be le ible Z be com atible with the enformance of the conventional framed system. Engineered design in accordance with the International 2. A shower or tub equipped with a showerhead shall have a ceiling height of not less than 6 feet 8 inches above an area PP 9 Section R406 Foundation Waterproofing and Dampproofing P P of not less than 30 inches b 30 inches at the showerhead. and placed in a position that is visible from the street or road fronting the property. Address identification characters shall R406.1 Concrete and masonry foundation dam roofin Exce t where re uired to be water roofed foundation walls that retain UO Building Code is permitted for buildings and structures, and parts thereof, included in the scope of this code. y contrast with their background. Address numbers shall be Arabic numbers or alphabetical letters. Numbers shall not be spelled PP g' P q P ' R O1 2.1 Wind desi n criteria. Buildin s and ortions thereof shall be constructed in accordance with the wind provisions of this code using 3. Beams, girders, ducts or other obstructions in basements containing habitable space shall be permitted to project to within earth and enclose rior spaces and floors below grade shall be dampproofed from the higher of (a) the top of the IX 3 g g p out. Each character shall be not less than 4 inches in height with a stroke with of not less than 0.5 inch. Where required by the ultimate design wind speed in Table R301.2(2) as determined from Figure R301.2(5)B. 6 feet 4 inches of the finished floor. footing or (b) 6 inches below the top of the basement floor to the finished grade using a bituminous coating. O the fire code official, address identification shall be provided in additional approved locations to facilitate emergency response. , ^ R301.2.1.2 Protection of o enin s: Window lazin in windborne debris re ions shall be rotected to meet the re uirements of the lar a missile R308.4 Hazardous locations. The locations specified in Sections R308.4.1 through R308.4.7 shall be considered to be specific Where access is b means of a rlvate road and the buildin address cannot be viewed from the ublic wa a monument, ole LL 1J ,J P 9 9 9 9 P q 9 Y P 9 P Y• P R406.3.3 Porous Fill. The s cce between the excavation and the foundation wall shall be backfilled with porous fill up to a hei ht of F- test of ASTM E1996 & ASTM E1886 per section 301.2.1.2.1. Garage door glazing shall meet impact-resisting standards or hazardous locations for the purposes of glazing. or other sign or means shall be used to identify the structure. Address identification shall be maintained. P•- M ANSI/DASMA 115. R308.4.2 Glazing Adjacent to doors. Glazing in an individual fixed or operable panel adjacent to a door shall be considered to be a one-half of the backfilll heioght and covered with strips of 30 pound asphalt paper or 6 MIL polyethylene to permit water O ` , J hazardous location where the bottom exposed edge of the glazing is less than 60 inches above the floor. seepage while avoiding infiltration of fine soils. The remainder of excavated area shall be backfilled with the same type of Z Exception: Wood structural panels with a thickness of not less than 7/16" and span not more than 8'-0" shall be permitted for Section R321 Elevators and Platform Lifts opening protection. Panels shall be precut and attached to the framing surrounding the opening. Panels shall be predrilled and 1. Where the glazing is within 24 inches of either side of the door in the plane of the door in a closed position. soil as was removed during excavation. ❑ R 321.1 Elevators. Where provided, passenger elevators, limited use and limited application elevators or private residence elevators shall secured with the attachment hardware provided. 2. Where the glazing is on a wall less than 180 degrees from the plane of the door in a closed position and within 24 comply with ASME A17.1/CSA 844. T � y'� inches of the hinge side of an in-swinging door. Re 321.2 Platform Lifts. Where provided, platform lifts shall comply with ASME A18.1. R408.1 Ventilation. Crawl space vents: Provide 1 s.f. of venting per 150 s.f. of floor area unless ground surface is covered by a w TABLE R301.2(1) R308.4.6 Glazing adjacent to stairs and ramps. Glazing where the bottom exposed edge of the glazing is less than 36 inches above class one vapor retarder material. If this retarder material is used, provide 1 s.f. of venting per 1500 s.f. floor area. CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA the plane of the adjacent walking surface of stairways, landings between flights of stairs and ramps shall be considered to be Install vents within 3 feet of each corner of foundation. Section R322 Flood Resistant Construction " „ „ GROUND Wind Design SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER Air Mean a hazardous location. R408.4 Crawl space access panel to be min. 18" by 24 . Openings through perimeter wall shall be not less than 16 by 24 . FLOOD 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 SNOW SPEED Topographical Special Wind DESIGN FROST LINE DESIGN REQUIRAYMENT HAZARDS Freezing Annual Exceptions: " Zones, as established in Table R301.2(1), and substantial improvement and repair of substantial damage of buildings and I 11�� TERMITE DECAY p 1. Glazin ad acent to walkin surface and rail is installed 34 -38" above landin LOAD (mph) Effects Wind bourne CATEGORY WEATHERING pEp�{ TEMP REQUIRED Index Tem 9 j 9 g. R502.2.2 Blocking and subf.oc,';y. Blocking for fastening panel edges or fixtures shall be a minimum of utility grade lumber. �� structures in floor hazard areas, shall be designed and constructed in accordance with the provisions contained in this section. Subflooring shall be wood structural panels as specified in Section 503.2. Fireblocking shall be of any grade lumber. Region Debris 2. Glazing 36 inches or more measured horizontally from the walking surface. Buildings and structures that are located in more than one flood hazard area shall comply with the provisions associated with the O zone most restrictive flood hazard area. Buildings and structures located in whole or in part in identified floodways shall be designed R502.4 Joists under bearing partitions: Provide 2x full depth blocking ® 48" o.c. max. where beam is not located under wall to MODERATE SLIGHT TO 1O Section R310 Emergency Escape and Rescue Openings and constructed in accordance with ASCE 24. allow for piping or vents. ^ ''` 20 140 NO (B) SEVERE 36" TO HEAVY MODERATE Degrees Yes x 1500 UNFINISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LEAST R 322.1.5 Lowest floor. The lowest floor shall be the lowest floor of the lowest enclosed area, including basement, and excluding any 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 and not less H `•,•L•� �••T•� ONE EMERGENCY ESCAPE AND RESCUE OPENING PER SECTION R310. (Egress window & window well) unfinished flood-resistant enclosure that is useable solely for vehicle parking, building access or limited storage provided that such than 3 inches of bearing 'on masonry or concrete or alternatively, the ends of joist shall be supported on a 1"x4" ribbon W R301.2.1.4 Ex osure tate o R310.1 Emer enc esca a and rescue o enin re uired. Basement shall have not less than one o erable emer enc esca a and enclosure is not built so as to render the buildin or structure in violation of this section. stri and shall be nailed to adjacent stud. P 9 rY• 9 Y P P 9 q P 9 Y P 9 P 1 � 1. Exposure B. Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the rescue opening. R 322.1.6 Protection of mechanical, plumbing and electrical systems. Electrical systems, equipment and components; heating, ventilating, air R502.7 Lateral restraint at supports. Joists shall be supported laterally at ends by full depth solid blocking or by attachment to - size of single family dwellings or larger. Exposure B shall be assumed unless the site meets the definition of another exposure. R310.2.1 Minimum opening area. Emergency and escape rescue openings shall have a net clear opening of not less than 5.7 square conditioning; plumbing appliances and plumbing fixtures; duct systems; and other service equipment shall be located at or above band or rim joist. m C 2. Exposure C. Open terrain with scattered obstructions having a height less than 30 feet extending more than 1500 feet. feet. The net clear height opening shall be not less than 24 inches and the net clear width shall be not less than 20 the elevation required in Section R322.2 or R322.3. R502.8.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural �] Exposure D extends downwind 600 feet from the partially obstructed area. Includes flat open country and grassland. inches. Exception: Locating electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing appliances and glue-laminated members, cross-laminated timber members or 1-joists are prohibited except where permitted by the ❑ ^ 3. Ex osure D. Flat unobstructed areas ex osed to wind flowin over o en water for a distance of not less tan 5000 feet. 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 plumbing fixtures; duct systems; and other service equipment is permitted below the elevation required in Section R322.2 or manufacturer's recommendations or as shown on these drawings. h O P P 9 P J R322.3 rovided that the are desi ned and installed to revent water from enterin r r Exposure D extends downwind 600 feet from the unobstructed area. not more than 44 inches above the floor; where the sill height is below grade, it shall be provided with a window well in p y g p g o accumulating within the components and R502.11.1 Wood Truss Design. Food trusses shall be designed in accordance with approved engineeringi practice & be prepared by a accordance with Section R310.2.3. to resist hydrostatic and hydrodynamic loads and stresses, including the effects of buoyancy, during the occurrence of flooding to registered truss design professional where required by the statues of the jurisdiction in whiclh the project is to be hall a I to buildin s with sto hei hts not exceedin 11 feet 7 inches and the R310.2.3 Window wells. The horizontal area of the window well shall be not less than 9 square feet with a horizontal projection and the design flood elevation in accordance with ASCE24. Electrical wiring systems are permitted to be located below the required constructed. R301.3 Story Height. The wind provisions of this codes pp y g ry g g elevation rovided that the conform to the rovisions of the electrical art of this code for wet locations. U laterally unsupported bearing wall stud height permitted by Table R602.3(5). Individual walls or wall studs shall be permitted to width of not less than 36 inches. The area of the window well shall allow the emergency escape and rescue opening to be P Y P P exceed these limits as ermitted b Cha ter 6 provisions, provided that story heights are not exceeded. An engineered design fully opened. R 322.1.7 Protection of water supply and sanitary sewage systems. New and replacement water supply systems shall be designed to (n P Y P R310.2.3.1 Ladder and steps. Window wells with a vertical depth greater than 44 inches shall be equipped with a permanently affixed minimize or eliminate Infiltration of flood waters Into the system in accordance with the plumbing provisions of this code. Section R506 Concrete Floors (On Ground) � shall be provided for the Miall or wall framing members where the limits of Chapter 6 are exceeded. Where the story height limits R506.1 Concrete slab on rades to be min 3-1 2 inches thick. f" om liant ortions thereof to resist wind loads shall be in ladder or steps usable with the window in the fully open position. Ladders or rungs shall have an inside width of not less R 322.1.8 Flood-resistant materials. Building materials and installation methods used for flooring and interior and exterior walls and wall g / Q of this section are exceeded, the design of the building, or the none p p than 12 inches, shall project not less than 3 inches from the wall and shall be spaced not more than 18 inches on center coverings below the elevation required in Section R322.2 or R322.3 shall be flood damage-resistant materials that conform to the R506.2.2 Base. A 4 inch thick base course consisting of clean graded sand, gravel, crushed stone, crushed concrete or crushed F- accordance with the Building Code. vertically for the full height of the window well. provisions of FEMA TB-2. blast-furnace slag passing a 2-inch sieve shall be placed on the prepared subgrade where the slab is below grade. (n 10.2.3.2 Drains e. Window wells shall be desi ned for ro er drains e b connectin to the buildin 's foundation drains e s stem R 322.2.2 Enclosed area below design flood elevation. Enclosed areas, including crawl spaces, that are below the Exception: A base course is not required where the concrete slab is installed on well-drained or sand-gravel mixture soils F- R302.2 Townhouses. Common walls separating townhouses shall be assigned afire-resistance rating in accordance with Section R302.2, R3 g 9 P P 9 Y 9 9 9 Y U Item 1 or 2. The common wall shared b two townhouses shall be constructed without plumbing or mechanical equipment, ducts required by Section R405.1 or by an approved alternative method. design flood elevation shall: classified as Group I according to the United Soil Classification System in accordance with Table R405.1. Z y R506.2.3 Va or retarder. A 6-mil W or vents in the cavit of tl�e common wall. The wall shall be rated for fire ex osure from both sides and shall extend to and be Exception: A drainage system for window wells is not required where the foundation is on well-drained soil or sand-gravel 1. Be used solely for parking of vehicles, building access or storage. P (0.006 inch) polyethylene or approved vapor retarder with joints lapped not less than 6 inches � Y P shall be placed between the concrete `;or slab and the base course or the prepared subgrade where no base course tight against exterior walls and the underside of the roof sheathing. Electrical installations shall be in accordance with Chapters mixture soils in accordance with the United Soil Classification System, Group I soils, as detailed in Table R405.1. 2. Be provided with flood openings that meet the following criteria and are installed in accordance with Section R322.2.2.1: � 34 throw h 43. Penetrations of the membrane of common walls for electrical outlet boxes shall be in accordance with Section exists. The vapor rctarde; is not required for Garages, utility buildings and other unheated accessory structures. (� g R311.6 Hallways: min. 36 clear width. 2.1 The total net area of non-egineered openings shall be not less than 1 square inch for each square foot of enclosed area O R302.4. R311.7 Stairways where the enclosed area is measured on the exterior of the enclosure walls. 1. Where a fire sprinkler system in accordance with Section P2904 is provided, the common wall shall be not less than a 1-hour 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 R 322.2.2,1 Installation of openings. The walls of enclosed areas shall have openings installed such that: Section R602 Wood Wall Framing 0 fire-resistance-rated wall assembly tested in accordance with ASTM E 119 or UL 263. the required headroom height. The clear width of the stairway at and below the handrail height, including treads and landings, 1. There shall be not less than two openings on different sides of each enclosed area; if a building has more than one enclosed R602.3 Design and construction. Components of exterior walls shall be fastened in accordance with Tables R602.3(1) through 2. Where a fire sprinkler system in accordance with Section P2904 is not provided, the common wall shall be not less than a shall be not less than 31 �% inches where a handrail is installed on one side of 27 inches where handrails are provided on area below the design flood elevation, each area shall have openings. R602.3(4). WGii sh. r'h'ng shall be fastened directly to framing members and shall confirm to the requirements of Table 2-hour-resistance-rated wall assembly tested in accordance with ASTM E 119, UL 263, or section 703.3 of the Building Code. both sides. 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 R602.3(3). TABLE R302.1(1) R311.7.2 Headroom. The headroom in stairways shall be not less than 6 feet 8 inches. finished exterior grade immediately under each opening. EXTERIOR WALLS R311.7.3 Vertical rise. A flight of stairs shall not have a vertical rise larder than 151 inches (12.58') between floor levels or landings. 3. Openings shall be permitted to be installed in doors and windows; doors and windows without installed openings do not meet MINIMUM MINIMUM FIRE R311.7.5.1 Risers. The riser height shall be not more than 8 1/4 per supplement. the requirements of this section. TABLE R602.3(1) FASTENING SCHEDULE EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE R 322.3 Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. R311.7.5.2 Treads. The tread depth shall be not less than 9 inches per supplement. DISCRIPTION FASTENING (a,b,c,d) � FIRE-RESISTANCE RATED 1 HOUR 0 feet 1. Buildings and structures erected within coastal high-hazard areas and coastal A Zones, shall be elevated so that the bottom of WALLS R311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not more than 1 / inches shall be provided on stairways with solid the lowest horizontal structural members su ortin the lowest floor, with exce tion of ilia p NOT FIRE-RESISTANCE RATED o HouRs 25 feet risers. PP 9 p• p" g, pile ca s, columns, grade beams and 1. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE THREE 8D COMMON. TOE NAIL r r � PROJECTIONS FIRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE >_2 feet to <5 feet bracing, is elevated to or above the base floor elevation plus 1 foot or the design flood elevation, whichever is higher. r r. ti R311.7.8 Handrails shall be provided on not less than one side of each flight of stairs with four or more risers. 2. CEILING JOISTS TO TOP PLATE THREE 8D COMMON. TOE NAIL Lu - o - 2. Basement floors that are below grade on all sides are prohibited.R 322.3.3Foundations. Buildings and structures erected in ¢ ry ry r` N 1: TABLE R302.1(2) R311.7.8.4 Continuity. Handrails for stairways shall be continuous for the full length of the flight with winders, at landings, or over coastal high-hazard areas and Coastal A Zones shall be supported on pilings or columns. 3. CEILING JOISTS (NOT ATTCHED TO RAFTER), LAPS THREE 16D COMMON FACE NAIL o N M 00 N EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS lowest tread. OVER PARTITIONS MINIMUM MINIMUM FIRE Exceptions: Section R325 Mezzanines 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE R802.5.1(9) FACE NAIL EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE 1. Handrails shall be permitted to be interrupted by a newel post at the turn. R 325.2 Mezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feet. Habitable attics shall 5. COLLAR TIE TO RAFTERS THREE 10D EACH FACE NAIL FIRE-RESISTANCE RATE) 1 HOUR 0 feet R311.7.10.1 Spiral Stairways. Spiral stairways are permitted provided that the clear with at and below the handrail is not less than 26 comply with section R325.6 WALLS NOT FIRE-RESISTANCE RATED o HOURS 3 feet inches and the walkline radius is not greater than 244 inches. Each tread shall have a depth of not less than Q inches at 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 6. RAFTER OR ROOF TRUSS TO PLATE THREE 10D COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL the walkline. All treads shall be identical, and the rise shall not be more than 9J inches. Headroom shall not be less than 6 room or space in which they are located. The enclosed portion of a room shall not be included in a determination of the floor RAFTER RAFTERS TO RIDGE, VALLEY OR HIP THREE 10D COMMON. TOE NAIL R302.2.3 Continuity. The fire-resistance-rated wall or assembly separating townhouses shall be continuous from the foundation to the feet 6 inches. urea of the room in which the mezzanine is located. TWO 16D COMMON. END NAIL underside of the roof sheathing, deck or slab. The fire-resistance rating shall extend the full length of the wall or assembly, R 311.8 Ramps. R 325.4 'deans of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section R311. �� T „ including wall extensions through and separating attached enclosed assessor structures. R 311.8.1 Maximum slo e. Rams servin the a ress door re uired b Section R 311.2 shall have a sloe of not more than 1 unit 8. STUD TO STUD (Af i;. BWP) 16D COMMON AT 24 O.C. FACE NAIL p P g 9 q Y P 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 g, STUD TO STUD A'!" BRACED WALL PANEL � R302.2.4 Parapets for townhouses. vertical in 12 units horizontal (8.3 percent slope). All other ramps shall have a maximum slop of 1 unit vertical in 8 units inches in height, columns and posts. ( ) 16D COMMON AT 16"O.C. FACE NAIL Z Z Z Z Z Z 1. The parapet shall extend not less than 30 inches above the roof surfaces. horizontal (12.5 percent). Exception: Where it is technically infeasible to comply because of site constraints, ramps shall Exceptions: 10. BUILT UP HEADER, TWO PIECES 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL 0 0 0 0 0 0 Exception: A parapet is not required in the preceding two cases where the roof covering complied with a minimum Class C rating have a slope of not more than 1 unit vertical in 8 units horizontal (12.5 percent). 1. Mezzanines or portions thereof are not required to be open to the room in which they are located, provided that the aggregate 11. CONTINUOUS HEADER TO STUD FOUR 8D COMMON. TOE NAIL u 5 as tested in accordance with ASTM E 108 or UL 790 and the roof decking or sheathing is of noncombustible materials or approved R 312.1 Guardrails: Porches, balconies, and stair landings 30" above floor or grade to be installed with 36" high railings, balusters not floor area of the enclosed space is not greater than 10 percent of the mezzanine area. 12. TOP PLATES TO TOP PLATE IX Ix fire-retardant-treated wood for a distance of 4 feet on each side of the wall or walls or one layer of 5/8 inch Type X gypsum to allow assn a of a s here 4 inches or more in diameter. 2. In buildin s that are not more than two stories above rade lane and a ui ed throw hout with an automatic s rinkler s stem 16D COMMON ® 16 0/C FACE NAIL P 9 P 9 9 P q PP 9 P Y 13. DOUBLE TOP PLATES SPLICE 8-16D COMMON board is installed directly beneath the roof decking or sheathing, supported by not less than nominal 2 inch (51 mm) ledgers R 312.2.1 Window sills. In dwelling units, where the top of the sill of an operable window opening is located less than 24 inches above in accordance with Section R313, a mezzanine shall not be required to be open to the room in which the mezzanine is located. FACE NAIL m attached to the sides of the roof framing members, for a distance of not less than 4 feet on each side of the wall or walls and the finished floor and greater than 72 inches above the finished grade or the other surface below on the exterior of the ON EACH SIDE OF END JOINT (24 MIN LAP SPICE N an o enin s or enetrations in the roof are not within 4 feet of the common walls. R401.4.1 In lieu of a complete geotechnical evaluation footings shall be placed on rock, sand gravel and/or gravel, sand, silty sand, LENGTH EACH SIDE OF END JOINT u, Y P 9 P building, the operable window shall comply with one of the following: clayey sand, silty gravel or clayey gravel with a presumptive design load bearing value of 2,000 PSF. Do not place footings �� " ) o 3. A parapet is not required where roof surfaces adjacent to the wall or walls are at different elevations and the higher roof is 1. Operable windows with opening that will not allow a 4 inch diameter sphere to pass through the opening where the on soil that consists primarily of clay or silt or have any inorganic material or fill. 14. BOTTOM PLATE TO ,,,,ST OR BLOCKING (NOT AT BWP) 16D AT 16 O.C. FACE NAIL more than 30 inches abov: the lower roof. The common wall construction from the lower roof to the underside of the higher roof opening is in its largest opened position. deck shall have not less than a 1-hour fire-resistance rating. The wall shall be rated for exposure from both sides. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. TABLE R402.2 Concrete: A 28 day minimum compressive strength (f'c) is required at the following locations: 15. BOTTOM PLATE TO JOIST OR BLOCKING (AT BWP) 2-16D AT 16"O.C. FACE NAIL R302.2.6 Structural independence. Each individual townhouse shall be structurally independent. 2. Basement walls exposed to weather: 3000 psi plus 5 to 7% air entrainment 16. TOP OR BOTTOM PLATE TO STUD TWO 16D COMMON. END NAIL 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Exceptions: 3. Porch slabs, steps, and garage slabs: 4000 psi plus 5 to 7% air entrainment FOUR 8D COMMON. TOE NAIL R312.2.2 Window opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening Z �T� 1. Foundations supporting exterior walls or common walls. control device, after operation to release the control device allowing the window to fully open, shall not reduce the net clear R 403.1.4.1 Frost protection: Bottom of all footings to be at least 36 below grade. 17. TOP PLATES, LAPS yT CORNERS + INTERSECTION 2-16D COMMON FACE NAIL 44 5. Townhouses separated by a common wall as provided in Section R302.2, Item 1 or 2 openin area of the window unit to less than the area re uired b Section R310.2.1. R 403.1.5 Stepped Footings: Step footing 1 ft vertical maximum on 2 feet horizontal where slope of footing bottom exceeds 10% W R302.3 Two-family dwellings. Dwelling units in two-family dwellings shall be separated from each other by wall and floor assemblies having 9 q y 21. JOIST TO SILL, TOP PLATE, OR GIRDER THREE 8D COMMON. TOE NAIL � R 403.1.3,6 Isolated concrete footings. In detached one and two family dwellings that are three stories or less in height and constructed � cv7 not less than a 1-hour fire-resistance rating where tested in accordance with ASTM E 119 or UL 263 or section 703.3 of the Section R313 Automatic Fire Sprinkler Systems with stud bearing walls, isolated plain concrete footings supporting columns or pedestals are permitted. 22. RIM JOIST OR BLOCKING TO SILL OR TOP PLATE SD COMMON ® 6"0/C TOE NAIL O O m Building Code. Fire-resistance-rated floor/ceiling and wall assemblies shall extend to and be tight against the exterior wall, and wall R313.1 Townhouse automatic fires rinkler s stems. Townhouses havin a hei ht of three stories above rade lane shall be R 403.1.6 Foundation Anchorage: Wood sole plates at exterior walls on slabs and all wood foundation wall sill plates shall be anchored 27. BUILT UP GIRDERS AND BEAMS 2X LUMBER 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER J P Y 9 9 9 P W assemblies shall extend from the foundation to the underside of the roof sheathing. equipment throughout with an automatic sprinkler system. with 12 inch diameter anchor bolts spaced as shown on the plans and details. Bolts shall extend a minimum of 7 inches into 28, 2X LEDGER THREE 16D COMMON AT EACH JOIST OR RAFTEf�. FACE NAIL > Y Exce tions: concrete and located in the middle third of the width of the plate. A nut and washer shall be tightened on each anchor bolt. I „ W 0 LTi P R313.1.1 Design and installation. Automatic residential fire sprinkler systems for townhouses shall be designed and installed in „ „ 31. WOOD STRUCTURAL PANELS: SUBFILOOR, 6D COMMON (WALL) 6 o/c at edges and Lu ►- 1.A fire-resistance rating of M hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed accordance with Section P2904 or NFPA 13D. There shall be a minimum of two bolts per plate section and located not more than 12 or less than 3.5 from the end of AND WALL SHE'THING TO FRAMING " in accordance with NFPA 13. R313.2 One and two family dwellings automatic fire systems. One and two family dwellings having a height of three stories above each plate section. Plates shall be protected against decay and termites. ROOF, 8D COMMON (ROOF) 12 por at interior Z U o R302.3.1 Supporting construction. Wlhere floor assemblies are required to be fire-resistance rated by Section R302.3, the supporting grade shall be equipped throughout with an automatic sprinkler system. _ 8D COMMON (SUBFLOOR) supports (see note f) (9 construction of such assemblies shall have an equal or greater fire-resistance rating. R313.2.1 Design and installation. Automatic residential fire sprinkler systems shall be designed and installed in accordance with Section TABLE R404.1.2(1) a. All nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing f) `LU 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 P2904 or NFPA 13D. Minimum Horizontal Reinforcement for Concrete Basement Walls connections shall ha,a minimum average bending yield strengths as follows: 80 ksi for shank diameter of 0.192" (20d common nail), 0 z self-closing device. Doors From garage into habitable space: 45 min. fire rated with self - closing device or automatic - closing 90 ksi for shank diameters larger than 0.142" but not larger than 0.177" and 100 ksi for shank diameters of 0.142" or less. MAXIMUM UNSUPPORTED device. Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT d. 4-foot-by-8 foot or 4 foot by 9 foot panels shall be applied vertically ❑ w R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be dwelling units where the building is of Type V construction. Sidewall sprinklers that are used to protect such areas ALL (FES f. Intermediate supports shall be spaced 6 inches on center for a minimum of 48 inch distance from ddlges, eaves and gable end z � constructed of a minimum No. 26 gage sheet steel or other approved material and shall not have openings into the garage. shall be permitted to be located such that their deflectors are within 1 inch to 6 inches below the structural walls and 4 inches on center to gable end wall framing. w v7 R302.6 Dwellin arae fire se aration. The arae shall be se arated as re uired b Table R302.6. 0 enin s in arae walls shall com I 58 ONE N0. 4 BAR WITHIN 12 INCHES IG THE TOP OF THE WALL STORY x 9-9 9 P 9 9 P q Y P 9 9 9 PY members and a maximum distance of 14 inches below the deck of the exterior balconies and decks that are AND ONE N0. 4 BAR NEAR MID- HEIGHT OF THE WALL STORY ( � � with Section R302.5. Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 constructed of open wood joist construction. �•/ cD shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall. >8 ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY R602.3(5) 2x4 wall studs at 16 inches on center with a maximum height of 10 feet shall support a nmaximum of one floor plus F j_ AND ONE NO. 4 BAR NEAR THIRD POINTS IN THE WALL STORY roof/ceiling assembly. 2x6 wall studs at 16 inches on center with a maximum height of 1© feet shall support a maximum Z 00 TABLE R302.6 Garage walls: 5/8 inch type X gypsum board on garage side, 1/2 inch type X gypsum board on opposite wall side at habitable Section R314 Smoke Alarms of two floor plus roof/ceiling assembly. Exceptions: Where designed by in accordance with accepted engineering practice or Z � W areas. Garage ceiling: 5/8 type X gypsum board R314.1 General. Smoke alarms shall comply with NFPA 72 and Section R314. where the ultimate design wind speed is less than or equal to 130 mph, 2X6 #2 grade studs supporting a roof load with Z Q R302.9 Flame Spread & Smoke Density Index. R309.2.1: Wall & ceiling finishes shall have a flame spread classification of not greater than TABLE R404.1.2 8 Minimum Vertical Reinforcement for 8, 10 and 12 inch Concrete Basement Walls 200. R30.9.2: Wall & Ceilirg finishes shall have a smoke developed index of not greater than 450. Tested in accordance with ASTM R314.1.1 Listings. Smoke alarms shall be listed in accordance with UL 217. Combination smoke and carbon monoxide alarms shall ( ) not more than 6 feet of tributary length shall have a maximum wall height of 18 feet when spaced at 16 inches on (D o o co E84 or UL 723. be listed in accordance with UL 2034. center and 20 feet where spaced at 12 inches on center. MINIMUM VERTICAL REINFORCEMENT BAR C0 •••• • ..................... R314.3 Location. Smoke alarms shall be installed in the following locations. SIZE AND SPACING (INCHES) R602.3.2 Top plate. Wood stud walls shall be capped with a double top plate installed to provide overlapping at corners and W R302.11 Fire blocking shall be provided in wood-framed construction in the following locations: 1. In each sleeping room. intersections with bearing partitions. End joints in top plates shall be offset not less than 2?4 inches. Joints in plates 0 G\S EREpq 1. In concealed spaces Of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs, as MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE OF 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH need not occur over studs. Plates shall be not less than 2 inches nominal thickness and halve a width not less than the 0 Q'� N OBERr �C� follows: 4. Smoke alarms shall be installed not less than 3 feet 914 mm horizontal) from the door oro enin of a bathroom that (FEET) (FEET) Do not backfill with any soil containing silt or clay. width of the studs. �� Cy 'y 1.1 Vertically at the ceiling and floor levels. ( ) y P 9 �;�1 �� contains a bathtub or shower. WALL THICKNESS (INCHES) R602.6 Drilling and notching of dimensional lumber to conform to sections R602.6, R602.6.1, and figlure R602.6(1). Notching & Q ;.fir 1G m 1.2 Horizontally at intervals not exceeding 10 feet. 8 10 12 bored hole limitations for exterior walls and bearin walls, fi ure R602.6 2 Notchin and boned hole limitations for interior v "' m n R314.3.1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent g g ( ) g ee; r z 2. At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. 8 7 NR NR NR 9 9 P P g p•p' g. g g t 4p.,_I . 3. In concealed s aces bei:ween stair strip ers at the to and bottom of the run. Enclosed s aces under stairs shall com I with placement of a smoke alarm in a location required by Section R314.3. non bearin walls & fi ure R602.6.1 to late framin to accommodate I In 16 a e and 1.5 inch wide metal tie !) 1 P 9 P P PY 1. Ionization smoke alarms shall not be installed less than 20 feet 6096 mm horizontal) from a ermanentl Installed 9 e 5 m 41 NR NR fastened across and to the plate at each side of the notch with 8-10d nails each side. Fcollow manufacturers 0 "� Section R302.7. ( ) Y P y Y 4. At openings around veni:s, pipes, ducts, cables and wires at ceiling and floor level, with an approved material to resist the free cooking appliance. 10 s s ® 41 5 ® 2z NR specifications for engineered products. (figure R602.6.1) 1 p,, '��:ap;wY passage of flame and products of combustion. The material filing this annular space shall not be required to meet the ASTM E 136 2. Ionization smoke alarms with an alarm-silencing switch shall not be installed less than 10 feet (3048 mm) horizontally `��8 .- requirements. from a permanently installed cooking appliance. NF; denotes no reinforcing required. ❑ FNE�/Y�p/�� 5. For the fire blocking of chimneys and fireplaces, see Section R1003.19. 3. Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a permanently installed Lc:ate vertical bars 1Y4 clear from inside face of walls. The center of bars shall not vary from this by more than inch. 6. Fire blocking of cornice:, of a two-family dwelling is required at the line of dwelling unit separation. cooking appliance. B NUMBER R302.11.1 Fireblocking materials. Except as provided in Section R302.1, Item 4, fireblocking shall consist of the 4. R 314.4 Interconnection. Where more than one smoke alarm is required to be installed within an individual dwelling unit following materials. in accordance with Section R314.3, the alarm devices shall be connected in such a manner that the actuation of one alarm 2 0 1 6 0 2 3 1. Two-inch nominal lumber. will activate all of the alarms in the individual dwelling unit. 1 T�` 2. Two thicknesses of 1" nominal lumber with broken lap joints. <.J 1 \ ITS l M I� 9 O EL A l & w Section R315 Carbon Monoxide Alarms � SHEET NUMBER 3. One thickness of 23/32 inch wood structural panels with joints backed by 23/32 inch wood structural panels. R315.1 General. Carbon monoxide alarms shall be provided in accordance with section 915 of the Fire Code of NYS. 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. 5. One half inch gypsum board. a 6. One quarter inch cement based mil r gla. 9 M O D ET A Z 7. Batts or blankets of mineral wool or glass fiber or other approved materials installed in such a manner as to be securely �J L O retained in place. W I;n 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED TABLE R602.3(3) ( ) TRUSS IDENTIFICATION SIGN Requirements for Wood Structural Panel Wall SheathingUsed to Resist Wind Pressures a,b,c 0 1 N1101.11.1 (R303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crawlspace walls and P2607.2 Pipes penetrating exterior walls. Where a pipe penetrates an exterior wall, waterproof seal shall be made on the exterior of the PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS Z Vr/ MINIMUM NAIL PANEL NAIL ULTIMATE DESIGN the perimeter of slab-on-grade floors shall have rigid, opaque and weather-resistant protective covering to prevent the degradation wall by one of the following methods: TYPE CONSTRUCTION, PRE-ENGINEERED WOOD UJ WIND SPEED V ult 2 E SPACING (mph) of the insulations thermal performance. The protective covering shall cover the exposed exterior insulation and extend not less 1. A waterproof sealant applied at the joint between the wall and the pipe. CONSTRUCTION AND/OR TIMBER CONSTRUCTION � � � MINIMUM MINIMUM MAXIMUM WALL than 6 inches (153 mm) below grade. 2. A flashing of an approved elastomeric material. 6" DIA U ai WOOD NOMINAL PANEL STUD SPACING REFLECTIVE RED 1 STRUCTURAL THICKNESS INCHES WIND EXPOSURE N1101.14 (R401.3) Certificate (Mandatory). A permanent certificate shall be completed by the builder or other approved party and posted on P2801.6 Required pan. Where a storage tank-type water heater or a hot water storage tank is installed in a location where water leakage O SIZE PENETRATION (INCHES) U 16 (INCHES) PANEL SPAN (INCHES) EDGES FIELD CATEGORY a wall in the where the furnace is located, a utility room or an approved location inside the building. from the tank will cause damage, the tank shall be installed in a pan constructed of one of the following: PANTONE (PMS) 1187 0 1 INCHES O.C. INCHES O.C. TABLE N1102.1.2 (R402.1.2) ( ) U 2 RATING ( ) ( e C D 1. Galvanized steel or aluminum of not less than 0.0236 inch 0.6010 mm in thickness. Z £ Insulation and fenestration Requirements by Component 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. O_ L_ M m` 8d 1.75 24/16 7/16 16 6 12 170 140 135 3. Other approved materials. F- .}.� � c) `t cM COMMON CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL U .0 a � C ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE A plastic pan installed beneath a gas-fired water heater shall be constructed of material having a flame spread index of 25 or EFLEC1IVE � •P•'� U > . CP - R602.3.5 Braced wall panel uplift load path. Braced wall panels located at exterior walls that support roof rafters or trusses U-FACTOR SHGC R-VALUE R-VALUE R-VALUE DEPTH WALL less and a smoke developed index of 450 or less when tested in accordance with ASTM E84 or UL723. z W N p o (including stories below top story) shall have the wall sheathing and fasteners designed to resist combined uplift and shear R-VALUE WHITE .- w N forces in accordance with accepted engineering practice. 4 EXCEPT 0.32 0.55 0.40 49 20 OR 13+5h 8/13 19 1 0/1 3 10,2 ft 10/13 Section T101 Scope , ai=Z MARINE 1 4" Z i !a T101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. 1 2" / O co R802.11 Rafter or truss uplift force. / Q w � r> C�o " For rafters at 16"o/c in 130rriph wind speed. Roof pitch > 5/12 Exposure B N1102.2.2 (R402.2.2) Ceilings without attic spaces. Where section N1102.2 would require insulation levels above R-30 and the design of the U C) m cr roof/ceiling assembly does not allow sufficient space for the required insulation, the minimum required R-value for such Section T102 General Definitions TRUSS IDENTIFICATION SIGN STROKE _ rLIDl- m Span (ft) 12 18 24 28 32 36 42 48 / 9 Y P q q COMPLIANCE WITH 19 NYCRR 1264 ❑ � ti � Uplift Force # 117 149 182 203 226 247 281 314 roof/ceiling assemblies shall be R-30. The insulation shall extend over the top of the wall plate to the outer edge of plate solar Solar-Ready Zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a SIGNS DENTIFY1NG THE EXISTANCE OF TRUSS CONSTRUCTION SHALL CONSISTS OF A CIRCLE 6'IN V M M „ without compression. The reduction of insulation from the requirements of Section N1102.1.2 shall be limited to 500 sf (46 m2) or DIAMETER,WITH A STROKE WIDTH OF Ile.THE SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN � m Increase x1 ing for pitch < 5/1 2. Increase x 1.5 for gypsum o p spacing. Increase x ami for 140 mph. 20 percent of the total insulated ceiling area, whichever is less. photovoltaic or solar thermal system. COLOR THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR CONFORMING TO PANTOIE 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 and shall penetrate the wood not less than 5/8 inch. N1102.2.4 (R402.2.4) Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces such as attics and crawl MATCHING SYSTEM(PMS)f187. a. spaces shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. Section T103 Solar-Ready Zone SECTION 1265.4, SON OR SYMBOL P4 R702.4 Ceramic Tile. Exception: vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration T103.2 Construction document requirements for solar ready zone. Construction documents shall indicate the solar-ready zone. THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED R702.4.2 Backer boards. Materials used as backers for wall tile in tub and shower areas and wall panels in shower area shall be of requirements of Table R1102.1.2 based on the applicable climate zone specified in Chapter 3. q PP P P T103.3 Solar-ready zone area. The total solar-ready zone area shall be not less than 300 square feet (27.87 m2) exclusive of ��OF THE RESIDENTIAL STRUCTURE: PROVIDED,HOW111ER,THAT: IS AFFIXING THE SIGN OR materials listed in Table R702.4.2, and installed in accordance with the manufacturer's recommendations. N1102.2.8 R402.2.8 Floors. Floor framing-cavityinsulation shall be installed to maintain permanent contact with the underside of the mandato access or set back areas as re uired b the International Fire Code. New multiple single-family dwelling townhouses SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX,OR IF THE UTILITY ( ) P mandatory q y P 9 Y g ( ) PROVIDING ELECTRICAL SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SYMBOL TABLE R702.4.2 subfloor decking. three stories or less in height above grade plane and with a total floor area less than or equal to 2,000 square feet (185.8 m2) TO BE AFFIXED TO THE ELECTRICAL BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTETTIOR Backer Board Materials N1102.2.9 (R402.2.9) Basement walls. Walls associated with conditioned basements shall be insulated from the top of the basement wall per dwelling shall have a solar-ready zone area of not less than 150 square feet (13.94m2). The solar-ready zone shall be WALL OF THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX.THE MATERIAL STANDARD down to 10 feet (3048 mm) below grade or to the basement floor, whichever is less. Walls associated with unconditioned composed of areas not less than 5 feet (1.52m) in width and not less than 80 square feet (7.44 m2) exclusive of access or set SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE Z GLASS MAT GYPSUM BACKING PAIJEL ASTM C 1178 basements shall meet this requirement unless the floor overhead is insulated in accordance with Section N1102.1.2 and N1102.2.8. back areas as required by the International Fire Code. I OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE O FIBER REINFORCED GYPSUM PANELS ASTM C 1278 N1102.4.2 (R402.4.2) Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors, and outdoor combustion air. T103.4 Obstructions. Solar-ready zones shall be free from obstructions, including but not limited to vents, chimneys, and roof-mounted WOOD ROOF TRUSS SPECIFICATIONS: F- NONASBESTOS FIBER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY C Where using tight-fitting doors on factory-built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested equipment. ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE U NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS ASTM C 1325 and listed for the fireplace. T103.7 Roof load documentation. The structural design loads for roof dead load and roof live load shall be clearly indicated on the BUILDING CODE. W TABLE R703.8.1 construction documents. F- Allowable Spans for steel lintels supporting masonry veneer TABLE N1102.4.1.1 (R402.4.1.1) T103.9 Electrical service reserved space. The electrical service panel shall have a reserved space to allow installation of a dual pole NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. cf) Air Barrier and Insulation Installation circuit breaker for future solar electric installation and shall be labeled 'For Future Solar Electric'. The reserved space shall be 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: O SIZE OF STEEL ANGLE NO STORY ONE STORY TWO STORIES positioned at the opposite (load) end from the input feeder location or main circuit location. D (EQUATION 16-8) U a,c (inches) ABOVE ABOVE ABOVE GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. EQUATION 16-9 L+ I.3x3x1/4 6'-o" 4'-6' 3'-0' THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. D ( ) BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. 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. D + S (EQUATION 16-10) O Ln^ L4x3x1/4 6'-0" 5'-0' 4'-6" At least one installed at the front and back of dwelling units. D + .6W (EQUATION 16-12) LL u J CEILING/ ATTIC THE AIR BARRIER B ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY E 3901.9 Garage Outlets. Garage receptacle, outlets must be serviced b a separate branch circuit that does not supply other outlets. At D + 0.75 6W + 0.75 S EQUATION 16-13 O M 1,5x3.5x5/16 10'-0" e'-0' 6'-0' GAPS IN THE AIR BARRIER SEALED. 9 9 P Y P PP Y (• ) ( ) ` ► J 1.6x3.5x1/4 14'-a" 9'-6' 7'-0' ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL least one receptacle outlet is required for each car space in a garage. BE SEALED. E 3902.14 Location of GFCI outlets. All GFCI outlets must be placed in readily accessible locations. D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE Z `v) WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. WITH CHAPTER 26 TO 30 OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED 101 MPH BASIC DESIGN WAND SPEED) IN EXPOSURE 1:1v a. Long leg of the angle shall be placed in a vertical position. THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. CATEGORY B. c. Minimum bearing to be 6". KNEE WALLS SHALL BE SEALED. DESIGN LOADS: TABLE R301.7W U � 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 THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS ROOF TRUSSES SHALL DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: _! TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY i-1 R703.12.1 Clearances. On exterior stud walls, adhered masonry veneer shall be installed: DOORS SEALED. THE FOLLOWING LIVE LOADS: ALLOWABLE ASCE7-10 , TCDL = 15 PSF, BCLL=IOPSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED 1. Minimum of 4 inches (102 mm) above the earth RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER ROOF: STRUCTURAL MEMBER ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. 1-J► R703.12.2 Flashing at foundation. A corrosion-resistant screed or flashing of a minimum 0.019 inch (0.48 mm) or 26 gage galvanized or FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION GROUND SNOW LOAD 20PSF FROM FIGURE R301.2(6) DEFLECTION '/ plastic with a minimum vertical attachment flange of 3 X inches (89 mm) shall be installed to extend a minimum of 1 inch (25 GARAGE AND CANTILEVERED MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 Rafters having slopes greater than L/180 TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". H� FLOORS) (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS 3:12 with no finished ceiling attached mm) below the foundation plate line on exterior stud walls in accordance with Section R703.4. SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED PER LINER FOOT DEAD LOAD FOR ROOF FRAMING) g TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN O R703.8.2.2. Support by roof construction. A steel angle shall be placed directly on top of the roof construction. The roof supporting SPACE SHALL BE SEALED. to rafters DRAWINGS SHALL INCLUDE THE FOLLOWING INFORMATION: w construction for the steel angle shall consist of not fewer than three 2 inch by 6 inch wood members for wood construction. A FLOORS: 40 PSF 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. BALCONIES AND DECKS: 40 PSF Interior walls and partitions H 180 W wood member abutting the vertical wall stud construction shall be anchored with not fewer than three 5/8 inch diameter by 5 inch P / 2. LOCATION OF ALL JOINTS. I••- lag screws to every wood stud spacing. Each additional wood roof member shall be anchored by the use of two 10d nails at RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO UNINHABITABLE ATTIC W/O STORAGE: 10 PSF 3. REQUIRED BEARING WIDTHS. fW every wood stud spacing. Install flashing and weep holes. The maximum height of the brick veneer above the lintel shall be 12 THE DRYWALL, AIRTIGHT AND IC RATED. UNINHABITABLE ATTIC WITH STORAGE: 20 PSF Floors and Ceilings W/ brittle finish L/360 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. feet 8 inches, with max 7:12 roof pitch. See figures R03.8.2.1 & R703.8.2.2. SHOWER/ TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM HABITABLE ATTIC W FIXED STAIRS: 30 PSF All other structural members L/240 4.2. TOP CHORD DEAD LOAD. p &-..q ;::) R703.8.4 Anchorage: Masonry veneer shall be anchored to the the supporting wall studs with corrosion resistant metal ties embedded in EXTERIOR 4.3. BOTTOM CHORD LIVE LOAD.WALL FROM THE SHOWERS AND TUBS. m 2 inches, with not less than 5 8 inch mortar or grout cover to ULTIMATE DESIGN WIND SPEED: 130 MPH FROM FIGURE R301.2(4)A V J (.� mortar or grout and extending into the veneer a minimum 1-1 Exterior Walls with plaster or stucco finish L/180 4.4. BOTTOM CHORD DEAD LOAD. / / ELECTRICAL/ PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. r T outside face, minimum tie size== 22 US gage. Minimum tie fastener = 8d common nail. Airspace= Nominal 1" between sheathing & ON EXTERIOR WALLS BOXES SHALL BE INSTALLED. EXPOSURE CATEGORY: B FROM R301.2.1.4 Exterior walls With brittle finishes L/180 4.6. CONTROLLING WIND LOADS. ElW O veneer. EAch tie shall support riot more than 2.67 square feet of wall area and shall be spaced not more than 32" on center SEISMIC DESIGN CATEGORY. B FROM FIGURE 301.2.2 (exempt 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. horizontally and 24 inches on center vertically. N1102.4.5 (R402.4.5) Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage from seismic provisions of code per Exterior walls with flexible finishes L/180 6. EACH REACTION FORCE AND DIRECTION. g masonry 9 between conditioned and unconditioned spaces. All recessed luminaires shall be IC-rated and labeled as having an air leakage rate ) 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR �Ii R703.8.5 Flashing shall be located beneath the first course of mason above finished round level above the foundation wall or slab and at R301.2.2 ( • ) other points of support., including structural floors, shelf angles and lintels where mason veneers are designed in accordance with P 9 9 Lintels supporting mason veneer L 600 P PP 9 9 masonry 9 not more than 2.0 cfm (0.944 L/s) when tested in accordance with ASTM E 283 ata 1.57 psf (75Pa) pressure differential. All PRESUMPTIVE LOAD-BEARING VALUE OF SOIL: 2,000PSF Per TABLE Pp g rY EXCEPT WHERE SYMMETRICALLY ,. ` section R703.8. recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. 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 9 9 g 9 R401.4.1 Includes soil classes: GW, GP, Sw, SP, SM, SC, 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. 6 C402.4 (R402.4.6) Tenant Separation Walls (Mandatory), Fire Separations between dwelling units in two-family dwellings and multiple GM, and GC. 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. � not be less than 3/16 inch in diameter. Weepholes shall be located immediately above the flashing. single-family dwellings (townhouses) shall be insulated to no less than R-10 and the walls shall be air sealed. 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. f_ 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) NOTE: Soils with clay or clay and silt will require a redesign 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. Q and walls closer than 10 feet 1;3048 mm) to a building on another lot. of building footings. 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. F- Section N1103 (R403) U) se Exception: Walls perpendicular to the line used to determine the fire separation distance. Systems WOOD FLOOR TRUSS SPECIFICATIONS: (� R801.3 Roof drainage in areas where expansive soils or collapsible soils are known to exist: All dwellings shall have a controlled method of A B B R EV I AT I 0 N S WOOD FLOOR TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF Z U water disposal from roofs that will collect and discharge roof drainage to the ground surface not less than 5 feet from foundation N 1103.1 (R403.1) Controls (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. THE BUILDING CODE. LTJ N 1103.1.1 (R403.1.1) Programmable thermostat. The thermostat controlling the primary heating or cooling system of the dwelling unit shall A.B. ANCHOR BOLT 2 walls or to an approved drainal)e system. D.S. DOWNSPOUT LT. WT. LIGHTWEIGHT RNG RANGE be capable of controlling the heating and cooling system on a daily schedule to maintain different temperature set points at A.F.F. ABOVE FINISH FLOOR 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: � R802.1.5.4 Labeling each piece of Fire-retl3rdant treated lumber and wood structural panels shall be labeled per section 802.1.1. DTL DETAIL LT. LIGHT R.O. ROUGH OPENING 1 different times of the day. This thermostat shall include the capability to set back or temporarily operate the system to maintain ADJ. ADJACENT/ADJUSTABLE R D (EQUATION 16-8) U R802.4.2 Framing details. Rafters shall be framed not more than 1 M inches (38 mm) offset from each other to ridge board or directly zone temperatures dawn to 55'F 13'C or u to 85'F 29'C . The thermostat shall initial) be programmed b the manufacturer EA EACH LVR• LOWER RISER D + L C UATION 16-9 O P ( ) P ( ) Y P 9 Y A.F.T. ABDVE FINISH TREAD 'Q ) opposite from each other with a collar tie. 802.3 Ridge board shall be not less than 1 inch (25 mm) nominal thickness and not E.J. EXPANSION JOINT L.T.LTLAUNDRY TUB RNID ROUND 0 with a heating temperature set point no higher than 70'F (21'C) and a cooling temperature set point no lower than 78'F (26'C). ALUM. ALJMINUM less in depth than the cut end of the rafter. At valleys and hips there shall be a valley or hip rafter not less than 2 inch � ELEC. ELECTRICAL D = DEAD LOAD, L = LIVE LOAD, ( ) P supply g 9 pipe ANCH. ANCHOR MAS. MASONRY S.C. SAWCUT (51 mm) nominal thickness and not less in depth than the cut end of the rafter. Hip and valley rafters shall be supported at N1103.2 R403.2 Hot water boiler outdoor temperature setback. Hot water boilers that su I heat to the building through one or two I e ELEV. ELEVATION < ANGLE MAT. MATERIAL SCHEM. SCHEMATIC the ridge by a brace to a bearing partition or be designed to carry and distribute the specific load at that point. Where the roof heating systems shall have an outdoor setback control that lowers the boiler water temperature based on the outdoor temperature. EQ. EQUALLOOR TRUSSES SHALL BE 16 PSF, TO SUPPORT THE FOLLOWING DESIGN LOADS: ARCH. ARCHITECTURAL MAX.MDMAXIMUM SHL. SHELF TCLL = 40 PSF, TCDL = 10 PSF, AND BCDL = 5 PSF pitch is less than three units vertical in 12 units horiizontal (25 percent slope), structural members that support rafters and ceiling N1103.3 (R403.3) Ducts. Ducts and air handlers shall be installed in accordance with Sections N1103.3.1 through N1103.3.8. ® AT EQUIP EQUIPMENT MDO MEDIUM DENSITY OVERLAY SHT. SHEET joists, such as ridge beams, hips and valleys, shall be designed as beams. 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 EXP. EXPANSION SIMILAR 11ec, ( ) Supply MECH. MECHANICAL SIM. TRUSSES SHALL HAVE A MAXIM1114 LIVE LOAD DEFLECTION OF L/480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". Where ceiling joists or rafter ties are not provided, the ridge formed by these rafters shall be supported by a wall or girder (76.2 mm) in diameter and greater and R-6 where less than 3 inches (76.2 mm) in diameter. Supply and return ducts in other BD. BOARD EXT. EXTERIOR MIN. MINIMUM S.S. STAINLESS STEEL designed in accordance with accepted engineering practices. portions of the building shall be insulated to a minimum of R-6 where 3 inches (76.2 mm) in diameter or greater and R-4.2 BLDG. BUILDING EE. EACH END STh, STEEL TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN R802.7.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated where less than 3 inches (76.2 mm) in diameter. BM BEAM M.O. MASONRY OPENING STRUCTURAL DRAWINGS SHALL INCLUDE THE FOLLOWING INFORMATION: members, cross-laminated timber members or I-joists are prohibited except where permitted by the manufacturer's STRUCT. Exception: Ducts or portions thereof located completely inside the building thermal envelope. BTM BOTTOM F C MIL• METAL SUSPENSION 1. DEPTH, SPAN, AND SPACING. p p p y g p / FLOOR COVERING CHANGE SUSP. recommendations or where the effects of such alterations are specifically considered. BLKG. BLOCKING SGD SLIDING GLASS DOOR 2. LOCATION OF ALL JOINTS. N1103.3.2 (R403.3.2) Sealing (Mandatory). Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with section F•D• FLOOR DRAIN N.I.C. NOT IN CONTRACT 3. REQUIRED BEARING WIDTHS. r_ r` r- R802.8.1 Bridging. Rafters and ceiling joists having a depth to thickness ratio exceeding 6 to 1 based on nominal dimensions shall be BRG. BEARING SQ, SQUARE supported lateral) b solid blocking, diagonal bridging wood or metal or a continuous 1 inch b 3 inch wood stripnailed across M1601.4.1. FDN. FOUNDATION (NTS) NOT TO SCALE 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. IL T C) ~ ao PP y Y g g g g ( ) y Exceptions: BRK BRICK FLR. FLOOR TB TOWEL BAR 4.2. TOP CHORD DEAD LOAD. p r N cr`,. C4 .R the rafter or ceiling joists at intervals not exceeding 8 feet. BSMT BASEMENT R802.9 Trimmer joist: single header and trimmer for openings u to 4'-O" and doubled over 4'-O" unless otherwise noted on Ian. 1. Air-impermeable spray foam products shall be permitted to be applied without additional joint seals. FIREPLACE T & G 4.3. BOTTOM CHORD LIVE LLOA CL CENTER LINE O.C. ON CENTER TONGUE AND GROVE ORD DEAD 0 gP P 9 P ( ) Y C.M.U. CONCRETE MASONRY UNIT F.R.• IRE RATED TOP OF GRADE SLAB 4.4. BOTTOM CH LAD. 2. For ducts having static pressure classification of less than 2 inches of water column 500 Pa , additional closure systems shall OPER. OPERATOR TGS 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. Connect with tecos for header joist spans of 6'-O" and greater. not be required for continuous) welded joints and seams and locking-type a oints and seams of other than the snap-lock lock and FRM FRAME TFVy TOP OF FOUNDATION WALL R806.3 Vent and insulation clearance. Where eave or cornice vents are installed, blocking, bridging, and insulation shall not block the free q Y 1 g-tyP j p- C.J. CONTROL JOINT FT, FOOT / FEET OPNG. OPENING lYP TYPICAL 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. COL. COLUMN flow of air. Not less than a 'I inch space shall be provided between the insulation and the roof sheathing and at the location of button-lock types. FTG FOOTING OPT. OPTIONAL T TREAD 6. EACH REACTION FORCE AND DIRECTION. N1103.3.3 (R403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage. CONC. CONCRETE O.S.B. ORIENTED STRAND BOARD 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR the vent. GAGAUGE TR TOWEL ROD EXCEPT WHERE SYMMETRICALLY N1103.4 (R403.4) Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C) COND. CONDITION OZ. OUNCE TRIPLE ( ) ( ) Equipment g y g (Mandatory). CONT. CONTINUOUS GALV• GALVANIZED / TRPL LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. Section R807 Attic Access or below 55'F 13'C shall be insulated to a minimum of R-3.N1103.7 R403.7 E ui ment sizin and efficiency rutin Mandato 1 R ONE ROD 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. G.C. GENERAL CONTRACTOR with combustible ceiling or roof construction shall have an attic access opening to attic areas that have a Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on building loads calculated in accordance CONST. CONSTRUCTION 1/g ONE SHELF U.N.O. UNLESS NOTED OTHERWISE g, CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS TRUSS PLY TO PLY AND FIELD SPLICES. R807.1 Attic access. Buildings 9 with ACCA Manual J or other calculated in accordance with ACCA Manual J or other approved heath and cooling calculation CTSK. COUNTERSUNK GEN. GENERAL UES. vertical height of 30 inches (752 mm) or greater over an area of not less than 30 square feet (2.8m2). The vertical height shall PP g g PC POURED CONCRETE 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. Z methodologies. C.O. CASED OPENING GYPSUM VERT, VERTICAL 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. z z z z z z be measured from the top of the ceiling framing members to the underside of the roof framing members. G.L. PBD. PARTICLE BOARD O o_ O o o O N1103.6 (R403.6) Mechanical ventilation (Mandatory) The building shall be provided with ventilation that meets the requirements of the 2015 CANT. CANTILEVER GLUE LAM PL PLATE V.I.F. VERIFY IN FIELD 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. The rough-framed opening shall be not less than 22 inches by 30 inches (559 mm by 762 mm) and shall be located in a International Mechanical Code as amended), the 2015 International Residential Code as amended), or the New York Cit C.T. CERAMIC TILE HGT. HEIGHT W WASHER 55 hallway or other readily accessible location. Where located in a wall, the opening shall be not less than 22 inches wide by 30 ( ) ( ) Y PNL. PANEL : � Z � Z w Construction Codes, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have CLG. CEILING HDWR. HARDWARE PWD W/ WITH DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-CEILING a_ M � a_ X of inches high (559 mm wide by 762 mm high). Where the access is located in a ceiling, minimum unobstructed head-room in the C.M. CROWN MOULD HORZ. HORIZONTAL,HORIZONTALLY PLYWOOD automatic or gravity dampers that close when the ventilation system is not operating. WD. WOOD ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING SHALL attic space shall be 30 inches (762 mm) at some point above the access measured vertically from the bottom of ceiling framing C.R. CHAIR RAIL HD.WD. HARDWOOD PF. PREFABRICATED DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING HR. HOUR W.W.F. WELDED WIRE FABRIC - members. See Section M1305.1.3 for access requirements where mechanical equipment is located in attics. PR. PAIR MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR-CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: ( ) Lighting Y HDR. HEADER PROJ. PROJECT / PROJECTED WO OR W 0 WALKOUT o Section N1104 R404 Electrical Power and Li htin Systems D DRYER / FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WFR OR PERFORATED r,ruDrDC PENNY WNDW WINDOW LO Section R902 Fire Classification N1104.1 (R404.1) Lighting and equipment (Mandatory). Not less than 90 percent of the permanently installed lighting fixtures shall contain only HB HOSE BIB PSI POUNDS PER SQ. IN. MATERIALS: DRAFTSTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PAINELS. 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 high-efficacy lamps. DBL DOUBLE PSF POUNDS PER SQ.FT. 9 Y P I.D. INSIDE DIAMETER TYPICAL ROOF & FLOOR TRUSS NOTES: N DIA. DAIMETER P.T. PRESSURE TREATED roofing shall be installed in jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 INGR. IN GROUND DTR. DIRECTION * n QUAD. QUADRUPLE i Q Q feet (914 mm) from a lot line. Class A. B and C roofing required by this section to be listed shall be tested in accordance with Section M1305 Appliance Access DN DOWN INSUL. INSULATION TRUSSES SHALL BE DES.�NED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF UL 790 or STM E 108. M1305.1 Appliances access for inspection service, repair and replacement. Appliances shall be accessible for inspection, service, repair and DR. DOOR INT. INTERIOR REQ'D REQUIRED METAL-PLATE-CONNECTED WOOD TRUSSES SHALL COMPLY WITH ANSI/TPI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY H CA R 902.4 Rooftop mounted photovoltaic panel system. Rooftop mounted photovoltaic panel system installed on or above the roof covering replacement without removing permanent construction, other appliances, or any other piping or ducts not connected to the DW I.S. INSIDE CORNER REF. REFER TO REFERENCE A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. shall be tested, listed and identified with a fire classification in accordance with UL 2703. Class A, B or C photovoltaic panel appliance being inspected, serviced, repaired or replaced. A level working space not less than 30 inches dee and 30 inches wide DISH WASHER RMS. ROOMS * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID LL1 P P PP 9 P P P 9 P P DWG. DRAWING JOINT REINF. REINFORCING,REINFORCED FIXTURES DURING ASSEMBLY TO INSURE TIGHT FITTING JOINTS. system shall be installed in jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 (762 mm by 762 mm) shall be provided in front of the control side to service an appliance. 2 v KSI KIPS PER SQUARE INCH * TRUSSES SHALL BE INSTALLED PLUMBIN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS a- 0 feet (914 mm) from a lot line. M1305.1.3 Appliances in attics. Attics containing appliances shall be provided with an opening and a clear and unobstructed passageway large } R 903.2.1 Exposed wall flashing required to have akick-out where the eave of the roof intersects a wall to prevent water intrusion into the enough to allow removal of the largest appliance, but not less than 30 inches (762 mm) high and 22 inches (559 mm) wide and RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN m DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS � o wall assembly. not more than 20 feet (6096 mm) long measured along the centerline of the passageway from the opening to the appliance. THE SBCA BUILDING COMPONENT SAFETY INFORMATION (SCSI) GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING & BRACING OF METAL PLATE > 14 Y R 905.1.2 An ice barrier/ water shield shall be installed per manufacturers specifications, to maintain product warranty. Carry down M1307.3 Elevation of ignition source. Appliances having an ignition source shall be elevated such that the source of ignition is not less CONNECTED WOOD TRUSSES. Ww w front of fascia, min 4 typical. Apply ice & water shield in fair weather when the air, roof deck and membrane are at than 18 inches (457 mm) above the floor in garages. * TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A U s a temperatures of 40 degrees Fahrenheit or higher. Ice protection requirements per table R301.2(1). Install ice & water 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 REGISTERED DESIGN PROFESSIONAL. Z U o shield at all eaves, gable ends, hips & valleys. On roofs slopes less than 4:12, entire roof to receive ice & water every 45 degree bend and 5 feet for each 90 degree bend. Install booster fan for additional lengths. Clothes dryer exhaust system GRAPHIC SYMB0LS * THE CONTRACTOR IS RESPONS19L.E FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY BRACING HAS (D shall comply with code section M1502 listed and labeled in accordance with UL2158A. Exhaust duct size shall comply with code BEEN DESIGNED AND INSTALLED FOR THE INSTILLATION OF 11iE TRUSSES. shield. PY PYLu R 905.2.2 Slope. Asphalt shingles shall be used only on roof slopes of two units vertical in 12 units horizontal (2:12) or greater. For roof section M1506. Cl)W 9 ~ slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double DET ® STRUCTURAL CALC. REFERENCE WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING 0 ET z DETAIL REFERENCE - All general notes unless otherwise noted on plans or product specifications. F+� Q underla menta application is required in accordance with Section R905.1.1. G2415.7 (404.7) Protection against physical damage: Where piping is installed through holes or notches in framing members and the piping w Y PP q - All applicable state & local codes, ordinances and regulations if any. ❑ R 905.2.5 Fasteners. Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 is located less than 1 'M inches (38 mm) from the framing member face to which wall, ceiling or floor membranes will be SHT FLOOR FINISH pipe protected pipe framing CHANGE - In areas where the drawings do not address methodology, the contractor shall be bound to perform strict p T gage [0.105 inch (3 mm)] shank with a minimum 3/8 inch diameter (9.5 mm) head, complying with ASTM F 1667, of a length to P P P Y P P P 9 compliance with manufacturers specifications and / or recommendations. W penetrate through the roofing rnaterials and not less than % inch (19.1 mm) into the roof sheathing. Where the roof sheathing is not less than 4 inches (51 mm) to each side of the framing member. Where the framing member that the piping passesal 0 s 9 P P P P P 9 # DOOR HARDWARE TYPE - General contractors and subcontractors to review these construction documents upon receipt from architect � W less than /, inch (19.1 mm) thick, the fasteners shall penetrate through the sheathing. through is a bottom late, bottom track, to late or to track, the shield plates shall cover the framing member and extend not CD 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 less than 4 inches (51 mm) above the bottom framing member and not less than 4 inches (51 mm) below the top framing DET DET and report any and all discrepancies including any dimensional conflicts, immediately to architect for � m 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. - - - BUILDING SECTION corrective measures prior to construction. Z DO NOT SCALE DRAWINGS aj G2426.71 502.71 oar win Ian equipment vent terminals shall be located such that doors cannot swing within 12 inches . DIMENSIONS SHALL or into the gutter. Where siding is provided on the vertical sidewall onto the roof or into the gutter. Where siding is provided on ( ) D swing. Appliances and equ p nt 9 SHT SHT L BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. � � 305 mm horizontal) of the vent terminal. Door stops or closures shall not be installed to obtain this clearance. # PARTITION TYPE - The general notes and typical details apply throughout the job unless otherwise noted or shown. Z Q the vertical side wall, the vertical leg of the flashing shall be continuous under the siding. Where anchored masonry veneer is ( ) Y P �'' 9 YP PPY 9 1 O o Q\ Co provided on the vertical sidewall, the base flashing shall be provided in accordance with this section and counterflashing shall be G2427.8 A mechanical draft venting system, excluding direct vent appliances, shall terminate not less than 4 feet below, 4 feet horizontally - DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the ? I provided in accordance with Section R703.7.2.2. from or 1 foot above any door, operable window or gravity air inlet into any building. The bottom of the vent terminal shall be contractor, a discrepancy exists, the contractor shall promptly report it to the architect for proper U) . .. "' ""' 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 located not less than 12 inches above finished ground level. adjustment before proceeding with the work. 0 �N�CBE T �'A� overlapped not less than 2 inches (51 mm). Drip edges shall extend not less than 14 inch (6.4 mm) below the roof sheathing 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 - OMISSIONS: In the even certain feature of the construction are not fully shown on the drawings, their �� , 0,, c 1 y and extend u back onto the roof deck not less than 2 inches 51 mm . Dri edges shall be mechanical) fastened to the roof from any air opening into the building. Such an appliance with an input over 10,000 BTU per hour but not over 50,000 BTU per P ( ) P 9 y hour shall be installed with a 9 inch vent termination clearance. construction shall be of the same character as for similar conditions that are shown or noted elsewhere on E= '.y �� m deck at no more than 12 inches (305 mm) o.c. with fasteners as specified in Section R905.2.5. Underlayment shall be installed the construction document set. r.®1 14 z over the drip edge along eaves and under the drip edge along rake edges. The vent terminal of a direct vent appliance with an input of over 50,000 BTU per hour shall be located not less than 12 inches Q U) from an air opening into the building. - All work is to be performed in a professional manner and in accordance with best practice and consistent 2 : --I �_�. ,' < R 1001.1 Masonry fireplaces & chimneys to be constructed in accordance with Section R1001 and the applicable provisions of Chapters 3 Y P 9 9 LJJ �` with manufacturer's and supplier's recommended installation procedures. �jA ,� „ and 4 of this code. 2 �� .11' R 1003.9 Termination. Chimneys shall extend not less then 2 feet higher than any portion of a building within 10 feet, but shall not be less Section G2439 (614) Clothes Dryer Exhaust - The architect hcs not been retained to perform framing inspections and / or field inspection. The architect U �� 10 than 3 feet above the highest point where the chimney passes through the roof. G2439.1 (614.1) Installation. Clothes dryers shall be exhausted in accordance with the manufacturer's instructions. Dryer exhaust systems is therefore not responsible for any and all conflicts including weatherazation, water proofing and framing shall be independent of all other systems and shall convey the moisture and any products of combustion to the outside of the with respect to the construction documents. ElY0R Section R1004 Factory-Built Fireplaces building. PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER 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) Dryer exhaust duct power ventilators. Domestic dryer exhaust duct power ventilators shall be listed and labeled to UL 705 ("REGULATIONS"), 8 NYCRR 69.5, ENTITLED "SEALS", AN ARCHITECT WHO SEALS "PLANS, SPECIFICATIONS AND REPORTS" MUST PLACE •• •••••.. ................................... built fireplaces shall be tested in accordance with UL 127. for use in dryer exhaust duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the A STAMPED WARNING ON THE SEALED DOCUMENT INDICATING THAT: IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING JOB NUMBER R 10004.5 Gasketed fireplace doors. A gasketed fireplace door shall not be installed on a factory built fireplace except where the fireplace manufacturer's instructions. UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AND ITEM IN ANY WAY. system has been specifically tested, listed and labeled for such use in accordance with UL 127. 2 O 1 6 O 2 3 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 �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 UNITS 91 (MODEL Al ) L,J� w material shall be installed in manner that prevents water entry into the building. Counterflashing into the opening of pipe serving Q SHEET NUMBER Energy Efficiency as a vent terminal shall not reduce the required internal cross-sectional area of the vent pipe to less than the internal 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 cross-sectional area of one pipe size smaller. 1-1 2 cellulose) shall be written in inches (mm) ix markers that are installed at least one for every nim square feet (28 mz) throughout 9 2 (MODEL Al ) O the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with numbers not less than 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam U) thickness and installed R-value shall be listed on certification provided by the insulation installer. LTJ COPYRIGHT GRCH ARCHITECTURE P.G. 2017: ALL RIGHTS RESERVED WHEN NOT ALI6NED WITH RAFTER, ��X F- 66--W CONNECT KING STUDS TO TOP PLATE ATTAOTO EACH PAR ROOF FRAMING WRAP 1-1/4"X22 6A.6ALV.COIL STRAP Z CS-W X 24'MR6F OPP03N6 RAFTERS OVER TOP OF TOP PLATE AND NAIL 2x4 OR 2xb W ATTACH TO EACH PAR RGti1 R FR ROGf 2x AGO LEG6ER W/2-3/8"x5" LAO �TOP�.� CRIPPLE"O.C. STUDS PLAN BOLTS o 161 OG INTO STUDS V 5� PLAN 51MP50N 5TRON6-TIE 2X BLOCKING Z 0 V A35 0 EVERY RR AT 2 END BAYS 2X4 STUD WALL OR SM'SON 6TRar7 SMISM STRaNS - - CEILING J015T OR NSTHz,�� O 51MP50N STRONG TIE H2 8D NAILS -�M5 tV TF465 BOTTOM CHORD SIMP50N H2 GONt EGTOR 0 EA ` �S NP ROES STWP� 51U41 DE ATTAC#1®TO FJIGfiI PAR OF OFPG5N6 RADS. ALT132NATE TO RIDGE STRAP, SIMPSON STRONG-TIE H3 a EVERY RR RAFTER TO STUD AND KINGS U , *6 � t'! o, TYP FOR USE WHEN 511A75 AND USE IN GOM31NATiON ON..Y V�tEN STUDS AND �M:RGYE STRAPS AHS Not'REQS P111H1 CGLLAR TL•5 AR PROVIDE 2X4 COLLAR TIE AT (WHEN ALIENED) � � � o c NOMNAL DNi OR 2X4 LLMd3t AIS IlILATED N THE UFfBt THRD GF THE UPPER THIRD OF THE ATTIC SPADE �,, N}; W/4-IOd AT EACH RAFTER) CS-22 STRAP AT F- m 3 A116H 'RAFTMRS DO NOT ALI6N ATTIC SPACE APD ATTKIfD TO EACH PAR OF RAFT13L5 W/4HOd NAILS EACH STUD,SEE � '= m*5 Z - L.SU26 FOR 2x6 DETAIL 4 Z i �Cn;a Cl) L5U28 FOR 2x8,2x10,OR 2x12 Q W c Cl) m FRAMED G _ �' CD wl OR ❑ U M �RIDOE 5TRAP DETAIL / RID 67E STRAP DETAIL -LU.2a @N STRON&-TIE 2x4 S 2xb � DOOR � (FOR CATH.GL65 WUTOLLAR TIES) / (WITH OR WITHOUT DOLLAR TIES) SIMPSON o EVERY GJ STUDS® Ib'O.G. NO SPECIAL FT � _ 2 2x ACO LEDGER W/3/6'x5'LAO CONNEGTOR5 REQ a 4erv'�nlsr. :ETELAT // 3 NLTS. LOCATE AT EVERY RAFTER BOLT o I6"oG INTO STUDS " IN THI5 AREA SRPr�GN STRONG 51rP'ON STRAPPING TO BE 1-V4 X 22 6A. TE LT5 TE O / 6ALV.,SEE DETAIL 4/DI.ALL STRAPPING N 6nm op OVHL ILS our"IOPb M( X usip f Ai'PLF� / PORCH ROOF GABLE END WALL TO BEAR A MIN.OF 10"ON FRAMING. 80 NAILS TVP. RAPP I NO DETAIL DETAIL AT ATTICFOR USE WIf31 STUDS AND USE IN GOhHINATION ONLY WHBd STUDS AND / q4� Z (RAFTERS AL16N 'RAFTERS DO NDT ALIGN I I N.T5. STRAPPING TO RUN ONTO RIM J015T,SEE � DETAIL Q/DI(ONE STORY)OR ONTO STUD U ROOF RAFTER HURRICANE TI E5`\ AT WALL BELOW frwo STORY) 02T.S. `LOCATED AT EVERY ROOF RAFTER \ A'�TTI G o ` 5TP.APP I NO DETAIL P09 �, i2 FOR FRAME GONNEGTIONS 0 M W,,R5-4 AT BDS Ln DI N.TS. F- L r J MST048pr r-MIN(2)2x " . " 4-I6d FACE NAILS FROM Z \V) 2ND FLOOR /� 1W OR 4X PROVIDE 3 X31(b X3 WASHER PLATE AT ALL ANCHOR BOLTS KING STUD INTO HEADER ❑ `// M5TCAW SEGURED BY WOOD SILL PLATES. / COLUMN P05T TOP ANCHOR � NALS 51MP50N PAB OR 5B ANCHOR BOLTS MAY BE U5ED IN LIEU OF T 1� THREADED ROD W/WASHER PLATE. HD LR46Tf1 / N.TS. LOCATE AT EV1®2Y GOLLIMW GIRDER GOPAGGTION H/2"LP I" PROVIDE 3'X6'X.036'6ALV.STEL.PLATE W a MR i( END OF 6RP 6-SD NAILS AT CORNERS AND INTER5EGTIN6 (4)NALS MN IN r-- -� N� -� n"LENGTH(TYPE I 1 �� 12-SD NAILS AT ATEUTi JOIN STEEL N-5TRA16K 51MP50N LSTAI2 STRAP NU I WALLS WARE THERE SINGLE PLATE OR HEADER 5-I00 NAILS EACH END AT CLEAR SEMI ( Iwo Air LBNOTH \ / 24 MINIMUM LAP SPLICE 2X6 KIN6 STUDS NON), EACH JAGK STUD ONE AT SPANS UP TO b FEET 101*1 NAILS TWO FOR SPANS b TO 12 FEET O 2 7/S 5/8"� A301 ROD THREADED b"BOTH ENDS. TFC FOR SPAN512 TO Ib FEtT 2X6 JACK ST11D5(UANJ: � w 12-16D MIN.NAILS ONE AT SPANS<b T FROv�� BarroM FRE-RENT 3/4"AND I"RDD AT 51MP50N STEEL STRONG WALL,�PLANS AT ALL SPLICES � F.L. T�, EW LftTH I CJ r FLOOR NAILS TWO AT SPANS FROM V TO 12' F- THREE AT SPANS>12' W 12 MN � N UNLESS NOTED OTHERWISE ON PLAN � SABu�OR�ABu 6,SEE PLAN 2'X3/"X3'WASHER PL W/NUT EACH SIDE p (r LNAILS TH OWa 05-22 COIL STRAP I UPPER 5TORY SHEAR m ( 1 WALL TO GIRDER ALTERNATE ANCHOR BOLT DETAIL ® EXTERIOR WALL ❑ W FLOOR TO FLOOR TIES I l � BELOW GONNEGTION Q 4 I POR SET BACK WALLS HDU HOLD-DOWNS AND ST�ZONO WALL DOUBLE TOP WALL PLATE SPLICE DETAIL HEADER GONNEGTION N.T5. LOCATED AT EVERY STUD \ 1/2.0 HOOKED ANCHOR BOLT HIT \ FOUNDATION MINIMUM B438XENT OR EXPANSION (� N.TS. 14 15 I6 NOfE I \ BOLT W/5'MINIMUM EMBED ENT 1 RTS. N.T5. r COL STRAPS KOHL SNEATHNB PROVIDE:bd CAIANCN(OIC x 25 0 6)MILS I \\ N.TS. U COL STRN'S OVHL OUTIAN6 PROVOS IOd CGt,1,tON(49A x 5"LONG)NAILS. `\\ GOLUMN P05T BOTTOM ANCHOR 6 ALLOWABLE HOLES - co LOCATE AT EVERY COLUMN/61RDL9Z GOMIEGTION TRar�Ht✓��MIAHORID 8D NAIL®b"O/G AT ALL PANEL EDGES 16D NAIL®24'0/G �" U \ PR XE Od NV5 Ta'_WLW 160 NAIL a 24"0/6 LVL Headers and Beams As ft WF4M 51MP50N HGP HIP 51I�R, SHEATHING PLYWOOD W Microllam® LVL Far RArTtTc INTERIOR 1.3E TimberStrande and NOTE,WHERE 24'WIDE MINIMUM FULL HEIGHT MALS MINL N CORNER TIE WALL RETURN 15 PROVIDED AT ENDS OF I a NAILS (Tl P) r - - LSL hole zone hole ParaIZaome PSL largest h le(min2 x diameter of hmum)e Y3 depth O BRACED WALL LINE THE b"HOUDOWN MAY I �' 0 BE ELIMINATED. PROVIDE TWO(ONE AT EACH 13/4' SIDE)CS-22 STRAPS PER DETAIL 4 IN LIEU OF I _SS1MP5ON eP WASHER n LeN�m(MN) SD NAIL ANE EB - L5TA3b STRAPS SHOWN IN THE DETAIL NAIL SHEATHING TO � ,`` ° o AT ALL PANEL ED6E5 EXTERIOR INTERIOr d o I SILL PLATE H^I/bd 2x AW SILL PLATE. DOUBLE o - NAILS 0 410/6 SILL AT FULL BASEMENTS 6YP511M BOARD 0 0 0 _I T'MINIMUM SBOLTTSAMAX.2'-8"p� - - - - - sx to R�r wUer 8D NAIL B 12'0/G AT ALL Microllam® LVL and EMBEDMENT EXTEND BOLTS MIN.T'INTO G5-22 COIL STRAP jwa 6781E TO Ri U MEMBERS NOT AT PANEL ED6E5 Parallam®PSL FDK WITH TIGHTENED NU'r t MIN. allowed hole zone 3'x 3'WASHER TO EACH BOLT. middle Y3 span PROVIDE TERMITE SHIftD SILL (2)2 x ALQ S PS N LTP4 PLATE NNID r0 arsm COL yip 15/32"05B OR -L5TA36 W/l0-IOd NAILS *4 CONTIN10U5 BAR SEAL AND MAINTAIN 8'MIN �� RM AT 5LL PLATT Alio/G �r fi�cn rvrT9z wtt PLYWOOD SFEATHIN6 INSIDE CORNER OUTSIDE CORNER LOCATED 2'TO 6' AT EA6.NAc Nr>3 YE d 1.3E TimberStrande LSL allowed hole zone d r` r` ti INTO STUD ABOVE AND FROM WD TO FINISHED GRADE BELOW(2 FAGH CORNE-(M FROM TOP OF WALL tMl A6 HT3t TAKE!JD Wl'GM PLAN VIEW PLAN VIEWNOTEs _ _ Tall=2,g80� r` � Co COIL STRAPS UNDER SFEATHHRN6 PROVIDE,ed GONt•10N(0.131 x 25'LONE)NAILS.COIL EXTERIOR WALL TOP General Notes a N N I: Naq SE FOUNDATION PLAN O N M Co N STRAPS OVER 5HFA1HIN6 PROVIDE,ION COMMON(0.131 x 3'LONG)NAILS. HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniformly,loaded EXTERIOR CORNER DEPTH HOLE SIZE headers and beams only. LAY-OSIER OR FALSE VALLE"r PLATE HIP GONNEGTI ON 4r" 1" • Round holes only nd 5TORY GORNER GONNEGTORS 8 TYPIGAEL 1-�NG>�-IDR BOLT a STUD TO RIM J015T TO SILL PLATE I� Ti APPINC DETAIL IS WALL FRAMING 5y2' *;' • No holes in cantilevers. 7Ya'to 20" 2" • No holes in headers or beams in lank orientation. N.TS. LOCATED AT E1/eRY CORNER N.TS. LAGATION A5 NOTED N.T.S. LOCATE AT EVERY STUD N.TS. N.TS. See illustration for Allowed Hole Zone p DO NOT cut,notch or drill holes in headers except as Indicated in illustrations and tables. Z z z z z z A MINIMUM OF TWO BRACED WALL LINES(BWL.)ARE REQUIRED IN EACH DIRECTION OF A BUILDIN6. BWLS SHALL NOT BE SPACED vamm 5TRAP AND WALL,S1f_ATHN6 n EXT fED STRAP AND WAL.aEATHI% O O_ O O_ O O MORE THAN 60 FT APART. WALL5 WITHIN A BWL SHALL NOT BE OFFSET BY MORE THAN 4 FEET FROM A BWL. Bill-LOCATIONS ARE TO TOP OF PONY WALL F USM-\.,I I NOTE, TO TOP CF PONT WALL F USED 5� 5� 5� to INDICATED ON FLOOR PLANS �PONY WALL MAY BE I I 2 FT MAX PONY WALL MAY BE I Cu w Lu Til w 6W-6N PT V H0.D�A"M AT 66-W WRAP A BRACED WALL PANEL(")SHALL BEGIN WITHIN 10 FEET OF EACH END OF A BI-L. THE DISTANCE BETWEEN ADJACENT PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER WNL PJ•D PAN35(i`AT4:A)fM AS REQS EDGES OF BWPS SHALL NOT BE 6REATER THAN 20 FEET. THERE SHALL BE A MINIMUM OF TWO BWP ON EACH BWL EXCEPT AT ® AT DRAG®W41 PETALS G AND R WALLS< 16 FEET LONG MAY HAVE ONE 48"OR LON6ER BHP. BWP'S ARE TYPICALLY 05-W5P SHEATHED BRACED WALL PANELS �O ® (TYPE A)OR GYPSUM BOARD 65(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS A5 NOTED ON PLAN WHERE BHP TYPES A 3 VY WIDE LVL HFAD93R(5 F PILAW o ® 15 IOD NN 5 AT DfT1Z AND B DO NOT allAUFY DUE TO MINIMUM LENGTH REQUIRET4=NT5 OR ADDITIONAL GONTRIBUTIN6 LEN6TH OF BHP 15 REQUIRED. GONT1Nlg15 TO oUTSdDE OF P! N ® BHP TYPES ARE INDICATED ON FLOOR PLANS. 0 N 0 3/8'0 THREADED ROD Z Z 0 C5-W5P CONTINUOUSLY SHEATHED BRACED WALL PANELS(TYPE A)SHALL MEET NOTE,WHERE 24'WIDE MMMUM FULL HEIGHT THE MINIMUM LENGTH REQUIREMENTS OF TABLE RbO2.105. NAIL N°'MINIMUM WALL CONTINUOUS IV'4 MIN DEEP HEADER TO CONTINUOUr IIV�MIN DEEP HEADi R TO WALL RETURN 15 PROVIDED AT ENDS OF SHEATHING WITH 8d NAILS o 6'0/0(EDGES)AND 12"O/G(FIELD)AND PROVIDE 2X OUT5IDE KING STUD(SEE FLAW OUTSIDE KIN&STUD(SEE PLAN) PANG,EPEE � GS.+&BRACED WALL LINE THE 8001 BLOCKING AT ALL UNSUPPORTED PANEL EDOE5. PROVIDE boo POUND HOLDOWN FASTEN i'SHEATHING TO HEADER NV � FASTEN J'SHEATHING TO HEADER W/ � Z HOLDOWN MAY BE ELIMINATED. PER DETAIL IQ OR 20 AT ENDS OF BRACED WALL LINES THAT DO NOT HAVE a BD NAILS a 3'O/G IN FAGH DIiRE0T10N a 8D NAILS.3'o/G IN FAU1 DIRECTION MIN PANEL W EITHER A 24'MINIMUM FULL HEIGHT WALL RETURN OR A 48'MINIMUM BHP. W SIMPSON L5TA24 STRAP ON BOTH SIDES AND Uj SIMPSON L5TA24 STRAP ON Ui5H EATHED HE16K(FT) WIDTH'L" TRIM TOP OF PANS A5 REQ'D 0 TABLE 8602.105 MINIMUM LENGTH REQUIREMENTS OF GS-W5P 1Q� EACH HFADFrL To JACK SLOP W/I6-I00 NAILS "` FACE W/16-M NAILS 26,CONTINUOUSLY SHEATHED BRACED WALL PANELS q 320 b-114"WS SCREWS O W FASTEN TOP PLATE TO HEADER W 2 /0 � FASTEN TOP PLATE TO HEADER W 2 m ROWS OF I6d NAILS a 3b/G z ROWS OF 16d NAIHS a 3'O/G zO 10 34 PORTAL STRAPS I/2'FROM BOSE ON W Q W WALL AJAGENT CLEAR MINIMUM LENGTH OF p s p U II 38' BOTH SIDES(4 STRAPS PH3R PAN6a HE16HT(FT) OPN6 HEIGHT BRACED WALL PANE. (2)JACK STUDS MIN.OR PER PLAN Y SIMPSON CM COUPLER NUT <64' 24' (2)JACK STUDS MIN OR P132 PIAN O 12 42' „ 0 r h x $ 64'TO 80' 32' ~ ~ BLOCKING AT PANEL ED6E5 V O BLOGKIN6 AT PANEL ED6:5 O E LOC 1116 AT PANEL ED6E5 SIMPSON SW5B STRON64WAI.L 55 Z U 80"TO qb" 36'* H I- PAVE,VERIFY PANEL 15 PLUMB " PANEL SHALL HAVE A LBN&TH'L'OF NOT PANEL SHALL HAVE A LEN6TH t OF NOT U' <64' 21 GYPSUM BOARD 6B BRACED WALL PANELS(TYPE B)SHALL BE Qr lY LESS THAN I6'FOR OTE STORY AND 24'FOR e LE55 THAN 16'FOR 8 FT WALL 18'FOR 4 W 3/8'0 ANCHOR BOLTCN2 q 64'TO 80' 30' 48'MINIMUM IN LENGTH ON BOTH SIDES OF WALL PER TABLE FIRST FLOOR OF TWO STORY APPLICATION. NOTE,DETAIL APPLIES TO g FT WALL,AND 20'FOR A 10 FT WALL SEE g LLJ ^ z ADHESIVE ANCHOR 80"TO qb" 41' 8602.105. SECURE)�'6YH'Sl1M BOARD WITH bd COOLER NAILS, PLAN FOR ACTUAL LENGTH. SEE PIAN FOR ACTUAL LENGTH BOTH ENDS of HEADER 0 r+y <b4' 30' .0915"X IYe'6YP5UM BD NAILS,OR.Oq5"X 1%"ANNULAR RINSED �L IF HUM TO HEIGHT DIMENSIONS ARE �L IF WIDTH To HEIGHT DIMENSIONS ARE � c2 • 10 64'TO 80' 30' NAILS o?'OIG(EDGES)AND'i"O/G(FIELD). BLOGKIN6 15 NOT F THS DETAIL If'TO BE USED. Ezc�THEN DETAIL'TO BE USED. W ••' 80"TO qb" 38' REQUIRED AT UNSUPPORTED PANEL EPSE5 WHEN PANEL5 ARE ❑ INSTALLED HORIZONTALLY. PROVIDE JOIST OR TRU55 OR FULL _ _ N Corm�BOTH NBS HEADER I� * OVER Partial ALL C/3 credit for panels 36"to 48"wide por R602.1052 HE16HT BLOGKIN6 DIRECTLY ABOVE AND BELOW TYPE B WALLS. X x "L" EQUAL TO tii L) TYP I GAL HOLDO>^lN DETAIL AT Q ONE JACK AND KING STUDS Q ONE JACK AND KING STUDS BRA,GRN615 NOT REQb CONTINUOUSLY SHEATHED WOOD H FASTEN VIb'SHHFATHIN6 TO EACH STUD FASTEN 1/16'SHEATHING TO EACH STUD . TYNO KINE,5T11D5 Or 5 12" f m FRAMED FLOOR A STUCTURAL PANEL "CS-WSP" -TYPE A B GYPSUM BOARD "GB" -TYPE B u- ANDSILLweDco144oNNAILS.3' AND SILL wbDCQMMONNAILSe3'oiG F r } O O FASTEN'IM SHEATHING To STUD NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 AND SILL W/bd NAILS a 4"o/G ni N.T5. PORTAL DETAIL'C'ONLY APPLIES TO 2 FT TO 18 FT WIDE OPIENIN65. SIMPSON CRE HOLDOH U!N/LEND SDS S 5 R H,6 I HOLD"OFLOOR HN/ OV 5GR&L�i IN DOUBLE END STUD 5D5 5GRB'1�i IF N0 FLOOR ABOVE '�R p � TABLE 602.1030)BRACING REQUIREMENTS BASED ON 14OMPH TABLE 602.10 3(2)WIND ADJUSTMENT TO HDU4 HO1,15 IF O b ABOVE. PANE.TO SIT DIRECTLY ON TOP OF � WIND SPEED,EXP05L RE B,30 FT MEAN,ROOF HEIGHT,10 FOOT REQUIRED LENGTH OF WALL BRACING. 2-1/2'0 ANCHOR BOLT OR EXPANSION 5GR6t51F FLOOR ABOVE. CONCRETE FOUNDATION WV1 Cl) SRV S N PTTIZ HA.619WN AT C6-W..P W4M WALL HEIGHTS,AND 2 BRACED WALL LINES Bolr WITH 2'X2•X�{6'PL WASHER ADJUSTMENT STORY CONDITION ADJUSTMENT OVER O .j -..0y� �! WALL END PANELS(TYPE A)IOU AS REMRID BASED ON 5UPPORTIN6 FACTOR 1/2'0 ANCHOR OR EXPANSbN BOLT AT DRAfO WNL PETALS O APD D. STORY BNL SPACING GOVT METHOD 04 BAR GOVT IN TOP OF GONGRETE CONCRETE •4 BAR GONE IN TOP OF GONGRETE e> 5HEATHIN6 EXP05LRE CATE60RY ONE STORY G 12 FOUNDATION FOUNDATION FOUNDATION 2-1/2'0 ANCHOR OR F�ANSION BOLT TiE �> S IOD NAILS IT DI11Z TOP IO' 25' S 5' EXPOSURE GATE60RY ONE STORY D 15 #4 BAR CONT IN TOP AND BOTTOM Q - PAB6 18 ANCHOR BOLT OR%THREADED OF CONCRETE FOUNDATION SIMPSON 501/8X24 OR PART-18 ANCHOR Tj 4� FJQ'05URE CATEGORY TWO STORY G 13 ROD-1 WA CHO PLATE, DETAIL DED 4 TOP 20' S.O' (O.O' EXPOSURE CATE60RY TWO STORY D Ib EXTEND WALL SFEATHIN6 OVER RM J015T PAB5d8 ANCHOR BOLT OR%'THREADED BOLT OR Ye"THREADED 15 1 = / t� OVER ROD W WA5HHER PLATE,SEE DETAIL FiDISEE 4� TDP 30' ID, 145' ROOF SAVE TO RIDGE ROOF ONLY 15 FT 13 P� F�6E WALL PORTAL DETAIL TYPE D ONLY APPLIES To 6 FT TO 18 FT WIDE OPENINGS. � FRAMED �W Y O� ROOF SAVE TO RIDGE ROOF ONLY 20 FT Ib FLOOR PANEL.HAS CONTRIRMNIS LENGTH OF 48"TOWARDS R602.102%)MINIMUM LIE MOTH WALL TO BE USED ON FIRST FLOOR APPLICATION ONLY.PANEL HAS TOP 40' Q.o' 185 ROOF SAVE To RIDGE ROOF+I FLOOR 15 FT 1.15 iREGIUIREMENT5 FOR BRACED WALL PANEL5 AT BRACED WALL LINES. WALL TO BE CONTRIBUTING LENGTH OF 48•TOWARDS Rb02.102%)MINIMUM LENGTH 0 DETERMINE PANEL SI All ANCHOR B�OLTs FOR ro ❑ ROOF EAVE To RID6E ROOF+I FLOOR 20 FT 13 I ON F1R5T FLOd2 APPLICATION tX1Y, fREQUIREMEMS FOR BRACED WALL PAiD S AT BR-ACED WALL LINES. ACTUAL HORIZONTAL DE516N WIND LOAD AND CONDITION TOP 50' 11.0' 23.0' ROOF EAVE To RIDGE ROOF+2 FLOOR 15 FT 1.1 ............ ..........................................: _ I I ROOF SAVE TO RIDGE ROOF+2 FLOOR 20 FT NU' TOP 60' 13.0' 215' WALL HEIGHT ANY STORY SFT O.q CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL "ABW" SIMPSON STRONG WALL JOB UMBER 3AV&SNE ANCHOR/e T°R BOTTOM of 2 Io' 5.01 I05' ��ri69Hr ANY STORY ANY STORY 11 FT o5 FRAME "CS-PF" DETAIL - TYPE C "PFH" DETAIL - TYPE D E DETAIL - TYPE E (j) N D�'TsL,�EYPPER�ENGIN�EERED 2016023 BOTTOM OF 2 20' Q.O' IQ.O' WALL HEIGHT ANY STORY 12 FT I.I C NOT TO SCALE PER FIGURE R602.10.6.3 DNOT TO SCALE PER FIGURE R602.10.6.2 NOT TO SCALE PER FIGURE R602.10.6.1METHOD W N�OF BWI.PER FLAN DIRECTION AT STORY 3 13 BOTTOM OF 2 30' 13.0' 215' BE47 NUMBER OF BWL PER PLAN DIRECTION AT STORY 4 1.45 SHEET NUMBER BOTTOM OF 2 40' 110' 36.0' NUMBER PER PLAN DIRECTION AT STORY 5 OR MORE Ib Q �1 ',.I /� G I� E3 GYP BD FINISH OMITED FROM INSIDE FACE OF BWP 1.4 (21 BRACED WALL PANEL DETAILS TTOLDOY�lN DETAIL !~cT SLAE3 BOTTOM OF 2 50' 21.0' 44.0' APPLIES TO METHOD G5-W5P ONLY Z UNITS 9 l (MODEL Al ) 9 2 (MODEL Al ) Z 2O N.TS. BOTTOM OF 2 60' 25.0' S2 5' GYP BD FASTENING ANY STORY 4.0/G 03 0 APPLIES TO METHOD 65 ONLY D-1 NOT TO SCALE W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED z Z W U r � ccNr.z"xA"a&w rm.DcrERlgz WkL p V 1 x4 611E oem;Z5® v"OG.- z W w fl2NvF�SOFFIT N RIDGES TO ALI6M RIDGES TO ALIGN (2)1x6'tam1 1 Mad1eK �[JTI bf xbx8 =' N}: RIDGE VENT IZI06E VENT PY"flPX OR EQINL fn - i 6 (x8 TRM Z U ir, TYPICAL ROOFING= TYPICAL ROOFING= ('xb"FASCIA 0 ` o rn m Q Lu C M ARGHITEGTURAL SHINGLES ARCHITEGTURAI.5HIN6LE5 ❑ U M CD I5x FELT UNDERLAYMIENT I5N FELT UNDERLAYMENT I/2"PLYWOGD evT}1N6 1/2'PLYWOOD SHEATHING 6'AZEK TRIM 6'AZEK TRIM1/2'PLYWOOD SHEATHING (x4 TRIM � I JI AI.1 _ Iz 12 a• a• a 12 12 12 DENTIL BLOCK ODTL86xbx8 DENTIL BLOCK•DTL%xbxb 12 I2 BY TVON•OR EMAIL BY rrPOW OR EQUAL 12 6•AZEK TRIM =4 12 '2-�-� 6'AM"RIM 5GABLE END DETAIL " b' OH. OH. iD-�12 121. =.-OH. 77 IN 8'AZEK R,4KE BD W/ IN 8'AZEK RAKE BD IN N.T.S. AI �^ IN 3'AZEK TFIM MV) 12 12 b AZEK TRIM 12 12 IN 3'AZEK TRIM MVJ '" O 6'BLIND FLASHING ROOF BREAK ROOF BREAK cp F;-- 6'H16H BLIND b'BLIND RLAWNN5 U FLASHING 5MMUT&ROOF hi — — 5T I�SEAM x8ROOF ,FASCIA BD 11 _ _ - = Z Df�T ROOM N2 PL b BLIND ALIGN 8'AZA BI ALIGN b BLIND ESEDRUOM�2 PL MT Q FASGIA5 FRIEZE BD. FA5GIA5 FIA-541% r�r aN. OH. OH. oH. O Ln � � IILE4 OR OH. ® Z a� ;R�I�� 4 � , ® I � � I ® ® ® 4 I'X�'AZEK � � � , � ❑ OVER GIRDER I Q 4 I v TRIM 4 1 1 L J irl 4 4 I I 4 � ovER 6I 4 • �T � 1-1 i ! IIIIIHIII E� Ln FIN. IST FLOOR . I FIN. IST IN. IST I FIN. IST FLOOR ELEI/= O'-0- OOR OOR ELEV= O'-0" 10'5QUARE H1346 PERMA CAST I 23/b OST NTH GAP IIMPSON ! I I I I I I BG5xb P.T. POT GAP ANCHOR t I I O bxb P.T.POST WITH SIMP5ON 10'SQUARE HBt6 PERMA CAST w COLUMN#463&2BA E SQUARE COLUMN•46382 W/SQUARE ^ I FLAT GAP t BASE(OR EQUAL) I (TYP-ALL )BASE I I I I I I 51MP50N P ) I FLAT GAP t BASE(OR EQUAL) I �--. F+•� PROn� SPLIT TO I I I I I I I I PROV1Dm TO a� I W I I I I I I I m I cra El _ - -_— I - - OL - -_- - -- - -_- - - - I _ur��BsrrTFLooR UPPIN.BSMT FLOOR I I I I ._ — — — — — — — — — — — — — — — — — — — —I— — — — — — — — — — —I— — — — — — — — — — — — — — — — — — — — — 1I— — —— — — — — — — —�I— —— — — — — — — — — — — — — — — —— — — U FRONT ELEVATION FRONT ELEVATION Nib = 1-0 3 6 = 1-0 UNIT 92 UNIT 91 U 0 MODEL Al 'HOLLY MODEL Al 0 RID6E5 TO AL16N RIDGES TO AL16N OD RIDGE VENT 4 RI06E VENT tV ri CO cV N 2 12 t 135 12 2 t 135 t 135 t 13S CRICKET BEYOND I 12 4, AI.I U 12 z z z z z z 0 0 0 0 0 0 ' 12r I2�--�r -0' INSTALL ICE t WATER 5HN3D INSTALL IGE t WATER SHIELD aI. aI. 12 12 O{, al W W W W PER MARFAGTURERS 12 12 12 11 11111 11 12 PER MANIFAGTURER5 SPECIFICATIONS TO MAINTAIN 11 111 1 1 112 SPEGIFICATIONS TO MAINTAIN PRODUCT WARRANTY bb FASCIA BD. PRODUCT WARRANTY 0 N b'BL ND D'AZEK N LA5HNN6 �Fg Bp FLASH APPLY ICE t WATER SHIELD IN FAIR N APPLY ICE t WATER SHEW IN FAIR VEATH�WHEF(TFE qIR ROOF pEGK AM •- HEATHER NO THE AIR,ROOF DECK AND MEI` R ARE AT TBiTRATURE5 OF 40•F MEMBRANE ARE AT TEMPERATURES OF 40'F (S'G)OR HI6HBR 7 7y WC)OR H64 RLEM IAIT BRKFST PL.MT _ TT2 BDRMi MSTR — — — — PL MT= PL HImillro T — BRKFST PL HT ~ TI-v OH. 1,o. 1,b. I�, 1 O' —H 11 111 I'-0' I W V1 Pr FJ-1 I -um FIVI EXTERIOR HAIL _ -HARDIPLANK SHN�61 E SIDING -IT OROHSOFFIT j �NARDIPLANKXTERIOR I5HIN5LE SIDING O -TYVEK B EQUAL ' _ ® i -TYVEK OR EQUAL W O Y -VIb'OSB SHEATHING rsHJ -1/Ib'05B SHEATHIN5 W -2x6 WOOD SM75•Ib'O.G. -' J -2xb WOOD 5TLD5 0 Ib'O.G. W F -b'R-21 BATTSLIJ ry 4 t� '�' Q -b'R-21 BA1T5 U F�H FHZ Q WAL � ARAI i - I ' BEYOND. Ll 1 11 11 1 1 11 11 1 1 1 11 11 1 1 1 1 Ll Lu W Z w ! co FIN. IST FLOOR IN. IST FIN. IS FIN. IST FLOOR ❑ w ELEV= o'-0 2020 NYSRG-62421Bs(5038) W ELEV= 0=0" — — — — — — VENTIN6 5nTEM TERIA NATION LOCATION: _ 6ncb P.T.P05T WITH 51MP50N 10'SQUARE HBd 6 PERMA CAST bxb P.T.POST WITH 51MPSaN THE VENT TERMINAL QF A DNREGT VENT APPLIANCE WITH AN til U I II I q I I I 10 SQUARE 3eQ PERMA CAST I I 86523/6 POST GAP ANCHOR t I I 86523/6 POST GAP ANCHOR! ( ( I Ix4 AZEK TRIM I I I I Ix4 Azo TRIM I I III I II I I INPUT OF Io,0oo BTU PER Hoag C3KrU OR LESS SHALL BE SN�.7ON ABU66 POST BASE COLUMN x46382 SQUARE 1 11 1 N 1 I h I II I COLUMN X46382 W/SQUARE SIMPSON ABI.G6 POST BASE LOGATED AT LEAST 6'FROM ANY AIR OPENING INTO A mP_ALL ca,�5) I I FLAT GAP t BASE(OR EWA) I ( I III I I I I I I I I I I I 1 II I I I FLAT GAP t BASE(OR EQUAL) I I mP_,,LL ) I BUILDING,AND SUCH AN APPILIANGE WITH AN INPUT OVER IOp00 U "coRrER coLUMN TO BE I I III I E5aEs5 I I I I 5 III I N I -CORNER COLUMN To BE BTU PER HOUR BUT NOT OVER 50OX BTU PER HIM SHALL 13E z PROVIDED W/SPLIT KIT 1 II 1 WI 1 1 I I I N 1 11 1 ( I I PROVIDED W/SPLIT KIT I I I INSTALLED WITH A 4 INCH VENNT TERMINATION CLEARANc&AND W H W AN APPLIAN2 WITH AN INPUT OVER 50,000 BTU PER HIM Z � � Q LL------ CLEAR W-E.THE BOTTOM OF THE VENT TERMINAL AW TIN:AIR 0 SHALL HAVE AT LEAST A 12 INCH VENT TERMINATION U 8 8 INTAKE SHALL BE LOCATED AT LEAST 12'ABOVE GRADE (n Hv1 ....... ............ � UNFIPL UNFIN. R� !� �� - - - - - - - - - - -1 - - - - - - - - - - - - - - - L - - - -� - �- _ -l _ L — — — — — — — 2020 NYSRG-R312�.1 - - - - - - - - - - -i- - - - - - - - - - - - - - -L - - - - - - - _ _ _ _ _ _ - _ _ _ _ - _ - _ - -i- = = = = _ _ _ _ _ _ _ _ _ _ _ - -_ - _ __ -i- = - = =_ _ _ _ _ = = = = =i_ - - - - - -- - - -� IN DWELLING LIMITS,WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPEHN6,IS LOCATED LE56 THAN 24' , r+®. .� '� I C� 1, — — — — — — — — — ABOVE THE FINISHED FLOOR'.AND 61;EATER THAN 12'ABOVE -i THE FINISHED GRADE OR 0ngER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING,TT E OPERABLE WINDOW SHALL 7 ;fin ti COMPLY WITH OPE OF THE Fa-LOWING= i REAR ELEVATION �FA�R ELEVATIONOPENW25 THAT WILL NOT ALLOW A 4 PIAMETER SPHERE TO PASS THRa16H THE OPENIN O M IT'S 'LARGEST OFENW POSITION. •FALL FREVBdTION DEVIGE5 THAT COMPLY WITH ASTM F 2040 ❑ 3 6 - I 3 b = I-U (TME WINDOW oPENi%comm DEVICE AFTER OPERATION To RELEASE THE CONTROL DEVIIGE ALLOWINS THE WINDOW To .... ... ............................................ UNIT 9 1 UNIT 9 2 PULLY OPEN, `N�RETOL SS THAN CLEARARE AREA OF THE WINDOW UHNT TO LESS TFIPJN 5:I 5d1ARE FEET. J 616023 BER . w MODEL Al (HOLLY) MODEL Al (HOLLY) U) SHEET NUMBER UNITS 91 (MODEL Al ) & DUET CLUSTER 2 ELEVATIONS (D Z 9 (MODEL Al ) U) W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED R106E VENT U , F- "FIRE RETARDANT Z PLYWOOD 5HEATHIN6 E 2"xb'RIDGE BEAM U RI06B TO AL16N 4 RV6E5 TO AL16N 12 12 D6E VENT n RIDGE VENT 12 112 2"X6"RR QRIn ) - - 0 16,OG. F- 4-d 05 'd' v HARDII'LANK 12 - 12 12 12 (2)2'XIO° U •i-+ p ` ■� CNS 4 HORIZONTAL 51DIN& 5S HA;VIPLANK PT 61RDER =w ;s N} 55 _.=- �9 6UTT825 t LEADERS q HORIZONTAL SIDING •E ALL SMER5 d LEADERS SHALL BE BAKED _ ::y . �._.- _ I� 5EG)RED TO �12Z LUMV m•� WHITE AINA D32'MIN.6AU6E,6UTTERS WALL® O L a rn 12 }85----,,-- SHALL 5'SEAMLESS,0 6.STYLE W/ALL 85 ENDS Q w a M M EH RELATED REWIRED AGE5RE . LADE - - 24 V ENTR106E VENT SHALL BE MIK 2k3',DTi'GAUGE W/CLIPS t ❑ ti y CCD ANCHORS. GAllLK t SEAL ALL JOINTS. PITCH -' 6UTTEFS MIK V8'/FT.PROVIDE P.VL. LL RIDGE VBNT�-��--. RECEPTORS 8'ABOVE 6RADE TO RECEIVE LEADERS WSW GAP DESIGN). I'-0'- _ LL OH. iidli12 �e - _-- 10 a ._...,-.._,_-._...:.,a... ._._. . WALL 12 12 BEYOND I WALL BEYOND 2 ROOF 0 GOVERID _ -_ W 12 p. _ _ _.-t._•, PORCH BEYOND '- -J -- }to ABLE O.H. - O.H. b' 0" oH. x8 FA5GIA BD - - E3RKFST 6" O - 2 IT BEAMS ® I .G W/VENTED PL HT F�- --- - - -` TR BR PL HT - }�� 12 I VINYL SOFFIT BRD 1.._• BEDROOM 2 ;� PL HT - - _ _ 7- I IX OR OOK -p� 10"5QUARE H546 DERMA III I,-0 FRIEZE EA ;i,ry ❑ ❑ I0-0H• SQUARE FLAT d 2 Q Z l.L!_!,,,J.jJ: .t.l BASE(OR EQUAL) U l !, •.1.,.1. .1 ,i.1:1___.(I I MA6Tat I I CORNER COLUMN TO BE µ! rr ps I I BEDROOM I I L g PROVIDED W/SPLIT KIT Q WALL e - Vii=I .i.l,.,1 I I I I WALL BEYow 4_ 6ARA5E i .a L,I:, I I I I 4 I i i coax t+a I I 4 Goun�H e 4 �- BEYOND I_ '_'_.1_� l Lr: ' : ;1 w COLUMN O GOVC I I Mf'3 P ~ L J CIX"0 COVERED PORCH FRONT PORCH O PORCH BEYOND BEYOND EEof Z ' ' mi 15T F - IST FLOOR IN. 1ST FLOORFIN. IST FLOOR . ' O" EEV=ELEV= O-0" NEEV=OO'-O" J Ix4 AZEK TRIM I I -I - * I I Ix4 AZEK TRIM FR02" ONT0 � I I I EDI I ( I I_HOUR RATED EXTERIOR i i FIR5T FLOOR LINE Z PORCH I ,57 I I I I I I I A55ERMBLY-55EE DETAIL: I O uK BSMr l I I I w - - -I- L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ► ,1lNIN.BSMTFLOOR „ c 1r - - - - - - m � (v b-o w O TYPIGAL PORGH 5LA8 El *4'PL.5LAB(MIN.3500 P51 GOZ) -RICHT 51 DE ELEVATION LEFT 51 O (QgEEZENAY *TAMP d FILL E ELEVATION 510E) FILL WITH TO 95%fox10/10 WWM. TAMP ;K DENSITY �• � 3b*= 1-05b'= 1-0c/) v UNIT 91 UNIT 91 1 BREEZEWAY SECTION A 1 . 1 ISM. U MODEL Al (HOLLY) MODEL Al (HOLLY) w w U O RIDGES,TO AL16N RI06M TO AL16N - - 4 8106E VENT RIDGE VENT 12 - - -- 12 HARDIPLANK 12 �l HARDIPLANK HORIZONTAL 51DIN5 N 12 61jTTE25 a LEADERS q -- - 15S HORIZONTAL SIDING q WHITE ALUMIR M D32'MIK 6AU6E,GUTTERS -- - .- ALL 6UTTER5 t LEADERS SHALL BE BAKED �yj r� ao SHALL BE 5'5EAMLE55,0.6.STYLE W/ALL 12 }85 Q N N ti N ao RELAID d REQUIRED ACCESSORIES. LEAIX!R5 --'- -` M06E VENT N M CON SHALL BE MIK 25c3',02T GAUGE W/CLIPS 11 10 � F ANGFbRS. CAULK t SEAL ALL JOINTS. PITCH - - -. _ -- 6UfIfl2`i MIN.I/8'/FT.PROVIDE P.VL. ,- ,.. __ :_ _ RIDGE VENT_ RECEPTORS 8'ABOVE GRADE TO RECEIVE LEADERS(GL.OSW GAP DE516N1. �-�-��-� 12 GLERE<iT IRY -- -- -= - GLBNESTORY 12 � WALL 2 BEDROOM 03 _ :. . BEYOND - WALI.BEYOND - ROOF e COVERED - • _-, - PORG 1 BEYOND Z Z Z Z Z Z -- - O O O Ix8 FASCIA ED. IZ y- � L _ '. _1 mm = O O O ---� _�.Via,`...-•.�- -_-T (n (A (n (A lA lA - ......\.'..��.....�.�..�..�Y._..-.`' MSIR BR EsRKFST PL HT - - BEDROOM 02 PL HT 12 12 - PL HT *.. u� OR OR PL- - _ 04. _ OH. o FRIEZE BID. I I El-1I ® OH. OH. r I I e MASTER BEDROOM i 4 WALL BEYOND I I I I " ;~ WALL Q I I _4 41 11 1 1 11 1 19, 4 I I i T -. 1 1. GARAGE UMN- Q CayMN 0 4 I� '-t i I COL0 w V J IJ COLUMN 0 COVERED !1! : y'4, 1-1 L COVERED11 PORCH BEYOND ItI I _i,.. ! FRONT PORCHIll lilliAl Ill J BEYOND i BEYOND O r•--� m 0 I I -- -: FIN.IST FLOOR FIN. IST FLOOR 1 11 1 11 1--; L , ,i IN. ST FLOG U FIN. IST FLOOR ELEV= O'-0" ELEV= 6' w W I U D 1x4 AZEK TRIM I I I I ( J Ix4 AZEK TRIM I I ` - I 0 0 GourrcN 0 COVaREDI I I I I I �� Lu FRONT PORCH BEYOND I ( I IRINE7 I I I FDI 0 W HOUR RATED EXTERIOR b w z 4 4 I co All I BA55EMBLY-SEE DETAIL: AI3 I I I ❑ 0-4 uj I 2020 NY5RC-6242113(503.5) I VENTING 5Y5TEM TERMINATION LOCATION: _ THE VBNT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN iii U I i I I INPUT OF 10,000 BTU PER IHOIIR 0KWH OR LE55 SHALL BE MR 55MT FLOOR MK 55W F17 LOCATED AT LEAST b'FROM ANY AIR OPENING INTO A p - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - -- - - - - - _- - - - - �_ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ 1 _ _ _ _ _ _ L 9111-DIN6,ANO UGH AN APPLIANCE WITH ANUFUTOVER10,000 } NOR OT OVER PER 13E - - -- - - -I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - � -I - _ - - - - - - - - - - - - -- - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - -L -- _I- - - - - - J BTUALRDWITH rNNCHVETo,0MINATINCLEARSINALLND Z � INSTALLED WITH A 9 INCH VENT TERMINATION CLEARANCE,AND AN APPLIANCE WITH AN WRIT OVER 50,000 BTU PER HOUR Q SHALL HAVE AT LEAST A 12 INCH VENT TERMZINATION z 0 CLEARANCE THE BOTTOM OF THE VENT TERMINAL AND THE AIR INTAKE SHALL BE LOCATED AT LEAST IY ABOVE GRADE. U) ............ �G�s RFO � LEFT 51 OE ELEVATION R1I GHT 51 DE ELEVATION (BREEZEWAY 510E) 2020 NY5RC-F3122.1I C' LEFT alb = 1-03AW -0 IN DWIlLIZ UNITS,WERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENING 15 LOCATED LE55 THAN 24' ABOVE THE FINISHED FLOOR AND 6REAT R THAN 12'ABOVE c ; z (7 THE FIRISHED GRADE OR(OTHER W;FAGE BELOW ON THE t _ EXTERIOR OF THE BAIL-0146,THE OFERAEI.E WINDOW SHALL UNIT 9 2 UNIT 9 2 Y WITH OHNE OF THE:I I z r OPENIH65 THAT WILL NOT ALLOW A 4 INCH DIAL ETER SPHERE U) T- PIT10KA55 THE OPENING IN ITS LARGEST OPENEDQ� 10POS j MODEL Al (HOLLY) MODEL Al (HOLLY) "FALL PREVENTION DEVICES THAT CCE AF WITH ASTM F 2040 E] ME WINDOW OPENING GOHNTROL DEVICE AFTER OPERATION TO RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO ........... ... ...................................... 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JO UMBER w 2016023 DUET CLUSTER SHEET NUMBER AB 0ENOTE5: WAQ EaMIKI r PER RVM's TO EE PRDYIDW Err HEz5 RATS. 6ENERAL GONTRAGTOR5 AND SUBC.ONTRAGTOR5 TO REVIEW Q ENS NOTES �_ ��D0 THESE GONSTRUGTION DOGIJMENTS UPON RECEIPT FROM UNITS 91 (MODEL Al ) 8� �'DIA ANGFIOR BOLT USED 115 HOLD OCKi1 NOTE-WW,caHIRACTOR MULTIPLE LVL GIRDER GONNEGTIONS: 2 ALL CONSTRUCRON SHALL COMPLY WITH THE 2020 E=NYS SEE DETAIL 10/21'SHEET D-I .�P1,Y Wr KQM s' ARCHITECT AND REPORT ANY AND ALL DISGR�ANGIES FOR ALL MULTIPLE LYL GIRDERS,LAG BOLT INGLUDIN6 ANY DIMENSIONAL CONFLICTS IMMEDIATELY TO W RESIDEMIAL PROVISIONS HD DENOTES: : WLin A a TOGETHER W I/2" BOLTS E� 2'-0" OL.,2" MIN, 9 2 (MODEL Al ) FOUNDATION PLAN 0SIMP'�ON HDU HOLD WwrS W/p4) 'SD5 SGRBL5 6AR66E SIh1FBOL n ARCHITECT FOR CORRECTIVE MEASURES PRIOR TO (� SEE SHEEP T-2 ENERGY CODE NOTES N 1101.10.1.1 -N 7104.1 SEE PETAL'Iqv sIEET DI ,uHu� v HVAC law uu cu„norr;PRwloe,Er gs RATER FROM TOP S BOTTOM, 4 MIN.4 FROM ENDS GON5TRUGTION.DO NOT SCALE VIRMN65.DIMENSIONS SHALL - LLS BE GALGI)LATED AND NEVER SCALED UNLESS OTHERWISE NOTED. 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EF® SUNDER STAIR l0'-0'CEILING II ° - STORAGE 2X6 Cj A lb'OG. i° 'v 'v 2016 TR 4-0SOFFIT CEILING;,, `� it THROOM 15'-4' 4' 3'6' 4" 8'-2' -1 0 1-0'HD HT I 4' env'`. D 6" I V-b I O' 6' �"8i<_ 4" 2'-0' MD m 2050 DH r , T'6' v m DINING AREA rro1E,s, I lo'-0'GEIUH5 4 1 b'R-21 ®� 2x10 Joss I Ni� ORALE 4 BATTS NOTE N', � L J (n p LINE OF 2016 0 16'oG. N `r DI FLOOR f OE 2868 INSUL DR- 148 UP OYER Q 2050 DH r 8'-2" 4' 3'�i" 4' 15'4' en HD 45 MIN.FIRE Gf21 Y (/� _ RATED ISI/SELF m r , L J ' NOTE V. BATT51 (2) 0X10' 61 2-X12'GJ. CLOSING DEVICE 3R DI 12'-0'HIGH Y CEILING z v LINE p o 16•OL. fyy� 5 n va'L —1 BEDR OM #2 OYER �148 2868 IM611L DR- ABOVE 45 MIH FIRE o V m Gn1 Up RATED W/SELF (4'P. 51AB 6• 2016 TR 4 DI CLOSIN6 DEVICE 2-X12'GJ 4• 21'b' 4" n'2' B fb'2'-0" 4' II'6' r -, 0 C11-01 2050 O'GEIL @-0 HIGH Y GELIN6 2 750 DH 2OU VH Y BEDROOM#2 v5 ..u V vL (2)2Xb °�'O.C. 0x10' 61 _ m G R GARAGE e T FD Hr COVERED _ v 'N'PL. (HN 3500 PSI GONG) ) ° N e PORCH 0 T iv Rf HTH 6x6,I0/10 WWM - 2016 TR •° © •SLOPE SLAa DOWIN 2' e B e 9'_( ID HT r -I II'6" 4' 2'-0" b• B n'2' [L4' 4• 10' t6 TOWARDS POOR — — _ _ _ 4 AI-b 2050 DH Fr. 21'6' CAST W I SOP TY t LING W ON SW6E (3)2-X8 HDR Q 8'-0'LEU o BASE G� �205)?, •Hp COVERED 2eo5-0' Hr TWO GAR RAGE E 1 HER GM t! r "� V rrmPx ro N Soso EXT DR w/ _ _ p - L J PORCH N O o ) t 4'PL.SLAB I1N PSI GOHG) 6 BE W/ IT KIT GARAGE (2)18' 1DEL16HTS J DI N RERFOPLED WITH 6x6. 0 WYEM — (2) 1018 P 4 HIPe I -73)2X1 — — _ _ T 6ARAFiE 7 Z" N 10 SQUARE HBd6 PERMA G T (2) DH iv *I,TYPE'x'GYP aP ON v_ D/21 WALLS t CEILING N Iq o x463&2 W/SQUARE o ,yI r r I--• r aD p ° 3080 EXT I DR W/ N t}'TYPE'x'GYP ev oN OF DI p1 F T GAP d BASE(OR EQII F- vi o ci Q N N ti N OR LN1N9 SPACE C0 4" To (4RNER COL" TO ❑ r N M OO NI 8070 OH DR o DI (2) °� (2)18'S1 16HT5 6ARA5E 1 Iq DED W/SPLIT KIT (2) 'HIP HIT DH 0'SQUARE HBd6 PERMA AST 1 DI 8070 off DR 4 COLUMN x46382 W/SQUA 19 D/11 p ,111 1 I )13/4 x q L)2'LVL _ C3J 13/4k q V2'LVL FLAT GAP d BASE(OR AL) DI Dnl Iq Dnl 4 FRONT WALL o PROVIDED W/SPLIT KITS I 14 4 Dnl LINE OF FRONT 4 8010 ON OR 6ARA6E - • (3)13/4'x q L)7'LYL FDR I I 8070 OH DR o D1 D1 6ARA WALL .o e UNIT q2 4 4 _ 1(3)15/4'x q I/2'LVL Z Z Z Z Z Z D/21 0 0 0 0 0 0 D111 5 5 55 5 DI p DI DI p, DESIGN N®v U356 3'-1' 3'-1" 2'-4" b'-4' b'-4" 2'-4' I'-8" 8'-O'RD. 11-b' 11-5' 8'-0"RA. I'-1` i'-T' N-O'RO. 1'-5' 11-6' 6-0"RA. I'-8" 21-4' b'4" 6'-4' 2'-4" 3'-T 3'-7• WALL RATING- 1 HR. fO r 3'-I0' T'-2' 3'-10' W-2" u'-0' m-0' W-2' 3'Io• T-2" 3'-I0' FINISH RATING-23 MIN. o N 14'-lo' W-2' 22'-2'7r Pr AI.1 22'-2' n'-2' 14'-10" 5 r 54'-2' 12'-0'BREEZEWAY 54'-2' .... ..... . A G G A ;r' t ti ,, , z ® I HOUR RATED EXTERIOR ' a�1, f 1 /� ��1�a 2 � AI-b AI-b 1 BEARING WALL ASSEMBLY- 5EE DETAIL: Aa �_ �.. FIRE SIDE OJ CL m 42 (Z� W W UNIT 9 2 UNIT 91 HORIZONTAL SECTION 0 o z O U ❑ MODEL Al (HOLLY) MODEL Al (HOLLY) 0 c/) L MOOD MUDS-NOM 2 BY 4 IN.SPACED 16 II.OG WITH TWO 2 BY 4 IN.TOP AND ONE 213Y 4 IN.BOTTOM PLATE5.51UD5 W LATERALLY-BRACED BY WOOD 57FX71 RAL PANEL SHEATHING(ITEM 5).WHEN MIM3 AL AND FIBER 1130AFVSI(ITEM 5A)ARE 0 � v CONSIDERED A5 BRAGIN6 FOR THE 51UD5,THE LOAD ro RESTRICTED TO 16%OF ALLOWABLE AXIAL LOAD.WALLS EFFECTIVELY FIRE FIRST FLOOR PLAN FIRST FLOOR PLAN STOfMMBTOPANDBN CLAS5wALL. ❑ Z.6fP91l1 BO/IRJr-ANY GLA551FIED 5/8 IN.THICK,4 FT WIDE,APPLIED VERTICALLY AND NAILED TO STUDS AND BFAWN6 PLA1E5 T � /1 `, -t C IN.OG WITH bO CEMENT-COATED HAIL5,17/8 IN.LONG WITH 1/41N.NAM WAD. V J 3/16"=1'-0° LIVIN6 AREA- 1,670 5Q. FT. 3/16"=1'-O" LI Y IN6 AREA- I,6 10 SQ. 1 T. N HJ NTNALWAM- ` Ww-wNLBOARD JOINTS COVERED NTH TAPE AND Jahr GOMPOIIFO.NAIL HEADS COVERED W C A BNTTB AND BLANXIISP-MIPRAL FIBER OR 6LAS5 FIBER INSULATION,3-5f8 IN.THICK,PRESSURE FIT TO FILL WALL CAVITIES 6ARA6E AREA= 4,56 50. FT. GARAGE AREA= 486 50. I T. BETWEEN STUDS AND PLATES.MINERAL FIBER INSULATION TO BE UNFACED AND TO HAVE A MIN DENSITY OF 3 PCF.6LA55 FIBER F INEWLATION TO BE FACED WITH ALUMIRH FOIL OR KRAFT PAPER AND TO HAVE A MIN DENSITY OF oq PCF(MIN R-13 THERMAL C7 ^ m GOVERED PORCH AREA= 364 50. FT. GOVEREO PORCH AREA= 364 50. FT. I61U-AT10N RATING). z 5.WOOD SIR ICTWAL PANEL SHEAT1�t9-MIN TAb IN.THGK,4 FT WIDE WOOD STRUCTURAL PANELS,MIN 6RADE'C-D•OR'SHEATHING'. W INSTALLED WITH LANG OM61ON of SHAT(STRENGTH AXIS)OR FACE 6RAIN OF PLYWOOD PARALLEL WITH OR PERPENDICULAR To z STUDS.VERTICAL JOINTS CENTERED ON STUDS.HORIZONTAL JOINT5 BACKED WITH NOM 2 BY 4 IN.HOOD BLOCKING.ATTACHED TO Q (Eco INTERIORSTUDS ORR SIDE OF WALL WITH bD CEME T COATED BOX NAILS SPACW b IN OG AT PERIMETER OF PAN LS AND 12 IN OC, � Y . .......... Q- dE3.E�. .. h,. N5.E7Ei8 M FAC405-IN5TAl1ID IN ACCORDANCE WITH THE MANUFACTURERS INSTALLATION INSTRUCTIONS.ONE OF TIO:FOL LOWIN5 W �N rC EXTERIOR FACIN65 6 TO 13E APPLIED OVER THE 5FEATHIN6, V/ O� ti� yid C.1�100D STRUCTURAL PANEL OR LAP SIDIN6-APA RATED SIDING,EXTERIOR,PLYWOOD,OSB OR COMPOSITE PANELS WITH VENEER FACES AND 5TRUGTURAL WOOD GORE,PER PS I OR APA STANDARD PRP-108,(NCI I DW TEXTURE,ROUGFI SAWN,MEDIUM DENSITY 2020 NY5R0-8312.2.1 Y BRUSH®,6ROCVED AND EAP SIDING. IN DWEiUN6 UNITS,WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPE�lIN6 IS LOCATED LESS THAN 24'ABOVE THE FINISHED FLUOR AND GREATER TIIIW i2'ABOVE THE FINISHED6RADE OR OTHER WALE BELOW ON THE EXTERIOR OF THE BUILDING,THE NOTE: WDOD SPECIFIED IN UL'RATED DESIGNS ARE MINIMUM SIZES.LARfG i2 DIPEN510NAL o OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING, STUDS CAN BE SUBSTITUTED. 0 3 •a'BNMEf THAT Wlll NOT ALLOW A 4 IHGH DIAMETER 5P4NERE TO PA55 THROUGH THEcn �•�' / MULTIPLE LVL GIRDER GONNEGTIONS: OPENING N ITS IAR6EST OPENED POSITION. NOTE= UL X35615 IN GOMPLIANGE WITH FRE -iAN51/11L 263 AS PER'R302 NE W�(O •FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090 FOR ALL MULTIPLE LVL 61RDER5,LAG BOLT NDEVICE go�1�Go�TO VX OPERATION NTT RELEASE REDUCE THE � ❑ T06ETHER W/ 1/2 BOLTS® 2-0O.G.,2 MIN, OPE3NTNG AREA OF THE WINDOW IEIT TO LE55 THAN 51 SQUARE FET. ONE HOUR RATED EXTERIOR 1 FROM TOP I BOTTOM, d MIN.4" FROM ENDS . .......................................... WALL RESISTIVE ASSEMBLY B NUMBER NTS. A- 3- 2020 GENERAL GONTRAGTORS AND.�UBC,ONTRAGTORS TO NYSEGGG SECTION R 403.3: 2020 NYSRG-62427.8(503b) w2016023 NOTE: -SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO A MIN.R-8 2020 NYSECGG SECTION R 402.4.12: VENTING 5Y5TEM TERMINATION LOCATION: T EF =EXHAUST FAN, THEA GONSTRUGTION DOGUMIENTS UPON RECEIPT THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN UNITS 91 (MODEL Al ) 81L DUET CLUSTER = SHEET NUMBER NOTE H', PROVIDE SPRAY NOTE GFM INTERMITTENT FROM ARCHITECT AND REPORT ANY AND ALL AND DUCTS OUTSIDE THE TIERMAI_ENVELOP SHOULD BE MIN R-b. AN APPROVED HERS RATER TO OF IOpOO BTU PER HOUR(3Kw1 OR LESS SHALL BE LOCATED AT LEAST NOTE: HD= HOLD DOWN 'ALL DRYS TO BE VENTED FOAM INSULATION IN STAIR MANUFAGTURER TO DE516N 5TAIR5 TO ® 20 CFM CONTIMOUS -5EALIN6 I5 MANDATORY FOR DUGT5,AIR HANDLERS,AND FILTER BOXE5. PERFORM AIR INFILTRATION,DUCT 6'FROM ANY AIR OPEIN6 INTO A BUILDING,AND 5UGH AN APPLIANCE WITH ALL WINDOWS 5HALL BE DISGREPANGIE5 INCLUDING ANY DIMENSIONAL GONFLIGTS a- t �TO OUTSIDE AIR PER GODS GARAGE CEILING® ANDERSEN 200 SERIES MEL=T ALL APPLICABLE GORES AND TO IMMEDIATELY TO ARGHITEGT FOR CORRECTIVE � -JOINTS,SEAMS,AND CONNECTIONS SHALL COMPLY WITH SECTION M-1601.4 LEAKAGE,AND COMBUSTION SAFETY ��'OVER blaOo BTU PER HOUR BUT NOT OVER Sof�00 BTU PER ALLIIAS RT° I� LL IANCEHLL�WITMAg1N��T1>BTUPERHOUR94ALLHA 9 2 (MODEL Al ) FIRST FLOOR PLAN PROVIDED WITH DRAIN PANS LOCATION OF REPORT ANY D15GREPANGIE5 AND CONFLIGT5 Lot OF THE 2015 ERG. TESTING AND PROVIDE A WRITTEN ® CARBON MONowoE Ntl:AsllRES PRIOR TO GONSTRUGTION.DO NOT SCALE -DUCTS SHALL BE PRE55URED TESTED TO DETERMINE AIR LEAKAGE BY REPORT OF THE RESULTS AND AN APPLIANCE WITH AN INPUT OVER 5op00 BTU PER HAIR SHALL HAVE i BEDROOM ABOVE TO THE ARCHITECT PRIOR TO STAIR FABRICATION. (DETECTOR DRAWIN65.DIMEN510N5 SHALL BE CALCULATED AND AT LEAST A 12 INCH VENT TERMINATION CLEARANCE.THE BOTTOM OF THE U) NEVER SCALED UNLE55 OTHERH15E NOTED. ROU6Ff-IN TEST AND A WRITTEN REPORT OF T}�RESULTS SHALL BE SIGNED VENT TERMINAL AND THE AIR INTAKE SHALL BE LOCATED AT LEAST Y2' �p SMOKE DEFECTOR A3 BY THE PARTY CONDUGTIN6 THE TEST AND PROVIDED TO THE CODE OFFICIAL. ABOVE GRADE W O COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED t— Z W E � 1 c0i A G G A 0 U ami AI-b AI-b AI-6 Al-b V _O N :03 52'-2' S2'-2' � U r ` ■� U > r q' .0 N 0 N� 12'-2' II'-10' - U) :E 2.2 2! 0 � 5 ��n U Q W co ULo 210 M 00 ❑ .-. II'-0'PL.HT. M rn 5 V O I HOUR RATED EXTERIOR — — — — — — — — — — — — — II'-0•PL.HT. BEARING WALL ej I A55EMBLY-SEE DETAIL: I I - - - I I II'-0'PL HT. ° Z I I I 0 0 — _ U I II'-0'PL HT. I II'-0'PL. W - III III p —_ — v II'-0'PL HT. I k. (2)2•X--• ,o 'o 3a5 DH Ai.I — — — — — — — q'-0•PL.Hr. 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IN DWEWN6 UNITS,WIHRE THE TOP OF THE 5111 OF AN OPERABLE WINDOW OPENING IS LOCATED LESS TIM GENERAL CONTRACTORS AND SUBGONIRAGTORS TO ONE CARBON MONOXIDE ALARM IN NEN (n SHALL NOT BE.GUT, 50 CFM IKrERMIT W OR REVIEW THESE GON5TRUGTION DOCUMENTS UPON REGEIPT ONE AND TWO-FAMILY DMLWS, 24'ABOVE THE FINISHED FLOOR AND GRFJ�TB2 THAN 72'ABOVE THE FINISHED GRADE OR OTHER SURFACE Q SHEET NUMBER �pTF 5: HD= HOLD DOWN WLTIPLE LVL 61RDER GONNEGTION5: FROM ARGHITEGT AND REPORT ANY AND ALL TOWNHOUSES AND V ELLIN6 UNITS M BELOW„4�EXTERIOR OF�RA�N6-� W�� Y mm ONE OF,HE UNIT 1 (MODEL Al ) & DUET CLUSTER NOTE: ® �cFM�►� 2 NOTCHED ARCO HOLES TAIR MANUFAGTURER TO DE516N STAIRS TO FOR ALL MULTIPLE LVL 61RDER5,LA6 BOLT 6ROUP R-2 BUILDIN65(CONDOS t • CL ALL WINOCW5 SHALL BE D15GREPANGIE5 INCLUDING ANY DIMENSIONAL GONFLIGTS OFBIN65 THAT WILL NOT ALLOW A 4 INCH DIAMETER 5I4ERE TO PASS naRO"THE OPMN&IN ITS BORED UNLE95 ALL APPLICABLE CODES AND TO " " " - GOA)A� LARGEST OP@E17 PI�SITION 9 2 (MODEL Al ) SECOND FLOOR PLAN Z ANDERSEN 200 SERIES TOGETHER H/1/2 BOLTS® 2-0 O.G.,2 MIN, CO2 IMMEDIATLEY TO ARGHITEGT FOR CORRECTIVE IN THE IMMEDIATE VIGIINITf of 5PEGIFIED BY'THE PORT ANY D15GREPENGIE5 AND CONFLICTS FROM TOP d BOTTOM, $ MIN.4" FROM EN05 ® DETECTOR MONOXIDE •FALL PREVE IfION DEVICES THAT COMPLY WITH ASTM F 2090 Q=TEMPERED MEA5URE5 PRIOR TO GONSTRllGTION.DO NOT SCALE ,ON THE COYEST FLOOR 0 LEVE.GONTAININ6 BEDR.00M5. TITS WINDOW OPBJIN6 OPEN,SL DEVICE AFTER THE NET C E RELEASEORN THE AREA OF DEVICE ALLOWING MANUFAGTURE:R PER TO THE ARCHITECT PRIOR TO STAIR FABRICATION. GLAZING DRAWINGS.DIMENSIONS SHALL BE GALGULATID AND (n THE WINDOW TO FULLY OPEN,SHA11 NOT RB7l,CE THE NET CLEAR OPBUN6 AREA OF TIE WINDOW WT TO A4 COji efD SMOKE DETECTOR NEVER SCALED UNLESS OTHERWISE NOTED. LESS THAN 5.1 SQUARE FIST. W0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED z W E j � 8 U z V a ts z �"I I U O W � o � N �, co V A G G q z AI b AI 6 AI-0 AI-b O L N 4 Q W c M ❑ U UNM W-b"HIP WIDTH I6'-2'FA5GIA WIDTH Ib'-2'FA5GIA WIDTH 14'-8"NIP WIDTH V I II'-O'PL.HT. �- AI.I II'-O'PL.HT. AU6N FAGIAS Z \ _ � - EXTER � � I I � �� - - - - - - - - - - - r Tr BEARING WALL 1 I _ o �\Q I AIS II'-0'PL.HT. U AL16N FAGIAS A55EhB -SEE DET IL: I O\ I II'-0ON PL.HT. 4'-0'PL.HT. I,-0" I I— _ — = = - z 11'-0°PL Hr. AI-5 I o \Q I I O +\ry I 4 u'-0"PL.HT. IL ILL 4'-0'PL.HT. 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LEADERS SHALL BE MIN. INSTALL ICE AND WATER SHIELD PER a MANUFACTURES SPEGIEIGATIONS TO AI¢EA OF oNE ROOF HIGH CEILING JOIST CONNECTION 2'x3",.027 6AUGE W/GLIP5 d ANCHORS. CAULK 4 SEAL ALL MAINTAIN PRODUCT HARRANTY EIUILT OVER AMOTHET2 JOINT5. PITCH 6UTTER5 MIN. 1/8'/ET.PROVIDE P.Y.G.REGEPTOR5 92 (MODEL Al ) ROOF PLAN U) A5 NTS. A- 51 b"ABOVE GRADE TO RECEIVE LEADERS(CLOSED GAP DESIGN). W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED