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Home My WebLink About46392-Z .r.�" ��otioS�FFDt'�coGy Town of Southold 7/21/2022 a P.O.Box 1179 0 y 53095 Main Rd oy • �� 0 ao .�: Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43276 Date: 7/21/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 49 Harvest Pointe Ln Unit 103, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-2-47 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/21/2021 pursuant to which Building Permit No. 46392 dated 6/9/2021 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 qpplied for. The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0157 7/6/2022 ELECTRICAL CERTIFICATE NO. 46392 7/14/2022 PLUMBERS CERTIFICATION DATED 7/1/2022 All ffqkPlurjNg Contrac rs Inc Aut zed 0 nature o�suFFocp�o TOWN OF SOUTHOLD BUILDING DEPARTMENT C x TOWN CLERK'S OFFICE "may • � . 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#: 46392 Date: 6/9/2021 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 #103, A model) At premises located at: 49 Harvest Pointe Ln Unit 103, Cutchogue SCTM #473889 Sec/Block/Lot# 102.1-2-47 Pursuant to application dated 6/21/2021 and approved by the Building Inspector. To expire on 12/9/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,133.20 CO-NEW DWELLING $50.00 Total: $2,183.20 Building Inspector Form No.G TOWN OF SOUTHOLD BUILDING DEPAR'T'MENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: g L 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: I. 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 Occupanc is C. Fees . denied, the Building Inspector shall state the reasons therefor in writing to the applicant. y 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00, Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 Date. New Construction: Old or Pre-existing Building: the o e Location of Property: KLA II'' ( ) P Y= IK.0 b1/1 T� U_g kf House No. Street Owner or Owners of Property: Daz��04� �t,�!/d� FIamlet C 4�v Suffolk County Tax Map No 1000,Section �� t Subdivision Block ®�_Lot _ DLF7 _ -��r o`er � . � Filed Map. 7 Lot: t7 q', Permit No. Date of Permit._ Applicant: /�hoy / l° Health Dept. Approval: d— l / Underwriters Approval: Planning Board Approval: 17 Request for: "Temporary Certifi ate Final Certificate:_ ch ck one) Tee Submitted:S 4 v a A icant igna r, -- CONSENT TO INSPECTION el the undersigned, do(es)hereby state: Owner(s)Name(s) That the undersigned (is) (are)the owner(s)of the premises 'n e T w of Southold,located at �Cl�U04f P j it, fro 3 which is shown and designated on the Suffolk County Tax Map as District 1000, Section 10,L0 0 Block—.01_, Lot 04�j . That the undersigned(has) (have)filed, or cause to be filed, an application in the Southold Town Buildi Inspe toy's Office for the gfillowirib, In Z 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: J _� ��!rVinta�) (Signature) (Print Name) o�SUF�Dtfr�o� "" BUILDING DEPARTMENT-Electrical Inspector V o TOWN OF SOUTHOLD '.Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX(631) 765-9502 roger.richert(@-town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: ` ^)"G Date: Company Name: ffi-Thl if C1146 i Name: License No.: email: . . C Address: Phone No.: to JOB SITE INFORMATION: (All information Required) Name: Address: UQ,c�tibi,64c Loi Uiut0/Dn ,Cj.&hcru-e, #W.119as Cross Street: Phone No.: i Bldg.Permit#: L[ (o?B Z email; A—ea-M a14 Lo Tax Map'D!strict: 1000. Section: -C" Block: .(� Lot: Cpl. BRIEF DESCRIPTION OF WORK(Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YES NO Rough In Final Do you need a Temp Certificate?: E 1 NO Issued OnprVIG,t Q -AA- 4 Temp Inforrnatio (All information required) Service Size 1 P 3 Ph Size: T d A #Meters I Ofd Meter# �ewServi - Fire Reconnect- Flood Reconnect-Service Reconnected -Underground - Overhead Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION rp �0 /\\1982-Request for Inspecoon FormAs �� pF SOUTyo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 iQ sean.deviinCa)_town.southold.ny.us Southold,NY 11971-0959 Q�yCOw N'�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Rimor Development LLC Address: 49 Harvest Pointe LN # 103 city,Cutchogue st: NY zip: 11935 Building Permit#: 46392 Section: 102.1 Block: 2 Lot: 47 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 Surrey Attic X Garage X INVENTORY Service 1 ph X Heat Detector 1 Duplec Recpt 68 Ceiling Fixtures 20 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 7 Wall Fixtures 4 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 4 Transformer UC Lights 12' Dryer Recpt GaS Emergency Fixtures Time Clocks Disconnect Switches 44 4'LED Exit Fixtures 11 Pump El Other Equipment: Gas FP, Fridge, Oven , Hood, DW, W/D Notes: Two Story Unfinished Basement Inspector Signature: Date: July 14, 2022 S.Devlin-Cert Electrical Compliance Form �� 1 , lg solu do �� Town Hall Annex $ Telephone(631)765-1802 54375 Main Road Pax(631)765-9502 Cn P.O.Box 1179 G Southold,NY 11971-0959 Q �� u 'v,��' BUILDING DEPARTMENT TOWN OF SOU`I HOLD CE)fMFICATION Date: .__I j Building Permit No. L I�P 3 q-'2 (U-Ajj Owner:�nb k ZaW , L L C (Please print Plumber: A l l SU-401 K (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of _ . 20 a' Notary Public,�tA County �i't.y i>'ri r IJ�I 4PN No_-n'y Pub4c,State of NewYoi-" Reg.No.01 F16368364 Quali-szd in Suffolk County comn•lission l=cpi rs /a-/I•�a1s l o� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 [ /FOUNDATION IST A1,0 [ . ] 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 VIOLAON [ ]_PRE C/O REMARKS: k +C74__ a �� 10C. SlJq . DATE l?J ?�D INSPECTOR / \ �OOUj � `� l 0_'7u Lol� 6 � f So TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm ' 765-1802 INSPECT [ ] FOUNDATION IST [ UUGH PL13G. [ FOUNDATION 2ND. [ ] INSULATION/CAULKING ] FRAMING/cTQeaaING [ ] FINAL [ ] FIREPLACE & CHIMNEY ' [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR apF SO(/Thp # # TOWN- OF.SOUTHOLD BUILDING DEPT. 765-1802 1 NSPECTION -[ ]. 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 REMARKS: W e c� r DATE11-2--- INSPECTOR %s ° 3 �f ri� lO'� OF SOUTy�� # # TOWN OF SOUTHOLD BUILDING DEPT. �o • �o `ycou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLBG. [. ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [" ] FIREPLACE-& CHIMNEY [ -1 FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] -FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: G3 .. _��_". til o✓�. C� o o � ft 14/1& t M&0 DATE 2 INSPECTOR 01AV �O� SOUTy�� ' I4-� rn�# # TOWN/ OF SOU�TNHOLD BUILDING DEPT. couuv��`' 631-765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION/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: S - i y off' LU MA 4-94 tU OP �Lt, 60RAPtLL r � {�V Vlf./�� ova p��,� DATE INSPECTOR OF SOOTY° Ll (o 27, C Z ver # TOWN OF SOUTHOLD 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 711q /22, INSPECTOR a \ * # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 ANSPECTION- UNDATION ] O1ST [ ] ROUGH PLBG. [ X 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 REMARKS: — - I - - 4 Uo�v a DATE INSPECTOR ' "� � s .�., ' i a f.' ��,:5 Y� .. ''f. f �, _ � y:. � ,,.. iy �.��FR �r � i �3 z. >' .` J. ;, a�� I � ,.,- LJ �� .w� • � � '� r « r �� !; - *s ' R., ,� �, � .. .. �. - - -..�, �,ti <: ,,, - -- - --- :rte- ,,� ., _.- .. £ .. r .-- ,--,: ... 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J ..�,.F�' .. 1 �` i d� '� L yS � � f `y � i� is r ti ,. � / � �. i .... � �l 1 µ ar l Y4 �� '� � ¢^S • �� s �`, ,� ,� �' �- ` � ,. . _ � �� , ;: �,;�3 � � � { i . �, � J. u , Y 1� . .. M1 �1 r .< r ' �. ,. / ,y,, 3 t M ' gg 44 u 3 i i ��yyyy i= r A a § f x , v a r yrr � _ 1 tj$ w ffi F y d//11ee w\ �9 r F a r. R - I < \ k I q Y mss. I .}��' �'- � � "� 4 ! - ...✓ -_,. i 5+t t ,9) p i V _ '"'may-� �►.vTQld .I •,�'j. '�" a� : a { - ..•. - - � ' ' ,.� - fir• �; t 4 9 F } 1 Y y' w. r wpm , A 61 31-Z t11 t ro ,� � f �� M• � 1 �r � # �, �, ,.� '+�`guy �•�� :;: .v, Z } ?SY111Wh 1L f i r w i k ZF — Ciel a i i MECHANICAL CORPORATION HEATING AND AIR CONDITIONING March 11, 2019 Michael J. Verity Town of Southhold Building Department Town Hall Annex Building 54375 Route 25 Southhold, NY 11971 Tel: (631) 765-1802 Fax: (631) 765-9502 Subject: Harvest Point Residential Units Dear Mr. Verity Please be advised that the basements of all the residential units at the above referenced project have been included in our Manual J load calculations. Best regards, Louis DeSantis President 20 Feldland Street, Bohemia: NY 11716- (631) 563-1298 • Fax: (631)563-2954 CRCH ARCHITECTURE PC 3750 ExPREss ®RIVE SOUTH .QUITE 202 I ISLANDIA, NY 117.4.9 WWW.QRCHARCHITECTURE.COM (631)864-3395 November 14, 2018 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold NY 11971 Attn. Ms.Amanda Nunernaker Plans Examiner Re: Harvest Pointe at Cutchogue Dear Ms. Nunemaker, The following two insul tion prod uc s noted below have been selected for their flame/smoke spread properties to meet the requirements of the New Y rk State Residential Code for both spray foam and draped blanket insulation exposed in basement condition. Spray Foam Insulation at Rim Joist: Sill Plates Headers and Rim Joist (Residential Code Section R316.5.11 Maximum thickness 3 XI" (provided ±3") Flame spread index 25 or less and smoke-development index of 450 or less is provided: Provided/Installed Bayseal Closed Cell Spray Foam Insulation report less than 4" (see products sheet) provides flame spread index of 25 or leis and smoke development index less than 450 in accordance with ASTME84. Draped Foundation Wal Insulation Blanket (Residential Code Section R302.10.1 Insulation materials, including facing shall have a flame spread index not to exceed 25 with an accompanying smoke. Development index not to exceed 450. Provided/Installed. Ecotouch Flam I Spread 25 Fiberglass Insulation:, (see product cut sheet) Provides a flame spread Index of less than 25 and smoke-development Index less than 50 in accordance with ASTM espectfu ly submi ed, D A t'o �5 gERT C Glen Cherve yi IA, LEER AP Principal / V(� '9�• �238A � Q� �F NE�`l GRCH ARCHITECTURE PC . 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLANDIA, NY 11749 W W W.GRCH.ARCHITECTURE.COM (631)864-3395 May 01, 2022 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 Basement Code Conformance Unit# 103—Permit#46392 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 2020 Energy Conservation Construction Code of New York State, R402.2.9 Basement walls. Walls associated with conditioned basements shall be insulated from the top of the basement wall down to 10 feet(3048 mm) below grade or to the basement floor, whichever is less. Res ectfully s bmitted, ED ARc �\CO e.��ERT Cly CIA 2� G rveny, AIA, LEED AP Prind I Nj� "9 0 8AfJ T�OF NE�-1 GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 1 ISLANDIA, NY 11749 W W W.GRCHARCHITECTUFtE.COM (631)864-3395 May 01, 2022 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# 103— Permit#46392 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. Respectful submitted, ED ARC, �QgERT C 6 e erveny,AIA, LEED AP Pri ipal N '9 0238A'3 TFOF NE�y Manual S Compliance Report Job: wrlghtsoft, Date: Jun 15,2022 Entire House By: Energy Testing Services Energy Testing Services 1648-E Locust Ave,Bohemia,NY 11716 • Oct Information" For: 49 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: 71.07 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-Jun-15 16:43:43 Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 J CCI1...Model Al MAN JSD\Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W 1� Residential Plans Examiner Review • Form ACCK. • - - •. • Equipment, 15 Mar 09 AF�NrgCademsdArtia�i Header Information Contractor: Energy Testing Services REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets): Yes ❑ No Mechanical license: or MJ1AE Form*(and supporting worksheets): Yes ❑ No F1 OEM performance data(heating,cooling,blower): Yes ❑ No ❑ Building plan#: Manual D Friction Rate Worksheet: Yes ❑ No ❑ Duct distribution sketch: Yes ❑ No ❑ Home address(Street or Lot#,Block,Subdivision):49 Harvest Pointe Lane, Cutchogue, NY 11935 HVAC LOAD CALCULATION ,0 Design Conditions Buildinq Construction Information Winter Design Conditions Building Outdoor temperature: 10 *F Orientation: Front Door faces West Indoor temperature: 68 'F 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/lb @50% RH Eave overhang depth: 1,0 ft Sensible heat gain: 19979 Btuh Internal shade: blinds Blinds,drapes,etc. EOve Latent heat gain: 3977 Btuh Depth Window Total heat gain: 23957 Btuh Number of skylights: 0 EQUIPMENTHVAC • ,0 Heating Equipment Data Cooling Equipment Data Blower Data Equipment type: Gas furnace Equipment type: SplitAC Heating cfm: 875 Fumace,Heat pump,Boiler,etc. Air Conditioner,Heat pump,etc. Cooling cfm: 800 Model: Generic Model: Generic Static pressure: 0.60 in H2O AFUE 92 SEER 16.0+ Fan's rated external static pressure for Heating output capacity: 48000 Btuh Total cooling capacity: 0 Btuh design airflow Heat pumps-capacity at winter design outdoor conditions Sensible cooling capacity. Q 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 ft Available static pressure(ASP): 0,01 in H2O Friction rate: 0.001 in/100ft Branch duct: Round flex metal,Sheet metal Friction Rate=ASP+(TELx 100) I declare the load calculation,equipment,equipment selection and duct design were rigorously performed based on the building plan listed above. •- •the claims made on -forms will •- subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved for County, • •. orAuthority •jurisdiction - *Home qualifies for MJ1AE Form based on Abridged Edition Checklist Wr1gF71SOfC® Right-Suite®Universal 2018 18.0.32 RSU20066 -�- wrrightsoft� Load Short Form Date: Jun 15,2022 Entire House By: Energy Testing Services... Energy Testing Services 1648-E Locust Ave,Bohemia,NY 11716 Project • • For: 49 Harvest Pointe Lane, Cutchogue, NY 11935 Degign • • 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 (ftz) (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-Jun-15 16:43:43 �, .I"' awn,w•rd.+.+» +h.a,�„m.+ Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 ,cm...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-Jun-15 16:43:43 :vna•�e.a.m,.u.u...,n„„,.,, Right-Suite®Universal 2018 18.0.32 RSU20066 Page 2 AN...Model Al MAN JSD\Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W 1A/C19htSOft- Project Summar Job: Date: Jun 15,2022 Entire House By: Energy Testing Services... Energy Testing Services 1648-E Locust Ave,Bohemia,NY 11716 Project Information For: 49 Harvest Pointe Lane, Cutchogue, NY 11935 N otes: 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(ftp) 3788 3788 Equipment latent load 3500 Btuh Volume(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. �.�� wrigFttsoft» Right-Suite®Universal 2018 18.0.32 RSU20066 2022-Jun-1516:43:43Page 1 9l�CA...Model Al MAN JSD1Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W N Second Floor Bed 3 81 cfm 129 cfm 30 cfm Loft 6x16 p Riser E Ret Riser 28 cfm10 6x16 A 2 Stair Up .lob#: Energy Testing Services Scale: 1 : 106 Performed by Energy Testing Services L... Page 1 1648-E Locust Ave Right-Suite®Universal 2018 49 Harvest Pointe Lane,Cutchogue,NY 11935 Bohemia,NY 11716 16.0.32 RSU20066 2022-Jun-15 16:43:59 ...SD\Rimor Model Al MAN JSD JA.rup i N Main Floor Broan Exhaust Fan Model L150 68CFM Energy Star ✓ c m Continuous Use 1 Timer Breakfast Area 01 cfm L51 dm K82 cfm 9182 fm Master Bath Master Bed Ik99 cfm t. cfm Ktchen Living Room Hall SRaer WIC 1 �16cf undry34 m WIC 2 K12 Ngth 1 g7cfm Stair Foyer Bed 2 Garage L91 cfm 8' Job#: Energy Testing Services Scale: 1 : 106 ' Performed by Energy Testing Services L... Page 2 1648-E Locust Ave Right-Suite®Universal 2018 49 Harvest Pointe.Lane,Cutchogue,NY 11935 Bohemia,NY 11716 18.0.32 RSU20066 2022-Jun-15 16:43:59 SD\Rimor Model Al MAN JSD JA.rup N Basement Make up air 68 \r-Gnn i Skuttle Model 2161 262 cfm 6 9„ 6„ 14" 6" — X 16 10' - - T28r - - Or, 36 6 9„36x1 S” 4 4 Basen ent 26" 8 up Riser Ret Riser 10" 4x16 10" 87 drn 87 cfm U&.87drn Job#: Energy Testing Services Scale: 1 : 106 Performed by Energy Testing Services L... Page 3 1648-E Locust Ave Right-Suite®Universal 2018 49 Harvest Pointe Lane,Cutchogue,NY 11935 Bohemia,NY 11716 18.0.32 RSU20066 2022-Jun-15 16:43:59 SD\Rimor Model Al MAN JSD JA.rup Duct System SumJob: -�+ wrightsoft® Summary Date: Jun 15,2022 Entire House By: Energy Testing Services... Energy Testing Services 1648-E Locust Ave,Bohemia,NY 11716 Project • • For: 49 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 Supply Branch 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 694 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 st5 Bold/italic values have been manually overridden W5Oft- 2022-Jun-1516:43:43 PIf�f1t ,ir►� ..0rilq..u.n.�,�.� Right-Suite®Universal 2018 18,0.32 RSU20066 Page 1 Model Al MAN JSD\Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W Supply Detail Table Trunk Htg Clg 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 Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk 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 Return Trunk Detail Table Trunk Htg Clg 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 0 Wflghtsoft, 2022-Jun-1516:43:43 .—,., ,.,�,,.,�.,, Right-Suite®Universal 2018 18.0.32 RSU20066 Page 2 AiC 1...Model Al MAN JSD1Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W Home Energy Rating Certificate Property HERS Holly Al - Unit 103 Rating Type: Confirmed Certified Energy Rater: Michael Fauci Harvest Pointe Rating Date: 2022-07-07 Rating Number: MC193 49 Harvest Pointe Ln Registry ID: 974325289 Cutchogue, NY 11935 Estimated Annual Energy Cost Percent HERS Index: 56 Efficient Home Comparison: 44% Better Heating 72.1 Use MMBtu Cost Cost$157 10% General Information Cooling 1.5 $83 5% Conditioned Area 3757 sq. ft. House Type Single-family detached Hot Water 1.2.1 $13 1% Conditioned Volume 42016 cubic ft. Foundation Conditioned basement Lights/Appliances 24.7 $1182 76% Bedrooms 3 Photovoltaics -0.0 $-0 -0% Service Charges $120 8% Mechanical Systems Features Total 110.4 $1556 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 101.00 CFM25 2015 IECC UA Compliance Ventilation System Exhaust Only: 130 cfm, 30.0 watts. 2018 IECC UA Compliance Programmable Thermostat Heat=Yes; Cool=Yes ECCC New York State 2020 Building Shell Features Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under Sealed Attic NA Exposed Floor NA Vaulted Ceiling NA Window Type U-Value: 0.290, SHGC: 0.280 Above Grade Walls R-21.0 Infiltration Rate 1874 CFM50 (2.68 ACH50) Foundation Walls R-13.0 Method Blower door 1874 CFM x 60 Min/hr/42016 Ft^3 = 2.68 ACH@50Pa Energy Testing Services, LLC. 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 631-244-9333 Refrigerator (kWh/yr) 568 Clothes Dryer CEF 3.49 Dishwasher(kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: 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. NY-ECCC 2020 Certificate 49 Harvest Pointe Ln, Cutchogue, NY 11935 Building Envelope Insulation Ceiling R-37.7 Above Grade Walls R-21.0 Foundation Walls R-13.0 Exposed Floor NA Slab R-0.0 Edge, R-0.0 Under Infiltration Htg: 1874 Clg: 1874 CFM50 Duct R-8.0 Total Duct Leakage 101.00 CFM 25 Pascals Window.Data` U_Factor SHGC Window 0.290 0.280 Mechanical Equipment HEAT: Fuel-fired air distribution, Natural gas, 95.0 AFUE. COOL: Air conditioner, Electric, 16.0 SEER. DHW: Conventional, Natural gas, 0.69 EF, 75.0 Gal. HERS Index: 56 _ Builder or Deng .R` fes ' n _ Signature / �/��K REM/Rate - Residential Energy Analysis and Rating Software v1'6.0.6 Energy Testing Services 2022 Combustion Safety Testing Form Certified Home Address: 49 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: 2022-07-07 Outdoors Temp During Test: 80 OF CAZ Depressurization (NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes 0 No❑✓ Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: Heatillg-'Systm. Primary: Yes❑✓ No❑ Tvne: Furnace ✓❑Boiler❑Heat Pump El Other❑ t z Veittine Type 3 Drat S ills e Sip Mage CO 'CO E tcien Fuel Type: Circle Type) Pascal (Worst Case (Natural) orst Case (Natural) Rating:95.0 N❑✓ P[I O❑E❑ NQN0MgS_0 NSA Pa. Pass❑✓ Fail❑_ Pass❑✓_FailEl N/A PPM N/A PPM Yes ✓❑ Type: Standard Tank ✓Dlndirect Tankless El Size: 0.69 Style Common Vent ElWptel'lYeate> Primary: No InstantaneousF Commercial See Note 5 below (Gallons ❑ Q L_I_l ) ) 4 Stand Alone ✓� s z `Venting Types Dra9t Sip llaee Spillage(Nan ural). CO. CO E tcien Fuel Type Circle T (Pascal) (Worse Case ( yep) (P ) (W ) (Worse Case) (Natural) IF: 0.75 N✓❑P❑O aE_E] N❑M❑✓ S❑ N/A Pa. Pass❑✓ Fail❑ PassE Fail N/A PPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes_✓❑ No❑ Oven CO NIA PPM Ambient CO(During Oven CO Testing) N/A PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE. If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. a Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 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: J Date: 2022-07-07 OFFICE LOCATION: - MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 r ® ®�fl�/` Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Telephone:631765-1938 Southold,NY :. www.southoldtownny.gov x PLANNING SOAI3.D OFFICE TOWN OF SOUTHOLD June 7, 2022 Mr..Henry Alia Rimor Development LLC P.O. Box 908 Cutchogue, NY 11935 Re: Site Plan Inspection, Certificates of Occupancy Units 47—58, 103 & 104 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#47— 58, 103 and 104 of the above-referenced Residential Site Plan have been completed based on the site inspection made on May 31, 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 fourteen (14) 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 SCOTT A. RUSSELL � ;�f'.4��: ;' MICHAEL M. COLLINS, P.E. SUPERVISOR s ` :ra TOWN ENGINEER TOWN HALL - 53095 MAIN ROAD } TOWN OF SOUTHOLD,NEW YORK 11971 Fax. (631)-765—9015 Tel (63I)-765—1560 ' ' `' ti ';. rau'; -t3ar_y OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Brian Cummings June 3, 2022 Planner Southold Town Planning Department 54375 Main Road Southold, New York 11971 Re: Harvest Pointe—Units 47-58 & 103-104 Chapter 236 Inspection Dear Mr. Cummings: I have inspected Harvest Pointe and determined that the developer has achieved final stabilization for the front lawn areas of units 47-58& 103-104. The rear areas and some side areas have not achieved final stabilization but have been seeded and should be fully stabilized within two weeks. Additionally, the driveways of these units have not yet been paved but the base material has been placed and thoroughly compacted. 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 fourteen (14) 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, e.-4M Michael M. Collins, P.E. Town Engineer cc: Michael Verity, Chief Building Inspector FIELD INSPECTION REPORT PATE. . COMME S FOUNDATION(IST) to( FOUNDATION(2ND) i z � o 0 1l s ca I ROUGH FRAMING& / PLUMBING 41 i6 p j r INSULATION PER N.Y. STATE ENERGY CODE falso -bin CN ilkW AD �4b FINAL Q ADDITIONAL COMMENTS � o . Aanda-h 1p .0 uN y� •V� 0 V W yyV l cy c`��oSU cod; TOWN OF SOUTHOLD—BUILDING DEPARTMENT '_ �2 Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 htti)s://www.southoldtownny-gov Date Received For Office Use Only PERMIT NO. Building Inspector: Applications and forms must be filled out in their entirety.Incomplete applications MAY 2 1 2021 will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. APPLICATION FOR BUILDING PERIV11T Date: =a, OWNER(S)OF PROPERTY: Name: Rimor Development Tax Map#:SCTM#1000- 102.01 - 02- Physical Address: Ll q OCA kVO4+ 1V1 Phone#: 631-678-2667 Email: teamalia65@gmail.corn Mailing Address: CONTACT PERSON: Name:Henry Alia Mailing Address: PO Box 908 Cutchogue, NY 11935 Phone#: 631-678-2667 Email: teamalia65@gmail.com DESIGN PROFESSIONAL INFORMATION: Name:GRCH Architecture Mailing Address: 3750 Express Dr.South Islandia, NY 11749 Phone#: 631-864-3395 Email: CONTRACTOR INFORMATION: Name:Rimor Development Mailing Address: PO Box 908 Cutchogue, NY 11935 Phone#: 631-678-2667 Email: teamalia65@gmail.com DESCRIPTION OF PROPOSED CONSTRUCTION ONew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $300,000.00 Will the lot be re-graded? 2Yes El No Will excess fill be removed from premises? ❑Yes ;7No PROPERTY INFORMATION Existing use of property: Intended use of property: Condo-resitdential Date of Purchase: Name of Former Owner: 1 Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? �ZYes ❑No IF YES, PROVIDE A COPY. 0 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. 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,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(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to ectio 210.45 of the New York State Penal Law. Application Submitted By(print na e): Henry Iia Authorize Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Henry Alia being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the Agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief, and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of 20,Q I Notdry ublic SHERRY PIRONE NOTARY PUBLIC,STATE OF NEW YORK PROPERTY OWNER AUTHOR!ZMpation No. 01P16388308 (Where the applicant is not te ownQ0alified in Suffolk County Commission Expires March 04, 2023 I residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name BUILDING DEPARTMENT-Electrical Inspector "4 TOWN OF SOUTHOLD '_.--Town Hall Annex - 54375 Main Road - PO Box 1179 2021 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 i-oger.richerta-town.southold.nv.us APPLICATION FOR ELECTRICAL INSPECTION 7 REQUESTED BY: Date: r ,fy\� I& J- Company Name: IrY\ Name: License No.: jr email: 11 p 1eC Address: q) y Ps u L4 �4 Q-x a2k [Phone No.. C) (L JOB SITE INFORMATION: (All Information Required) Name: Address: 0t 103 lei 33 \J Cross Street: wl I I<4nnt Lf� Phone No.: (k'D';P Bldg.Permit#: 4 2- email: �,, C�JleA W�o Tax Map District: 1000 Section: Block: C)LL Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) circle Alb That Apply: Is job ready for inspection?: YES NO Rough Rough In Final Do you need a Temp Certificate?: E61 NO Issued On 21 Tamp Mformatiop"�-�' (All information required) Service Size ( 3 Ph Size: (L-> A # Meters Old Meter#'-i 2P Eew S�ervl -ie - Fire Reconnect- Flood Reconnect- Service Reconnected -Underground - Overhead # Underground Laterals c,"), 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION m 82-Request for Inspection FormAs BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD _Town Hall Annex - 54375 Main Road - PO Box 1179 ap ace 1V p 2 021 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 i-oger.richert(dtowii.southold.nv.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: ae: C1 Ve <w 1-111 IQ Date:- — i�' Z' " Company Name: lft-L L' Name: License No.: email: Jec Address: � r-- Phone No.:. JOB SITE INFORMATION: (All information Required) C Lutc hr-'O'I I-e— Name: 0A,V% Z 'A+ I (')� Address: Liq Wwumf 'Pboi4c Lci ( Wjfl03 D&knu-el.. Aw 11935" Cross Street: Phone No.: Bldg.Permit#: 4 6?A 2- email: 4ecw-, al' LQ�o Tax Map District: 1000 Section: IC Block: C)).L Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YES NO Rough In Final Do you need a Temp Certificate?: E61 NO Issued On Tamp lnformafl (All information required) Service Size P 3 Ph Size: _15 (2> A # Meters Old Meter# IE' ewDServi ie - Fire Reconnect - Flood Reconnect- Service Reconnected - Underground - Overhead # Underground LateralsCl ) 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form.xis 19N PERMIT# Address: Switches l.I Outlets GFI's 1 Surface SX.) Sconces H H's '� 2 UC Lts Fans Fridge HW 5 �� Exhaust 3 Oven 1 Dryer ! oL — Smokes Z, DW f Service ( Micro, Generator Combo -.. --._. 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I/ EMERGENCY 2 AT HYDRANT (TYP) GRASSED =R=A s BEARING SL.FB--`:� (SEE DETAIrQ 3 f / EXISTING CHAIN LINK / - FENCE TO ! �C NATURAL BUFFER AREA REMAIN V.Wil(__Y v_- �_1�_- _�d—k �-- — T — R5-1 °a N36'S4'20"W R5-11 I CONNECT EMERGEN( ACCESS ROAD TO E PAVEMENT EDGE; P y DETAIL); EMERGENC USED AS A CONSTF 4 FOR ANY OTHER Pt l 3'`� J' +)" +''1.•.7 �"� S, y C° �f Q w v) w � u c ti, G� Water Lln®(s) tom!�T Be Inspected B B�Ik County Dept. Of Health y The �, C811 852-5754 48 Hours In Advance To Schedule Inspe 0 (sje APPROVED IN ACCORDANCE WITH BOARD OF O 00 REVIEW DETEkMINATION DATED s'-8- 12 z z W o SBI8DECF T63 CS MANTS RESTRICTIONS USER Z Z � z LLJZ o PAGE W 0. Q Y m F- w ® o O � 2 LL �- � co< 'NEM'S CERTIFICATION RE:Q IRI�C. � Lel SUIBMIT PE. OR R.A. CERT;F 1CA a j0N > W FOR I1VSY'ALLATMIN Ai4rj 4C?tdsi 1�ie1�,Tf®!!I �' (, en ® o 0 0 FOR F1 HA LLAPPROVAL, < o PPRCVAL. SkrfG - o I- © z C/) :�°` -3 o SuffolL Catxn IDe artment of I-l:ealtla S� i; C..S . .x•16"' t- Approval for Constructiaa-®ther T-hai Single l!'amily ` C6 Reference No. �l0�av ��, ,Design 'IOW_,3,_/__oo PROJECT NO.: ®®26 Use(s) -��_ _�s �-�J'9js_` r _ __ BRAWN BY: `Z�hese plans have been reviewed for general COIliOP�72aI1 �ayuffOl� KCK County Department of Ixealtlt Services standards, relating to %'later CHECKED BY: TFL supply and sewage disposal. regardless of any omissiotls, DATE: _ inconsistencies or lack of detail, construction is regttireo 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 5P Appraval Date Rev! SHEET No.: RevkQd Playa Approved /o- s - 2424 Exlolr - ® z®23 0`1 F 5 S.C.D.H.S. APPROVAL SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES FOR OFFICE USE ONLY OFFICE OF WASTEWATER MANAGEMENT Health Department Ref.No. 360 YAPHANK AVENUE,SUITE 2C,YAPHANK,NY 11980 (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 1FOR ALL RENEWALS AND TRANSFERS EXISTING REFERENCE NUMBER: R10-17- District 10-1 7- Tax Ma No.: District Section Block Lot MQ 1000 1 -0 2,� Name of Current Applicant: Rimor Development LLC Tel#: (631) . 7359200 Mailing Address: PO Box 908, Cutchogue, IVY 11935 Email Address:teamalia65@gmail.com Name of Current Agent:Henry Alia Tel#: (631) 67$2667 Mailing Address:PO BOX 908, Cutchogue, IVY 11935 Email Address:teamalia65@gmail.com DATE OF ORIGINAL APPROVAL: 09/08/2017 *If more than 6 years old and SCDHS sites'i"nspections have not been erformed,a new a lication will be re uirdd, SECTION 2 FOR TRANSFERS WITH PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant/Agent: Tel#: ( - I hereby transfer all rights and interest in the above referenced permit to the new applicant named above; Signature of Previous Applicant/Agent: Date: SECTION 3 FOR TRANSFERS WITHOUT PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant's - Architect/Engineer/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, REN (check applicable) a permit to construct in accordance with this application,surveys and plans submitted. I herebertify at I ave examined this complete application and the statements therein are true and correct,and that all work shall be done in a c rdagg e with all applicable Town,County,State and Federal Laws. `'Any false statement made herein is punishable as a misde a or $rsua o S210.45 of New York State Penal Law" Signature of Current Applicant/Agent �. Date 10 � �i Zv Print Name of Current Applicant/Agent n Alla Title Agent/Project Manager ry DEPART]\t SE ONLY =sfUntil �— 23 Number of Bedrooms ApprovedAIZA— entative Date !® VOMM-104(Rev. 02/12) * /0-3 -9q(028--z I NOTES: q 43.8' m THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE cli PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, 1.5' n - Vw(1 PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. 8.4' J M cq I O II 4.9' IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, n PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY uj Z Q M PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED O Z N PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF I F 1 1 1 I AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE w / / /Y ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND 1.4' Q LL 2 7 Q/" «<jjj THE NOTATION*ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH p'nj Z LL _ — 12 a' L ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. N 3.3' O a I C7 N < L��1/� 1 COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED o'� IL LL O I `�-' /I/ - I r 1 v SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID TRUE COPY. Z ZiV' Q 1 0' Z ( C9 0 V " NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS I 3 - OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. O O 28.5' o LU PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE 2 Z N 20.5' `- w CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, F— SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS =� N 53°05'40" E 37.26' OTHER THAN VISIBLE PERMANENT STRUCTURES. Z D W Z ::> COPYRIGHTO NELSON 8 POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS 00 2a 5' N 20.5' - _ O W '' RESERVED.NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, o d F N LU .- CV /'� > RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED N I'-Q m (� 0 `-' N 0— Q IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN `a ) >O } rn I 1.0 CQ a PERMISSION OF THE SURVEYOR. co M Q U) 3.3' J cv I Q N U0 ro THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL IJJ = MUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FORANY OTHER Z =Q ro CD O II I CA 3 O Z C) _ 12.8' CD PURPOSE. 0 `— CV '^ LL L0 I ZLL co 'V �� >0 M a I 8.3' 010 as' oo f/) � pj 1.51 I 43.9' cn 2 N 53005'40" E 42.11' Lu N 04 I ff� �', ;;t 00 W m Li NF�,y� U) cy) a JCq O� V, Lam•' Ir 9 O S 81034'23" E 4, 50213 � 67.78 o� ¢ `�O ANO s� NOV 1 6 2021 0 �s`0 � I I o C lj zi BUILDING DEPT. i9co�� Q o Of TOWN OF SOUTHOLD co 10-27-2021 FOUNDATION LOCATION FOUNDATION AS-CONSTRUCTED 167.99''(ACTUAL) N FOR UNITS 103-104 R=275.00' L=77.85' S52°55'20"W UNIT DESIGNATION MAP OF W w HARVEST POINTE CONDOMINIUM 2 N o FILE NO.:490 FILED September 28,2020 N C) TOWN OF I SITUATED AT S 40052'38" E o o CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK 27.03' . N I,- LD SOUTHOS.C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 0200,LOTS 047.000 8048.000 S52055'20"W WNELSON & POPE 19.24' �. ENGINEERS & SURVEYORS �� 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 PHONE(631)427-5665 FAX(631)427-5620 Z I j WWW.NELSONPOPE.COM LL W SCHOOL HOUSE DRAWN BY: NP CADD No.-INDIVIDUALSURVEYS 00026_I SCALE: 0 U) LANE CHECKED BY: MS FILE NO.: SHEET NO.: 1 OF 1 DATE: 11-01-2021 PROJECT NO.: 00026 CONTROL °DI c O� 0 MODULE NOTES: N 43 8' °° THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE � PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE M NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, ZD M I W 7.3' 1.5' N PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. 8.4' Z w j ul 4.9'°? CD IT IS•A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY Z N n V O PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED O OJ u7 LL Z c) I O z PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF O I O O W `"' CO N O� m AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE O W Q F_ II II aQ W m Q ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND 1 4'IX FO Z IJy LL O Q J THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH c7'OI a 14.2' w _ a ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. 'O U)� Cr=W W 12.6' m COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED LU N I 00 3.3' N I IT.DRIVE SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. I W/8" U EGRESS F- 9 BORDER 110 W NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS IWIN.WELIJ < 1.01 c I Q OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. r TYP. 28'5' °0540" E 37.26' `7 W PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE N N 53 20.5' CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, GAS METER ELECT.MERE O LLUU SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS OTHER THAN VISIBLE PERMANENT STRUCTURES. D1° m I !L 'a COPYRIGHT©NELSON 8 POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS N l 20.5 c ❑W I M U D RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, EGRESS 28.5' N - DO RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED WIN.WELL, IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN TYP. v '� BIT.DRIVE K N = PERMISSION OF THE SURVEYOR. O 1.0 W/8"PAVER � v0 3.3' w iv BORDER D O 2ND STY.O/H� - 2 Lu Q 10 W UI LUW 14.1'' 3, go m- W I 12.8' � IO O Z o v u� �� }OF- uu > it CO Z I ZO iV b O0 I/) Z LLLL O> OL L°[1of 3 Z Vz �it _ LL: as M Q I aW 7.2' �'3 a 4.9' m 0 U ni F- 43.9' cli a o l N 53°05'40" E 42.11' w �� ppVlp,tficC DI C14 Of DI M = ILo ir� CID Lo Ixj m U) J S 81034'23" E 67.78' o v> ?Iw �s o � L) I �, QU s � M U, /Cr (n 10-27-2021 FOUNDATION LOCATION FINAL SURVEY 167.99' (ACTUtL) CN 01-25-2022 SANITARY AS-BUILTFOR UNITS 103-104 R=275.00' oa-Zo-2022 FINAL SURVEY UNIT DESIGNATION MAP OF L=77.85' S52°55'20" HARVEST POINTE CONDOMINIUM 2 W w FILE NO.:490 FILED September 28,2020 BTTUATED AT N NW CUTCHOGUE TOWN OF I TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S 40052'38" E o °0 LO ° (�1 0 S.C.T.M.DISTRICT 1000,SECTIDN 102.01,BLCCK 0200,LCIS 047.000&048.000 27.03' ) � SOUTHOLD S52°55'20"W N vO ` NELSON + POPE 19.24' L:t, 7 engineers a architects•Surveyors 70 Maxess Road,Melville,NY 11747. 631.427.5665• nelsonpope.com z w DRAWN BY: NP ADD No., 00026 � � SCHOOL HOUSE 000zB_I SCALE: CHECKED BY: MS FILE NO.: SHEET NO.: 1 OF 1 C0 LANE 00026 ' =30' DATE: 04-22-2022 PROJECT NO.: 0 NOTES: I THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE 3 I I ca PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE f C NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, 3 S3, T PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. OO1/ IO w 0 R IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, I I 9PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY (� : PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED I 3 " PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY.IF CMODTOL ULLE c Cal AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE O- ;a 1 0 ® ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND ODI 0-1 Q 0 3 c7 w (0- > >< c: THE NOTATION"ALTERED BY FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH 43 8 bo 1" WATER I 3 , \\ ea¢�� / ca r> z ALTERATION,AND ASPECIFIC DESCRIPTION OF THE ALTERATION. Z N y o tL � 1 5'i W SERVItCE I I I ry COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED I W �}' X,J 8.4 ^ 3 W ' 0. Y+ 7>! ® SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. m rn W W 4.9' I m C� ! �' 1��-0 NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS Z toy O LU 3 I I I U W c]; -� y OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. .ic Le co N LL Z p '� �; • s :- UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED F O LU r ^ m AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE. fV 7 W rn O ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN } Z Ed N O 0) 1.4' O co Z 3230 I I U "J �y c: PLAN DATED 7/21/18.LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED Z o 22 Ur n fn I W 12'6'N _ 0] W �O W W ;_., I t 9 f^�/.-!' 0 TYPICALLY IN THE SAME TRENCH.ACCURACY OF UTILITY E NOT GUARANTEED NOR IS pN(Z' = I I~I W > - .. THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP. M 3.3' U ® FCONSULT WITH URTHER DESIGN. 4. UTILITY COMPANY PRIOR TO ANY DIGGING OR y 4"SDR-35�n I •- ST DRIVE SE �5_ '� w2z '� COI 8"PAVER d W S 0 PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE p U O1 (U (� 1'o BORDER I O W F ) m (� CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, CO. 0 28 5' o 3�3 Z LU $ SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS M� m N 20.rJ. '' 0) OTHER THAN VISIBLE PERMANENT STRUCTURES. 0'6 E� C' C'E V 0 m COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS O Ud GAS G DI 3 3 O W RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, METER ELECT.° ® I ® RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED METER m I IQ w IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN U ilI U O. 0 PERMISSION OF THE SURVEYOR. O d X28.5' NLLI.5' _ I 3 3 m (/) ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT 'O °4 STONE BASE m co OL p} azM , U 1.0' DRIVE 110 1 1 co srlowN z rn 24' UI- I W/8"PAVER U ; 3 O w � ALL SANITARY PIPING 4'AND fi"SDR35,TYPICAL. M 14"SDR-35 �- 33 LU I < iy BORDER o W Z ? 05 �U _ 12.8' 1-p o .3' LLLU o 3 3 OW ZU� M �- a- N I I I I >��/ L) Z to zo O W 0 3 3 w UF—a F--Q. N4.9' I (( 1 c9 w 8.3' M 1" WATER 3 `n15' SERVICE CV 1.5' W--w_W 0 N�� 43.9' M 3 3 I I ��` 't DAVID p DI I I Oa LU y s 4Of U W WO wLU O �O v- C6 <I�I a W • 05021 JUN ®12022 AN 10-27-2021 FOUNDATION LOCATION SANITARY AS-CONSTRUCTED �- SANITARY SYSTEM AS-BUILT TABLE 01-25-2022 SANITARY AS-BUILT FOR UNITS 103-104 STRUCTURENAME I TIE A TIE B UNIT DESIGNATION MAP OF UNITS#103-104 HARVEST 31.2' 34.8' ARVEST POINTE CONDOMINIUM2 FILE NO.: 490 FILED September 28, 2020 ST-2 36.9' 29.3' SITUATED AT LP 15.1' 57.8' CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK &C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 0200,LOTS 047.000&048.000 HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S of L � � �� ® � � � ® � UNIT No. HD REF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA �=R1079=0157_iL1Z? 1,999S.F. 486 S.F. 2,485 S.F. 60 engineers•��hB�ie�$s a surveyors R10-17-0158 1,999 S.F. 4865.F. 2,485 S.F. � 70 Maxess Road,Melville,NY 11747. 631.427.5665° nelsonpope.com DRAWN BY: NP CADD No.:INDIVIDUALS00026 S SCALE: CHECKED BY: MS FILE NO.: SHEET NO.: I OF 1 DATE: 02-09-2022 PROJECT NO.: 00026 1"=30' a C� APPROVED-Ap NOT D / J ELECTRICAL. DATE: , B.P.# INSPECTION REQUIRED FEE: - _Y: NOTIFY BUILDING DEPARTMENT AT 765-1802-- 8 AM TO 4 PM FOR-THE - FOLLOWING,INSPECTIONS: TRUSS PLACAROING REQUIRED 1. FOUNDATION : TWO REQUIRED FOR POURED CONCRETE: 2. ROUGH`- FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST PLUMBER DER.TIFICA7! BE COMPLETE FOR C.O. ON LEAD CONTENT BEFC. ALL CONSTRUCTION SHALL MEET THE CERTIFICA;TE.0F000UPA�. REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR SOLDER USED IN WA TF-!- DESIGN OR CONSTRUCTION ERRORS. SUPPLY SYSTEM CA& . EXCEED 2/10 OF Y°- COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF - `i40 ;C ; _;, I iTuni n morel pan A�I1 PCUMBING-WASTE, &:WATER LINES NEED SOUTHOLD TOWN PLANNING BOARD T� 'N�.d.BEFORE COVE RING tfrT6, N fiR�EES Da`NtJT:`;PROC.EEQkWITH. !FF3AMING UNTIL SURV15Y- OCCUPANCY OR QF FOUNDATION LOCATION USE IS UNLAWFUL Hai BEEN APPROVED. WITHOUT CERTIFICATE OF OCCUPANCY Must provide Manuals D, J and S as per NYS Energy Code RETAIN STORM WATER RUNOFF All exterior lighting Blower doorand ductwork PURSUANT TO CHAPTER 236 Installed,replaced or testing required. OF THE TOWN CODE. repaired shall conform to Chapter 172 of the Town Code PLANS ARE IN CONFORMANCE WITH THESE APPLICABLE CODES: TABLE R405.1 ' H R302.12 Draftstopping. In combustible construction where there is usable space both above and below the concealed space of a Section R316 Foam Plastic Properties of Soil Classified According to the Unified Soil Classification System C-O Z `� 2020 RESIDENTIAL CODE_ OF NEW YORK STATE 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 W c , 2020 EXISTING B U I LD I N(, C 0 D E 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 !""1 floor membrane above and a ceilin membrane below, draftsto In shall be rovided in floor-ceilin assemblies under the R316.2 Labelin and identification. Packs es and containers of foam lastic insulation and foam lastic insulation com onents delivered to SOIL CLASSIFICATION SOIL DESCRIPTION DRAINAGE FROST HEAVE CHANGE � c8i 9 PP 9 P 9 9 9 P P P GROUP SYSTEM POTENTIAL 2020 FIRE CODE 0 F N f:W YORK STATE following circumstances: the job site shall bear the label of on approved agency showing the manufacturers name, the product listing, product identification SYMBOL CHARACTERISTICS POTENTIAL EXPANSION 0 2. Floor framing is constructed of truss-type open-web or perforated members. and information sufficient to determine that the end use will comply with the requirements. GW WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, M 2020 MECHANICAL CODE= OF NEW YORK STATE R 302.1.12.1 Materials. Draftsto In material shall be not less than 1 2 inch sum board, 3 8 inch wood structural R316.4 Thermal barrier. Unless otherwise allowed in Section R316.5, foam lastic shall be se orated from LITTLE OR NO FINES coop Low Low p r >i 0- PP 9 / gyp / P P GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, \•�/ 2020 PLUMBING CODE 0 F NEW YO R{< STATE Panels. the interior.of a building by an approved thermal barrier of not less than �� inch gypsum wallboard. LITTLE OR NO FINES GOOD Low Low O ^ , v 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, V,r/ L- o 0) c0 2020 PROPERTY MAINTENANCE CODE OF NEW YORK STATE AND NEPA 70 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. LFTTLE OR NO FINES GOOD Low Low H � co � 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, � ■ >e� - 2020 NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE- P / 9YP / P q 2. The space is entered only for purposes of repairs or maintenance. LrrrLE OR NO FINES GOOD Low 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 N RESIDENTIAL PROVISIONS Exceptions: against ignition using 3/8 inch gypsum board. SM F- .- �:?Z_ SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM LOW 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 CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM LOW Z L ��m M SECTION R101 perimeter joist space without the thermal barrier specified in Section R316.4 subject to all of the following: O c M GENERAL SC CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM LOW 0 Q W m M Section R303 1. The thickness of the foam plastic shall be not more than 3Y inch. a 4 ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, u'> N Co Light, Ventilation and Heating 2. 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 0D ovisions of the 2020 Residential Code of NYS for One and Two Famil Dwellin s shall apply to the construction, alteration, the floor area of such 3. The foam lastic shall ave a fla e r R101.2 The pr Y 9 99 9 9 g p p P p y g P GROUP 2 ^ R303.1 Habitable rooms. Habitable rooms shall have an a re ate lazin area of not less than 8 ercent of h m s ead index of 25 or less and an accom an in smoke develo ed index of 450 or less SLIGHT PLASTICITY .- movement, enlargement, replacement, repair, equipment, use and occupancy, location, removal and demolition of detached one and rooms. 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. CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, � M m EXCeptiOnS: GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM TODLOW v and their accessory structures not more than three stories above grade plane in height. CLAYS 2 1. The glazed areas need not be operable where the opening is not required by Section R310 and awhole-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 Height above finished rade. Concrete and mason foundation walls shall extend above the finished rade ad' Continuous Insulation: Insulating material that is continuous across all structural members without thermal bridges other that 2. The lazed areas need not be installed in rooms where Exce tion 1 is satisfied and artificial li ht is rovided that is ry g �acent to the fasteners and service o enin s. It is installed on the interior or exterior or is integral to any opaque surface of the building 9 P 9 P 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 masonry veneer is used and a minimum of 6 inches elsewhere. P 9 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 floor 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 stairway illumination. Exterior stairways shall be provided with an artificial light source located at the top landing of 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. Windborne Debris Region: Areas within hurricane-prone regions located within 1 mile of the coastal mean high water line where the stairwa . Exterior stairwa s rovidin access to a basement from the outdoor rade level shall be rovided with an y y p g 9 P and end use. Section R405 Foundation Drainage Z 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 masonry foundations. Drains shall be provided around concrete or mason foundations that retain earth and 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 and the limitations therein. Where engineered design is used in conjunction with these standards, the accordance with AWPA M4. enclose habitable or usable spaces located below grade. Drainage tiles, gravel or crushed stone drains, perforated pipe or O 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 U 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. 0 1. AWC Wood Frame Construction Manual (WFCM). (2015 EDITION) R305.1 Minimum hei ht. Minimum ceilin hei hts of 7'-0" in habitable rooms. Minimum ceilin hei hts of 6'-8" in bathrooms, toilet section. The coating weights for zinc coated fasteners shall be in accordance with ASTM A 153. Stainless steel driven fasteners Exception: A drainage system is not re uired where the foundation is installed on well drained round or sand rav R301.1.3 Engineered design. Where a building otherwise conventional construction contains structural elements exceeding the limits of Section 9 9 9 9 9 shall be in accordance with the material re uirements of ASTM F 1667. q 9 g el � R301 or otherwise not conforming to this code, these elements shall be designed in accordance with accepted engineering practice. rooms & laundry rooms. q mixture with soils according to the unified Soil Classification System, Group I Soils, as detailed in Table R405.1. CO The extent of such desi n need onl demonstrate com liance of nonconventional elements with other a licable rovisions and shall Exceptions: 9 Y P rape with the International 2. A shower or tub a ui ed with a showerhead shall have a ceiling height of not less than 6 feet 8 inches above an area R 319.1 Address identification. Buildings shall be provided with approved address identification. The address identification shall be legible Section R406 Foundation Waterproofing and Dampproofing Z be compatible with the performance of the conventional framed system. Engineered design in soca d nc q PP and laced in a osition that is visible from the street or road frontin the ro erf Address identification characters shall O of not less than 30 inches b 30 inches at the showerhead. P P 9 P P Y• R406.1 Concrete and masonry foundation dampproofing. Except where required to be waterproofed, foundation walls that retain 0 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 s elled R301.2.1 Wind desi n criteria. Buildings and portions 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 out. Each character shall be not less than 4 inches Tn hei ht with a stroke with b no le P earth and enclose interior spaces and floors below grade shall be dompproofed from the higher of (a) the top of the W 9 6 feet 4 inches of the finished floor. 9 t ss than 0.5 inch. Where required by footing or (b) 6 inches below the top of the basement floor to the finished grade usin g. the ultimate design wind speed in Table R301.2(2) as determined from Figure R301.2(5)B. the fire code official, address identification shall be provided in additional approved locations to facilitate emergency response, g a bituminous coatin O , ^ 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 rivate road and the buildin address cannot be viewed from the ublic wa a monument ole LL' u J p g g g 9 P q 9 Y P 9 n y' P R406.3.3 Porous Fill. The s ace between the excavation and the foundation wall shall be backfilled with porous fill up to a height of ~ 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 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 Z ` ' '� 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 t e of 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 YP o enin rotection. Panels shalll be recut and attached to the framin surroundin the o enin Panels shall be redrilled 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. ❑ p g p p g g p g. p R 321.1 Elevators. Where provided, passenger elevators, limited use and limited application elevators or private residence elevators shall J 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 644. �T � I�7 inches of the hinge side of an in-swinging door. 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 �■+y TABLE R301.2 1 Re 321.2 Platform Lifts. Where provided, platform lifts shall comply with ASME A18.1. ( ) 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. ['� a hazardous location. Section R322 Flood Resistant Construction „ GROUND Wind Design SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER Air Mean 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. Buildin s and structures constructed in whole or in art in flood hazard areas, includin A or V Zones and Coastal A SNOW SPEED Topographical Special Wind DESIGN FROST LINE DESIGN UNDERLAYMENT HAZARDS Freezing Annual Exceptions: 9 P 9 LOAD m h Effects CATEGORY WEATHERING TERMITE DECAY TEMP REQUIRED Index Tem Zones, as established in Table R301.2(1), and substantial improvement and repair of substantial damage of buildings and ( p ) Wind bourne DEPTH P 1. Glazing adjacent to walking surface and rail is installed 34"-38" above landing. R502.2.2 Blocking and subflooring. Blocking for fastening panel edges or fixtures shall be a minimum of utility grade lumber. F'� 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 20 140 NO (B) SEVERE 36" MODERATE SLIGHT TO 10 Yes X 1500 Section R310 Emergency Escape and Rescue Openings and constructed in accordance with ASCE 24. allow for piping or vents. /� TO HEAVY MODERATE Degrees 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 wvood or metal and not less F- 91.4 w 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 cate 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 0 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 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 lumlber, structural [j� 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 I-joists are prohibited except where permitted by the ❑ ^ 3. Ex osure D. Flat, unobstructed areas exposed to wind flowing over open 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. O P R322.3 rovided that the are desi ned and installed to reven Ex osure 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 t water from entering or accumulating within the components and R502.11.1 Wood Truss Desi n. Wood trusses shall be desi ned in accordance with a roved en ineerin rwctice & be re ared b a P to resist h drostatic and h drod namic loads and stresses, includin the effects of buo anc durin the occurrence of floodin to g g pP g g p p p y Z accordance with Section R310.2.3. Y Y Y 9 Y Y. 9 9 registered truss design professional where required by the statues of the jurisdiction in which the project is to be i h h wi d rovisions of this code shall 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 He g t. T e n p PP Y 9 rY 9 9 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 permitted by Chapter 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 6 R310.2.3.1 Ladder and ste s Window wells with a vertical de th reater than 44 inches shall be a ul ed with a ermanentl 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 wall or wall framing members where the limits of Chapter 6 are exceeded. Where the story height limits P • P 9 q PP P Y - R506.1 Concrete slab on grades to be min 3-1/2 inches thick. � i ection are exceeded the desi n of the buildin or the noncom liont 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 Q of o s s 9 g. P P than 12 inches, shall ro ect not less than 3 inches from the wall and shall be s aced not more than 18 inches on center coverin s below the elevation re uired in Section R322.2 or R322.3 shall be flood damn a 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 IF- accordance with the Building Code. P 1 P 9 q 9 blast-furnace sla assin a 2-inch sieve shall be laced on the re ared sub rade where the slab is below rade. U) vertically for the full height of the window well. provisions of FEMA TB-2. 9 P 9 P P P 9 9 ins e. i w w IIs hall 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, R310.2.3.2 Dra g W ndo e s g p p g y 9 9 9 Y U Item 1 or 2. The common wall shared by 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 R506.2.3 Va or retarder. A 6-mil 0.006 inch of eth lene ora roved va or retarder with oints la ed not less than 6 inches W or vents in the cavity of the common wall. The wall shall be rated for fire exposure 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 ( ) P Y Y PP P 1 � PP � a ainst exterior walls and the underside of the roof sheathin . Electrical installations shall be in accordance with Cha ters mixture soils in accordance with the United Soil Classification System, Group I soils, as detailed in Table R405.1. 2. Be rovided with flood o enin s that meet the followin criteria and are installed in accordance with Section R322.2.2.1: shall be placed bet.,,,m the concrete floor slab and the base course or the prepared subgrade where no base course Z) tight g 9 P » P P 9 g exists. The vapor retarder is not required for Garages, utility buildings and other unheated accessory structures. 0 34 through 43. Penetrations of the membrane of common walls for electrical outlet boxes shall be in accordance with Section 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. 0 1. Where a fire sprinkler systern 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 fire-resistance-rated wall assernbly 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 systern 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). Wall sheathing 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. i 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. DISCRIPTION R311.7.5.2 Treads. The tread depth shall be not less than 9 inches per supplement. 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 r� F40T FIRE-RESISTANCE RATED o HouRs 25 feet risers. pporting the lowest floor, with exception of piling, pile caps, columns, grade beams and 1. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOf;tATE THREE 8D COMMON. TOE NAIL PROJECTIONS FIRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE 22 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. 2. CEILING JOISTS TO TOT i'lA?' - - 1- - ;° R311 7.8 Handrails shall be provided on not less than one side of each flight of stairs with four or more risers. - THREE 8D COMMON. TOE NAIL - ri o ri 2. Basement floors that are below grade on all sides are prohibited.R 322.3.3Foundations. Buildings and structures erected in ¢ N ry ti a ai 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 IN a M oo 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. R311.7.10.1 S Ira) Stairwa s S iral stairwa s are ermitted rovided that the clear with at and below the handrail is not less than 26 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 tOD EACH FACE NAIL WALLS I-RE-RESISTANCE RATED 1 HOUR 0 feet P Y • P Y P P comply with section R325.6 6. RAFTER OR ROOF TRUSS TO PLATE 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 6J 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 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 7. ROOF 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. area of the room in which the mezzanine is located. RAFTERS underside of the roof sheathin(, deck or slab. The •ire-resistance rating shall extend the full length of the wall or assembly, R 311.8 Ramps. R 325.4 Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section R311. 8. STUD TO STUD (NO AT BWP) sD 16D COMMON. END NAIL including wall extensions through and separating attached enclosed assessor structures. R 311.8.1 Maximum slope. Ramps serving the egress door required by Section R 311.2 shall have a slope of not more than 1 unit 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 COMMON AT 24"O.C. FACE NAIL 65 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. 9. STUD TO STUD (AT BRACED WALL PANEL) 16D COMMON AT 16"O.C. FACE NAIL Z z Z Z z z 1. The aro et shall extend not less than 30 inches above the roof surfaces. horizontal 12.5 ercent . Exce tion: Where it is technical) Infeasible to com I because of site constraints, rams shall 10. BUILT UP HEADER, TWO PIECES 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL O O O O O O P P ( P ) P Y PY P Exceptions: rn V3 m vi 55 55 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 � Z � E Z 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 16D COMMON ® 16"0 C FACE NAIL Ix of of 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 passage of a sphere 4 inches or more in diameter. 2. In buildings that are not more than two stories above grade plane and equipped throughout with an automatic sprinkler system / 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. 13. DOUBLE TOP PLATES SPLICE 8-16D COMMON 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 TAP SPICE N an o enin s or enetrations ir1 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 TND JOINT) Q Y P 9 P building, the operable window shall comply with one of the following: 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 clayey sand, silty gravel or clayey gravel with a presumptive design load bearing value of 2,000 PSF. Do not place footings 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 rimaril of cls or silt or have an inor anic material or fill. 14. BOTTOM PLATE TO JOIST OR BLOCKING (NOT AT BWP) 16D AT 16"O.C. FACE NAIL more than 30 inches above the lower roof. The common wall construction from the lower roof to the underside of the higher roof o enin is in its lar est o ened osition. P y y y 9 P 9 9 P P 15. BOTTOM PLATE TO JOIST OR BLOCKING (AT BWP) 2-16D AT 16"O.C. FACE NAIL deck shall have not less than a 1-hour fire-resistance rating. The wall shall be rated for exposure from both sides. TABLE R402.2 Concrete: A 28 day minimum compressive strength (f'c) is required at the following locations: 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. 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. (n Exceptions: 3. Porch slabs, steps, and garage slabs: 4000 psi plus 5 to 7% air entrainment FOUR 8D COMMON. TOE NAIL f- R312.2.2 Window opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening 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 AT CORNERS + INTERSECTION 2-16D COMMON FACE NAIL W 5. Townhouses separated by a common wall as provided in Section R302.2, Item 1 or 2 opening area of the window unit to less than the area required by 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% 21. JOIST TO SILL, TOP PLATE, OR GIRDER THREE 8D COMMON. TOE NAIL 2 R302.3 Two-family dwellings. Dwelling units in two-family dwellings shall be separated from each other by wall and floor assemblies having 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 IZ cD not less than a 1-hour fire-resistance ratin where tested in accordance with ASTM E 119 or UL 263 or section 703.3 of the with stud bearin walls, isolated Iain concrete footin s su ortin columns or edestals are ermitted. 22. RIM JOIST OR BLOCKING TO SILL OR TOP PLATE 8D COMMON ® 6"0/C TOE NAIL O } 9 Section R313 Automatic Fire Sprinkler Systems 9 P 9 PP 9 P P O m Building Code. Fire-resistance-rated floor/ceiling and wall assemblies shall extend to and be tight against the exterior wall, and wall R 403.1.6 Foundation Anchors e: Wood sole lates at exterior walls on slabs and all wood foundation wall sill lates shall be anchored 27. BUILT UP GIRDERS Ai�D BEAMS 2X LUMBER 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER J p assemblies shall extend from the foundation to the underside of the roof sheathin . R313.1 Townhouse automatic fire sprinkler systems. Townhouses having a height of three stories above grade plane shall be 9 P P W w g equipment throughout with an automatic sprinkler system, with � 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 RAFTER. FACE NAIL ] v W Exceptions: concrete and located in the middle third of the width of the plate. A nut and washer shall be tightened on each anchor bolt. W 0 W R313.1.1 Design and installation. Automatic residential fire sprinkler systems for townhouses shall be designed and installed in " 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6" o/c at edges and 1.A fire-resistance rating of X 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 0 = Q eech late section. Plates shall be rotected a ainst deco and termites. ROOF, AND WALL SHEATHING TO FRAMING 8D COMMON (ROOF) 12"o/c at interior U o 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 P P 9 Y Z SD COMMON (SUBFLOOR) supports (see note f) R302.3.1 Supporting construction. Where; 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. O o 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 fraiming and sheathing (0 'W' R302.5.1 Opening Protection. Honeycomb-core steel doors not less than 1 3/8 inches thick, or 20 minute fire-rated doors, equipped with a P2904 or NFPA 13D. Minimum Horizontal Reinforcement for Concrete Basement Walls connections shall have minimum average bending yield strengths as follows: 80 ksi for shank diameter of 0.192" (20d common nail), a [�] z self-closing device. Doors from garage into habitable space: 45 min. fire rated with self - closing device or automatic - closing 90 ksi for shallK diam�+ers larger than 0.142" but not larger than 0.177", and 100 ksi for shank diameters of 0.142" or less. device. MAXIMUM UNSUPPORTED d. 4-foot-b 8 foot or 4 foot b 9 foot anels shall be a w Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios Of HBGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT Y- Y P pplied vertically ❑ Z 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 WPI (� f. Intermediate supports shall be spaced 6 inches on center for a minimum of 48 inch distance from ridges, eaves and gable end T v constructed of a minimum No. 26 gage sheet steel or other approved material and shall not have openings into the garage. walls and 4 inches on center to gable end wall framing. W co shall be permitted to be located such that their deflectors are within 1 inch to 6 inches below the structural s8 ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY R302.6 Dwelling-garage fire separation,. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply 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 ul W with Section R302.5. Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 F' constructed of open wood joist construction. 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 hei ht of 10 feet shall su ort a maximum of one floor lus F shall not apply to garage walls: that are perpendicular to the adjacent dwelling unit wall. >8 ( ) 9 PP P 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 10 feet shall support a maximum Z m 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 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, 2X62 grade studs supporting a roof load with Z 1 v R302.9 Flame Spread & Smoke Density Index. R309.2.1: Wall & ceiling finishes shall have a flame spread classification of not greater than R314.1.1 Listin s. Smoke alarms shall be listed in accordance with UL 217. Combination smoke and carbon monoxide alarms shall TABLE R404.1.2(8) Minimum Vertical Reinforcement for 8, 10 and 12 inch Concrete Basement Walls not more than 6 feet of tributa len th s all h v o 200. R30.9.2: Wall & Ceiling finishes shall have a smoke developed index of not greater than 450. Tested in accordance with ASTM 9 ry g h a e a maximum wall height of 18 feet when spaced at 16 inches on -Z 0 cen er an 20 feet where s a ed be listed in accordance with UL 2034. p c at 12 inches on center. �I-ER `............... E84 Or UL 723. MINIMUM VERTICAL REINFORCEMENT BAR (n C7' ' R302.11 Fire blocking shall be provided in wood-framed construction in the following locations: 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 / GN -1 1. In each sleeping room. intersections with bearing partitions. End joints in top plates shall be offset not less than 24 inches. Joints in plates 0 � EtOH F'I' C 1. In concealed spaces of studl walls and partitions, including furred spaces and parallel rows of studs or staggered studs, as MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE OF Q- �N CS ti� 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. wALL HEIGHT BACKFILL HEIGHT 45 PSF PER FDOT OF DEPTH need not occur over studs. Plates shall be not less than 2 inches nominal thickness and have a width not less than the U n_, F follows: width of the studs. f A 4. Smoke alarms shall be installed not less than 3 feet 914 mm horizontal) from the door or o enin of a bathroom that (FEET) (FEET) Do not backfill with any soil containing silt or clay. �' ! G Cn 1.1 Vertical) at the ceilin and floor levels. ( ) Y P 9 Q , m n y 9 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 figure R602.6(1). Notching & 4 e z 1.2 Horizontally at intervals not exceeding 10 feet. bored hole limitations for exterior walls and bearin walls fi ure R602.6 2 Notchin and bored hole limitations for interior a' 2. At interconnections between concealed vertical and horizontals aces such as occur at soffits, dro ceilin s and cove ceilin s. R314.3.1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent 8 10 12 9 9 ( ) 9 W ot.x, P P 9 9 placement of a smoke alarm in a location required by Section R314.3. 8 7 NR NR NR non bearing walls & figure R602.6.1 top plate framing to accommodate piping. 16 gage and 1.5 inch wide metal tie = .- r 3. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with g s 5 ® 41 NR NR fastened across and to the plate at each side of the notch with 8-10d nails each side. Follow manufacturers U "� `"3-. t'°1, Section R302.7. 1. Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) horizontally from a permanently installed cooking appliance. to s s ® 41 5 ® 22 NR specifications for engineered products. (figure R602.6.1) (n 23R10 �- 4. At openings around vents, pipes, ducts, cables and wires at ceiling and floor level, with an approved material to resist the free P 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 ❑ �n/F��l�� requirements. from a permanently installed cooking appliance. NR denotes no reinforcing required. 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 Locate vertical bars 1Y4" clear from inside face of walls. The center of bars shall not vary from this by more than % inch. .........................................I............: 6. Fire blocking of cornices of a two-family dwelling is required at the line of dwelling unit separation. cooking appliance. JOB 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 1 following materials. in accordance with Section R314.3, the alarm devices shall be connected in such a manner that the actuation of one alarm O 1 O O will activate all of the alarms in the individual dwelling unit. 2 Two-inch nominal lumber. UNITS l 0 3 MODEL A l 8� 2. Two thicknesses of 1" nominal lumber with broken lap joints. W Section R315 Carbon Monoxide Alarms (n SHEET NUMBER 3. One thickness of 23/32 inclh 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. Q 4. One thickness of 3/4 inch (particleboard with joints backed by 3/4 inch particleboard. = 5. One half inch gypsum board'. l l a 6. One quarter inch cement based mil r gla. 1 0 4 MODEL A 1 Z 7. Batts or blankets of mineral wool or glass fiber or other approved materials installed in such a manner as to be securely ♦ C� retained in place. W O COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED TABLE R602.3(3) TRUSS IDENTIFICATION SIGN U' ^ 1 Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) Z W N1101.11.1 (R303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crawlspace walls and P2607.2 Fipes 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 ec 11 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 W 1"� MINIMUM NAIL PANEL NAIL WIND SPEED V ult2 SPACING (mph) of the insulation's 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 = 8 MINIMUM MINIMUM MAXIMUM WALL than 6 inches (153 mm) below grade. 2. A flashing of an approved elastomeric material. C) a! WOOD NOMINAL PANEL STUD SPACING REFLECTIVE RED 6 DIA. M 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 Fequired pan. Where a storage tank-type water heater or a hot water storage tank is installed in a location where water leakage O '}.J SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) U (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. f om the tank will cause damage, the tank shall be installed in a pan constructed of one of the following: PANTONE (PMS) jE187N V O_ w RATING (INCHES O.C.) (INCHES O.C.) B C D TABLE N1102.1.2 (R402.1.2) 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. Z n , c=i Insulation and fenestration Requirements by Component 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. O (V i o m` 8d 1.75 24/16 7/16 16 6 12 170 140 135 Other approved materials. V ~ 4-,d � 4m m COMMON CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL C) ■!� C) a r- rn R602.3.5 Braced wall anal uplift load nth. Braced wall panels located at exterior walls that support roof rafters or trusses 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 EFLECTIVE p p p p PP 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 RWHITE p N (including stories below top story) shall have the wall sheathing and fasteners designed to resist combined uplift and shear R-VALUE forces in accordance with accepted engineering practice. " ~ Co °'Z - P 9 g P 4 EXCEPT 0.32 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 Section T101 Scope Z U ":3 M in MARINE R802.11 Rafter or truss uplift force. T101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. 1/2' 1/4" 0 Q w m M For rafters at 16"o/c in 130mpFi wind speed. Roof etch > 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 TRUSS IDENTIFICATION SIGN STROKE = M ,, 4 roof/ceiling assembly does not allow sufficient space for the required insulation, the minimum required R-value for such Section T102 General Definitions Span (ft) 12 18 24 28 32 36 42 48 / 9 Y P q q COMPLIANCE WITH 19 NYCRR 1264 ❑ � M � 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-Ready Zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a SIGNS IDENTIFYING THE EXISTANCE OF TRUSS CONSTRUCTION SHALL CONSISTS OF A CIRCLE 6'IN V without compression. The reduction of insulation from the requirements of Section N1102.1.2 shall be limited to 500 sf (46 m2) or solar DIAMETER,WITH A STROKE WIDTH OF 1/2'.THE SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN W m Increase x1 ing for pitch < 5/12. Increase x 1.5 for gypsum o/c 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 PANTONE (D 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 inP4 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)X187. CL accordance with ASTM C 1002 and shall penetrate the wood not less than 5/8 inch. 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.SIGN OR SYMBOL 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. T103.3 Solar-ready zone area. The total solar-ready zone area shall be not less than 300 square feet (27.87 mz) exclusive of TO THE EXTERIOR OF THE RESIDENTIAL STRUCTURE: PROVIDED,HOWEVER,THAT: IS AFFIXING THE SIGN OR 14 materials listed in Table R702.4.2, and installed in accordance with the manufacturers recommendations. N1102.2.8 R402.2.8 Floors. Floor framing-cavity cavit Insulation shall be installed to maintain permanent contact with the underside of the mandato access or set back areas as required 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 ( ) g- y P mandatory q Y P g y g ( ) PROVDING 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.SHAH.BE AFFIXED TO THE EXTERIOR 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 MATERIALSTANDARD 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 PANEL, 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 I _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 � 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. � 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 �= 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. Z 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: a,c (inches) ABOVE ABOVE ABOVE D (EQUATION 16-8) 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. _ GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. D + L EQUATION 16-9 WL3x:Ix1/4 8'-0' 4'-6" 3'-0' THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. E 3901.7 Outdoor outlets. A water roof outlet is required for an size deck porch, or balconythat is accessible from inside dwellingunit. D + S (EQUATION 16-10) O BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. P q Y � � L4x:Ix1/4 8'-0" 5'-O" 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 /� L5x3.5x5/16 1O'-o" 8'-0" 6'-0' GAPS IN THE AIR BARRIER SEALED. 9 9 P Y P PP Y (• ) ( ) ` r .J L6x3.5xt/4 14'-0' 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 1 WITH CHAPTER 26 TO 30 OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED 101 MPH BASIC DESIGN WIND SPEED IN EXPOSURE ❑ `J a. Long leg of the angle shall be placed in a vertical position. WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. ( ) THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. CATEGORY B. J c. Minimum bearing to be 6". KNEE WALLS SHALL BE SEALED. DESIGN LOADS: TABLE R301.7 44 T 1 1"-1 R703.12 Adhered mason veneer installation. Adhered mason 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 ROOF TRUSSES SHALL U DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: I�+�i masonry masonry PY q DOORS SEALED. / THE FOLLOWIN3 LIVE LOADS: ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY R703.12.1 Clearances. On exterior stud walls, adhered masonry veneer shall be installed: 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: ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. �/-1. 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 INSULATIONADFIGURE R301.2(s) STRUCTURAL MEMBER DEFLECTION P with a minimum vertical attachment flange of 3 M inches (89 mm) shall be installed to extend a minimum of 1 inch (25 GARAGE AND CANTILEVERED MINIMUM DISTRIEUTED LIVE LOAD PER TABLE R301.5 TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75 FLOORS) (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS Rafters having slopes greater than L/180 1� mm) below the foundation plate line on exterior stud walls in accordance with Section R703.4. PER LINER FOOT DEAD LOAD FOR ROOF FRAMING) 3:12 with no finished ceiling attached TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED 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: O .% 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/1 80 2. LOCATION OF ALL JOINTS. H wood member abutting the vertical wall stud construction shall be anchored with not fewer than three 5/8 inch diameter by 5 inch lag screws to every wood stud spacing. Each additional wood roof member shall be 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. W 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. _0 �:) 4.3. BOTTOM CHORD LIVE LOAD. EXTERIOR WALL FROM THE SHOWERS AND TUBS. R703.8.4 R703.8.4 Anchorage: Masonry veneer shall be anchored to the the supporting wall studs with corrosion resistant metal ties embedded in Exterior walls with plaster or stucco finish L/180 4.4. BOTTOM CHORD DEAD LOAD. CA r mortar or grout and extending into the veneer a minimum 1-1/2 inches, with not less than 5/8 inch mortar P4 or grout cover to ELECTRICAL/ PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED ULTIMATE DESIGN WIND SPEED: 130 MPH FROM FIGURE R301.2(4)A 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. j_] 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. ❑ O veneer. EAch tie shall support not 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. • R703.8.5 Flashing shall be located beneath the first course of masonry above finished ground level above the foundation wall or slab and at between conditioned and unconditioned spaces. All recessed luminaires shall be IC-rated and labeled as havin an air leakage rate R301.2.2) 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR Z other points of support., including structural floors, shelf angles and lintels where masonry veneers are designed in accordance with P 9 g Lintels supporting masonry veneer L/600 EXCEPT WHERE SYMMETRICALLY section R703.8. not more than 2.0 cfm (0.944 L/s) when tested in accordance with ASTM E 283 at a 1.57 psf (75Pa) pressure differential. All PRESUMPTIVE LOND-BEARING VALUE OF SOIL: 2,000PSF Per TABLE LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. U recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. R401.4.1 Includes soil classes: GW, GP, SW, SP, SM, SC, 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. 66 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 16 inch in diameter. Weepholes shall be located immediate) above the flashing. 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 P Y g' 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. �_ 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. < and walls closer than 10 feet (3048 mm) to a building on another lot. of building footings. 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. Section N1103 (R403) U) ' ` ine the fire separation distance. V Exception: Walls perpendicular to the line used to determine p Systems WOOD FLOOR TRUSS SPECIFICATIONS: I••- R801.3 Roof drainage in areas where expansive soils or collapsible soils are known to exist: All dwellings shall have a controlled method of AB B R EVIATI 0 N S WOOD FLOOR TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF Z 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. W walls or to an approved drainage system. N 1103.1.1 (R403.1.1) Programmable thermostat. The thermostat controlling the primary heating or cooling system of the dwelling unit shall A.B. ANCFOR BOLT p,$• DOWNSPOUT LT. WT. LIGHTWEIGHT RNG RANGE 2 R802.1.5.4 Labelingeach piece of Fire-retardant treated lumber and wood structural panels shall be labeled per section 802.1.1. 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: U p' p p DTL DETAIL LT. LIGHT R.O. ROUGH OPENING 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) R802.4.2 Framing details. Rafters shall be framed not more than 1 /z inches (38 mm) offset from each other to ridge board or directly zone temperatures down to 55'F 13'C or u to 85'F 29'C . The thermostat shall initial) be programmed b the manufacturer ,� �• EACH �• LOUVER RISER D + L (EQUATION 16-9) 0 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 P ( ) P ( ) y P 9 y A.F.T. ABOVE FINISH TREAD E.J. EXPANSION JOINTL.T. LAUNDRY TUB RND ROUND 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. ALUM,NUM 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, (51mm) 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 supply heat to the building through one or two pipe ANCH. ANCHOR ELEV. ELEVATION MAT. MASONRY S.C. SAWCUT < 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. EQUAL FLOOR TRUSSES SHALL = DESIGNED AN SUPPORT THE FOLLOWING DESIGN LOADS: ARCH. ARCHITECTURAL MAX. MAXIMUM SHL. SHELF TCLL = 40 PSE, TCDL = 10 PSF, AND BCDL = 5 PSF pitch is less than three units vertical in 12 units horizontal (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). Supply and return ducts in attics shall be insulated to a minimum of R-8 where 3 inches EXP. EXPANSION MECH. MECHANICAL SIM. SIMILAR TRUSSES SHALL HAVE A MAXIMUM LIVE LOAD DEFLECTION OF L/480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF L Where ceiling joists or rafter ties are not provided, the rMIN. MINIMUM S.S. 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 STAINLESS STEEL /360 OR .75". 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 STL. 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 STRUCT. STRUCTURAL DRAWINGS SHALL INCLUDE THE FOLLOWING INFORMATION: members, cross-laminated timber members or I-joists are prohibited except where permitted by the manufacturer's Exception: Ducts or portions thereof located completely inside the building thermal envelope. BTM BOTTOM F C MTL• METAL SUSP. SUSPENSION 1. DEPTH, SPAN, AND SPACING. P p p y ' g p / FLOOR COVERING CHANGE recommendations or where the effects of such alterations are specifically considered. BIJCG. BLOCKING SLIDING GLASS DOOR 2. LOCATION OF ALL JOINTS. R802.8.1 Bridging. Rafters and ceiling joists having a depth to thickness ratio exceeding 6 to 1 based on nominal dimensions shall be 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 SGD 3. REQUIRED BEARING WIDTHS. 9 g g 1 9 P 9 BRG. BEARING SQUARE r` � Co supported lateral) b solid blocking, diagonal bridging wood or metal or a continuous 1 inch b 3 inch wood strip nailed across M1601.4.1. EDN. FOUNDATION (NTS) NOT TO SCALE SQ 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. I- pp y y g g g g ( ) y P BRK BR0 FLR. FLOOR TOWEL BAR 4.2. TOP CHORD DEAD LOAD. Q N N ti N ad the rafter or ceiling joists at intervals not exceeding 8 feet. Exceptions: TB o C4 cn ro ,4 BSMT BASEMENT FP FIREPLACE TONGUE AND GROVE 4.3. BOTTOM CHORD LIVE LOAD. 1. Air-impermeable spray foam products shall be permitted to be applied without additional joint seals. O.C. ON CENTER T & G R802.9 Trimmer joist: single header and trimmer for openings up to 4'-0" and doubled over 4'-O" unless otherwise noted on plan. � CENTER LINE F.R. FIRE RATED TGS TOP OF GRADE SLAB 4.4. BOTTOM CHORD DEAD LOAD. 2. For ducts having static pressure classification of less than 2 inches of water column (500 Pa), additional closure systems shall C.M.U. CONCRETE MASONRY UNIT OPER. OPERATOR 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. Connect with tacos for header joist spans of 6-0 and greater. not be required for continuous) welded joints and seams, and locking-type oints and seams of other than the sno lock and FIRM FRAME OPNG. OPENING TYP TOP OF FOUNDATION WALL 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. R806.3 Vent and insulation clearance. Where eave or cornice vents are installed, blocking, bridging, and insulation shall not block the free q y � I P- C.J. CONTROL JOINT FF. FOOT / FEET TYp TYPICAL flow of air. Not less than a 1 inch space shall be rcvided between the insulation and the roof sheathing and at the location of button-lock types. COL. COLUMN OPT. OPTIONAL 6. EACH REACTION FORCE AND DIRECTION. P p 9 FTG FOOTING O.S.B. RIENTED STRAND BOARD T TREAD 7. JOINT CONNECTOR TYPE AND DESCRIPTION N1103.3.3 (R403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage. CONC. CONCRETE (E.G., SIZE, THICKNESS OR GAGE AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR the vent. TR TOWEL ROD ) GA. EXCEPT WHERE SYMMETRICALLY GAUGE N1103.4 (R403.4) Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C) COND. COND11ON OZ. OUNCE TRPL TRIPLE LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. CONT. CONTINUOUS Section R807 Attic Access or below 55'F (13'C) shall be insulated to a minimum of R-3.N1103.7(R403.7) Equipment sizing and efficiency rating (Mandatory). GALV. GALVANIZED 1/13 ONE ROD 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. CONST. CONSTRUCTION G.C. GENERAL CONTRACTOR UNLESS NOTED OTHERWISE Attic access. Buildings 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 1/S ONE SHELF U.N.O. R807.1 A g g P 9 GEN. GENERAL 1 CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. vertical height of 30 inches 762 mm or renter over an area of not less than 30 square feet 2.8mz . The vertical height shall with ACCA Manual J or other calculated in accordance with ACCA Manual J or other approved heating and cooling calculation CTSK. COUNTERSUNK PC POURED CONCRETE 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. iii 9 ( ) 9 q ( ) 9 methodologies. C.O. CASED OPENING GYP. 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 GLUE LAM VERIFY IN FIELD The rough-framed opening shall be not less than 22 inches b 30 inches 559 mm b 762 mm and shall be located in a N1103.6 (R403.6) Mechanical ventilation (Mandatory) The building shall be provided with ventilation that meets the requirements of the 2015 CANT. CANTILEVER PL PLATE V.I.F. 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. � � rn � � � g p g y ( Y ) 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 5 5 W 5 hallway or other readily accessible location. Where located in a wall, the opening shall be not less than 22 inches wide by 30 ( ) ( ) y HDWR. HARDWARE PNL. PANEL W WITH * f Cu GI Construction Codes, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have CLG. CEILING / DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-CEILING W M W W aC W inches high (559 mm wide by 762 mm high). Where the access is located in a ceiling, minimum unobstructed head-room in the PP PP C.M. CROWN MOULD PWD. PLYWOOD WD WOOD attics ace shall be 30 inches 762 mm at some point above the access measured vertical) from the bottom of ceiling framing automatic or gravity dampers that close when the ventilation system is not operating. HORZ. HORIZONTAL, ASSEMBLY, DRAFFSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFFSTOPPING SHALL p ( ) P Y 9 9 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 members. See Section M1305.1.3 for access requirements where mechanical equipment is located in attics. HR. HOUR PR. PAIR W.W.F. WELDED WIRE FABRIC m MEMBRANE BELOW, DRAFFSTOPPING SHALL BE PROVIDED IN FLOOR-CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: Section N1104 (R404) Electrical Power and Lighting Systems D DRYER HDR. HEADER PROJ. PROJECT / PROJECTED WO OR W/0 WALKOUT FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OP N-wFR OR PERFORATED AAFLIRFRC N PENNY WNDW WINDOW MATERIALS: DRAFT'STOPPING MATERIAL SHALL BE NOT LESS THAN 1 2 INCH GYPSUM BOARD, 3 8 INCH WOOD S1IRUCTURAL PANELS. o 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. / / high-efficacy DBL. DOUBLE PSF POUNDS PER SQ.FT. 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 hi 9 Y lamPs• DIA. DIAMETER I.D. INSIDE DIAMETER TYPICAL ROOF & FLOOR TRUSS NOTES: `V '- roofing shall be installed in jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 DIR. DIRECTION INGR. IN GROUND P.T. PRESSURE TREATED 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 QUAD. QUADRUPLE * TRUSSES SHALL BE DESIGNED 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 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. Z W 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 W P P PP 9 P P P g P P DWG. DRAWING JT JOINT REINF. REINFORCING,REINFORCED 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. FIXTURES DURING ASSEMBLY TO INSURE TIGHT FITTING JOINTS. U KSI KIPS PER SQUARE INCH * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS W CD 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 m 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 O DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS -J o wall assembly. not more than 20 feet (6096 mm) long measured along the centerline of the passageway from the opening to the appliance. W w THE SBCA BUILDING COMPONENT SAFETY INFORMATION (BCSI) GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING & BRACING OF METAL PLATE x R 905.1.2 An ice barrier/ water shield shall be installed per manufacturer's 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. W w wed 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 O F..4 U o 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 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 RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY BRACING HAS (9 shield. 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 THE TRUSSES. shield. P Y P Y rLU a 9 �_ I 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. LU 0 slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double ® STRUCTURAL CALC. REFERENCE WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: 0 t^T T z DET - All general notes unless otherwise noted on plans or product specifications. F+i 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 DETAIL REFERENCE 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 X inches (38 mm) from the framing member face to which wall, ceiling or floor membranes will be SHT c' F - In areas where the drawings do not address methodology, the contractor shall be bound to perform strict :;. 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 attached, the pipe shall be protected by shield plates that cover the width of the pipe and the framing member and that extend FLOOR FINISH CHANGE 9 gY, p s Ict X: U3 P9 9 enetrate throw h the roofing materials 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 passes compliance with manufacturers specifications and / or recommendations. ll l U _ Or General contractors and s less than '/. inch (19.1 mm) thick, the fasteners shall penetrate through the sheathing. through is a bottom plate, bottom track, top plate or top track, the shield plates shall cover the framing member and extend not # DOOR / HARDWARE TYPE subcontractors to review these construction documents upon receipt from architect 0 � 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 O and report any and all discrepancies including any dimensional conflicts, immediately to architect for I- 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. DIMENSIONS iw or into the gutter. Where siding is provided on the vertical sidewall onto the roof or into the gutter. Where siding is provided on G2426.7.1 (502.7.1) Door swing. Appliances and equipment vent terminals shall be located such that doors cannot swing within 12 inches SHT SHT /� _ 0 S SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. 9 � � the vertical side wall, the vertical leg of the flashing shall be continuous under the siding. Where anchored masonry veneer is (305 mm) horizontally 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 v \/ 9 YP PP Y 9 j V, o o 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 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 "' ' """. ... : 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. ER overlapped not less than 2 inches: (51 mm). Drip edges shall extend not less than X 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 full shown on the drawings, their 0 �� q C and extend u back onto the roof deck not less than 2 inches 51 Trim). Drip edges shall be mechanical) fastened to the roof from any air opening into the building. Such on appliance with an input over 10,000 BTU per hour but not over 50,000 BTU per y d U C� X06 rCy� 'Sj� p ( ) P 9 Y construction shall be of the same character as for similar conditions that are shown or noted elsewhere on �� _ deck at no more than 12 inches (305 mm) o.c. with fasteners as specified in Section R905.2.5. Underlayment shall be installed hour shall be installed with a 9 inch vent termination clearance. the construction document set. �' 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 Ov ` , f n R 1001.1 Masonry fireplaces & chimneys to be constructed in accordance with Section R1001 and the applicable provisions of Chapters 3 from any air opening into the building. - All work is to be performed in a professional manner and in accordance with best practice and consistent 9j �'t,, - '{ W iFaro and 4 of this code. with manufacturer's and supplier's recommended installation procedures. _ * k, R 1003.9 Termination. Chimneys shall extend not less than 2 feet higher than an onion of a building within 10 feet, but shall not be less Section G2439 614 Clothes Dryer Exhaust - The architect has not been retained to perform framing inspections and / or field inspection. The architect (G7) Y 9 Y P 9 ( ) ry - , _ tom _ 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. ❑ �2,3R t 0 �� Section R1004 Factory-Built Fireplaces building. PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER O � 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 REIPORTS" MUST PLACE F N F�nl ........:............................................... 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. 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 2 0 1 6 0 2 3 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 W UNITS 103 MODEL Al. )material shall be installed in manner that prevents water entry into the building. Counterflashing into the opening of pipe serving r) 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. (L 1--' 2 cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 mz) throughout the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with 104 (MODEL AlZ numbers not less than 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam O thickness and installed R-value shall be listed on certification provided by the insulation installer. W W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WHEN NOT ALIGNED WITH RAFTER, TE H 65-20 C X 24"MIN ROOF FRAMING WRAP 1-1/4"CONNECT 1NG X22 6A.STUDS TO COIL STRAP Z ATTACH TO PaGNi PAR cr'-w X 14"MIN GF OPPOSN6 RAFTERS OVER TOP OF TOP PLATE AND NAIL 2x4 OR 2xb W E ArfAGft To EACH PAR 2x AC-0 LEDGER W/2-3/8"x5•LAG, CRIPPLE STUDS 0 M OPPO�NEr RAFTERS R ROGf RAFTER, DHL TOP PLATE 16"O.G. w SIM PLAN BOLTS 6 16"OG INTO STUD* () ` � PTA 2X BLOCKING O `I-"� 51MP50N 5TRON6-TIE 0 } ' • o A35 a EVERY RR AT 2 END BAYS 2X4 STUD WALL OR *MASON STRAJb 51vPa0tl SERON6 HI STRONGBAGK5 W -IT Mb TE Nb • -- TFJ%BOTTOM CHORD 51MP50N H2 CONNECTOR a Z 0 v L SIMPSON STRONS-TIE H2 80 NAILS SIMPSON STRON6-TIE rf �� r ` TYP bd NAILS TMP RIGEf S1RM5 SHALL if ATTACt®r0 EACtI PAR Gf GfPOSIN6 RAFTERS. ALTERNATE TO RIDGE STRAP= H3® EVERY RR RAFTER TO STUD AND KIN65 U }' FOR USE WH9d STUDS AND USE TIN GOP61NA110N OPLY WHEN 57W MV � : OR 4LSTRAPS ARE NX ATIT IN 'M M R TIES OT PROVIDE 2X4 COLLAR TIE AT v NCMNAL Dfi OR 1X4 L1MGffN ARE LOCATED N Elf II'P6t TIiRD GF THE UPPE3R THIRD OF THE ATTIC SPACE (WHEN ALIGNED) ATTIC SPACE AND ATTA00 TO EAM PAR OF RAFTERS W/+Vd NAILS W/4-I0d AT EACH RAFTER) CJ A116H -RAFTERS DO NOT AL16N 05-22 STRAP AT LW26 FOR 2x6 DETAIL STUD,EACH S[ Z U s m � 1_51128 FOR 2x8,2x1O,OR 2x12 0 W c M U)'a M FRAMED 6 U U = � �' CIO CID WI OR ❑ M �1ZIDGE 5T-RAP DETAIL / RIDGE STRAP DETAIL SIMP50N5TRON6-TIE 2x4 OR 2xbDOOR U (IFOR CATH.GL65 WITHOUT COLLAR TIE5) / (WITH OR WITHOUT COLLAR TIES) LU2b® EVERY W STUDS® Ib'O.G. UI NO SPECIAL FT 7 2x AGQ LEDGER W/3/8"x5'LAG a eo 2 N.T5. LOCATE AT / `J N.TS. LOCATE AT II RAFTER BOLT 0 16" OG INTO _STUDS CANNEGTORS IN THIS AREA ~ 51rPS<TI STR STE I N STRON'i / 6AL�V.,SEETDETAIL 40.ALL STRAPPING llE L.rs TE hb / To BEAR A MIN.OF 10'ON FRAMING. -Tr tV OR MOS ow�t l/2"SITATt"15 lS.u v r,wt� / lop PORCH ROOF GABLE END WALL 8D NAIL5 TYP. FOR USE WPEN STUDS APO USE IN M>�I Y Wry STUDS APO i 0 STRAPP I N DETA I L I i DETAIL AT ATTIC Z ALIGN NTS. STRAPPING TO RUN ONTO RIM JOIST,SEE DETAIL WI(ONE STORY)OR ONTO STUD U ROOF RAFTER HURR I GAME TIES`\ - ° ° AT WALL BELOW(TWO STORY) I ` • J� LOCATED AT EVERY ROOF RAFTER \ CD ATT IG •• HH� 0 0 • ST1ZAPP I NC DETAIL U ' StiM PZr CM�. i2 FOR FRAME GONNEGTI ONS o • a W,,R5 A AT EN75 ILL. Ln �. DI N.T5. 2ND FLOOR /� M5TC4T�3 Z m / STRIP OPII R 4X)12 PROVIDE 3"X3,{6 X3"WASHER PLATE AT ALL ANCHOR BOLTS 4-Ibd FADE NAILS FROM \V 1 / M5TCg869 SECURED BY WOOD SILL PLATES. KING STUD INTO HEADER ❑ `J / COLUMN POST TOP ANCHOR ft� 51MPSON PAB OR 56 ANCHOR BOLTS MAY BE USED IN LIEU OF r T '� r- I STRAP START MALS THREADED RDD W WASHER PLATE. w DIP / LOCATE AT EVI COLUMN/61RDER CONNECTION H/Z LP fi�1v1 PROVIDE 3'X6'X036'6ALV.STEEL PLATE W/ Ll3J6m N.T5.Idle EW 6F�p 6-80 NAILS AT CORNERS AND INTERSECTING p"MN � I NA_5 (4)NAI.S MN N a"Lsbm(rm) l 1 / WALL-5. 3'X12"XD3b'6ALV.STEL PLATE W/ C1FAR SAN 12-80 NAILS AT AT BUTT JOINTS IN STRAI6HIT SIMPSON L5TA12 STRAP W/ T -f WALLS WNE32E THERE SINGLE PLATE OR HEADER r 5-IOD NAILS EACH END AT 2X6 KING STUDS NAND= EACH JACK STUD I�"I 24'MINIMUM LAP SPLICE TWO FOR SPANS b TO 12 FEET ON LEN6m N l 5 ONE AT SPANS UP TO b FEET O PRpyDE MR DIP -.� I.- 2-1/8 50� A301 ROD THREADED b'BOTH ENDS. THREE FOR SPANS 12 To 6 FEET 2X6 JACK STUDS NAND: 12-IbD MIN.NAILS DISTANCE OF 7/8" EIV LLftTH IST FLOOR BOTTOMAILS � 3/4'AND I"ROD AT 51MP50N STEEL STRONG WALL,SEE PLANS ONE AT SPANS<6' 1 ., NAILS AT ALL SPLICES TWO AT SPANS FROM b'TO 12' W w 2'X%b"X3"WA5HER PL W/NUT EACH 51DE UNLESS NOTED OTWRW15E ON PLAN SIMPSON P05T BASE iv THREE AT SPANS>12 I ABu44 OR ABU66,SEE PLAN (4)NALS MN N �-cs 22 colt STRAP I UPPER 5TORY SHEAR Ei rz•LI�16m(rm� WALL TO GIRDER ALTERNATE ANGHOR BOLT DETAIL @ EXTERIOR WALL ❑ FLOOR TO FLOOR TIES I BELOH GONNEGTION w 0 4 I l ' . FOR 5ET BAGK HALLS HDU HOLD-DOWNS AND 5TRON6 HALL DOUBLE TOP WALL PLATE SPLICE DETAIL HEADER GONNEGTION N.TS. LOCATED AT EVERY STUD \ I!2'm HOOKED ANCHOR BOLT W/T' \ FOUNDATION MINIMUM EMBEDMENT OR EXPANSION I N T5. 14`i I / *N.T7 NOTE \ BOLT W/5'MINIMUM EMBB7MENT ALTS.COL 5TRAP5 U DER 5t1FATfW PROVIDE:bd 0"4(ON x 25 I")NAILS. U COL STRMS OVER Ef nft PROMS Hod CO1 fdON(0131 x 9"LONA ftLS. I `\ fn `\\ 6 COLUMN P05T BOTTOM ANCHOR Q LOCATE AT EVERY GOLIIMW 61RDi=R GOMNEGTLON ��, ALLOWABLE HOLES TO rtAT VAM,Mac 80 NAIL®6"016 AT ALL PANEL EDGES 160 NAIL 0 24"0/G Z ` I�I��TOC N0 I6DNAIL®24"O/G LVL Headers and Beams W As I�WF�N,I HIP RAFTER, , OSB OR PLYWOOD �� 51MP50N HGP HIP SIE PLAN c -A�1 Microllam® LVL 2 INTERIOR 1.3E TimberStrand® and � NOTE=WHERE 24'WIDE MINIMUM FlII1 HEIGHT I (4)NAILS MR N CORNER TIE LSL hole zone Parallame PSL 2 x diameter of the %depth (� BKAU RETURN 15 RACED WALL LINE THE ED AENDSOHOLD"MAY I 11"Lim �� hole zo largest hole(minimum) 0 BE ELIMINATED. PROVIDE TWO(ONE AT EACH n lEN6m(MN) SD NAIL®b'olG - - - - - - _ _ _ SIDE)65-22 STRAPS PER DETAIL 4 IN UEU OF I 13/4' L5TA36 5TRAP5 SHOWN IN THE DETAIL. NAIL SHEATHING TO 51MPSON BP WASHER SILL PLATE W/bd 2X AGO SILL PLATE. DOUBLE ° o AT ALL PANEL EDGES INTERIOR - - - NAILS O 4'0/6 SILL AT 8111 BASEMENTS ° d 0 0 0 EXTERIOR 5YP5UM BOARD ° o 0 5/8 DIA.STEEL ANCHOR Microllam® LVL and J 7'MINIMUM BATS MAX.2'-8"OL. - -- -- tx 10 MAT Ver SD NAIL a 12"0/0 AT ALL EMBEDMENT EXTEND BOLTS MIN.T INTO 65-22 COIL STRAP RK 9N/TO RMRHt MEMBERS NOT AT PANEL EDGE* Parallam®PSL FDN.WITH T16HTENE�WT t allowed hole zone 3'x 3'KASFIB2 TO EACH BOLT. PROVIDE TERMITE SHIELD SILL (1)2 x i ACQ SMP50N LTP4 RATE NALM TO �e�FraN p 15/32"056 OR middle Y3 span LSTA36 W/10-I0d NAILS 04 001,MNUOU5 BAR SEAL AND MAINTAIN 8'MIN. 5LL PLATE RM AND SILL RATE A 14 0/C AT Fiat KNI MM IN51DE CORNER OUTSIDE CORNER INTO 57V ABOVE AND LOCATED 2'To 6' PLYWOOD SHEATHING FROM WD TO FINISHED GRADE VkV Jac N1IN-IMM d 1.3E TimberStrand® LSL allowed hole zone! d I1�vN( FROM TOP of WALL NAL As t�rAaE!�D WFc�t PLAN VIEW PLAN VIEW J-NLHw- o 1 CO r r ti NOTE: General Notes ¢ N N I: N co EXTERIOR WALL TOP o N of 00 N SNE FOUNDATION PLAN COIL STRAPS UNDER SHEATHING PROVIDE:ba cortMON 0.131 x 25'LONG NAILS.COIL EXTERIOR CORNER HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniformly loaded STRAPS OVER SHEATHING PROVIDE.IOd COMMON(0.131 x 3'LONG)NAILS. DEPTH HOLE SIZE headers and beams only. nd STORY GOR,NER GONNEGTORS TYPICAL ANCHOR BOLT STUD TO RIM JOIST TO SILL PLATE LAY-OVER DE FALSE VALLEY PLATE HIP GONNEGTION HALL FRAMING 4%" V. • Round holes only • No holes in cantilevers. N.TS. LCK.ATED AT EVERY GORN�R 8 N.TS. LOCATION AS NOTED a N.TS. LOCATE AT EV1=RY STUD N T5• Gi?x _11 18 N:r5. N.TS. 7Ya"to 20" 2" • No holes in headers or beams in plank orientatiion. See illustration for Allowed Hole Zone DO NOT Cut,notch or drill holes in headers except as indicated in illustrations and tables. A MINIMUM OF TWO BRACED WALL LINES(BWL)ARE REQUIRED IN EACH DIRECTION OF A BUILDING. BNL'S SHALL NOT BE SPACED n 0 0 0 0 0 0 ExrEwEv STRAP At�D WALL StEAm1NC EXTEHLH=D STRAP AND wALL�EATI1wF, � 0 0 0 0 0 0 MORE THAN 60 FT APART. WALLS WITHIN A BNL SHALL NOT BE OFFSET BY MORE THAN 4 FEET FROM A BNL. BNL LOCATIONS ARE TD roP OF PONT' WAIL IF Usti-�_I I � TO TCP of PONT'WALL IF UI rn iSn to v� v5> rn INDICATED ON FLOOR PLANS NOTE.2 FT MAX PONY WALL MAY BE I I 2 FT MAX PONY WALL MAY BE I � Cu w Z Cu w SIMPSON PITIZ IIADft Ar 66-WSP DRACf.D A BRACED WALL PANEL(13NP)SHALL BEGIN WITHIN 10 FEET OF EACH END OF A BNL. THE DISTANCE BETWEEN ADJACENT PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER w � WNL-EAD PMH5(TYPE A)FW AS RFM EDGES OF BWPS SHALL NOT BE 6RFATER THAN 20 FEET. THERE SHALL BE A MINIMUM OF TWO BNP ON EACH BWL EXCEPT AT 40 AT DRAT WALL DETAILS O MD D. WALLS< 16 FEET LONG MAY HAVE ONE 48'OR LONGER BHP. BWPS ARE TYPICALLY GS-W5P SHEATHED BRACED WALL PANELS 3 V2'WIDE LVL HEADER(SEB:FLAW c ® 8-IGD N"AT DTTIZ (`TYPE A)OR GYPSUM BOARD 6B(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS A5 NOTED ON PLAN WHERE BWP TYPES A CaNTiRm To oU151DE OF PANLL N ® AND B DO NOT QUALIFY DUE TO MINIMUM LENGTH REQUIREtIENT5 OR ADDITIONAL CONTRIBUTING LENGTH OF BHP 15 REQUIRED. 40 BNP TYPES ARE INDICATED ON FLOOR PLANS. N 10 -3/e'm THREADED ROD ® G5-WSP CONTINUOUSLY SHEATHED BRACED WALL PANELS(TYPE A)SHALL MEET z z V JJ NOTE=WHERE 24'WIDE MINIMUM HULL HEIGHT THE MINIMUM LENGTH REQUIREMENTS OF TABID=8602.10.5. NAIL�'MINIMUM WALL CONTINUOUS IIV�MIN DEEP HEADER TO CONTINUOUS,IU'+"MIN DEEP HEADER TO � ^ WALL RETURN 15 PROVIDED AT ENDS OF SHEATHING WITH 8d NAILS 0 6"0/G(ED6E5)AND 12"0/G(FIELD)AND PROVIDE 2X OUTSIDE KING,STUD(SEE PLAW Q OUTSIDE KING,STUD(SEE FLAW Q Ppg me F 11 G5-W5P BRACED WALL LINE THE WOO BLOCKING AT ALL UNSUPPORTED PANEL EDGES. PROVIDE 800 POUND HOLDOM FASTEN J'5HEATHING To HEADER W/ FASTEN J'%EATHING TO HEADER W/ � Z HOLDOWN MAY 13E EUMINATED. PER DETAIL Iq OR 20 AT ENDS OF BRACED WALL LINES THAT DO NOT HAVE a bD NAILS o 3'O/G IN EACH DIREGTION N a 80 NAILS a VOIG IN EACH DIRECTION WALL MIN PANEL W EITHER A 24'MINIMUM FULL HEIGHT WALL RETURN ORA 48"MINIMUM BWP. WLa SIMPSON L5TA24 STRAP ON BOTH SIDES AND � 11.1 SIMPSON L5TA24 STRAP ON UNSFI=ATH HEIGHT(I) WIDTH'L' TRIM TOP OF PANEL A5 REQD 2 V TABLE 8602.105 MINIMUM LENGTH REQUIREMENTS OF G5 WISP Q EACH of HEADER TO JACK 5Tw Wile IOD NAILS FACE I V IG,IOD NAILS 8 28' 0. c: TILT 4 32' 611/4'SD5 SCREWS Q w m CONTINUOUSLY 5HEATFED BRACED WALL PANELS S FASTEN TOP PLATE TO HEADER hU 2 H- FASTEN TOP PLATE TO HEADER W/2 PORTAL / 1 ROWS OF Ibd NAILS o 3'O/G O ROWS OF led NAILS a 3'0/G Z 111 34'11 BOTH SOB(4 1/2'FROM EDGE ON STRAPSPAt U LU F�1 Y WALL AJAGENT CLEAR MINIMUM LENGTH OF lU� ��.1 HEIGHT(F f) OPNG HEIGHT BRACED WALL PANELCL (2)JACK STUDS MIN.OR E'ER PLAN U -551 MP 0H CM 6�'ER NIT <b4' 24' O (2)JACK STUDS MIN.OR PER PLAN O 12 42 , , W 11J Til 8 �"T�b0' 32' O BLOCKING,AT PANEL EDGES, O BLOCKING AT PANEL EDG,ES BLOCKING AT PANEL EDGE 51MP50N 5W56 5TRON64JAL L SB Z U . • " ~ PANEL SHALL HAVE A L.EN6114'L'OF NOT PANTS.,VERIFY PAI83.15 PLUHB 0 <CA 2l GYPSUM BOARD 6B BRAGED WALL PANELS(TYPE B)SHALL BE LE5H.SHALL HAVE A T HALT 'L'OF NOT _ o f 1_155 THAN Ie'FOR 8 F7 WALL 18'FOR 9 Tx LE55 THAN IG,'FOR ONE STORY AND 24'FOR uu -3/8'm ANC BOLT OR q 64'TO 80" 30' 48'MINIMUM IN LENGTH ON BOTH SIDES OF WALL PER TABLE O FT WALL,AAD 20'FOR A b FT WALL 5[3 O FIRST FLOOR OF TWO STORY APPLICATION. NOTE=DETAIL APPLIES 70 �� H- ADHESIVE ANCHOR 80'TO q6" 41' 8602.105. SECURE Y2"GYPSUM BOARD WITH 6d COOLER NAILS, O O SEE PLAN FOR ACTUAL LENGTH. BOTH ENDS OF HEADER W O <b4' 30' Agl5"X IYH"GYPSUM BD NAHLS,OR.Oge,"X 1%"ANNULAR RINGED PLAN FOR ACTUAL LENGT H. 0 Z . � IF WIDTH TO HEIGHT DIMBN51ON5 ARE �L IF WIDTH r0 HEIGHT DIMENSIONS ARE 10 64'TO 80" 30' NAILS o 7'O/G(EDGES)AND 7"O/G(FIELD). BLOCKING 15 NOT BIDED THEN DETAIL'P TO BE USED. EZEEDED THEN DETAIL'F'To BE USED. r W +•- " " REQUIRED AT UNSUPPORTED PANEL EDGE5 WHEN PANELS ARE _= T1-1 *Partial credit for Is 366 to 48"wide r 8602.1052 INSTALLED HORIZONTALLY. PROVIDE J015T OR TRUSS OR FULL X co LN IF GONT1N1011r HEADER IS USED OVER V BOTH OPEMN66 THEN MIDDLE WAIL t HEIGHT BLOCKING DIRECTLY ABOVE AND BELOW TYPE B WALLS. ONE JACK AND KING,STUDS Q ONE JACK AND KING,STUD'' BRACING 15 NOT RE10 TYPICAL HOLDOHN DETAIL AT CONTINUOUSLY SHEATHED WOOD 'L"o > 12„pro H FASTEN T/I6"SHEATHING TO EACH STIR H- FASTEN 1/16"SHEATHING TO EACH STUD TWO KING STUD` FRAMED FLOOR STUCTURAL PANEL "CS-WSP" -TYPE A GYPSUM BOARD "GB" -TYPE B AND SILL W bP COMMON NAILS o 3'Oa AND 5ILL W/BD COMMON NAILS o 3' F } AB O O FASTEN T/I6"SHEATHING TO STUD m (� NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 - - AND SILL YY bd NAILS a 4"0/G Z iu PORTAL DETAIL"G'ONLY APPLIES N.T5. TO 2 FT TO 18 FT WIDE OPENINGS. 51MP`.�ON HDD HOLD"NY 14-1/4505 SIMPSON FDI12 HIOIDOWN NN/III Z Q SCREWS IN DOUBLE END 57M 505 5GRB C�IF NO Ft 008 ABODE. U TABLE 602.10.3(1)BRACING REQUIREMENTS BASED ON 14OMPH TABLE 602.10.3(2)WIND ADJUSTMENT TO HXU4 HOLDOWN W/10-U4'SD5 U U WIND SPEED,EXPOSURE B,30 FT MEAN,ROOF HEIGHT,10 FOOT REQUIRED LENGTH OF WALL BRACING. 2-I/2'm ANCHOR BOLT OR EXPANSION SCREWS IF FLOOR ABOVE. PANEL TO SIT DIRECTLY ON TOP OF SMP50N DTTIZ tIGLA'A14N AT(f.-W W6W WALL HEIGHTS,AND 2 BRACED WALL LINES G GONGRETE FOUNDATION WALL BOLT WITH 2'X2'Xs�(y'PL WASHER � '9.... ....;, . wALL 6D PANELS(TYPE A)tf41 As RFI�URID ADJUSTMENT STORY CONDITION ADJUSTMENT H/2'm ANCHOR OR EWAN510H BOLT �i TBER 7- RC' m I AT WAI WALL DETALS 6 AM D. CONT CONCRETE =4 BAR Calvi IN TOP OF CONCRETE � ,i _ STORY BNL 5PAGING METHOD 6B BASED ON SUPPORTING FACTOR OVER m SHEATHING EXPOSURE CATEGORY ONE STORY G 12 BAR CANT IN TOP of CONCRETE FOUNDATION 2-I/2'm ANCHOR OR F�ANSION BOLT r CS y/ 8-100 NAILS AT DTrIZ FOUNDATION �- 10' 2 5' S 5' F�cP05U8E GA1I=GORY ONE STORY D 15 TIE FOUNDATION '•Y f Ptr C� m TOP EXPOSURE CATEGORY TWO STORY G 13 PABS-18 ANCHOR BOLT OR Ye'THREADED BAR CONT M TOP AHD BOTTOM r'n OF GONGRETE Fg1NDATION SIMP��ON 581/8X24 OR PART-18 ANCHOR G ROD HV WASHER PLATE,513:DETAIL 15/01 E30LT OR Ye THREADED ROD, V � TOP 20' S.O' IOD, EXP05l1RE CATEGORY TWO STORY D Ib EXTEND WALT-SHEATHING OVtR RIM J015T PAR5-18 AFNGHOR BOLT 0R 3'e'THRb4DED "5�DETAIL 15/0) _ ''` � OVER RDD IN WASH♦St PLATE,SEE DETAIL ISA71 _ ROOF EAVE TO RIDGE ROOF ONLY 15 FT 1.3 PANEL EDGE 0 TOP 30 7.0 145' FRAMED WALL PORTAL DETAIL TYPE D ONLY APPLIES TO 6 Fr TO 18 tT WIDE OPENINGS. ROOF HAVE TO RIDGE ROOF ONLY 20 FT Ib FLOOR � 023810 TOP 40' q.0' 18.5 ROOF EAVE TO RID6E ROOF+I FLOOR 15 FT 1.15 PANEL-RAS CONTRIBUTING LENGTH OF 48'TOWARDS 8602.103(1)MINIMUM LENGTH WALL TO BE USED ON FIRST FLOOR APPLICATION ONLY.PANEL HAS 5TR0 y REQI11RE5 EW61HJ1332ED DESIGN TO Qr REQUIREMENTS FOR BRACED WALL PANELS AT BRACED WALL LINES. WALL TO 19E toNrRIeI1TIN6 LENGTH OF 48'TOWARDS R602.1o3(I)MINIMUM LFJN6TH TO DETERMINE PANEL SIZE AND ANCWXR BOLTS FOR ❑ EW ROOF HAVE TO RIDGE ROOF+I FLOOR 20 FT 13 I1 ON PI FLOOR APPLIGJITION OILY. REMIRtEMENM FOR BRACED WALL PANELS AT BRACED WALL LINES TO DET RMINE PANE TSIZE A WIND LEAD AND CONDITION TOP 50' 11.0' 23.0' ROOF HAVE TO RIDGE ROOF+2 FLOOR 15 FT 1.1 I I ROOF HAVE TO RIDGE ROOF+2 FLOOR 20 FT NP '... ................................................. TOP b0' 13.0' �->" WALL HEIGHT ANY STORY a FT O.a CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL "AEW" SIMPSON STRONG WALL B NUMBER 3/8'm ANCHOR BOLT OR BOTTOM OF 2 lO' 5.0' 105' WALL HEIGHT ANY STORY q FT O.qS 71 ADHESIVE ANCHOR WALL HEIGHT ANY STORY 11 FT 1.05 C FRAME "CS-PF" DETAIL - TYPE C D "PFH" DETAIL - TYPE D E DETAIL - TYPE E DETAIL - TYPE F: . 2016023 ° BOTTOM OF 2 20' q.0' WALL HEIGHT ANY STORY 12 FT 1.1 NUMBER OF BW.PER PLAN DIRECTION AT STORY 3 13 NOT TO SCALE PER FIGURE 8602.10.6.3 NOT TO SCALE PER FIGURE 8602.10.6.2 NOT TO SCALE PER FIGURE R602.10.6.1 NOT TO SCALE PER ENGINEERED METHOD W °a BOTTOM OF 2 30' 13.0' 215' N1HIBFR OF BHL PER PLAN DIRECTION AT STORY 4 1.45 Q SHEET NUMBER BOTTOM OF 2 40 11.0 3b.0 N1H7t3Ht OF BWL PER PLAN DIRECTION AT STORY 5 OR MORE Ib HOLDOWN DETA I L AT SLAB BOTTOM OF 2 50' 21.0' 44.0' A ES TO I o�N5POINSIDE FACE OF BWP 1.4 �IBRACED WALL PANEL DETAILS Z UNITS 103 (MODEL Al ) 104 ZBOTTOM OF 2 60' 25.0' 525' GYP BD FASTENING ANY STORY 4'O/G O.7 8� 10 APPLIES TO METHOD 6B ONLY D 1 NOT TO SCALE W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED F- V/ Z W E n' U CM.2"x4"ftDOKW TYP.EXTERIOR WALL 00 1x4" FRAM 5OfFIT 4Z 4 N + 2 0 om °' 4—d co RIDGES TO ALIGN RI06C5 TO ALIGN (2)1x6'p.DOKN6 1 2 mn d.OY.K VLNOXBit ;S Z RI96E VENT M06E VENT by"FWar OR EQUAL 6 6 1"x8"TRM Z Q 1&� M TYPICAL ROOFING. O c TYPICAL RDOFINS r'xb"mo U _ o ro 4 ARGHIlEG1URAL SHINGLES ❑ M N 00 15#FELT UNDERLAYMENT co MITEGTUNDE LAYIHEE5 11/2'PLYWOOD SHEATHING 15#FELT UNDERLAYMEMT 11/2"PLYWOG>;7�fATYgNb (,� ^ 6'AZEK TRIM 6'AZEK TRIM 1/2'PLYWOOD SHEATHIN6 11"x4"TRIM M 12 AI.I 12 �~ g• 0- 12 12 12 DENTIL BLOCK*DTLB6x6x8 DI3dTiL BLOCK ODTLB6xbxb 12 9 • 12 BY TYPON'OR EQUAL BY TYPON'OR EQUAL 12 WAZEK TRIM - 5, 6, 12 12-`'--� 6, b, 6'AZEK TRIM GABLE END DETAIL I OH. r Vx W AZEK RAKE 13D H/ c+ I'x g'AZEK w r RAKE BD N.T.S. Al �^ I5x 3'AZEK TRIM f17PJ 12 m b'AZEK TRIM 12 IN 3'AZEK TRIM(rr1'J ^ 0 �D 12 u LI cp BRV 0 6'BLUE FLA5HW 6'HIGH BLIND ROOF 6'BLIND FLASHING iv V "Z 1 LJ LU FLA5HIN6 STANDING SEAM Q Q 9 I I I I — — — — — — — — I I I I N, — — — — — STANDING SEAM METAL ROOF °' 11x8 FASCIA BD. _ METAL ROOF r+ S _ .1-, ®lam A 4w n•.s.v.�.n- r..4.. I^i lf)— Z BEDROOM#2 PL HT r o 6'BLIND _ALIGN ��,y c, .: FA5GIA5�.._FLPSFIIN6 b,,•_, , 11 1 1 11 BEDROOM�2 PL HT -0, I'-0. FLA5HHH6 FASCIAS 1'-0' U OH{.-.- . ti cwt �-. . . OH. OR � -0' I R 11-0 O. 0 L , J OH. OH Ire 11'X8 AZEK I'Xb'AZEK F rs ❑ a TRIM ISD 4 I I a TRIM BD = Ie a 4 r..� 4 ® GIRDER 4 4 OVER 61 4 I ( I 111-11 .11 L.LL-1 LJ jn�� FIN. IST FLOOR _ I FIN. IST FIN. 15T I FIN. 15T FLOOR ELEV= 0'-0" O 'FLOO ELEVs O'-O" M� 10'SQUARE HB46 PERMA CAST 6xb P.T.POST WITH SIMPSON 6x6 P.T.POST WITH SIMP50N 10'SQUARE HBt6 PERMA CAST O w 80523/6 POST GAP ANCHOR t I I I I I I BC52 /6 POST GAP ANCHOR 1 I COLUMN#46382 W/SQUARE COLUMN#46382 W/SQUARE FLAT GAP t BA5E(OR EQUAL I (r ��j e'er I I I I I I ON ALL �) I FLAT CAP t BASE(OR EQUAL I w w -CORNER co."TO BE -CORNER COLUMN TO BE I c PROVIDED W/SPLIT KIT PROVIDED W/5PLIT KIT I I I I I I I I cg� ❑ w O UNFIN.BSMTFLOOR— OL I - - - — — — — — — — I — - - - - - - - - - - - - - - L - - - - - - - - - — — — — — — — — — — I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — I - - - — — — — — — - - - I —UNIFINB5MiFLOOR — — — — — — — — — — — — — — — — — — — — — — — —I— — — — — — — — — — —I— — — — — — — — — — — — — — — — — — — — — —I— — — — — — — — — — —I— — — — — — — — — — — — — — — — — — — — — — — — U FRONT ELEVATION FRONT ELEVATION 311bo = I-0 3 6 = i-0 UNIT 104 UNIT 103 z U W MODEL Al (HOLLY) MODEL A 1 (HOLLY) 0 0 RID6E5 TO ALIGN M06B TO ALI6N Q _ Q r � RIDGE V13Vf r' RI06E VENT p C4 cV ri cl C4 N A . x''12 12 1135 12 t 13S GKET G t 135 t 135 I 12 All 12 O O O 0 00 12� 12 12 � 125 lA V5 12=110' I'-0' 1'-0' I'-0' I2 INSTALL ICE t WATER SHIELD OHf. Olf. 112 12 OH, q L PER MANUFAGTURBZS 12 12 12 12 IPER MANIFAGTURI325 SHIELD rY 5PEGFIGATIOrS TO MAINTAIN 112 -'41°�'^^ 12 SPIEL FICAT06 TO MAINTAIN PRODUCT WARRANTYIx8 FASCIA BD. PRODUCT HARRANTY o N b'BLINDg•A E'BLIND o IN6 FRIEZE BD. RA51+1 APPLY ICE t HATER SHIELD IN FAIR APPLY ICE t HATER SHIELD IN FAIR 7 - P EATHB2 MEN THE AIR,ROOF DECK AND HEATHER WHEN THE AIR,ROOF DECK AND T Tt3M'FRATLRES OF 40'F MD43RAW ARE AT TEMPERATURES OF 40'F (5•C)OR HIGHER (5'G)OR HIGHER BRKFST PL HTME _ — — — — MSTR BD_RM. MST72 ESDRh1 — — — — _ T BRKFST PL HT F- �— -- ~•�PL HTS -PL HT — Z W P-6' I'O' V ON OH. OH. OH71 EE:11. �' } EXTERIOR HALL. _ L ELCiERiOR WAIL m -HARDIPIANK SHINGLE 51DING - _ - SOFFIT I'-0' 1'-0' _ SOFFIT -TYVEK OR E SHINGLE SIDING J O 0 TYVl3:OR EQllAL N� � OH. OH. XI W W -?/116'OSB SHEATHING rs _ -T/ib'OSB SHEATHING W IU Ij j I rz x -2x6 HWD 5TLM 0 116'O.G. a - TS' b'R-21&4TT5 I 4 W -2xb WDOD 5TUJ5 0 Ib'OG. Q = Q Q H. `' Q Q `� Q -� Q -6'R-21 BATT5 U D Z 4 0 4 GARAGE 4 0 4 C� o I - HALLW BEYOND. 44Lj L w O~ li rY� II Q � Z li IIIIIII IllIY II Q FIN. 15T FLOOR IN. IST FIN. IS FIN. IST FLOOR ❑ W ELEV= O'-0" 00 EL O'-0' 2020 W5RC-6247.b(503,b) w v VENNTIN6 5Y5TEM TERMINATION LOCATION: _ — I r_�___71 I — — r -�-1 1 — — THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN u i 6x6 P.T.POST HITH 51111=501 10'SQUARE HBt6 PERIMA CAST 10'SQUARE HBt6 PERMA OAST bX6 P.T.POST WITH 51NPSON INJPUT OF 110000 BTU PER HAIR OW OR LESS SHALL BE BCS23/6 POST GAP ANCHOR t ( I I I 11x4 AZEK I II I III I I I I I I I I I I 11x4 AZI3;ITRIM 1 1 I I BGS23/6 POST GAP ANGIHOR t I COLUMN#46382 W/SQUAREJ III I III I I I III GOLIIMN#46382 W/SQUARE LOCATED AT LEAST 6'FROM AINY AIR OPENING INTO A F SIMP50N ABU66 P05T BASE 51MP.�ON AB"POST BASE j. (IYp-ALL COLUMNS) I I FLAT GAP t BASE(OR EQUAL I I ( I I II I III I I I I I I I I III I I I FLAT GAP t BASE(oR EQUAL I I frm_ALL COL.Ilrt�S) I BUILDING,AND%"AN APPLIANCE WITH AN 1W OVER IOPOO 0 m I "CORNER COLUMN TO BE ( I ( III I SII I I I III I q I I'RCORNER OVI1� sP"i IT To BTU PER HOUR BUT NOT avl3e 50000 BTv PER HOUR SFW L BE PROVIDED W/SPLIT KIT III I III I I I WRE55 I I I I I I I INSTALLED WITH A 4 INCH VENT'TERMINATION CLEARANCE,AND � tu I I I LHINDOW�_ J I I I I I I I AN APPLIANCE HITH AN Nwr OWER 5o,000 BTU PER HOAR Z Q u I I I I Ll I ( I 1 I I SHALL HAVE AT LEAST A 12 INCH VENT TERMINATION z 0 g I I g INTI 5HACLEARANALLL 13E LOCATED AT]LEAST 12THE BOTTOM OF THE VENT"ABOVE 6RADE AIR f/1 I I I I I �I � _ _. 11 1 I I _ _ — I II II I W / EED � urFlrl I I I I I I I I I v �0E3 R7- �R�'.y - - - -� - - - - 1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ L _ _ _ _ _ __ _ _ _ 2020 W5R.C,-R3I22.1 INHERE P OF SILL - - - - - - - - - - —I- - - - - - - - - - - - - - -I— - - - - - - - - - - - - - - - - - - - - - - —I- - - - - - - - - - - - - - - - - - - - - - —I- - - - - - - - - - - - - - -I— - - - - - -- - - - � OERABLEHINDIN DHEII 5. OPEN!tHEIOCATED LESS 2 OPERABLE WINDOW OPEH�N1615 LOCATED L1�THAN 24' Q ' � � ,h ��'•{. � 2 � ABOVE THE FINSHED FLOOR AND 6REATER THAN 12'ABOVE „ e THE FINISHED 6RADE OR OTHER SURFACE BELOH ON THE W r r,- 7; < EXTERIOR OF THE BUILDIN5,THE OPERABLE WINDOW SHALL COMPLY HITH ONE OF THE FOLLOWING, (� ��,A •OPENINGS THAT HILL NOT ALLOH A 4 INCH DIAMETER SPH IRE REAR ELEVATION REAR ELEVATION TO PASS THRUI6H THE OPENING;IN ITS LARGEST OPENED J O23H,O �� 3 6 = I-0 3A6' = I'-0` ME WINDOW�I VEWA5 THAT CONT DEVICE o�nri N To ❑ op N EW RELEASE THE CONTROL DEVICE:ALLOWING THE HUNDoW To . .. •••\.......-................................ FULLY Opm SHALL NOT REDUCE THE NET CLEAR OPENING J B NUMBER AREA OF THE WINDOW WT TO U%THAN 5:11 SpJARE FEET. UNIT 103UNIT 104. 2016023 MODEL Al (HOLLY) MODEL Al (HOLLY) w Q SHEET NUMBER UNITS 103 (MODEL Al ) & DUET CLUSTER EE Ezazl]D� ii-L I L.1 I.J 11-1 104 (MODEL Al ) ELEVATI IO N S U)W A I 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED RIDGE VENT u) F- "FIRE RETARDANT Z PLYWOOD 5HEATHING wE 2"x8"RIDGE BEAM = / 1 M06B TO ALIGN = R06M TO AL16N 12 12 U 6 - f- --1 Z u L M06E VENT RIDGE VENT 12 12 2"Xb"RR O 7 616400. I- 4—J cin - 12 HARDIPI/WK 12 - 12 12 (2)2"XIO" N p o HORIZONTAL SIDING 55 -`: Y "- g QVM375 t LEADERS q HORIZONTAL SIDIN6 U) � 5S HARDIPLANK PT GIRDER F- i= �n N} -12w - - A. ALL 6�J 9;ZS 4 LEADERS SHALL BE BAKED IZ 5EaRED TO Z L 0)WHITE ALUMINUM A32'MIN.6AZE,6VrTER5 51HALL BE 5'5EAMLE55,06.STYLE W/ALL 85 O Q W c co RIDGE VENT ~~- - - RELATED 4 REQUIRED ACCESSORIES. LEADERS RIDGE VERT - - U O � -- - - ... SHALL BE MIN.2W',.021'GAUGE H/ Lo b CLIPS 4 CD ANGI•IORS. CAAK 4 SEAL AIL JOINTS. PITCH ❑ ` , M o - - r - 6UR13L5 V MIN.V8'/FT.PROVIDE PYL. -RIDGE VENT' _ =�- - -- - - RECEPTORS 8'ABOVE GRADE TO RECEIVE `- LEADERS(CLOSED GAP DE51610. OH I I I I I I r I12 V GI1ORY 12 12 m- - :- - - BEDROOM#3 12 _.. �, -� BEYOND q" _. .._._ NALL BEYOND _.... - - FORCH BEYOND _ O.H. b'-o" O.H. _._ ._ _ 12 ROOF 0 COVERED p�E - _.. . ..,. _... ,,_ oH. x8 FASCIA BD - - -- = - (,/)b 12 1 :.... - _ _ ��._:..- 2"Xb" IT BEAMS a _ , ..,__ BEDROOM#2- ----'—-M,.__ _ Z -s=� BRKFST _ - PL HT W- — -- --- PL HT STR BR PL HT -� mw m-. ® 6 G W/VENTED •� L VINYL SOFFIT BRD F- _� I-0' - - I - - K Ovw OH. OR — -PL RA lO"SQUARE HBdG PERMA n _ 8"AZEK ® CAST COLUMN#46382 W/ o U ILO. ® FRIEZE 13D. I I r o. SQUARE F T Z I -, LA GAP d °- O CH. BASE(OR EQUAL) tE MASTER 1 I = I I �� 1 I CORNER COLUMN TO BE 4 PROVIDED W/SPLIT KIT 0 , ^ Q WALL 0 -.l.:l I I o g 11 WALL-1 01 u BEYOND IJ:= U4 11 coin a COVEREDLl PORCH BEYOND B� :el ( L J NilOMi PORCH O BEYOND \� FIN. 1ST FLOOR -T' ' r.°< _'• IN. IST FLOOR FIN. IST FLOOR1111 1 if I ELEV= O'-O" ELEV=O'-O" ELEV= O'-O" IN. IST FLOOR '..�.� F_LEV- O'-O" Ix4 AZEK TRIM I I -I I I Ix4 AZEK TRIM Ca"0 COVERED-I I I I 6 I I I I HOUR RATED EXTERIOR I I FIRSr FLOOR LINE FRONT PORCH BEYOND I I I I FDI I I I I I I — MARINO 5EE DETAIL: I O I I I I I I I I i I I w I I i I I w UNFIN.BSMTFLOOR - _ - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - UNFIN.BSMTFLOOR OIL U) - ---'- -- - - - - - - -- - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - � L - - - - - - - - - �I-- -- - - -- - - -- - - - - - - - - -- - - - - - - - - �j o I co TYPICAL PORCH SLAB ❑ O '4'PL.SLAB(MIN.3500 P5I GONG) RICHT 51DE ELEVATION LEFT SIDE ELEVATION (BREEZEVAY 51DE) REINFORCED WITH % ITWWM •TAMP t FILL TO qs�DENSITY 3b' = P-0 co UNIT 103 UNIT 103 1 BREEZEWAY SEC7C'ION A 1 . 1 (D NTS. z U MODEL Al (HOLLY) MODEL Al (HOLLY) w U O RII TO ALIGN RIDGES TO AL16N _ 4 N RID6E VENT M06E VENT 12 _ "_ T - - - D HAIR 12 12 HARDIPLANK- `- SS HORIZONTAL SIDING HORIZONTAL SIDING 55 4 QJE E25 I LEADERS q --.•- + ,- AL 6UT ER5 4 LEADERS SHALL BE BAKED G °:�-°µ -• -12 rn r MITE_ -._i_--12 - 12 r � h � 00 SHALL BE 55'5EAMLEt6106 5TYL E -- =-f--t 85 - 12 t 85 Q N c�i r� N OR RELATED 4 REQUIRED ACCESSORIES. LEADERS "` '- -`- - R11I VENT RIDGE VENT N M ao M SHALL BE MIN 2k3',O2T'GAUGE W/CLIPS! 10 ANCHORS. CAULK 4 SEAL ALL JOINTS. PITCH - evnERS MIN.V8'/FT.PROVIDE P.VL. __...._.._ -.. ..-----.-,-- _ ..... .._. ----�RIDGE VENT-- -. _......_-M....` RECEPTORS 8'ABOVE GRADE TO RECEIVE -- ._.... .._ ... .:. LEADERS(CLOSED GAP DE516HW. - - - �� I'-V _ �._.�.-,-.....-...._ -_.....-m.... ,_..,� 12 12 _ _ __.- - 10 _,,_._-.,� 12 12 CLERESTORY __ _ _ _ __T.__ CLERESTORY r _k WALL WALL BEY 12 _.._- -. BEDROOM R3 BEYOND WALL BEYOND .M 77T -- 6ABI..E ._.. .�.,,s ROOF a COVERED uj M _ -- _ oH. t 10 '_.: _ PORCH BEYOND O O O Z Z Z -, . . -. _ 0 00 Ix8 FASCIA W. v. �....- .... . 12 12 - r. _ Ctl BRKFST PL HT -." - ,- :- BEDROOM#2 PL HT 12 12 - - - M5TR BR T-, 1p6j. lo ON. OM 1.LL PL HT _ N 8'AZf3; I =E1 F-M � � � f 1 ..,... � o -0" II FRIEZE W. I I I I, , OH. � MASTER BEDROOM II = _ _ F- 4 WALL BEYOND i i I 4 4 4 I I - i GARAGE 4 4 COLUMN o COLUMN o WALL 0Z II 's 4 I I BEYOND v m I I - w /1 COVERED III I 1 PORCH BEYON? I I I ( 1 a_ FRONTPI7RGi .p I I COVERED �r U C,OL"o COVERED TIU II } BEYOND I . Ii BEYOND Q pp I IYRP� _ I1 I I . I. �.__, FIELEIST 0-0� I I ILL1 I IN. 5 0-0 S Q FIN.15T FLOOR FIN. IST FLOOR > �I Y FLEV-O-0" - - - Q W LL I U Ix4 AZEK TRIM ( ( I ( ( J Ix4 AZEK TRIM I I ` — I 00 COVERED O Lu I HOUR RATED EXTERIOR I I I 6 w o FRONT POF;?,6H BEYONDI I I I BEARING WALL , I I I FDI o W 4 '9 A55EMBLY- 5EE DETAIL: N3 I I I 2020 NYSRG-624218(503,b) ❑ Lu Lu VENTING 5Y5TN TERMINATION LOCATION: _ I I I I I I OFr VENT IOPOO M S D HaR%W OR APPLIANCE U BE w U UNFIN.B5MT FLOOR UNFIK 95MT FLOORI I I I I LOCATED AT LEAST 6'FROM ANY AIR OPENIN5 INTO A F U �— - - - - - -- - - - - -- - - - - -- - -- 1 - - - - - - BUILDING,AND 511tH AN APPLIANGE WITH AN INPUT OVER IOPW U m - - - - - - - - - -- - - -- - - - BTU PER HOUR BUT NOT OVER 5OAOO BTU PER HOUR 5HALL BE z Lij - - - - - - - - - - - - - - - -I- - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - -- -- -I- - - - - - INSTALL.EDWITH AgINGHVENT TERMINATION GLEARANGE,AND - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -- - ANAL'PLIANGEWITH ANIHFUfoVER5opO0BTU i'ERHOUR Z SHAL HAVE AT LEAST A 12 INCH VENT TER41NATION z t] 0 � CLEARANCE THE BOTTOM OF THE VENT TERMINAL AND THE AR INTAKE SEAL BE LOCATED AT LE46T 12'ABOVE 6RADE. U) 0 GSEO.q�:........: LEFT 51DE ELEVATION RICHT 51DE ELEVATION BREEZEWAY 51DE �ERr��cti% - - ) 2020 NYSRG-8312.2.1 IN DHRLING UNITS,WHERE THE TOP OF THE SILL OF AN F- y Ube = I-0 3 b = I-0 O TRA13LE WINDOW OPENING 15 LOCATED LEMS THAN 24' Q � �Y � �' C): ABOVE THE FINISHED FLOOR AND 6REATE.THAN T2'ABOVE 2 -i THE FINISHED 6RADE OR OTHER!SURFACE BELOW ON THE w EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW 5HALL _ UNIT 104 UNIT 104 COMPLY WITH ONE OF THE FOLLOHING, '` •OPEN1l THAT NULL NOT ALLOIW A 4 INCHI DIAMETER SPHERE (U � TO PASS THROUGH THE OPENING IN ITS LARGEST OPENED O 810 PFALL P ❑ N �1-40 p MODEL Al (HOLLY) MODEL Al (HOLLY) •EAU DOW O ENI DEVICES THAT COMPLY WITH ASTM F 2040 (THE WINDOW OPENING GONTRDI.IDIa/IGE AFTER OPERATION TO RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO :.. .................................................. FILLY OPEN,SHAL NOT REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW MIT To LE55 THAN Sl SWARE FEET. JOB NUMBER 1 ED w 2016023 UNITS 103 (MODEL Al ) & DUET CLUSTER u' = SHEET NUMBER 104 (MODEL Al ) ELEVATIONS F w 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED F- H Z W E R 1r2 A G G A Ots U AI b AI-b AI-b AI-b D ( ) a) Z (1)52'-2" 16'-0. w w V I..-. 4J fn � b DIRECT VENT NEATIN6 EQUIP. ^ ^V, > 7 4 C APPLIANCE CLEARANCE CE APPI IANCE�J 12'$■ Pj'-(j" q'-(1' I4'-a' I 14'-8' q'-6' IS'-b' 12'-10' .� NN} SHALL BE INSTALLED WITH THECLEARANCES FROM COM31)5TIBLE MATERIALS Al.i DIRECT HFATIN6CLEARAWE EQUIP. IANCES Z U d_ Lp INDICATED ON THE APPLIANCE LABEL %WALL BE INSTALLED WITH THE p '0 AND W THE MANUFAGIURERS CLEARANCES FROM UNPROTECTED U Q W M AND16TI LATE INSTRUCTIONS. ` N M c GOMR6113LE MATERIALS A5 ti 4 LINE OF REAR GEEK INDIGATM ON THE APPLIANCE LABS. 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Z 6-10' II'-2' II'-0" II'-0' II'-2' 3'-10" w A w U (9 14'-10" IT'-2" 22'-2" 22'-2' IT'-2' 14'-10' O m J W w 54'-2' 1210'BREEZEWAY 54'-2' > O U 127'-4"OVERALL O F� 0 p O A G I G A W AI-b AI-b AI.I AI-b AI-b ❑ Z v F O UNIT 104 UNIT 103in w w J Z C2 o _ o co MODEL Al (HOLLY) MODEL Al (HOLLY) � ........I............ q W �G oaERr �C FOUNDATION PLAN FOUNDATION PLAN 3/16"=I' 0 3/16 =1 -0" s W �' �' >xtN.TA'f} U � ❑ \FNFW�� .. ....................................................: OB NUMBER w2016023 AB DENOTE5: WAC FaMMM M MARK 'TO BE PRD`nD®BY HERS RATE2 6ENERAL GONTRAGTOR5 AND SUBGONTRAGTOR5 TO REVIEW � ENERGY NOTES HD= HOLD DOWN THESE CONSTRUCTION DOCUMENTS UPON RECEIPT FROM UNITS 103 (MODEL Al ) & DUET CLUSTER Q SHEET NUMBER $"DIA ANCHOR BOLT uSFJ7 A5 HOLD DOWN NONE-�,,,HVAc caHTRAGTOR� MULTIPLE LVL GIRDER CONNECTIONS: ARCHITECT AND REPORT ANY AND ALL DISGREPANGIES � ALL CONSTRUCTION SHALL COMPLY WrrH THE 2020 ECCCNYS SEE DETAIL'0/21'%M 0-1 •GONPN.Y IN MANA4L"5' FOR ALL MULTIPLE LVL 61RDER5,LA6 BOLT RESIDENTUL PROVISIONS HD DENOTES: •Mgr L Ws NTH MAT&F 4 COOLER EplA'TE SI N512E 8 "T I Eff- LI /0 EeIIJ ARGHIINGLUIN6 ANY DIMENSIONAL GMEA5GTS,IMMEDIATELY TO FOUNDATION PLAN Z •MANML 5'AND MANUL ro'Gar>PLwNce GERTIFIUTE SHALL BE SUBM1TIfi�BE oRE uo ISS. AB=ANCHOR BOLTS a TOGETHER W/ I/2" BOLTS® 2'-0" O.G.,2" MIN, ARCHITECT FOR GORREGTIVE MEASURES PRIOR TO 51MPSON HDU HOLD DOWNS W/04)� 5D5 SGRB"15 O SEE SHEET T-2 ENERGY CODE NOTES N 1101.10.1.1 -N 1104.1 SEE DETAIL'I9'/SHEET DI MA�AL"t MrrC LOAD GgLUA Rnpk�,pROvlpg7 By IBS RATER 5 5TRONO�P'ON FROM TOP 4 BOTTOM, t MIN. 4" FROM ENDS GONSTRUGTION.DO NOT 5GALE DRAWIN65.DIMENSIONS SHALL 104 (MODEL Al ) z BE CALCULATED AND NEVER SCALED UNL E55 OTHERWISE NOTED. A 2W D COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED Z 52'-2" W E q{�" 12'-4" 12'-4" I5'-8' 1 � C> 1'-4• AI.I 1-4" l'-4' 4'b' S'-0' l'-10' 1'-10' 6'-2' b'-2" b'-2° l'-10' 5'-0' 4'-b' 1'4' 0 1� ` n'S' 11'4' O + ' (1) = v n e' lo'SQUARE HBE6 PERMA CAST L c °' m tj L G G A COLUMN#46382 W/SQUARE 11_ '�� AI-6 AI 6 LIFE of REAR PORCH o UNIT 101—\ AI b AI-6 FLAT GAP E BASE(OR EQUAL) '!� BE LINE DF REAR PORGH a UNIT 103 -PROVIDED ER COLUMN TO T PRO1/IDED W/SPLIT KIT � i= �a} 0) P.T.6IRVER SET TOP z rn Z_ U514 O'SQUARE HBt6 PERMA CAST - -- - - - - - - - - - - 0 - - - Lo - 2x 2 - o- Z &�'p M O Q w cM bxb D.T.P05T WITH « COLUMN#46382 W/SQUARE SIMI,50H BG523/b P05T bxb P.T.POST WITH I = Lo y 0 FLAT GAP i BASE(OR EQUAL) GAP ANCHOR t SIN P 4 -GARNER COLUMN(O E( P05T BASE(1YP- CAP 5652-3/6 51 T I I I ❑ PROVIDED ED O SPLIT KIT ALL ) LINE OF SECOND �'ANChIOR i 51 14 I (3) I6 TR 12 Iq a? 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I- - - ® L J 2b` I 21x10 ISH G.J.0 I6'OL. - 2 (2)2816 7R I I �- - - 11 4, - -� b I v F 0 END I I m _ - - HD ' L - _ JL —I— JL --Jl I HD 2016 TR L_ J I Io'-o'GEIL 12'-0' 21x10' I 18'SL 6-0 FW5 18' J n cv F- o 9'-0'HD HT L J I 12'-0"5TEP GE INS I B I 20sO 21x10"H16H G.J.a 16'OL. - z 2850 DH I REAKFAST PLEA I �(�a16 TR " 1 I M __ SY.k 14'LVL I_IDR g "� ® ry a O O b 0 9 HD HT D1 I I DI 10 F JOISTS a Ib' L. {6 r - "' fl 5J.'x 14'LVL GIRDER (4)2X6 n tt • `� b' 13'-8' 6" 4'-0' 0 4' 16'4' 2'-10' I POST 3, 3'6' 2'-0' () II o I' I (2J 890 DH o IV -60 FW:;,18"5L. r - - - - -1 I L C1J 2' 2' 61RDEFL - - �° I 2016 TI2 LINE OF SECOND 4'-0' 2'-0' m - - - - FLOOR ABOVE t2EXT.I'ALLS O L 2'-0' 'xlO'HIGH GJ.a b-oL. -2'-0' L J ,F - - - - - I 2'-0• I IO'-O"GEIL L J LIVING AREA TO BEONT wus I I _ W b'-0 FW5 IS'SL ` 'x10'HDR I 2050 DH Iqs _ _- r (4)2X6 ry 2'x10'HIGH G.J.0 16'OL. 4 4 - r R C#ILRN6® c i rI12'-0'S1�CEILING IO-0'GEILI I F (2) 2' GIRDER POST 5Ysx 14'LVL 61RDER ;oNO 4 - (3) k b'b• 13'-e" b- I' MASTER BEDROOM - MASTE PREFABI I I �" O 2'-0" 3 O" 12'-10' Ib-4 4" q'-0' cv FIREPLACE s Fl LL TBATHROOM o AN INN �' - ' - TUB LINE OF SECOND I 2' '� k ( I I I I 3016 TR ❑ - I in c ly P05T ABOVE 2 21x12•FLU5H 61 I I I -0' TEP CEILING 3036 DH (?)21x12 14RDER !- 2'-0' Tull FLOOR ABOVE I c� - 21x b EXT. 5 ��-DRi � 0 9'-O'HD FIT To NOU5 LIVING AREA _ - I -0'GE1LM6 < 12'-0"5T>P GEIUN6 Q Q zol6 TR I I 2xlo FLOOR JOISTS a 16' RAISED HEARTH I I I I KI GHEN � (2)21x12• 1 -1 I DE t31 STIP PRE FAB ASTER MASTER BEDROOM _ - N1U5 �q N I n 2050 DH I-6 I l'4• 5 p" I I�• 6' TEMP 6LIO v TEMPERED 61.-ASS M e of DOORS FIREPLACE b k 60• BATHROOMcNk 2 0' - - ON TUB PLATFORM 3016 TR `r P `� P05T ABOVE E4 Q (3)21x12 GIRDER 2x10 JOISTS 0 16"oL. ry14' LVL 31u� m I I I Iii r I I a� TEMP 6L DRS 2'x12'FLUSH 6I I �+ II VAULTED CEILING3036 DH I - u ' I -� RAISED HEARTH 2)2'x10'TDR 8' INT BR6 PR1N POST12'-0'STEP EILI I I I ABOVE - - "rBOXBM (4)2X42016 iR GREAT ROOM 2 1�KITG N DOOR JOISTS a Iv oL.II2050 AH N 9'-0'SOFFIT e (C.a C FJ LVL 161FDN'v TEMP 6L PRTN 1'-4, y-0• - - - 1'4"TEMPERfJ7 6I A�PTN d .L + �` ON TUB PLATFORM i DOOR - 4' T-10' 4" 5-0" 3'-8' IS'4" 'r r 5 b" �..� I I (3)2542' LUSH 61R�• L+ L J 4 ,lpe 9'-0'SOFFIT IL. 5D® ANTILEVER 4 O T W r� `P 3)j'Xa)j' I LOOR JOISTS o I L. Q - j LVL FLUSH —ry ^' l0 0'GEILv - )I •LVL GIRDER 4 GL. LA 36k r VAULTED CEILING INT BR6 FIRTH 2'x 8'-0' 0 2' 1zD� GREAT ROOM Box BM " - - "' IC-O'GBUN6 LOPED GEIL ry P m ` - 1 (( 2X4 LOW(2j I X bb- (2)2X10 FJ q'-0'SOFFIT I� UNDER STAIR b ;,,9-0'5OFFIT IN6 m - LVL 61RD� .0 4, _ 6' D AUN• '1 A ° * 8� 15'4" 4' 3'8' 4 5'-0' 4" 0 l'-10" 5'8" -0" g 4 -: I I ,(o B THR FIEP 'v 2'-0' 4's� b" b'-b" I l'6' p 4 GANTI ®%p ^ a' 5OFFIT GEIL `L x - 10'-0'GEwN6 NOTE = DINING AREA I I ti ❑ 4 1 4 I m x qj' - -0'GEILJM6 A3EFZ SD SD W� JOISTS 0j6'OL. v C 4 LVL 61RDER - WIGL m � STORAGE I W 1 •x 60• �V N _ - e� d 2016 TR P SLOPED GEIL v o Ib OG. o 9'-O'HD HT 'r UAXR STAIR IO-01 caume II m 15'-4" 4" 3'b' 4' 8'-2" �" 2050 DH r , 9-0 SOFFIT GEILIN6;n v THROOM I I 4" 1'6" b'�' - 4 6'R-21 '�€s DINING AREA lo'-0'CEILIHB gL_ J BATTS NOTE Y'. ®E> I I 2x10 R Jo15r 16 W I WIGL TORAGE 4 Iq LINE OF Q 2016 TW o Ib'OG, iv `* D1 FLOOR 14R UP FOYER F-- 0 9'-0"HD HT r 4' IS'-4' ABOVE 2868 INLINE DR- 2050 DH 8'-2' 4' 3 /'' m Hp - 45 MIN.FIRE C/21 Y RATED W/SHF 11P BATTSI (2) 'XIO' 6I 21x12'G J CLOSING DEVICE 3R -v DI 12'-0'H16H Y CEILING W L-J iY NOT�'�'' e 16OL. BEDR OM#2 g LINE OF Iq (2)2X6 5 II l/8'L P FLOOR FOYER UP NOIR 286a IN5U.DR- ABOVE Q 4 �(D o O 45 MIN.FIRE (4'P GONG SLAB B b' �M HT� m G/21 T RATED IN SELF 4" 21'-6• 6' 4' 0 9' �DH AI 6 4" Il'2' 2'-0" il'-6" -1 � UP DI v 3R G��DEVICE 21x12'G J 2 DH 20 10'GEIL. D'-0'H16H Y CEILING o Ib'OL. 'x10• 61 _ 0 G R GARAGE o T' Hv Hr COVERED ora• " GL. L - ry BEDROOM#2 s "x n�� LLL 12)2x6 ° _ •4•PL. (MIN 3500 PSI cm) e PORCH REI NTH 6x6,IOAO KXR f SLOPE SLAB DOWN 1' e 2016 TR 1--� — — O UO'SQUARE t6 Tom`' DOOR _ - - - - $ 0 16 THD HRT 6' 4' 6' $ n'2' 4' 21'-6" 4' CAST #463 W/ `ii'TYPE GYP GARAGE iv L�BQ�- (3)21x8'HDR 4 f -1 11'-6" 2'-0' 11 AI b 2050 DH a 2050 SOLI FLA GAP!BASE( "Type w GYP ov ON INT OF N ° W e'o'GEIL o DH 0 l'-0•HD Hr TWO GAR RAGE EW - LUMN T 3080 EXT N5UL DR W/ GL. v 2011 1' HT COVERED - �' BE W/ IT KIT L cor*4ON WALLS ro (2)18'51DEL16HT5 L J a ) 4'PL.SLAB(MIN PSI Cm) v (2) 10 TR P PORCH REINFORCED NTH 6x6, KRIA 04 SLOPE I SLOPE GARAGE A» 2• 0 0 10 SQUARE H4BE6 PERMA G T (2) OH HD - TOWARD5 6ARA6E Q 9 I (3)2 8'HDR - - - - •I'TYPE 9P 6YP ED ON ARASE v p D/21 19 DOOF �o #46362 W/SQUARE o r co r' WNJ-5 t GE11JN6 DICI) COI N DI F T GAP E BASE(OR EQII 04 N P: C! r Iaml 3080 EXT I DR I V - •TYPE•x•GYP ev ON, OF - COLUMN To BE LMNB 5PA6E CON 01 To ° 8010 OH DR v DI (2)18'S1 16HTS 6ARABE I Iq DED W/SPLIT KIT (2) 0 TR A3 DI 8010 4 (3)13/4k 9 I/2'LVL o (2) ' DH 10'SQUARE HBi6 PERMA AST - 7 � COLUMN#46382 YU SQUA 1q Dl21 )13/4k 91/2'LVL NI FLAT GAP t BASE(OR AU p1 DI 0/21 -CORNER COLUMN TO BE D/21 19 FRONT WALL 0 PROVIDED W/SPLIT KIT 8010 OH OR 19 4 DI p1 DI LINE OF FRONT Q GARAGE IW. (3)13/4'x 9 I/2'LVL NDR I 1 8010 OH DR zz DI 6ARA6E WALL DI MIT 104 4 D 1(3)1514'X 9 I/2'LVL D/21 D/21 LD Z Z Z Z Z 0 0 0 0 O O W V5 V5 V5 V5 rn DI DI DI D/21 W W Cu W DESIGN N®. U356 3'-1' 3'-7" 2'-4" V-4' 6'-4' 2'-4" I'-8" b'-O'RD. I'-b" 1'-5' &-O"R.O. I'1" I'-1' 8Y-0'RD. I'-5' I'6' 8'-0"RD. I'-8" 2'-4" 6'-4" vr 6'-4" 2'-4- 3'-1' 3'-1' WALL RATING- I HR. FINISH RATING-231MIN. Lo 3'-10' z14'-10' n'-2' 22'-2' AI.I 5 �t 54'-2' 12'-0'BREEZEWAY 54'-2" - . .,... -.,w.. _W .»-.._--_... - - - ....... ... y { Z A G I HOUR RATED EXTERIOR G A ,I ' \V 'y �G \l ;l k a W AI b AI b © BIEARIN6 WALL Ai b Alii '� } A55EMBLY- 5EE DETAIL: 11,41 1 r' -y~ FIRE SIDE 0 p� 0 HORIZONTAL SECTION o C w UNIT 104 UNIT 103 Z o Al (HOLLY) MODEL Q MODEL A (HOLLY) L WOOD 51UD5-NOM 213Y 4 IN.SPACED I6 IN.OG MATH TWO 2 BY 4 IN.TOP AND�2 BY 4 IN.BOTTOM PLATES.STUDS W LATERALLY-HRAG�13Y WOOD STRUCTURAL PANEL 51-EATHIN6(ITEM 5).WHEN MINERAL AND FIS BOAR475•p1B15A)ARE 0 CONSIDERED AS BRAGIN6 FOR 114E STUDS,THE LOAD IS RESTRICTED TO"OF ALLOWABLE AXIAL LOAD.WALLS EFFECTIVELY FIRE '- FIRST FLOOR PLAN STOPPED AT TOP AND BOTTOM of WALL FIRST FLOOR PLAN 2(9YP5UW BANid-ANTr CLASSIFIED 5/8 IN.THICK,4 Fr WIDE,APPLIED VERTICALLY AND MIAwI)TO STUDS AND BEARING PLATES 7 IN.OG NTH 6D CEMENT-COATED NAIL5,1-1/8 M.LONG WITH 1/4 IN.DIAM HEAD. v J a.iW*AND NAl1EADS-(NOT SHOW-WALLBOARD JOINTS COVERED NTH TAPE AND JIDINT COMPOUND.NAIL HEADS COVERED V 3/16"=1'-0° LIVING AREA= 1,670 5Q. T. 3/16"=1'-0" LIVING AREA= I,6�i0 5Q. ET. LU C �BAT15 �J4►�1r,1•-MINERAL FIBER OR 6LAY�FIBER INSULATION,3-5/8 IN.THICK,FfdE5511RE FIT TO FILL WALL CAVITIES 0 6ARA6E AREA= 486 5Q. ET. 6ARA6E AREA= 486 5Q. I T. INSULATION NTUD5 AND CEDPLATES.MINERAL FIBER TOR ATION TO BE UNPAGED AND TO HAVE A MIM!DENSITY OF 3 PGF.6LASS3 THERMAL AL F" COVERED PORCH AREA— 364 5Q. ET. INSULATION TO BE FAG®NTH ALUMINJM FOIL OR KRAFT PAPER AND TO HAVE A MIN D@151TY of O.a PGF(MIN R-13 THERMAL z m INSULATION RATM). COVERED PORCH AREA= 364 50. ET. - WOOD S1R11GTURAL PANE SIEAnMS-MIN 1/16 IN.THIGK,4 FT WIDE WOOD STRUGT11RAL PANELS,MIN 6RADE 10-0'OR'SHEATHMI6'. INSTALLED WITH LONG,DIM61ON OF SHEET(STRENGTH AXI5)OR FACE GRAIN OF PLYWOOD PARALLEL WITH OR PERPE DIGAAR TO Z Q STUDS.VERTICAL "NT5 CENTERED ON 5TU05.HORIZONTAL JOINTS BACK D NTH NOM 2 BY 4 IN.WOOD BLOGKIN6.ATTACHED TO (� D - C] w STLAS ON EXTERIOR SIDE OF WALL NTH bD CEMENT COATED BOX NAILS SPACED b IN.Or.AT PERIMETER OF PANELS AND 12 IN.0G ALONG INTERIOR 51U25. W b BaBWRFAGiM-INSTALLED IN AGGORDANIGE NTH THE MANIFPGTURERS INSTALLATION INSTRUCTIONS.ONE OF THE FOLL.ONN6 Q / CG R BERT EXTERIOR FA INSS I5 TO IE APPLIED OVER THE SHEATHING, G.WOOD STRUCTURAL PANEL OR LAP SIDING-APA RATED SIDING,EXTERIOR,PLYWOOD,05IB OR COMPOSITE PANELS WITH VENEER FACES AND STRUCTURAL L WOOD GORE,PER P5 I OR APA STANDARD PRP-b8,INGLUDIN6 TEXTURED,ROUGH SAWN,MEDIUM DBN5ITY Y BTd15HED,6ROCVED AND LAP 5101%. t'R Zc 12.2. W IN DW311H6 UNITS,WHERE THE TOP OP THE 51" OF AN OPERABLE WINDOW OPENING 5 LOCATED LESS THAN 24'ABOVE THE FINISHED FLOOR AND sIRFATER THAN T2'ABOVE THE NOTE: WOOD SPECIFIED IN UL'RATED DESIGNS f1i2E MINII�JM SIZES.LJ2 DI FINISHED GRADE A OTHER SURFACE BELOW ON THE DC AND 6F OF THE B THAN 72'6,THE yT CAN BE TIT M• OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING, (/1 •'OPER N55 THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO PASS MROU6H TIE NOTE: UI..X356 15 IN GOM'LIANGE WITH FIREAZCiISTIYElRATIN(65-ANSIRA..263 A5 IPI�2'R302 OPENINS IN ITS LAR6E5T OPENS POSITION. MULTIPLE LVL 61RDER CONNEGTION5: .FALL PREVENTION DEVICES THAT COMPLY NTH ASTM F 2090 FOR ALL MULTIPLE LVL CARDERS,LAG BOLT THE WINDOW OR NI%CONTROL DEVICE AFTER OPERATION TO RELEASE THE CONTROL ONE HOUR RATED EXTERIOR 1 T06ETHER W/ 1/2" BOLTS® 2-O" O.G.,2" MIN, DEVICE ALLOHN6 THE WINDOW To FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW UNIT TO LESS THAN 5:1 SQUARE FEET. FROM TOP a BOTTOM, a MIN. 4" FROM ENDS WALL RESISTIVE ASSEMBLYB NUMBER NTS. A- 3- .. 2016023 2020 NY5ECCG 5ECTION R 403.3: 2020 NYSRG-62421.8(5036) 6ENERAL GONTRAGTOR5 AND 5UBGONTRAGTOR5 TO VENTING SYSTEM TERMINATION LOCATION: Q SHEET NUMBER EXHAUST FAH: -SUPPLY AND RETURN DUGT5 IN ATTIG5 SHALL BE INSULATED TO A MIN.R-8 2020 NY515000 5E(:T1ON R 402.4,1Q, UNITS 103 (MODEL ALI ) DUET CLUSTERNOTE: REVIEW THESE GONSTRUGTION DOGUM'ENTS UPON RECEIPT THE Yl3If TERMINAL OF A DIRECT VENT A,PPLIANGE WITH AN MPUf NOTE "S": AND DUGT5 OUTSIDE THE THERMAL ENVELOP SHOULD BE MIN R$. AN APPROVED HERS RATER TO OF 10000 BTU pBL NDUR f3KN 0R LE55 SHALL BE LOCATED AT LEAST = • PROVIDE SPRAY NOTE: HD= HOLD DOWN FROM ARCHITECT AND REPORT ANY AND ALL NOTE N: STAIR MANUFAGTLIRER TO DESIGN STAIRS TO ® 20 CFM coNTIwous -SEALING IS MANDATORY FOR DUCTS,AIR HANDLERS,AND FILTER BOXES. PERFORM AIR INFILTRATION,DUCT 6'FROM ANY AIR oPEluN6 INTO A BUILDING,AND SUCH AN APPLIANCE WITH •ALL DRYERS TO BE VENTED FOAM INSULATION IN ALL WINDOWS 51 TALL BE IMMEDIATELY S INCLUDING ANY DIMENSIONAL GONFLIGTS, _OF TTE SEAMS,AND GONNEGTIONS SHALL COMPLY WITH SECTION M-1601.4 LEAKAGE,AND COMBUSTION SAFETY HO� 1O� BN 104 (MODEL A1 FIRST FLOOR PLANz TO OUTSIDE AIR PER CODE MEET ALL APPLICABLE GORES AND TO IMMEDIATELY TO ARCHITECT FOR GORREGTNE HOUR SHIP,LL BE INISTAI I Pn H1H A 9 INCH VENT TERMINATION CLEARANCE,6ARA6E GEILINC7® ANDERSEN 200 SERIES THE 2015 IRC. T1 TING AND PROVIDE A WRITTEN (� •ALL WA5H4ER ro BE REPORT ANY DISGREPANGIC-5 AND GONFLIGTS CO2®2 CARBON MONOXIDE N1EA5URE5 PRIOR TO GONSTRUGTION.DO NOT SCALE AND AN APPLIANCE WITH AN INPUT OVER 5opoo BTU P�HOUR 544ALL HAVE PROADED NTH DRAIN PANS LOCATION OF TO THE ARCHITECT PRIOR TO STAIR FABRICATION. �'TEMPERED DETECTOR DRAWIN65.DIM1E%ION5 SHALL BE CALCULATED AND -DUGT5 SHALL BE PRE59JRED TESTED TO DETERMINE AIIR LEAKA6E BY REPORT OF THE RE5ULT5 AT LEAST A 12 ING44 VENT TERMINATION CLEARANCE-THE BOTTOM OF THE Fn AL3 BEDROOM ABOVE 6LAZI ' NEVER SGALID UNLESS OTA�RWISE NOTED. R�-IN TEST AND A WRITTEN REPORT OF THE RE5ULT5 SHALL BE 516WD VVI AND THE AIR INTAKE%HALL BE LOCATED AT LEAST 12' WIC �p SMOKE DETECTOR BY THE PARTY GONDUGTIN6 THE TEST AND PROVIDED TO THE CODE OFFICIAL. COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED F H Z W E m A G G A �, U AI-b Al-b AI-6 Al-b Z V t 52'-2" 52'-2" O L to .p.r .0 N �4 (n � ysZ 12'-2' 12'-2' Z V 2,F) td Lo L- �`nv Q M 0 Q Lu24 Ln CM 2 co ti 2co 5'-II" 5'-II' S'-II" 5'-II' ❑ M .-. cc a © I HOUR RATED EXTERIOR — — — — — — — — — — — — — II'-0'PL.HT. BEARING WALL RA3A55EMBLY-5EE DETAIL: I I I - - - - - - - - - - - - - I I II'-O'PL.HT. Z o I 0 III-01 PL. I I I v II'-0"PL.HT. O I 385 DH 00 U r212w, I I-0PL.HT. 385 OH AI.I — — — — — — — _ I ' HT. I()I IU) q-0PL. u- 0 GJ a bG. o J I p Qji C) p II q-0 - - - - - - - I I I 6' " II'-0" - 4' 2'-0" 4 I �1LJI 'PL.HT. q'-O'CEILING L-- — — — — — — — — G I e 16'oG. I � oH. I I I N BEDROOM#3 I _ _L_ — — — — — — 4 6 5'-4L.' 4' 5'-4" 4' I I I IF I�I Q 2'-0" 4. II'-0' — Q I I b• I IL —J N >-4 BEDRooM #3 N I I 0H. I I I so ® � ' `'' 0I I I I I I � ~ Z " � 4' '-4' 4 — 5'-4" 5 6' I'-b. I I 4 GL 4 d I I w I I IL_I_ -1 L I I W w b I I II 4 CL 4 I I I I �f' -____ 3 ® —~ - - - RAILING — - - -F - -1 —IJ N N N I I I L N I 0W°o I O ❑ w m b' 12'-10" 'v I I RAIILIN6 II'-0'PL HT. I O / oFT DN 14R 3 — — —I 1 T C m -I - - -I r 12'-10" - q'-0'GEIUNs I I I �- — — — - ) `" EF® q'-O' c _= T Dx I4R LOFT '% I u'-o'PL.HT. I �- I 6• § a'-Io.BAT yds 4' 3 e• I I /h III E— Q I _ II I ( � �I I Q I I �- —1 I \ — — — UPPER GREAT — — — _ I co I- - __--� I I I o �� ROOM � I Z U I II II / I n = q'o•GE1uN6 ® I--] F- -I I I I �L= _ I I Off/ W INT 56 PRTN 4. L _ _ = ' II �- U ROOM � 0UPPER GREAT 4 q'-4" 4-6' 14' 1 0 /71 \ 11 INT eRs PRTN — — — — — — —— _ _ 11 I I ❑ ❑ I I I III rrl,ous I I 4--b" 6" x v I I'-0" O I 2'b' 4' q'-4' I I I I _ 5 nI Y, 14'LVL GIRDER II'-0'PL.HT. I 3040 DHI 1I 1I 1I _ — J1I 1I (I 1 ❑ I II I m- I GI AB a loo•HD HT BREAK® CM ROOF BREAK TORY WAL 14'LV6IDR - - - - - - - - - - I- b SYk CLERESTORY WALL N rIl- 00 *,: N OR g ROOF BREAKI4 I B (3)5040 DHI ( I I - - - - - - - - - - - — 0 N ch oo N AI b GLERE5TORWALL YIAI b e 11-10'HD HT I I I I 11-01 PL.HT. - - - - - - - -� — II I I II II II II - -�I- - - - - -Ii I �- 11 it Ii i ) - - - - - - - - - - - I ( q'-0'R-HT. 11 - - - - - - - - - - - - — I II II II II II II - - - - - = C�� O_ O O O O O II II 5 5 5 5 II II � WWI :o 0 CEJ Ln 0 N r I-" Z I W AI.I a 0 I2'-0' 12'-2' 12'-8' 12'-b' 12'-2' 12'-0' 1'-4' m W O W Q/ O W W 54'-2" 54'-2' Lu Z (-4 U A G G A U) 4 AI b AI-b AI-6 AI-6 W 0 v ❑ �j •- O = UNIT 104 UNIT 103 Fv z win ki MODEL Al (HOLLY) MODEL Al (HOLLY) Z "' � o o SECOND FLOOR PLAN SECOND FLOOR PLAN ww i G�S:.......... � .................. ER R 3/16"=I'-O" 3/16"=11-0" U �R°aE rcy Cys LIVING AREA= 32q 50. ET. LIVING AREA= 32q 50. ET. � ,� V TOTAL LIVING AREA TOTAL LIVING AREA = HE ROOF FILM FOR ALL STRUCTURAL FRAMIN6 @IFORMAT1oN 1,999 S Q. FT. 1,999 S Q. FT. ? ❑ O 3810 I HOUR RATED EXTERIOR BEARING WALL A55 - D AI o'�NE\n►�� EMBLY SEE ET L /� B NUMBER NOTE: 2020 NYSRG-R3122.1 w 2016023 ENGINEERED J015T E° =EXHAUST FANS GENERAL GONTRAGTOR5 AND SUBGONTRAGTORS To ONE CARBON MONOXIDE ALARM IN NEW IN DW3LIN6 UNITS,WERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPEMN6 15 LOCATED LE55 THAN � SHEET NUMBER 5HALL NOT BE GUT, NOTE 'S': HD= HOLD DOWN 50 CfM INTERMI i 1ENI oR REVIEN THE5E GONSTRUGTION DOCUMENTS UPON RECEIPT ONE NO TWOfAMILY DwELLTNGS, 24'ABOVE THE EXTERIOR FLOOR AND��THAN BL ABODE THE AU CO GRADE OR E OF �A� UNITS 103 (MODEL Al ) & DUET CLUSTER Q NOTE: MULTIPLE LVL GIRDER CONNECTIONS: ® 20 CrM GONT1Nuou5 TOI NHOII5ES AND DWEIJJW UNITS IN eOLow THE EXTER1oR of THE BUILDING, OPERABLE WNDOW SHALL COMPLY NTH ONE of THE = NOTCHED AND HOLES FROM ARCHITECT AND REPORT ANY AND ALL pO1 , ALL WINDOWS SHALL BE TAIR MANUFAGTt1RER TO DESIGN STAIRS TO FOR ALL MULTIPLE LVL GIRDERS LAG BOLT sRou�R-2 anLDlNbs(coN�os t a BORED UNLESS ALL APPLICABLE CODES AND TO ' DISGREPANGIES INCLUDING ANY DIMENSIONAL CONFLICTS OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO PASS THROUGH TIE OPENING IN ITS ANDER5EN 200 SERIES TOGETHER W/ 1/2" BOLT5® 2'-0" O.G.,2" MIN, Got IMMEDIATLEY TO ARGHITEGT FOR CORRECTIVE GO-0P5)AND UNITS°FH32B°FOR SALE Lp�T OPENED PoSMok z SPECIFIED 13Y THE ORT ANY DISGREPENGIES AND CONFLICTS p=TEMPERED FROM TOP 8 BOTTOM, " ® DETECT �� 1N VRTHE IMMEDIATE VILOHESCINITY .FALL DOW OP NI DEVINTR THAT COMPLY ER ASTM F 2090 104 (MODEL Al ) SECOND FLOOR PLAN d MIN. 4 FROM ENDS DETECTOR MEASURES PRIOR To GONSTRllGTION.DO NOT SCALE BEDRoa•5,ON THE LOWEST FLOOR �WNDow oPETllN6 CONTROL DEVICE AFTER OPERATION To RELEASE THE CONTROL DEVICE ALLOWING MANUFACTURER PER TO THE ARCHITECT PRIOR TO STAIR FABRIGATION. GLAZING DRAWINGS.DIM31506 SHALL BE CALCULATED AND LEVE-CONTAININS BEDROOMS. THE WNbow To FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPEHN6 AREA OF THE WNDOW WT TO U) A4 GORE SMOKE DETECTOR ft R SCALED UNLESS OTHERWISE NOTED. LESS THAN st SWARE FEET. W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED F- z W E 0 U z ^, L O � O � , fn U U > r �O U) _Z- A G G A 0 Q W cl) I` § cW:a m AI-6 AI-6 Alii AI-6 _ � Tn � ❑ M °° 19'-b"HIP WIDTH 16-2"FA50A WIDTH I6-2'FA5GIA WIDTH 14'-b"HIP WIDTH UI ` II'-O'PL.HT. d AI.I 4 - - - - - - - - - - - s=ir II'-0'PL.HT. 4� 1 n � ,Q• I ALIGN FAGIAS Z ® I HOUR RATED EXTER M �- - - - - - - - - - - - - =1� BEARING WALL I ( b AI-5 II'-0'PL.HT. U ALI6N FAGIAS ILr N Q L A55EMBLY-5EE DETj Go ® F III-oll PL HT. q'-0'PL.HT. r-oI I- _ — - -- - II'-0"PL.HT. AI-5 I Q/ o .r\Q \ I t� I O U 'L+ ( II'-0"PL.HT. O &0 IL9-0 PL.HT. 12 /:!::::::;;:. �, M III-01PL HT. I I ?i: 12 12 -� ; : 1F ... ...X.. '****'* ****'*' z �l Ir-0•PL.HT. 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XL ROOF RAFTER!GEIL JOIST W °� I (TOP t BOTTOM) � O�23R 10 �� 2'x 12"CEL JOISTS 0 16,OC, 2k 10'ROOF RAFTER ❑ \ NES/�( 0 16.OG JOB NUMBER PLAN VIEW .. 2016023 w 6UTTER5 d LEADERS Q SHEET NUMBER ALL GUTTERS LEADERS SHALL BE BAKED WHITE ALUMINUM ALL UNITS 103 (MODEL Al ) & DUET CLUSTER MIN GAUGE,GUTTERS SHALL BE 5"SEAMLESS,0.6.STYLE W/ALL INSTALL IGE AND WATER 5HIELD PER RELATED 4 REQUIRED AGGE550RIE5. LEADERS 5HALL BE MIN. AREa oP A OTHI DETAIL OF ROOF RAFTERS TO 2 MANUFACTURE'S SPEGIFIGATIONs TO >>>' BUILT ovER ANOTHER z HIGH CEILING JOIST CONNECTION 2"x3",.Orr"6W-,E W/GLIP5 d ANGHOR5. GAULK 4 SEAL ALL MAINTAIN PRODUCT WARRANTY U) " ' p JOINTS. PITCH GUTTERS MIN. I/8"/FT.PROVIDE P.Y.G.RECEPTORS 104 (MODEL Al ) ROOF PLAN.NTS. A- S 8" ABOVE GRADE TO RECEIVE LEADERS(CLOSED GAP DESIGN). W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED