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HomeMy WebLinkAbout47195-Z OF SOUTyolo f 11 C' Wo # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 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 �� �� 'L2 INSPECTOR i� TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Maink ]�-Oad P. O.Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax (631) 765-9502 https://www.southoldtoi nmm.gov FF r Office Use Only Date Received PERMIT NO. S Building Inspector: Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Nov 1 s ' 021 Authorization form(Page 2)shall be completed. ® BUILDING DEPT. .APPLICATION FOR BUILDING'PERMIT• Date: b� � Z TOWN OF SOUTHOLD OWNER(S) OF PROPERTY:, Name: Rimor Development Tax Map#:SCTM#1000- 102.01 - 02- Q L4J Physical Address: L4 h (�� �`A I R3! Phone#: 631-678-2667 Email: teamalia65@gmail.com 1 CJJ Mailing Address: CONTACT PERSON:, Name:Henry Alia Mailing Address: PO Box 908 Cutchogue, NY 11935 Phone#: 631-678-2667 Email: teamalia65@gmail.com DESIGN PROFESSIONAGJNFORMATION: _ 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 CONSTRUCTIOnI. 2New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $300,000.00 Will the lot be re-graded? 2Yes ❑No Will excess fill be removed from premises? ❑Yes 2No '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? { Yes ❑No IF YES, PROVIDE A COPY. on file with buildang depmrtment 2 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 Sectiqf 210.45 of the Newyork State Penal Law. Application Submitted By(print name)' H ry Alia 42Authorized Agent ❑Owner Signature of Applicant: Date: 2-8 hy 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 2tday of 20 Notary PAC SHERRY PIRONE PROPERTY OWNER AUTHORIZaWPUBLIC,STATE 01= NEW YORK g..'ration No. OIPI6388308 (Where the applicant is not the oi vner) Qualified 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 S CONSENT TO INSPECTION el..�v` L' ,the undersigned,do(es)hereby state: Owner(s)Name(s) That the undersigned(is) (are the owner(s)of the pr ises i e T w of Southold,located at which is hown and designated on the Suffolk County Tats Map as District 1000, Section SL,01 Block 01 Lot That the undersigned(has)(have)filed, or cause to be filed,an application in the Southold Town Builditw Inspe tor's Office for the f Mowing•,, 6�.d ✓ V That the undersigned do(es)hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws, ordinances, rules and regulations of the Town of Southold. The undersigned, in consenting to such inspections, do(es)so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws, ordinances,rules or regulations of the Town of Southold. Dated: /0 y ( r n �y (Signature) (Print Name) 1 221.47' LA LA i PROPOSED BUMP OUT FOR PARKING (TYP.) , 34.22' 102 '! A 101 A 100 gg A ^'� A b z R7—X R1-1 4' CONCRETE i MIN. WITH r'a •,., , , sr:: j Vis:< 'SIDEWAL ! WALK (TYP.)XR M N 1Alp ;tr .fib � a'10 ,•.�..:� R7—XL k` '•� �, ^1' n'i4,• +•.�- •:,'. •. �la: 1' ., •'`. :,'a"::YAC-' ),:1, Rr�,6 nh 1 } 21 :t',•'}:' .I.i .:�4:�' . �t. •:� '511. .0^" i;3 .i?:., '.�,\"S":�ili..� 1y+.1nf pi.�',<5�;�yj�;.• - t,. .-fi•?<�''? 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':y`�,:. ::fc{$`• t:”.1, ...rA” 'L'.a' •.;•{'.^tF' ,.R:,>a..,F., -lA� �.5"',' .off .. ...n y! Jti;b.- .i„4..' r� C�X,rf.; .�l>t 1a...�..);..t, .th, li:.`':� ".,:a>, ;_�;.�.:.. ,sf,?.,-S.t•;"; '„'Y':•� ,>: ypp��'k`' - zn: #,�� ,1rr'` sy�u.,n��,�a;,f,n;,,q�i.,�j 1:ru- ;.a:(1•v^'ra<4.a��, �,+Vf :i�t`iF`<"�";1;<i' ,k,. ':i4J•t�?�::s! �fl �) ,l�^�..K,; - `"'a.J;:3:,.,,,t�,•�sv �a'vM1.1 tv, �:����_�Y:, "vN'• ,.<;;:'{r� :. � i ,. ,s• ,F:e <..µ.,w r:t,:ww�.. ,b;,�.Ui:' ;- ;' POPOSED R .�ir`'.1Vri� ii�•'r4 ;;t'-i.S,..,.t,tvt t n�+,;`,:y,.}:t'+'. i�7"s,�'.: ,.v:�. . MOON L; b' 4 rti yr t v^;,::`,+.. ,z:;.�.'-:h,�r�#,i����kn,`�.�`.;{d �''� .,_-•I yak ���-, ., ppnn '"-�";.k•'{.l'��:g�t4-„A!;•y it 5' .,3,2Y. 't:'ki'`:p`j" ;,?t.11i� "r:,k,- b 1 ;t�ft•�• e�i7{[(�'�(}}i(p�17�,;;,?�v3,`i'J:;,l.;,;,y'.'.:-!,;,,.•y;'f�ty3��'r,,=#fin y.�z�;��'Y'�t' ' ,1 p `^r(,�"a•`1"'�< ,;yt��i:j,V�p iib*.'Mi}s Fej,+�4_'C�� `�._ik�::;k:' � I '41C��y\ E� YD 103 A PROPOSED HYDRANT, ROAD TO BE ; I.MI1101' WIDENED TO 26 FT. 6RA+1hi- AT HYDRANT (TYP) FII ANINi EXISTING CHAIN LINK FENCE TO NATURAL BUFFER AREA REMAIN w H ldf'. I �Og�EFO(��'p Town of Southold 3/4/2023 Yv 2y � C* P.O.Box 1179 `n x 53095 Main Rd Woy�4- ��Qu Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43882 Date: 3/4/2023 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 46 Harvest Pointe Ln Unit 100, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-2-44 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/16/2021 pursuant to which Building Permit No. 47195 dated 12/8/2021 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 applied for. Unit 100 The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL RIO-17-0154 10/18/2022 ELECTRICAL CERTIFICATE NO. 47195 2/23/2023 PLUMBERS CERTIFICATION DATED 2/28/2023 AllAuqN Plu ing Contra rs Inc A ized i ature gl1FF0L TOWN OF SOUTHOLD c°ay�t BUILDING DEPARTMENT H x TOWN CLERK'S OFFICE SOUTHOLD, NY r � 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 #: 47195 Date: 12/8/2021 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 SCHD & Planning approvals. (A-1 model) At premises located at: 46 Harvest Pointe Ln Unit 100, Cutchogue SCTM #473889 Sec/Block/Lot# 102.1-2-44 Pursuant to application dated 11/16/2021 and approved by the Building Inspector. To expire on 6/9/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,133.20 CO-NEW DWELLING $50.00 Total: $2,183.20 B ' ding Inspector ho��oF so�ryol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.devlin(-town.southold.ny.us Southold,NY 11971-0959 D�yCOUm'�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Rimor Development LLC Address: 46 Harvest Pointe Ln city:Cutchogue st: NY zip: 11935 Building Permit#: 47195 section: 102.1 Block: 2 Lot: 44 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: MTM License No: 1300ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 58 Ceiling Fixtures 10 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 5 Wall Fixtures 4 Smoke Detectors 2 Main Panel 150 A/C Condenser 1 Single Recpt Recessed Fixtures 51 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan Combo Smoke/CO 4 Transfer Switch UC Lights 12' Dryer Recpt 30A Emergency StrobeHeat Detectors 1 Disconnect 2 Switches 42 4'LED Exit Fixtures Sump Pump Other Equipment: Car Charger Outlet, Fridge, Oven, DW, Micro, Hood, W/D Notes: New Two Story Inspector Signature: Date: February 23, 2023 611 S.Devlin-Cert Electrical Compliance Form of so[rrtid�4: � d Town Hall Annex Telephone(631)765-1802 54375 Main Road CP Fax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959Q Y BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. S (WjJ1+1DC)) Owner: ` 0 zaw _ LL C (Please print Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. p (Plumbers Signature) a Sworn to before me this t ____ day of _, 20 )Q Notary Public,�-Ar -County 1v�w:y i!A1'iiC7Y0'0 GS F1e,J.ia�r7,CJ11=:Ci":583E•. QiAlE iifiai in SLI'uk County Cornriiission a0F SOUL � ---` � --- - --- - ----- -- ------ - - 1 TOWN OF SOUTHOLD BUILDING DEPT. ��y000NIV 631-765-1802 INSPEC T'ON - FOUNDATION 1ST [ ROUGH PLBG. [ ]0�p6l.INDATION 2ND [ ] INSULATION/CAULKING [ ING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE yOYv INSPECTOR Utf" TOWN OF SOUTHOLD BUILDING DEPT. co631-765-1802 INSPECTION IOU NDATION 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 [ ] RENT L REMARKS: 4 VJ4 �/14_Dtej fo VA/ tfiw 4_15� A- [k-1, It, RA(W-u- S NIS DATE l '�/ INSPECTOR SOUTyo� Li-7 j-1 S- f (fes Pal-Kd !` / l - # # TOWN OF SOUTHOLD BUILDING DEPT. �ycourm, 631.765-1802 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: '��`�' . T--�o-w-v DATE INSPECTOR oF SOUryO UACICtv D� # �# O WN T F SOUTHOLD BUILDING DEPT. • �o O oourme�' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] 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: DATE [ o INSPECTOR '. • Ilk Nor ,� _._9►!•mss, 1{ ,).,.:x: -• . ., i .. , . t ! 'ry i f y. F, 4y¢.cra � •. - - 111 - 0.�. Jar +.... ..Y k d � .ip"M `_ *! y�� `.1 i tt ♦ Yui J eY-: _. 11t. � .. ^, \... .,..F� .Y .. 'GYIL�"'`•T+ .'�. � --F``-_l/...�A.� "�5,. .. L= ,. .. " iia_ 6„ q. ti 'S t �\ .. ,. �: c�lR�:�Y. • t' ti 1 ;. d '.:�;a,`ii !�u� rr `�_ � - i �`�; f �'j1i%;�' .i t { ��► _ .1 yy,,j�������!+ /". t lam. �.`�:.• ,� ; f� c i rk i I• Zi'f*p,�,{�t�'�M," d 4 � f `Y '�' « !- � 'rn.� - �cfi1���:y'[(/'/��r°/., �t����; 7�.- �S. 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Y 1, � �� �_.._ � {{�'..Y��t ,{- „�. � 4t-.�`i 4100 3 2 2 "lose t Lill 15 h w � J -- ---i ,�--max.-----_—�� — - _ .ate... _• .q •, n i' xct ♦ i � 's... .•... _ x'., � \ _ per-. r i .i'__ ` .�,.. 6 T aY � # "I wk a 7 2, �•yl � �1 Home Energy Rating Certificate Property HERS - Harvest Pointe Rating Type: Confirmed Certified Energy Rater: Michael Fauci 46 Harvest Pointe Ln Rating Date: 2023-02-23 Rating Number: MC193 Cutchogue, NY 11935 Registry ID: 307978719 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 58 Efficient Home Comparison: 42% Better Heating 60.8 $122 8% General Information I Cooling 1.4 $82 5% Conditioned Area 3757 sq. ft. House Type Single-family detached Hot Water 12.4 $13 1% Conditioned Volume 42016 cubic ft. Foundation Conditioned basement Lights/Appliances 24.2 $1160 77% Bedrooms 3 Photovoltaics 0.0 $0 0% Service Charges $120 8%_ Mechanical Systems Features Total 98.8 $1497 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 99.00 CFM25 2015 IECC UA Compliance Ventilation System Exhaust Only: 163 cfm, 30.0 watts. ECCC New York State 2020 Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under Sealed Attic NA Exposed Floor NA Vaulted Ceiling NA Window T plue: 0.290, SHGC: 0.280 Above Grade Walls R-21.0 Infi Rate 1847 FM50 ( 4 A 50) Foundation Walls R-13.0 Method Blowe door 1,847 CFM @ 50 Pa x 60 Min/Hr= 110,820 / 42,016ft'- .64 ACH @ 50 Pa Q Energy Testing Services Lights and Appliance Features 1648 Locust Ave, Unit E Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Natural gas Bohemia, NY 11716 Interior LED Lighting(%) 100.0 Clothes Dryer Fuel Natural gas 631-244-2627 Refrigerator (kWh/yr) 568 Clothes Dryer CEF 3.49 Fax# Dishwasher(kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 — Certified Energy Rater: REWRate- Residential Energy Analysis and Rating Software v16.3.4 This information does not constitute any warranty of energy costs or savings. ©1985-2022 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Energy Testing Services 2023 Combustion Safety Testing Form Certified Home Address: 46 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: 2023-02-23 Outdoors Temp During Test: 42 °F CAZ Depressurization (NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No W] Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: Heating System Primary: Yes❑✓ No❑ Tvae: Furnace 0 Boiler❑Heat PumpEl Other❑ t z Venting Type 3 Drat S tn'llaee Sin llaee CO. CO 'Ef aciencyFuel Tvne . Circle Type Pascal orst Case (Natural) (Worst Case (Natural) Rating:95.0 N_❑✓ PQ OF—IEO NQN0Mp S_0 N/A Pa. Pass 0 Fail❑ Pass❑✓_Fai10 N/A ppm N/A PPM Yes ❑✓ Tvye: Standard TankaIndirect Tankless ❑ Size: 75.0 Style Common Vent Water Heater Primary: No Instantaneous Commercial See Note 5 below (Gallons ❑ LLl ) ) ' Stand Alone ✓❑ s z Venting Type 3 Drat Sin llaee. Spillage(Natural) CO CO Efficiency Fuel Type (Circle Type), (Pascal) . . (Worse Case) (Worse Case) (Natural) EF: 0.69 ND P❑O[:[E]—] N❑MQS Z✓ N/A Pa. Pass❑✓ Fail❑ Pass✓@Fail N/A PPM N/A PPM LT Oven is Electric or No Oven Exists 1:1 Oven Range Hood Vented to Outside Yes�I✓ No 1:1 Oven CO PPM Ambient CO(During Oven CO Testing) o PPM Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE. If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) s Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial"and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Fauci Rater Number: 8619824 Rater Signature: ���� Date: 2023-02-23 anuaom Compliance Report Job: -�' wrightsoft Manual S Cl p p Date: Oct.21,zozz Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project • • For: Unit 100-46 Harvest Pointe Lane, Cutchogue, NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 83.0°F Sensible gain: 17582 Btuh Entering coil DB: 76.0°F Outdoor design WB: 71.0°F Latent gain: 3500 Btuh Entering coil WB: 63.5°F Indoor design DB: 75.0°F , Total gain: 21082 Btuh Indoor RH: 50% Estimated airflow: 80D 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-Oct-21 16:43:43 ^�►N,k �,,,,�,,,,,,„„�,,,,,, Right-Suite®Universal 2016 18.0.32 RSU20066 Page 1 )rc ...Model Ai MAN JSD\Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W Residential Plans ExaminerReview F• Form RIPER 1 ACCK for ADesign • • Ducts) 15 Mar 09 Arcas�mhg oort,ms dl4reka Header Information Contractor: Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets): Yes ❑ No ❑ Mechanical license: or MJ1AE Form*(and supporting worksheets): Yes ❑ No OEM performance data(heating,cooling,blower): Yes ❑ No F-1 Building plan#: Manual D Friction Rate Worksheet: Yes ❑ No Duct distribution sketch: Yes ❑ No Home address(Street or Lot#,Block,Subdivision):Model Holly A1, Cutchogue, NY 11935 HVAC LOAD CALCULATION4• Design Conditions Buildinq Construction Information Winter Design Conditions Building Outdoor temperature: 10 °F Orientation: Front Door faces West Indoor temperature: 68 of North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 46217 Btuh Number of bedrooms: 3 Conditioned floor area: 3788 ft' Summer Design Conditions Number of occupants: 3 Outdoor temperature: 83 'F Indoor temperature: 75 *F Windows Root Grains difference: 30 gr/Ib @50% RH Eave overhang depth: 1,0 ft Sensible heat gain: 19979 Btuh Internal shade: blinds Latent heat gain: 3977 Btuh Blinds,drapes,etc. Depth Window Total heat gain: 23957 Btuh Number of skylights: 0 EQUIPMENTHVAC • ,• 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 extemal static pressure for design airflow Heating output capacity: 48000 Btuh Total cooling capacity: 0 Btuh Heat pumps-capacity at winter design outdoor conditions Sensible cooling capacity: Q Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh DISTRIBUTIONHVAC DUCT •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. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved for County,Town Municipality orAuthority having jurisdiction use. *Home qualifies for MJ1AE Form based on Abridged Edition Checklist 'Wr19I17t5:Oft, Ri ht-Suite®Universal 2018 18.0.32 RSU20066 Job: • - wrightsoft� Load Short Form Date: Oct.21,2022 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project • • For: Unit 100-46 Harvest Pointe Lane, Cutchogue, NY 11935 Design Information Htg Clg Infiltration Outside db(°F) 10 83 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial) /2 Design TD (°F) 58 8 Pressure/AVF 50 Pa/ 1422 cfm Daily range - M Inside humidity (%) 50 50 Moisture difference(gr/Ib) 44 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16.0 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 12.8 EER, 16 SEER Heating input 52174 Btuh Sensible cooling 16800 Btuh Heating output 48000 Btuh Latent cooling 7200 Btuh Temperature rise 50 °F Total cooling 24000 Btuh Actual air flow 875 cfm Actual air flow 800 cfm Air flow factor 0.021 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.83 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Basement 1743 10447 431 218 20 Breakfast Area 125 3970 1781 83 84 Bed 2 194 3448 1618 72 76 Bath 1 54 474 87 10 4 Kitchen 178 1661 1755 35 83 Living Room 368 5756 2909 120 137 Foyer 135 4074 2655 85 125 Laundry 44 781 609 16 29 WIC 2 42 485 38 10 2 Stair 71 0 0 0 0 WIC 1 32 625 66 13 3 Master Bed 302 4067 1863 85 88 Master Bath 137 1356 894 28 42 Hall 62 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoR° 2022-Oct-21 16:43:43 1. eseia-le.ewnu.ri...,r�pq Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 'I'M...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-Oct-21 16:43:43 Right-Suite®Universal 2018 18.0.32 RSU20066 page 2 AC��...Model Al MAN JSD%Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W 9 - Project Summar Job: wri htsoft 1 y Date: Oct.21,2022 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project • • For: Unit 100-46 Harvest Pointe Lane, Cutchogue, NY 11935 Notes: Design Information Weather: Suffolk Co.Ap, East Quogue(Islip Dd), NY, US Winter Design Conditions Summer Design Conditions Outside db 10 °F Outside db 83 'F Inside db 68 °F Inside db 75 °F Design TD 58 °F Design TD 8 °F Daily range M Relative humidity 50 % Moisture difference 30 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 40897 Btuh Structure 16210 Btuh Ducts 999 Btuh Ducts 776 Btuh Central vent (68 cfm) 4320 Btuh Central vent(68 cfm) 596 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 46217 Btuh Use manufacturer's data n Rate/swing multiplier 0.88 Infiltration Equipment sensible load 15472 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3( artial) /2 Pressure/AVF 50 Pa 1422 cfm Structure 1968 Btuh Ducts 134 Btuh Central vent(68 cfm) 1398 Btuh Heating Cooling Outside air Area(ft') 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. -wrigtatsoft" 2022-Oct-21 16:43:43 �ti .W�.•, ..,,.._.,,._,._., Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 Al.�...Model Al MAN JSD\Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W N r Second Floor Bed 3 81 cim ri- 129 efm 30 cfm Loft 6x16 p Riser Ret Riser 2B cfm x16 10" 6 2 Stair Up Job#: Energy Testing Services LLC Scale: 1 : 106 Performed by Energy Testing Services L... Page 1 1648-A Locust Ave Right-Suite®Universal 2018 Unit 100-46 Harvest Pointe Lane, Bohemia,NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935 2022-Oct-21 16:43:59 ...SD\Rimor Model Al MAN JSD JA.rup N Main Floor Broan Exhaust Fan Model L150 68CFM Energy Star Y m Continuous Use Timer Breakfast Area 01 dm 1\51 cfm �82 cfm �82 m Master Bath Master Bed L99 dm � dm KitchenLiving Room Hall S�f3aer WIC 1 16 cf 34 undry� m WIC 2 R � K 12 SAIh 1 07 cfm Stair Foyer Bed 2 Garage � 49 In Ik91 cfm 8' Job#: Energy Testing Services LLC Scale: 1 : 106 Performed by Energy Testing Services L... Page 2 1648-A Locust Ave Right-Suite®Universal 2018 Unit 100-46 Harvest Pointe Lane, Bohemia,NY 11716 16.0.32 RSU20066 Cutchogue,NY 11935 2022-Oct-21 16:43:59 SD\Rimor Model Al MAN JSD JA.rup N Basement Make up air 68 rFnn Skuttle Model 2161 262 dm 6" 9„ 6„ 14" 6" 6" 8" x 16 10' - - - - - T10" 6, 9„36x1 q0„ 4„ 4„ 5” 4 26" Base ent Riser Ret Riser 10" 4x16 10" 9„ 87 dm 87 cfm U�kVdrn Job#: Energy Testing Services LLC Scale: 1 : 106 Performed by Energy Testing Services L... Page 3 1648-A Locust Ave Right-Suite®Universal 2018 Unit 100-46 Harvest Pointe Lane, Bohemia,NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935 2022-ort-21 16:43:59 ...SD\Rimor Model Al MAN JSD JA.rup Job: -�+ wrightsoftW Duct System Summary Date: Oct.21,2022 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project Information For: Unit 100-46 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 SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln (ft) Trunk Basement h 144 87 8 0 0 Ox 0 MtFx 0 0 Basement-A h 3482 87 8 0.004 8.0 Ox 0 MtFx 23.8 160.0 st2 easement-B h 3482 87 8 0.003 11.6 16x 4 ShMt 48.5 225.0 st2 Bath 1 h 474 12 5 0.006 4.0 Ox 0 MtFx 16.0 95.0 Bath 2 h 1098 28 18 0.002 5.0 Ox 0 MtFx 66.5 400.0 st8 Bed 2 c 1618 86 91 0.006 9.0 Ox 0 MtFx 31.5 95.0 Bed 3 c 1428 66 81 0.001 8.0 Ox 0 MtFx 76.3 400.0 st7 Breakfast Area c 1781 99 101 0.003 9.0 Ox 0 MtFx 16.8 225.0 st2 Foyer c 2655 102 150 0.003 10.0 Ox 0 MtFx 43.8 205.0 st2 Kitchen c 1755 42 99 0.007 9.0 Ox 0 MtFx 2.3 95.0 Laundry c 609 20 34 0.002 5.0 Ox 0 MtFx 48.8 315.0 st2A Living Room c 1455 72 82 0.002 8.0 Ox 0 MtFx 25.8 325.0 st2A Living Room-A c 1455 72 82 0.003 8.0 Ox 0 MtFx 15.5 215.0 st2 Loft c 539 26 30 0.001 5.0 Ox 0 MtFx 68.0 410.0 st7 Master Bath c 894 34 51 0.002 6.0 Ox 0 MtFx 38.3 325.0 st2A Master Bed c 932 51 53 0.002 6.0 Ox 0 MtFx 53.0 295.0 st5A Master Bed-A c 932 51 53 0.002 6.0 Ox 0 MtFx 52.8 300.0 st5 WIC 1 h 625 16 4 0.002 4.0 Ox 0 MtFx 58.8 325.0 st5 WIC 2 h 485 12 2 0.002 4.0 Ox 0 MtFx 56.0 290.0 st5 Bold/italic values have been manually overridden wrilghtsoft® 2022-Oct-21 16:43:43 .wra•r�....w..��.�,..,�•,-„ Right-Suite®Universal 2018 18.0.32 RSU200fi6 Page 1 �i�i 1...Model Ai MAN JSD\Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W DetailSupply Trunk ra 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 - -wrightsoft- 2022-Oct-21 16:43:43 Right-Suite®Universal 2018 18.0.32 RSU20066 Page 2 ACM...Model Al MAN JSD1Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W k GRCM ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 _ ISLANDIA, NY 11749 WWW.GRCHARCHITECT' RE COM (631)864-3395 November 14, 2018 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold NY 11971 Attn. Ms.Amanda Nunemaker Plans Examiner) Re: Harvest Pointe at Cutchogue Dear Ms. Nunemaker, The following two insul tion pro ducts 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 t Rim Joist: Sill Plates Headers and i im Joist (Residential Code Section R316.5.11 Maximum thickness 3 %" (provided±3") Flame spread index 25 dr less and smoke-development index of 450 or less is provided: Provided/Installed Bayseal Closed Cll 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, incWing facing shall have a flame spread index not to exceed 25 with an accompanying smoke. Development index not to exceed 45 Provided/ Installed: "Ec touch FlarnE 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 d;submi e :� D ARC hi Glen Cherve. y IA, LEE AP Principal 02 OF NE`N� zMM MICHANICAI 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 0 (631) 563-1298 • Fax: (631) 563-2954 GRCH ARCHITECTURE PC 3750 EXPRESS (DRIVE SOUTH # SUITE 202 1 a` ISLANDIA, NY 11749 WWW.GRCHARCHITECTURE.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# 100—Permit#47195 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. Resp fully ubmitted, -D ARC �0, C/y�y/T� �� �v 2� G en veny, AIA, LEED AP �A Pring al N �. �'9J• 02361r �O FOF NES GRCH ARCHITECTURE PC . 3750 EXPRESS )DRIVE SOUTH + SUITE 202 L ISLANDIA, NY 11749 VWVW.GRCHARCHITECTURE.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# 100—Permit#47195 Dear Mr. Verity, The rear covered porch as depicted on the submitted architectural plans will be "screened in" as per the Planning Board's approval dated January 18, 2019. espectfully submitted, RED'gRC,s, �OgERT C/yCIA C9 2,C e C erveny,AIA, LEED AP Prin ' al '9 02381 T�OF NE�-1 SCOTT A. RUSSELL ..��Qguf c� MICHAEL M. COLLINS, P.E. i SUPERVISOR ` TOWN ENGINEER TOWN HALL - 53095 MAIN ROAD , r`;y? TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765-1560 {'a }`�• Fax. (631)-765—9015 'r01Y\.SOtJ'rliOl.D'r\1''.us OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Brian Cummings November 9, 2022 Planner Southold Town Planning Department 54375 Main Road Southold, New York 11971 Re: Harvest Pointe— Units 99-102 Chapter 236 Inspection Dear Mr. Cummings: I have inspected Harvest Pointe and determined that the developer has achieved final stabilization for the driveways and front yard areas of units 99-102. The side and rear yard areas have not achieved final stabilization but have been seeded and should be fully stabilized within two weeks. Due to the location of the units, any stormwater runoff from areas that have not yet achieved final stabilization will not migrate off site. Therefore, the Engineering Department has no objection to Certificates of Occupancy being issued for these four (4) units at this time. If you have any questions concerning this review please do not hesitate to contact my office at (631) 765-1560. Sincerely, 44/1'l( 4 Michael M. Collins, P.E.. Town Engineer cc: Michael Verity, Chief Building Inspector OFFICE LOCATION: MAILING ADDRESS: Town Hall AnnexO�SOU P.O.Box 1179 54375 State Route 25 �� rye Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) hO. lO Southold,NY ; Telephone:631 765-1938 www.southoldtowiany.gov • February 21, 2023 PLANNING BOARD OFFICE TOWN OF SOUTHOLD Mr. Henry Alia Rimor Development LLC P.O. Box 908 Cutchogue, NY 11935 Re: Site Plan Inspection, Certificates of Occupancy Units 99 — 102 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 # 99— 102 and the five (5) overall site requirements listed in the February 8, 2023 Planning Board letter have been completed based on the site-inspection made on November 15, 2022 and the materials submitted on February 16, 2023. The overall site, these four (4) units and the supporting infrastructure 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. It is incumbent upon the Harvest Pointe Condominium Owners Association along with their site management company, to maintain the site as approved on the site plans, and as described in the conditions and covenants. These property management requirements include, but are not limited to: a restricted mowing regime to maintain natural native meadow habitats in the open space areas labeled as "Seed Mix C" on Site Plan Pages L-2 & L-3, maintenance of the natural buffers for screening purposed to the neighboring properties, non-mechanized maintenance and mowing restrictions for the natural buffers, and limits to the amount of water than can be used for irrigation. 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. Res u!I , Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer FIELD:INSPECTION: p'(�tT. RAM:. , CO.Ni1ViEN'TS FOUNDATION•(19T): 3 --------------------- - - - --- Q rA .FOUNDA:TION(ZNA.)i'. tolq kj Vii!•,�. y RQUGH.F th MING•8i •PLUIV�B�TNG:• • . . . . � l . hS 0 0, Due. we - T y. INSULATION.PtRN.,-Y. . STATE ENERGY CODE • � � AD.D�TIC?NQL'GCIENTS• � � �� fm- -:eh!c�r �5 16 �Flolnn r . ,,. O ui Z v A o��S�yFlaty��� BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD cm Town Hall Annex - 54375 Main Road - PO Box 1179 ��` Southold, New York 11971-0959 f Telephone (631) 765-1802 - FAX (631) 765-9502 roger.richert(cDtown.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: VA Date: Company Name: Name: License No.: email: eC D, Address: , R.)Q- ;1 � 1 � Phone No.: - - 3 I G-- JOB :JOS SITE INFO`R�f1�fl�A� ION: (All Information Required) Nam e:�,Yir�D9-b.Q`u,""�, OAV-\j a (' b "a u Address: U,430 i)b iD -et Cross Street: I it Phone No.: Bldg.Permit#: email: a L;` Ws I Tax Map District: 1000 Section: . , Block: (� Lot: O BRIEF DESCRIPTION OF WORK (Please Print Clearly) C➢irc�e Ala That Apply, Is job ready for inspection?: YES / NO Rough In Final Do you need a Ternp Certificate?: YES NO Issued On Temp inforrnatl® (All information required) Service Size -: P 3 Ph Size: !.`i d A # Meters�� Old Meter# ew Servi e - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead # Underground LateralsCl 2 H Frame Pole Work done on Service? Y N Additional Information: p UE WITH APPLICATION DEC 2 0 2021 Forrtl.x 82-Request for Inspection s 0 04 BUILDING DEPARTMENT- Electrical Inspector C,, }. TOWN OF SOUTHOLD ra Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631) 765-1802 Temporary Certificate # I_l 56 Date l 0 2022 Customer Name.HAg _dg: Electrician Name .` —Fi�1G Address 6 X00 Phone e-mail a-mail _� YAHOO-_ . re l6 Phone License # Size O A Phase J Overhead Underground # of Meters Remarks # of Underground Laterals 2 New- "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect 01d Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. 1 This verification is valid for 90 days from the date above. Authorized by 'S✓ A S�FFOC�c BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD 02 Town Hall Annex - 54375 Main Road - PO Box 4179 Southold,'New York 11971-0959 , Telephone (631) 765-1802 - FAX (631) 765-9502 roper.richert(&,town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: v :a ^)14 Date: 5. Company Name: -TM if Name: License No.: '�>l M email: IM, e IeC , Address: , f3 iz�- Phone No.: JOB SITE INFORMA ION: (All Information Required) Name:QW'D9_bk`u.."Y 1( fi - C 1 -e Address: ULoRb ivIk -*1U -et Cross Street: G Phone No.: i �- BIdg.Permit#: "1 9 email: Tax Map District: 1000 Section: Block: b 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?: YES NO Issued On 'WJ I- I Temp Informati® (All information required) Service Size (�P 3 Ph Size: 1 C5 A # Meters�_ Old Meter# EEvl� - Fire Reconnect- Flood Reconnect-Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: UE WITHAPPLICATION DEG 2 0 2021' h • f 82-Request for Inspection Forrrl.xfs PERMIT # Address: SwitchesW-44—DJFK' I ` AY1911 Outlets G FI's Surface 1 Sconces HH's N'l UC Lts C �� Fans Fridge HW 1 i Exhaust1 Oven WAD O I Smokes DW I Mini Carbon Micro I Generator Combo Cooktop Transfer AC AH Hood Service Amps Have Used Special: �� Car Comments S. LLi LICE `= ISuffblk Elk MU$T tae InsPe ad By They Dept. Of Heath➢ Services.54,48 Hours In Advance a Inspec$on(s). Y APPROVED IN ACCORDANCE WITH BOARD OF REVIEW DETERMINATION DATED s--b- 17 _ M LU F– z W O SUBJECT TO C0ll'xNA1FS&I{ESER[CT[ONS L1flERz a LLl a PAGE_/3— W 0 �-- af W 0 m � � 3U ENO➢NEEP'S CERTIFICATION pEgli1REC. < > UjSUS MITMOR R.A. CERTIFIc:niiC14 � � C) 0 � = FOR INSe'ALLATiONAs4r;%.ONS < OF Z) o sna v .�l rp �� ,� o FOR Ft�1AL O F— z C 'a ❑ S�'oa County Department of Health&m'Ces 1 � r� f J � �.��h'e' ' t- ;• AppToval for CQnstt action-Other-Dhan Single Family d C6 1Refsrence l�io._Clo.�®�_ Dasi�Flow /oo PROJECT NO.: 00026 Use(s) 12V _e __C!* E3RAUUN BY: KCK _s?la�F ----__.-_ These plans have been reviewed fogy°general coni'ormance with Suffolk County Department of:health Services standards, relating to plater CHECKED BY: TFL supply and sewage disposal. Pegardless of any omissiono, inconsistencies or lack of detail, coa,strnctien is required to be in DATE: accordance with the attached permit conditions and applicable SCALE: AS NOTED standards,unless specifically waived by the Department.This approval FILE NO.: _ expires 3 years from the approval date,unless extended or renewed. ` cADD: 00026 SP Approval Date Reviewer SHEET NO.: P,gV sad Plan Approved _./,o-is -zvzo ftplrea - S - zo z3 1 OF 5 S.C.D.H.S. APPROVAL 4Lj Ibb NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE m I PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE Of NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. U °'• 43.8' W CV 1'S .--. N IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, U) PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY n W O N 1.5 a. 8.3' PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED Z O o7 4.9' J P OFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF � Z II I �a ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE O- O ^ j� ❑W U `,/ ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND N O O ❑ Z J �� YYYY9� �`�'{� , THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH J _O Z W— UIv ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. F- ~O 1.4' O0 O 1 COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED _ Z Q LL Q LU F- 11l SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID TRUE COPY. iv 12.7' W ,= Z LL of I Z w a- �, ❑ O 0(') ( •__+ �_- NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS 0_ - _ : - i +,�1 1'77., !J(""�;,; " "� OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. Q O 3.3' / �j I'-- 1.0' 2 LL O F W j 1 `I i I�� `5.._..- t i•� y i f {I��S @ ZF_ j� ❑ { I I -., �'`- 5 PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE W O Z � `- � I � CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, O p p O y 4 I e SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS OW s- 20.51 N 28.5' N I 0_F Q OTHER THAN VISIBLE PERMANENT STRUCTURES. Q S53° 05'40"W 51.03' >O 4J! A p R - 1 20�� � COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS D (Cl)0 2022 C/3RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, m N 2 Q RECORDING OR BY ANY OTHER MEANS.OR STORED,PROCESSED OR TRANSMITTED IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN w W o 20.5' O I PERMISSION OF THE SURVEYOR. O W cri r I 28.5' ..°<"F'i y",j.!-, r••-;,, -n 1_ ^ - -= - THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL 1— (V U� a MUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FOR ANY OTHER O r._<.,. '�• 'r �- �.3`m,+:1 - O -fx� PURPOSE. Q l�_ *_•ryi.X. w ;n CO Q Z M 3.3' \ M � � 12.7' O 10) O II I —J > rn Z Z O Z Z) 1.4' `V N n _ ❑ Q� 0 LL L6 Z O I r� 4.8' Z I Oa 61.51 LL O 8.4' b)1.5' Ci W cli S53° 05'40"W 55.76' I �O N °n LO 00 CO L-/j I O e— CO PROPOSED CURB "' O I SOF R9E�� S S 81034'23" E _R 67.78' �� .i' O J1 X, O Oc0 ' 'LQ 0'05' 213 QJ� S) `9 °S' o ) OiS� ti I c 6 U) N I 03-15-2021 FOUNDATION LOCATION FOUNDATION AS-CONSTRUCTED FOR 167.99' (ACTUAL) UNITS 99 - 100 S52°55'20"W UNIT DESIGNATION MAP OF R=27.85" ,� HARVEST POINTE CONDOMINIUM 2 L=77.85' „ W FILE NO.:490 FILED September 28,2020 SITUATED AT N ct? o TOWN OF I CUTCHOGUE S 40052'38" E `t ' .� co 0 SOUTHOLD TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK 27.03 S.C.T.M.DISTRICT 1000,SECTION 10201,BLOCK 02.00,LOTS 043.000 6 044.00 552°55'20"w �, 19.24' AL NELSON ; POP E �— - - 7 ♦ engineers•architects•surveyors Z — 70 Maxess Road,Melville,NY 11747. 631.427.5665•nelsonpope.com LL w W INDIVIDUALSURVEYS SCHOOL HOUSE DRAWN BY: NP CADD No.: - LL of 00026 SCALE: CD LANE CHECKED BY: MS FILE NO.: SHEET NO.: 'I OF 'I 1"=30' DATE: 03-18-22 PROJECT NO.: 00026 O SANITARY NOTES: I MANHOLE THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE CONTROL NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, J MODULE PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. O IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, 43.8' PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY p� O O EMH N 1.5' N PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED W z PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF O �°1.5' 7 0' O AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE O U h W 8.3' ST-2 ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND z m O� 4.9'cr O 5 LU n U= I ST-1 b - THE NOTATION"ALTERED BY FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH O Z 0p to O z U o ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. W OLU n LLLIJ M M D_O 0 I I _ COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED - i d Z} — J --.I D- I SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. Q F In LL LL o _M U) W LL C7 1'4' f7 W NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS N 12.7' W .1 N D'_ o"'i 13,9' I W J Ix Z OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. w I STONEIE SE `-' (D I 2ND STY. 0 z PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE ~ I WBDRIVEDER R 1.0' Q 3.3' O O OCH Ul I W O CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS o I I N O OTHER THAN VISIBLE PERMANENT STRUCTURES. S53° 05'40"W 51.03' 28.5' � I W W ,_\ ® W 20.5' cV COPYRIGHT©NELSON&POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS ^^ l C.BOX ip ~ \ RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, ELEC. I I w DA/C z z / DI I RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED a E.BOX pl O METER I a U)�OA/C O a O I\` O IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN M EGRESS WIN. ¢ _ PERMISSION OF THE SURVEYOR. 20.5, -C) WELL,TYP. I LU O THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL co LU I fV 28.5' MUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FOR ANY OTHER O ST DRIVE SE QF Q U) PURPOSE. U) I WBORDER R 1.0' v UG =¢ LO I I 3 3' O \ CO ( 12.7' C--J W zn 2ND STY. I / CV) m w � LU °' �I z0 Il Q OW N Z (O 1.4' 14.0' O� I 2 O Y d DQ ^ F'LL � JJ OOU O m ¢ MH o z~WLLL i200 c O 4.8' Of o I C) Ni N 7 0' O iv 1.5 8.4' L) 1.5' m LUN LI of 43.9' S530 05'40"W 55.76' NDo LO 00 M OF Ne 00 vo If 1. z' ;I�r�lAy1� V/ a �'? X41 y S 81034'23" E ��-;_ �. .� k 67.78' Q I w o��. A N D S� 0. ° I U) ` -_ 03-15-2021 FOUNDATION LOCATION FINAL SURVEY FOR N 06-01-2022 SANITARY AS-BUILT UNITS 99 - 100 167.99' (ACTUAL) 08-24-2022 ADDED CONTROL UNIT DESIGNATION MAP OF MODULES AND ELEC. R=275.00'�� S52055'20"W PANEL HARVEST POINTE CONDOMINIUM 2 L=77.85' 1 W 10-27-2022 FINAL SURVEY FILE NO.:490 FILED SApt®mt�er 28,2020 � T o CUTCHOGUE I TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK rn C6 o LO TOWN O F S.C.T.M.DISTRICT 1000.SECTION 102.01,BLOCK 02.00,LOTS 049.000 a 044.000 S 40052'38" E 27.03' N M O' SOUTHOLD co 0 ` NELSON + POPE S52°55'20"W 19.24' `�' engineers-arch wts-surveyors Y (.D — 70 Maxess Road,Melville,NY 11747. 631.427.5665.nelsonpope.com Z W INDIVIDUALSURVEYS DRAWN BY: NP CADD No.:LL W 00026_1 SCALE: LL SCHOOL'HOUSE CHECKED BY: MS FILE NO.: SHEET NO.: 'I OF 'I I- _ (5 U) LANE DATE: 10-31-22 PROJECT NO.: 00026 —30' NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROMTHESTRUCTURES TO THE Zg PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE I I NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY N (r c ca �) PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED 0 ow j v o PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF LL_ ZOO M X O; 0} LL td �u7 AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE _o N m --I 0 C �1-- ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND 3 I I I O U Q b❑ x � Q,) •, THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH LL f.. p M_LLj z _jix.1 C ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. - Q D:' Z❑ � � � � COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKEDV j r ELECTRIC �$Pm N N II fi j SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. > CONTROL cozPANEL❑ !O ``II � LU I W Z) MODULE �W -"+ a I I, NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS F- W�u L) 'N C7 L-d OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. Q 3 I U O m N I F,- C:'st. (i QQL2D U m • 43.8' s a;,: `^G UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED O C7 J m N 1.5' N - w OR INACTIVE. zS N W grs .� f< .ELECTRICAS OAND GAS EUTI UTILITY LOCATION PROVIDED FROM PSEG DISTRIBCT LOCATION.TYPE OR USE, UTION ON DES GN _ I w 1" WATER M L" W 3 SERVICE 1.5' O I'- A ❑" �� PLAN DATED 7/21/16.LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED lit- Wy,,- 8.3' ST-2 ST D! % Qf f 09 TYPICALLY IN THE SAME TRENCH.ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS Z W-W M 4.9' W Q LL 13 0 THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP. ST-1 p (]- ,i 'Y7�s + CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR 3 I N CJ I U Z t o FURTHER DESIGN. f r- W W D-c'no -M ±ti-"' r PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE 3 I III I_' �-❑ 1.4' F},-N � CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, Z (� G. <r SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS f [D 12 7' W , 0 W OU j J >Q �-- ( OTHER THAN VISIBLE PERMANENT STRUCTURES. W I I (913 STONE BASE 0 1 U) I 61 A t) 3.3' 23' j 6? sF- C A ( COPYRIGHTO NELSON 8 POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS 3 U W!8"PIAVER Q' I N > Z �. RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, z z I F BORDER 1.0' Q 1 Z rn 4"SDR-35 I (� { RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED O O (D L - D_M V PIPE,TYP: "ll- IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN _ LU I ❑ I PERMISSION OF THE SURVEYOR. 3 28.5' ❑ o ® £� O W F E 20.5' N LOM / L.- _ ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT SHOWN CLQ I G G��E GAS ELEC. ¢ Q @ I ; DI O \I C I - ST -„ ALL SANITARY PIPING 4-AND 6"SDR-35,TYPICAL. d O METER m / c e 'i�' m DI METER a �\_,� y'' SOME DRAINAGE INFORMATION PROVIDED BY BUILDER T I I III m o 0.5' o I.._ I c�U STONEVE SE W N ,1 28.5' zoo F-cc,,' �a I L W/8"PAVER 1.0' Q 1 avj"i 0 SEP 2 ` V 3I IIIA BORDER _ Q. 113 ❑� -23' .5"':co ® �� -2 w I cad"❑ C7 I Q U 3.3' 4"SDR-35 zM a 12.7' __j M LL Z � PIPE,TYP. � 0��?. " v I I �ZN Z 1.4vlu:t---'t 3 � 2W' r- ZVmc,))c'i _fry(j.f F'a:7 F III 0 DI O 4.8' N OFaZ 3I m ro 1.5' 8.4' 3: I 1" WATER w SANITARY SYSTEM AS-BUILT TABLE� ^ 1.5' SERVICE 43.9' STRUCTURE NAME I TIE A TIE B IW W W-W- n UNITS#99-100 I I CF E ST-1 44.3' 25.9' ST-2 50.6' 23.9' I � I ;1� LP 76.5' 30.4' CO 10" WATER MAIN 3 w-W-W-W- MILLSTONE LANE r 0 Z � 03-15-2021 FOUNDATION LOCATION _ _ SANITARY AS-CONSTRUCTED FOR II GAS SERVICE ` ( d 06-01-2022 SANITARY AS-BUILT - IG E G E G E E E SUB PAVEMENT �C UNITS 99 - 100 ELEC. SERVICE G -- G - 08-24-2022 ADDED CONTROL UNIT DESIGNATION MAP OF �•OJ MODULES AND ELEC. PANEL HARVEST POINTE CONDOMINIUM 2 LAND S FILE NO.:490 FILED September 28,2020 SITUATED AT CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S.C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 02.00,LOTS 03.000 3 0N.000 NELSON + POPE HEALTH DEPARTMENT REFRENCE N UMBERS&AREA'S if engineers s enchltects-Surveyors UNIT No. HD REF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA 99 R10-17-0153 1,999 S.F. 486 S.F. 2,485 S.F. 70 Maxess Road,Melville,NY 11747. 631.427.5665• nelsonpope.com 100 R10-17-0154 1,999 S.F. 486 S.F. 2,485 S.F. DRAWN BY: NP CADD 00026IS s SCALE: CHECKED BY: MS FILE NO.: SHEET NO.: 'I OF'I DATE: 09-07-2022 PROJECT NO.: 00026 V,=30' APP OVED AS NOTED 2 �,r ELECTRICAL DATE: RIP B.P.# 7 �J �l/-s INSPECTION REQUIRED FEE: a! BY: NOTI BUILDING DEPARTMENT AT 765-1802. 8'AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: TRUSS PLACARDING REQUIRED 1. FOUNDATION - TWO REQUIRED FOR .POURED CONCRETE 2. ROUGH FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST :DONOT'PROCEED WITH BE COMPLETE FOR. C.O. P4 UNG UNTIL SURVEY: ALL CONSTRUCTiOt`! SHALL MEET THE >FOUNDATION LOCATION. REQUIREM ``' HAS:BEEN.APPROVED. ENTS OF THE CODES OF NEW =' - YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OFOCCUPAN(, COMPLY WITH ALL CODES OF SOLDER USED IN WATER NEW YORK STATE & TOWN CODES SUPPLY SYSTEM CANNA- AS REQUIRED AND CONDITIONS OF EXCEED 2/10 OF t% LEA U. L�UTHOLD TOWN PLANNING BOARD OWN TR EES .,PLU1NIBIN: .:: "ALCPLUMBING i�IAS'CE:. .t,,-WA-TER LINES T 'fINGBtFORE COVERING . OCCUPANCY OR Blower door and ductwork USE IS UNLAWFUL testing required. 'VITHOUT CERTIFICr .-. Must provide Manuals D, J and S as per All exterior ligniar�� NYS Energy Code RETAIN STORM WATER RUNOFF installed,replaced®r PURSUANT TO CHAPTER 236 repaired shall conform OF THE TOWN CODE, to Chapter 172 Fire separation of the Town Code required as per NYS Code PLANS ARE IN CONFORMANCE WITH THESE APPLICABLE CODES: TABLE R405.1 `n W Section R316 Foam Plastic ~ R302.12 Draftstopping. In combustible construction where there is usable space both above and below the concealed space of a Properties of Soil Classified According to the Unified Soil Classification System Z C ' 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 LU 1"1 E feet. Draftstopping shall divide the concealed space into approximately equal areas. Where the assembly is enclosed by a materials. UNIFIED SOIL VOLUME 2 2020 EXISTING BUILDING CODE OF NEW YORK STATE SOIL ctASSIFICATION CHANGE floor membrane above and a ceiling membrane below, draftstopping shall be provided in floor-ceiling assemblies under the R316.2 Labeling and identification. Packages and containers of foam plastic insulation and foam plastic insulation components delivered to GRouP SYSTEM SOIL DESCRIPTION DRAINAGE FROST HEAVE pOH the ob site shall bear the label of an a roved a enc showin the manufacturers name, cHARACTERISIIcs POTENTIAL U 2 2020 FIRE CODE OF NEW YORK STATE following circumstances: j pp g y g the product listing, product identification sYMeol EXPANSION O TATE 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, n 2020 MECHANICAL CODE OF NEW YORK S R 302.1.12.1 Materials. Draftstopping material shall be not less than 1/2 inch gypsum board, 3/8 inch wood structural R316.4 Thermal barrier. Unless otherwise allowed in Section R316.5, foam plastic shall be separated from LITTLE OR NO FINES GOOD Low Low Z V _ GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, Z 2020 PLUMBING CODE O F NEW YORK STATE panels. the interior of a building by an approved thermal barrier of not less than M inch gypsum wallboard. LTTLE OR NO FINES coop Low Low O r1 1 20 PROPERTY MAINTEPJANCE CODE OF NEW YORK STATE AND NFPA 70 R316.5.3 Pttias. 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, GOOD Law LOW H- .E..,� 6 i(D v 20 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 re uired b Section R807.1. LrrT1 E OR NO FINES U }, m q Y SP POORLY GRADED SANDS, OR GRAVELLY SANDS, ■� („) > � � 2020 NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE- provided with a 1/2 inch gypsum wallboard membrane, 5/8 inch wood structural panel membrane, or equivalent on the 2. The space is entered only for purposes of repairs or maintenance. LITTLE OR NO FINES coop Low Low w N Qo 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 GRAVELS, GRAVEL SAND SILT MIXTURES MEDIUM LOW � -1--i N N>- I RESIDENTIAL PROVISIONS Exceptions: against ignition using 3/8 inch gypsum board. SM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM LOW CO V N a)�- - 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 0 >` X M SECTION R101 perimeter joist space without the thermal barrier specified in Section R316.4 subject to all of the following: sc CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM Low U Q Lu m GENERAL Section R303 1. The thickness of the foam plastic shall be not more than VY4 inch. ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, _ r 00 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 R101.2 The provisions of the 2020 Residential Code of NYS for One and Two Family Dwellings shall apply to the construction, alteration, R303.1 Habitable rooms. Habitable rooms shall have an aggregate glazing area of not less than 8 percent of the floor area of such 3. The foam plastic shall have a flame spread index of 25 or less and an accompanying smoke developed Index of 450 or less GROUP 2 SLIGHT PLASTICITY movement, enlargement, replacement, repair, equipment, use and occupancy, location, removal and demolition of detached one and rooms. when tested in accordance with ASTM E 84 or UL 723. cL INORGANIC CLAYS N LOW TO MEDIUM PLASTICITY, two family dwellings and townhouses not more than three stories above grade plane in height with a separate means of egress Exceptions: GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM MEDIUM CLAYS TO LOW and their accessory structures not more than three stories above grade plane in height. 1. The glazed areas need not be operable where the opening is not required by Section R310 and a whole-house Section R317 Protection of Wood and Wood-Based Products Against Decay a- R202 Definitions: mechanical ventilation system is installed in accordance with Section M1507. R317 All sills and plates on exterior foundation wall to be pressure preservatively treated in accordance with AWPA U1. R404.1.6 Height above finished grade. Concrete and masonry foundation walls shall extend above the finished grade adjacent to the n: Insulatin material that is continuous across all structural members without thermal bridges other that lazed areas need not be installed in rooms where Exception 1 is satisfied and artificial light is provided that is Foundation wood girders: wood girders seated in exterior foundation walls to have min. 1/2 inch air space all sides or ends foundation at all points a minimum of 4 inches where masonry veneer is used and a minimum of 6 inches elsewhere. " Continuous Insulatso g 2. The g fasteners and service openings. It is installed on the interior or exterior or is integral to any opaque surface of the building 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 stairway. Exterior stairways providing access to a basement from the outdoor grade level shall be provided with an and end use. ection 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 masonry foundations that retain earth and O R301.1.1 Alternative rovisions. As an alternative to the requirements in Section R301.1, the following standards are permitted subject to the accordance with AWPA M4. enclose habitable or usable spaces located below grade. Drainage tiles, gravel or crushed stone drains, perforated pipe a. P ADW other a roved s stems or materials shall be installed at or below the to of footin or below the bo tom f e lab and limitations of this code and the limitations therein. Where engineered design is used in conjunction with these standards, the Section R305 R317.3 Fasteners and connectors in contact with preservative treated and fire retardant treated wood. Fasteners, including nuts and PP Y P g t o th s UG (� ((� 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. � L� v ITON - " ' athrooms 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 required where the foundation is installed on well drained ground or sand gravel 1. AWC Wood Frame Construction Manual (WFCM). (2015 EDI ) R305.1 Minimum height. Minimum ceiling heights of 7-0 In habitable rooms. Minimum ceilin hei hts of 6' 8 In b R301.1.3 Engineered design. Where a building otherwise conventional construction contains structural elements exceeding the limits of Section rooms & laundry rooms. 9 g shall be in accordance with the material requirements of ASTM F 1667. mixture with soils according to the unified Soil Classification System, Group I Soils, as detailed in Table R405.1. �Q� Za R301 or otherwise not conforming to this code, these elements shall be designed in accordance with accepted engineering practice. Exceptions: Z ed ons demonstrate com liance of nonconventional elements with other applicable provisions and sha I 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 O BUILDIlv13,DEPT. The extent of such design ne y P 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 ' I with the erformance of the conventional framed system. Engineered design in accordance with the International q PP and placed in a position that is visible from the street or road fronting the property. Address identification characters shall R406.1 Concrete and masonry foundation dampproofing. Except where required to be waterproofed, foundation walls that retain U TOWi�OF SOUTHOLD Bu ding C d e p of not less than 30 inches by 30 inches at the showerhead. Code is ermitted for buildin s and structures, and parts thereof, included in the scope of this code. contrast with their background. Address numbers shall be Arabic numbers or alphabetical letters. Numbers shall not be spelled earth and enclose interior spaces and floors below grade shall be dampproofed from the higher of (a) the top of the � Building p 9 with the wind rovisions of this code usin 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 in height with a stroke with of not less than 0.5 inch. Where required by R301.2.1 Wind design criteria. Buildings land portions thereof shall be constructed in accordance P 9 6 feet 4 inches of the finished floor. footing or (b) 6 inches below the top of the basement floor to the finished grade using a bituminous coating. O the ultimate design wind speed in Table R301.2(2) as determined from Figure R301.2(5)B. ins R308.4.1 throw h R308.4.7 shall be considered to be s ecific the fire code official, address identification shall be provided in additional approved locations to facilitate emergency response. Ln of the lar a missile R308.4 Hazardous locations. The locations specified in Sect o g P Where access is by means of a private road and the building address cannot be viewed from the public way, a monument, pole F_ R301.2.1.2 Protection of openings: Window glazing in windborne debris regions shall be protected to meet the requirements g or other sin or means shall be used to identif the structure. Address identification shall be maintained. R406.3.3 Porous Fill. The space between the excavation and the foundation wall shall be backfilled with porous fill up to a height of 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. g y 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 backfill) heioght and covered with strips of 30 pound asphalt paper or 6 MIL polyethylene to permit water ANSI DASMA 115. see a e while avoidin infiltration of fine soils. The remainder of excavated area shall be backfilled with the same t e of Z � 0 / hon 7 16" and s an not more than 8'-0" shall be permitted for hazardous location where the bottom exposed edge of the glazing is fess than 60 inches above the floor. Section R321 Elevators and Platform Lifts P g g YP Exception: Wood structural panels with a thickness of not less t / p 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. ❑ opening protection. Panels shall be precut and attached to the framing surrounding the opening. Panels shall be predrilled and R 321.1 Elevators. Where provided, passenger elevators, limited use and limited application elevators or private residence elevators shall � T � 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 B44. R408.1 Ventilation. Crawl space vents: Provide 1 s.f. of venting per 150 s.f. of floor area unless ground surface is covered by a W inches of the hinge side of an in swinging door. Re 321.2 Platform Lifts. Where rovided, latform lifts shall com I with ASME A18.1. TABLE R301.2(1) R308.4.6 Glazing adjacent to stairs and ramps. Glazing where the bottom exposed edge of the glazing is less than 36 inches above P P PY 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 GIEOGRAPHICAL 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 R408.4 Crawl space access panel to be min. 18" by 24". Openings through perimeter wall shall be not Fess than 16" by 24". GROUND Wind Design SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER Air Mean R 322.1 General. Buildings and structures constructed in whole or in part in flood hazard areas, including A or V Zones and Coastal A FLOOD Annual E xce tions: SNOW SPEED To o ra hical S ecial Wind DESIGN FROST LINE DESIGN REQUIRED NT Freezing P " Zones, as established in Table R301.2(1), and substantial improvement and repair of substantial damage of buildings and P g P p TERMfTE DECAY HAZARDS Index Tem d'acent to walkin 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. �� LOAD (mph) Effects Wind bourne CATEGORY WEATHERING DEPTH TEMP REQUIRED P 1. Glazing a I g 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. Flreblocking 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 N R502.4 Joists under bearing partitions: Provide 2x full depth blocking ® 48 o.c. max. where beam is not located under wall to zone most restrictive flood hazard area. Buildings and structures located in whole or in part in identified floodways shall be designed pip g A �+ Section R310 Emergency Escape and Rescue Openings and.constructed in accordance with ASCE 24. allow for I in or vents. w r' T � 0 140 NO (e) SEVERE 36" MODERATE SLIGHT TO gr Yes X 1500 R502.6 The ends of each joist, beam or girder shall have not less than 1 1/2 inches of bearing on wood or metal and not less w �••I•� 2 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. iheJowest floor shall be the lowest floor of the lowest enclosed area, including basement, and excluding any W ONE EMERGENCY ESCAPE AND RESCUE OPENING PER SECTION R310. (Egress window & window well) unfinished flood-resista_n `��clo�sure 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 U R310.1 Emer en esca a and rescue opening required. Basement shall have not less than one operable emergency escape and enclosure is not built so as t�rlrnder the building or structure in violation of this section. strip and shall be nailed to adjacent stud. 0 R301.2.1.4 Exposure category. g P 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 m 1. Exposure B. Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the rescue opening. r / r a. Emer enc and esca a rescue o enin s shall have a net clear opening of not less than 5.7 square conditioning; p►umbing appliances and plumbing fixtures; duct systems; and other service equipment shall be located at or above band or rim joist. v J size of single family dwellings ar larger. Exposure B shall be assumed unless the site meets the definition of another exposure. R310.2.1 Minimum opening a e 9 Y P P 9 et clear width shall be not less than 20 the elevation required in Section R322.2 or R322.3. R502.8.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural ❑ 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 then W O 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 vided as the emer enc esca a and rescue o enin , 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 manufacturers recommendations or as shown on these drawings. x osure D. Flat unobstructed areas ex osed to wind flowin over open water for a distance of not less tan 5000 feet. R310.2.2 Window sill height. Where a window is pro 9 Y P P 9 R322.3 rovided that the are desi ned and installed to revent water from entering or accumulating within the components and R502.11.1 Wood Truss Desi n. Wood trusses shall be designed in accordance with approved engineering practice & be prepared by a 3 E p P g 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 9 P 9 Exposure D extends downwind 600 feet from the unobstructed area. accordance with Section R310.2.3. to resist hydrostatic and hydrodynamic loads and stresses, including the effects of buoyancy, during the occurrence of flooding to registered truss design professional where required by the statues of the jurisdiction in which the project is to be 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. U R301.3 Story Height. The wind provisions of this code shall apply to buildings with story heights not exceeding 11 feet 7 inches and the elevation rovided that the conform to the rovisions of the electrical art of this code for wet locations. lateral) unsu orted bearin 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 Y PP 9 fully opened. R 322.1.7 Protection of water supply and sanitary sewage systems. New and replacement water supply systems shall be designed to U ��11 exceed these limits as ermitted by Chapter 6 provisions, provided that story heights are not exceeded. An engineered design minimize or eliminate infiltration of flood waters into the system in accordance with the plumbing provisions of this code. Section Inc Concrete Floors (On Ground) l=_ P R310.2.3.1 Ladder and steps. Window wells with a vertical depth greater than 44 inches shall be equipped with a permanently affixed limits of Cha ter 6 are exceeded. Where the sto hei ht limits - i a materials. Buildin materials and installation methods used for floorin and interior and exterior walls and wall R506.1 Concrete slab on grades to be min 3-1/2 inches thick. Q shall be provided for the wall h wall framing members where the P ry g e s usable with the window in the full o en position. Ladders or rungs shall have an inside width of not less R 322.1.8 Flood res st nt g 9 ol this section are exceeded, the design of the building, or the noncompliant portions thereof, t o resist wind loads shall be in ladder or st p Y P R506.2.2 Base. A 4 inch thick base course consisting of clean graded sand, gravel, crushed stone, crushied concrete or crushed F- � than 12 inches, shall project not less than 3 inches from the wall and shall be spaced not more than 18 inches on center coverings below the elevation required in Section R322.2 or R322.3 shall be flood damage-resistant ma erials a con arm o e blast-furnace slag passing a 2-inch sieve shall be placed on the prepared subgrade where the ;slab is below grade. U accordance with the Building Cc de. vertical) for the full hei ht of the window well. provisions of FEMA TS-2. y g Exception: Abase course is not required where the concrete slab is installed on well-drained or sand-gravel mixture soils Z `./ R310.2.3.2 Drainage. Window wells shall be designed for proper drainage by connecting to the building's foundation drainage system R 322.2.2 Enclosed area below design flood elevation. Enclosed areas, including crawl spaces, that are below the R302.2 Townhouses. Common walls separating townhouses shall be assigned a fire-resistance rating in accordance with Section R302.2, classified as Group I according to the United Soil Classification System in accordance with Table R405.1. re uired b Section R405.1 orb an a roved alternative method. design flood elevation shall: LLI Item 1 or 2. The common wall shared b two townhouses shall be constructed without plumbing or mechanical equipment, ducts q y Y PP _ _ y rains e s stem for window wells is not re uired where the foundation is on well drained soil or sand gravel 1. Be used solely for parking of vehicles, building access or storage. R506.2.3 Vapor retarder. A 6-mil (0.006 inch polyethylene or approved vapor retarder with Loin s appe not less than Inc es � Il. The wall shall be rated for fire ex osure from both sides and shall extend to and be Exception: A d g y q shall be placed between the concrete floor slab and the base course or the prepared subgrade where no base course Z) ti vents n the cavity of the common wa P e w'th Cha ters mixture soils in accordance with the United Soil Classification System, Group I soils, as detailed in Table R405.1. 2. Be provided with flood openings that meet the following criteria and are installed in accordance with Section R322.2.2.1: exists. The vapor retu� .er is not required for Garages, utility buildings and other unheated accessory structures. (..) tight against exterior walls and the underside of the roof sheathing. Electrical installations shall be in accordanc I p 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. g 0 Section R602 Wood Wall Framin kler s stens in accordance with Section P2904 is rovided, the common wall shall be not less than a 1-hour R311.7. Width. Stairwa s 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: 1. Where a fire spun y P 1 y R602.3 Design and construction. Components of exterior walls shall be fastened in accordance with Tables R602.3(1) through fire-resistance-rated wall assembly tested in accordance with ASTM E 119 or UL 263. the required headroom height. The clear width of the stairway at and below the handrail height, including treads and landings, 1. There shall be not less than two openings on different sides of each enclosed area; if o building has more than one enclosed R602.3(4). Wall sheathing shall be fastened directly to framing members and shall confirm to the requirements of Table 2. Where a fire sprinkler system in accordance with Section P2904 is not provided, the common wall shall be not less than a shall be not less than 31 'X 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(3). - 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 R311.7.2 Headroom. The headroom in stairways shall be not less than 6 feet 8 inches. finished exterior grade immediately under each opening. TABLE R302.1(1) 3. 0 enin s shall be ermitted to be installed in doors and windows; doors and windows without installed o enin s do not meet 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. the requirements of this section. P 9 TABLE R602.3(l) FASTENING SCHEDULE MINIMUM MINIMUM FIRE R311.7.5.1 Risers. The riser height shall be not more than 8 1/4 per supplement. EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE R311.7.5.2 Treads. The tread depth shall be not less than 9 inches per supplement. R 322.3 Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. DISCRIPTION NI (a,b,c,d) Il'�E FIRE-RESISTANCE RATED t 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 )4 inches shall be provided on stairways with solid the lowest horizontal structural members supporting the lowest floor, with exception of piling, pile caps, columns, grade beams and 1. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE THREE 8D COMMON. TOE NAIL NOT FIRE-RESISTANCE RATED o HouRs z5 feet risers. 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 TOP PLATE THREE 8D COMMON. TOE NAIL � M o 17 M 7 PROJECTIONS FIRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE >_2 feet to <5 feet R311.7.8 Handrails shall be provided on not less than one side of each flight of stairs with four or more risers. 2. Basement floors that are below grade on all sides are prohibited.R 322.3.3Foundations. Buildings and structures erected in ¢ cy �! r` N cw 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 ❑ N M �i 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 tum. R 325.2 Mezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feet. Habitable attics shall 5. COLLAR TIE TO RAFTERS THREE 10D EACH FACE NAIL FIRE-RESISTANCE RATED 1 HOUR 0 feet R311.7.10.1 Spiral Stairways. Spiral stairways are permitted provided that the clear with at and below the handrail is not less than 26 comply with section R325.6 WALLS 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 6. RAFTER F ROOF TRUSS TO PLATE THREE 10D COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL RIOT FIRE-RESISTANCE RATED 0 HOURS 3 feet the walkline. All treads shall be identical, and the rise shall not be more than 9� 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 RA R RIDG , VALLEY 0 HIP THREE IOD COMMON. TOE NAIL R302.2.3 Continuity. The fire-resistance•-rated wall or assemblly separating townhouses shall be continuous from the foundation to the feet 6 inches. area of the room in which the mezzanine is located. RAFlERS TWO 16D COMMON. END NAIL underside of the roof sheathing, deck or slab. The fire-resistance rating shall extend the full length of the wall or assembly, R 311.8 Ramps. R 325.4 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) 16D COMMON AT 24"O.C. FACE 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 9, STUD TO STUD (AT BRACED WALL PANEL) 16D COMMON AT 16"O.C. FACE NAIL z z Z z Z Z 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. 0 0 0 0 0 0 1. The parapet shall extend not less than 30 inches above the roof surfaces. horizontal (12.5 percent). Exception: Where it is technically infeasible to comply because of site constraints, ramps shall Exceptions: 10. BUILT UP HEADER, TWO PIECES 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL cn cn cn <n cn cn Exce tion: A aro et is not re uired in the recedin 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 SD COMMON." TOE NAIL W W W W W X P P P q P 9 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 NAfL 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 13. DOUBLE TOP PLATES SPLICE 8-16D COMMON FACE NAIL � 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. ON EACH SIDE OF END JOINT (24'MIN LAP SPIN C) attached to the sides of the roof framin members, for a distance of not less than 4 feet on each side of the wall or walls and N 9 the finished floor and greater than 72 inches above the finished grade or the other surface below on the exterior of the 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 FJ�1i SIDE OF END JOINI) "' any openings or penetrations in the roof are not within 4 feet of the common walls. buildin , the o erable window shall com I with one of the followin : �` iff nt elevations and the hi her roof is 9 P P Y 9 clayey sand, silty gravel or clayey gravel with a presumptive design load bearing value of 2,000 PSF. Do not place footings N 3. A parapet is not required where roof surfaces adjacent to the wall or walls are at d ere 9 1. Operable windows with opening that will not allow a 4 inch diameter sphere to pass through the opening where the on soil that consists primarily of clay or silt or have any inorganic material or fill. 14. BOTTOM PLATE TO JOIST OR BLOCKING (NOT AT BWP) 2-1 D T 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 opening is in its largest opened position. TABLE R402.2 Concrete: A 28 day minimum compressive strength (f'c) is required at the following locations: deck shall have not less than a 1-hour fire-resistance rating. The wall shall be rated for exposure from both sides. 15. BOTTOM PLATE TO JOIST OR BLOCKING AT BWP 2-16D AT 16 O.C. FACE NAIL R302.2.6 Structural independence. Each individual townhouse shall ti structurally independent. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. 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 Exce tions: 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. 3. Porch slabs, steps, and garage slabs: 4000 psi plus 5 to 7% air entrainment FOUR 8D COMMON. TOE NAIL P R312.2.2 Window opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening N Z W 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 � C) R302.3 Two-fame) 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 22• RIM JOIST OR BLOCKING TO SILL OR TOP PLATE 8D COMMON ® 6"0/C TOE NAIL p O m Y not less than a 1-hour fire-resistance rating where tested in accordance with ASTM E 119 or UL 263 or section 703.3 of the Section R313 Automatic Fire Sprinkler Systems with stud bearing walls, isolated plain concrete footings supporting columns or pedestals are permit e . . l R 403.1.6 Foundation Anchorage: Wood sole plates at exterior walls on slabs and all wood foundation wall sill plates shall be anchored 27. BUILT UP GIRDERS AND BEAMS 2X LUMBER 20D COMMON AT 32"O.C. T&B STAGGERED FACE NNL AT EACH LAYER W ❑ Building Code. Fire-resistance-rated floor/ceiling and wall assemblies shall extend to and be tight against the exterior wall, and wa 1 R313.1 Townhouse automatic fire sprinkler systems. Townhouses having a height of three stories above grade plane shall be assemblies sha)► extend from the foundation to the underside of the roof sheathing. equipment throughout with an automatic sprinkler system. with X 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 0 sii concrete and located in the middle third of the width of the plate. A nut and washer shall be tightened on each anchor bolt. 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6" o/c at edges and 0 = q Exceptions: R313.1.1 Design and installation. Automatic residential fire sprinkler systems for townhouses shall be designed and installed in N N 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 e i minimum of two bolts per plate section and located not more than 12 or less than 3.5 from the end of ROOF, AND WALL SHEATHING TO FRAMING 8D COMMON (ROOF) 12"o/c at interior v ❑ in accordance with NFPA 13. R313.2 One and two family dwellings automatic fire systems. One and two family dwellings having a height of three stories above each plate section. Plates shall be protected against decay and termites. 8D COMMON (SUBFLOOR) supports (see note f) 0 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. hall have an a ual or renter fire-resistance rutin II ion. Automatic residential fire s rinkler s stems shall be desi ned 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 frarmi�g and sheathing W z construction of such assemblies s q g 9 R313.2.1 Design and insta at P Y 9 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), Q self-closing device. Doors front garage into habitable space: 45 min. fire rated with self - closing device or automatic - closing 90 ksi for shank diameters larger than 0.142" but not larger than 0.177", and 100 ksi for shank diameters of 0.142" or less. W a MAXIMUM UNSUPPORTED d. 4-foot-by-8 foot or 4 foot by 9 foot panels shall be applied vertically ❑ w device. Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of HEIGHT of BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT f. Intermediate supports shall be spaced 6 inches on center for a minimum of 48 inch distance from ridges, eaves and gable end 0 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 WALL (FEED walls and 4 inches on center to gable end wall framing. � � constructed of a minimum No. 26 gage sheet steel or other approved material and shall not have openings into the garage. shall be permitted to be located such that their deflectors are within 1 inch to 6 inches below the structural 58 ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY W U 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 _ with Section R302.5. Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 constructed of open wood joist construction. ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY R602.3(5) 2x4 wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of one floor plus � m shall not apply to garage wallas that are perpendicular to the adjacent dwelling unit wall. >8 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 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 areas. Garage ceiling: 5/8 type X gypsum board R314.1 General. Smoke alarms shall com I with NFPA 72 and Section R314. where the ultimate design wind speed is less than or equal to 130 mph, 2X6 #2 grade studs supporting a roof load with Z g 9 0 read & Smoke Densit Index. R309.2.1: Wall & ceilin finishes shall have a flame spread classification of not greater than P cordance 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 tributary length shall have a maximum wall height of 18 feet when spiaced at 16 inches on (D ❑ ❑ R302.9 Flame Sp Y 9 R314.1.1 Listings. Smoke alarms shall be listed in ac 200. R30.9.2: Wall & Ceiling finishes shall have a smoke developed index of not greater than 450. Tested in accordance with ASTM be listed in accordance with UL 2034. center and 20 feet where spaced at 12 inches on center. ........................................................ MINIMUM VERTICAL REINFORCEMENT BAR R602.3.2 Top plate. Wood stud walls shall be capped with a double top plate installed to provide overlapping at corners and W E84 or UL 723. R314.3 Location. Smoke alarms shall be installed in the following locations. SIZE AND SPACING (INCHES) p intersections with bearing partitions. End joints in top plates shall be offset not less than 24 iinches. Joints in plates RED R302.11 Fire blocking shall be provided in wood-framed construction in the following locations: 1. In each sleeping room. MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE OF need not occur over studs. Plates shall be not less than 2 inches nominal thickness and have ,a width not less than the U_ \,'C ogSRr,y, 1. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs, as WALL HEIGHT &4CKFlLL HEIGHT 45 PSF PER FOOT OF DEPTH width of the Studs. I- . 0 F � follows: 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. n R� 0 (��) (�� Do not backfill with any soil containing silt or clay. F 1.1 Vertically at the ceiling and floor levels. 4. Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally from the door or opening of a bathroom that 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 & c _ 1- 1.2 Horizontally at intervals not exceeding 10 feet. contains a bathtub or shower. a 10 t2 bored hole limitations for exterior walls and bearing walls, figure R602.6(2) Notching and bored hole limitations for interior W : * a" ; * R314.3.1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent non bearin walls & fi ure R602.6.1 to late framin to accommodate i in 16 a e and 1.5 inch wide metal tie = : I " =-,r li 2. At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. g 9 P P g P P g 9 g lacement of a smoke alarm in a location re uired b Section R314.3. 8 7 NR NR NR fastened across and to the plate at each side of the notch with 8-10d nails each side. Follow manufacturers U 3. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with P q y Section R302.7. 1. Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) horizontally from a permanently installed s e 5 m 4t NR NR specifications for engineered products. (figure R602.6.1) U N rn,.. R'-" Q� 4. At openings around vents, pipes, ducts, cables and wires at ceiling and floor level, with an approved material to resist the free cooking appliance. 10 a s m 4t 5 ® z2 NR �2381� O T y 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 ❑ : OF NE`N 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 %" clear from inside face of walls. The center of bars shall not vary from this by more than �¢ inch. """" "' " """"""' ' " "' ' ' '""' '" 6. Fire blocking of cornices of a two-family dwelling is required at the line of dwelling unit separation. cooking appliance. JO MBER 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 followin materials. in accordance with Section R314.3, the alarm devices shall be connected in such a manner that the actuation of one alarm 0 1 6 0 2 3 9 will activate all of the alarms in the individual dwelling unit. T T /� 1. Two-inch nominal lumber. U IIT S g g I�/I O D EL A 2. Two thicknesses of 1" nominal lumber with broken lap joints. Section R315 Carbon Monoxide Alarms 1 L 1LJ W U SHEET NUMBER 3. One thickness of 23/32 inch wood structural panels with joints backed by 23/32 inch wood structural panels. R315.1 General. Carbon monoxide alarms shall be provided in accordance with section 915 of the Fire Code of NYS. Q 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. T A 1 5. One half inch gypsum board. 1 O o MODEL 1 1 1 6. One quarter inch cement based millboard. Z 7. Batts or blankets of mineral wool or glass fiber or other approved materials installed in such a manner as to be securely W fn W retained in place. COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED TABLE R602.3(3) TRUSS IDENTIFICATION SIGN U) W Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) Z N1101.11.1 (R303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crawlspace walls and P2607.2 Pipes penetrating exterior walls. Where a pipe penetrates an exterior wall, waterproof seal shall be made on the exterior of the PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS W cr1, MINIMUM NAIL PANEL NAIL ULTIMATE DESIGN the perimeter of slab-on-grade floors shall have rigid, opaque and weather-resistant protective covering to prevent the degradation wall by one of the following methods: TYPE CONSTRUCTION, PRE-ENGINEERED WOOD � E WIND SPEED V ult 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 SPACING (mph) P P g P 2. A flashing of on approved elastomeric material. 6" DIA. U m MINIMUM MINIMUM MAXIMUM WALL than 6 inches (153 mm) below grade. 9 PP -- WOOD NOMINAL PANEL STUD SPACING WIND EXPOSURE N1101.14 (R401.3) Certificate (Mandatory). A permanent certificate shall be completed by the builder or other approved party and posted on P2801.6 Required pan. Where a storage tank-type water heater or a hot water storage tank is installed in a location where water leakage REFLECTIVE RED O �� V 6 SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) from the tank will cause damage, the tank shall be installed in a an constructed of one of the following: PANTONE (PMS) 16 #187 (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. 9 P 9 Z V - RATING (INCHES O.C.) (INCHES O.C.) TABLE N 1102.1.2 (R402.1.2) 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. NZ n ) r 2 B C D 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. V �✓✓ Insulation and fenestration Requirements by Component _ � 8d 1.75 24/16 7/16 16 6 12 170 140 135 3. Other approved materials. H �J r . COMMON CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL A plastic an installed beneath a as-fired water heater shall be constructed of material having a flames read index of 25 or z EFLECTIVE � e N •S o `- ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE P P 9 9 P R602.3.5 Braced wall panel uplift load path. Braced wall panels located at exterior walls that support roof rafters or trusses U-FACTOR SHGC R-VALUE R-VALUE R-VALUE DEPTH WALL less and a smoke developed index of 450 or less when tested in accordance with ASTM E84 or UL723. g RWHITE . -' car (including stories below top story) shall have the wall sheathing and fasteners designed to resist combined uplift and shear >- R VALUE • C_ -- rn mZ - 1. forces in accordance with accepted engineering practice. 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 1/4" Z L 0-0.6 M 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" Q For rafters at 16"o/c in 130mph wind speed. Roof pitch > 5/12 Exposure B N1102.2.2 (R402.2.2) Ceilings without attic spaces. Where section N1102.2 would require insulation levels above R-30 and the design of the TRUSS IDENTIFICATION SIGN STROKE U Lo -o `-° v Section T102 General Definitions COMPLIANCE WITH 19 NYCRR 1264 U M m CO Span (ft) 12 18 a^.4 28 32 36 42 48 roof/ceiling assembly does not allow sufficient space for the required insulation, the minimum required R-value for such ❑ 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 fy_ co UP # without compression. The reduction of insulation from the requirements of Section N1102.1.2 shall be limited to 500 sf (46 ms) or solar DIAMETER,WITH A STROKE WIDTH OF 1/2'.THE SON BACKGROUND SHALL BE RDUCTIVE WHITE IN Increase x1.09 for pitch < 5/12. Increase x 1.5 for 24"o/c spacing. Increase x 1.32 for 140 mph. 20 percent of the total insulated ceiling area, whichever is less. co R702.3.5.1 Screw fastening. Screws for attachingsum board and sum ane) products to wood framing shall be Type W or Type S in photovoltaic or solar thermal system. COLOR.THE CIRCLE AND CONTENTS SHALL BE RF}1EC11VE RED IN COLOR,CONFORMING TO PANIDNE (� gyp gyp P P 9 yp yp 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)1187. P4 a 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 AFTIXED 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 m2) exclusive of TO THE EXTERIOR OF THE RESIDENTIAL STRUCTURE: PRONDED,HOWEVER,THAT. IS AFTIXING THE SIGN OR UTILITY materials listed in Table R702.4.2, and installed in accordance with the manufacturer's recommendations. N1102.2.8 R402.2.8 Floors. Floor framing-cavity cavit insulation shall be installed to maintain ermanent 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 D THE ELECTRIC 80X, SI N THE SYMBOL( ) g- y p mandatory q Y P 9 Y 9 ( ) PROVIDING ELECTRICAL SERNCE 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) M BE AFFIXED TO THE ELECTRICAL BOX,THE SIGN OR SYMBOL SHALL BE AMXED 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 Z 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 M THE ISSUANCE OF A 01IRCATE O 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. OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE 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: C) 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 Z) 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. Of construction documents. NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. U) TABLE R703.8.1 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 Z Allowable Spans for steel lintels supporting masonry veneer Air Barrier and Insulation Installation circuit breaker for future solar electric installation and shall be labeled "For Future Solar Electric". The reserved space shall be 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: O SIZE OF STEEL ANGLE NO STORY ONE STORY TWO STORIES positioned at the opposite (load) end from the input feeder location or main circuit location. D (EQUATION 16-8) U a,c (inches) ABOVE ABOVE ABOVE GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. D + L (EQUATION 16-9) O UxW/4 e'-o' 4'-6' 3'-0' THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. E 3901.7 Outdoor outlets. A water proof outlet is required for any size, deck, porch, or balcony that is accessible from inside dwelling unit. D + S (EQUATION 16-10) BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. LI L400/4 s'-o" 5'-0' 4'-6' At least one installed at the front and back of dwelling units. D + .6W (EQUATION 16-12) CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY E 3901.9 Garage Outlets. Garage receptacle, outlets must be serviced by a separate branch circuit that does not supply other outlets. At D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) O m 1_50.54/16 to'-o" e'-o" e'-0" GAPS IN THE AIR BARRIER SEALED. least one receptacle outlet is required for each car space in a garage. L6x3.5x1/4 t4'-o' 9'-s" �'-o' ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL P q P g g ' D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE Z � I�" BE SEALED. E 3902.14 Location of GFCI outlets. All GFCI outlets must be placed in readily accessible locations. WITH CHAPTER 26 TO 30 OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE ❑ a. Lon le of the angle shall be laced in a vertical position. WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. CATEGORY B. Long g g P P THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. r T 1 C. Minimum bearing to be 6". KNEE WALLS SHALL BE SEALED. DESIGN LOADS: TABLE R301.7 ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: R703.12 Adhered masonry veneer installation. Adhered masonry veneer shall comply with the requirements of Section R703.7.3. WINDOWS. SKYLIGHTS AND THE SPACE BETWEEN WINDOW/ DOOR JAMBS AND FRAMING, AND SKYUGHTS AND FRAMING SHALL BE THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR 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 L R703.12.1 Clearances. On exterior stud walls, adhered masonry veneer shall be installed: DOORS SEALED. THE FOLLOWING LIVE LOADS: ALLOWABLE ASCE? 10 , TCDL = 15 PSF, BCLL=10PSF, AND BCDL = 10 PSF, PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED '�/y' 1. Minimum of 4 inches (102 mm) above the earth RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER ROOF: STRUCTURAL MEMBER DEFLECTION ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. R703.1galvanized or FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED 2.2 Flashing at foundation. A corrosion-resistant screed or flashing of a minimum 0.019 inch (0.48 mm) or 26 age EDGE OF INSULATION GROUND SNOW LOAD 20PSF FROM FIGURE R301.2(6) 9 MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5Rafters having slopes greater than L/180 GARAGE AND CANTILEVERED (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". plastic with a minimum vertical attachment flange of 3 M inches (89 mm) shall be installed to extend a minimum of 1 inch (25 FLOORS) 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 O R703.8.2.2. Support b roof construction. A steel angle shall be laced direct) on to of the roof construction. The roof supporting SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED to rafters DRAWINGS SHALL INCLUDE THE FOLLOWING INFORMATION: WN pp y 9 P Y P PP g SPACE SHALL BE SEALED. FLOORS: 40 PSF 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. n , T construction for the steel angle shall consist of not fewer than three 2 inch by 6 inch wood members for wood construction. A GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. ^ P4 wood member abutting the vertical wall stud construction shall be anchored with not fewer than three 5/8 inch diameter by 5 inch BALCONIES AND DECKS: 40 PSF Interior walls and partitions H/180 2. LOCATION B ALL JOINTS. W 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/0 STORAGE: 10 PSF 3. REQUIRED BEARING WIDTHS. 07 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/240 4.1. TOP CHORD LIVE LOAD . 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. �_ ` R703.8.4 Anchorage: Masonry veneer shall tie anchored to the the supporting wall studs with corrosion resistant metal ties embedded in EXTERIOR WALL FROM THE SHOWERS AND TUBS. 4.3. BOTTOM CHORD WE LOAD. m f`.r/1 mortar or grout and extending into the veneer a minimum 1-1/2 inches, with not less than 5/8 inch mortar or grout cover to Exterior walls With plaster or Stucco finish L/180 4.4. BOTTOM CHORD DEAD LOAD. / ELECTRICAL/ PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED ULTIMATE DESIGN WIND SPEED: 130 MPH FROM FIGURE R301.2(4)A 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. ❑ w outside face. minimum tie size= 22 US gage. Minimum tie fastener = Sd common nail. Airspace= Nominal 1" between sheathing & ON EXTERIOR WALLS BOXES SHALL BE INSTALLED. EXPOSURE CATEGORY: 8 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. 703.8.5 Flashing shall be located beneath the first course of mason above finished round level above the foundation wall or slab and at ( ) g g g p 9 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR R g masonry g between conditioned and unconditioned spaces. All recessed luminaires shall be IC-rated and labeled as having an air leakage rate R301.2.2) 9 9 Lintels supporting masonry veneer I L/600 I EXCEPT WHERE SYMMETRICALLY P4 (' 1 other points of support., including structural floors, shelf angles and lintels where masonry veneers are designed in accordance with not more than 2.0 cfm (0.944 L/s) when tested in accordance with ASTM E 283 at a 1.57 psf (75Po) pressure differential. All PRESUMPTIVE LOAD-BEARING VALUE OF SOIL: 2,000PSF Per TABLE LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. v section R703.8. 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. CA 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 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. D H not be less than 3/16 inch in diameter..Weepholes shall be located immediately above the flashing. single-family dwellings (townhouses) shall be insulated to no less than R-10 and the walls shall be air sealed. 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. Q 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. 0 Section N1103 (R403) I QJ, Exception: Walls perpendicular to the line used to determine the fire separation distance. Systems A B B R EU I AT I 0 N S WOOD FLOOR TRUSS SPECIFICATIONS: Z v R801.3 Roof drainage in areas where expansive soils or collapsible soils are known to exist: All dwellings shall have a controlled method of N 1103.1 R403.1 Controls Mandato At least one thermostat shall be provided for each separate heating and coolingsystem. 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 ( ) ( ry)' P P g y 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. ANCHOR BOLT D.S. DOWNSPOUT LT. WT, LIGHTWEIGHT RNG RANGE Z) .5 4 Labeling each 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 DTL DETAIL LT. LIGHT R.O. ROUGH OPENING 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: 0 R8021 g p U R802.4.2 Framing details. Rafters shall be framed not more than 1 t� inches (38 mm) offset from each other to ridge board or directly different times of the day. This thermostat shall include the capability to set back or temporarily operate the system to maintain ADJ. ADJACENT ADJUSTABLE D (EQUATION 16-8) zone temperatures down to 55'F 13'C or u to 85'F 29'C . The thermostat shall initial) be programmed b the manufacturer / E. EACH LT. LOUVER R RISER D + L (EQUATION 16-9) O 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 PARK JOINT LT. LAUNDRY TUB RND ROUND 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 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. ALUMINUM ELEC. ELECTRICAL ANCH. ANCHOR MAS• MASONRY S.C. SAWCUT 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 < ANGLE ELEV. ELEVATION 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 on outdoor setback control that lowers the boiler water temperature based on the outdoor temperature. EQ. EQUAL MAX. MAXIMUM SHLF SHELF FLOOR TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: ARCH. ARCHITECTURAL TCLL = 40 PSF, 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/360 OR .75". Where ceiling joists or rafter ties are not provided, the ridge formed by these rafters shall be supported by a wall or girder (76.2 mm) in diameter and greater and R-6 where less than 3 inches (76.2 mm) in diameter. Supply and return ducts in other BD. BOARD EXT. EXTERIOR MIN. MINIMUM S.S. STAINLESS STEEL designed in accordance with accepted engineering practices. EE. EACH END STEEL TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN 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 SIL. 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 b the manufacturers MIL. METAL SUSPENSION 1. DEPTH, SPAN, AND SPACING. J P P P Y Exception: Ducts or portions thereof located completely inside the building thermal envelope. BTM BOTTOM F/C FLOOR COVERING CHANGE SUSP. 2. LOCATION OF ALL JOINTS. SLIDING GLASS DOOR � � n � . recommendations or where the effects of such alterations are specifically considered. N1103.3.2 R403.3.2 Sealing Mandato Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with section BLKG. BLOCKING F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT SGD 3. REQUIRED BEARING WIDTHS. ui � � � _ R802.8.1 Bridging. Rafters and ceiling joists having a depth to thickness ratio exceeding 6 to 1 based on nominal dimensions shall be ( ) 9 ( ry)' BRG. BEARING SQ, SQUARE M1601.4.1. FON. FOUNDATION (NT's) NOT To SCALE 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. Q N N C6 6 -: N ao supported laterally by solid blocking, diagonal bridging (wood or metal) or a continuous 1 inch by 3 inch wood strip nailed across Exceptions: BRK BRICK FL.R. FLOOR TB TOWEL BAR 4.2. TOP CHORD DEAD LOAD. 0 - N M co N the rafter or ceiling joists at intervals not exceeding 8 feet. BSMT BASEMENT FP FIREPLACE T & G 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. CENTER LINE F.R. O.C. ON CENTER TOP OF GRADE SLAB 4.4. BOTTOM CHORD DEAD LOAD. R802.9 Trimmer joist: single header and trimmer for openings up to 4'-0" and doubled over 4'-O" unless otherwise noted on plan. 2. For ducts having static pressure classification of less than 2 inches of water column (500 Pa), additional closure systems shall M.U. CONCRETE MASONRY UNIT FRM FIRE OPER. OPERATOR TFW TOP OF FOUNDATION WALL 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. Connect with tecos for header joist spans of 6'-O" and greater. not be required for continuously welded joints and seams, and locking-type joints and seams of other than the snap-lock and C.J. CONTROL JOINT OPNG. OPENING 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 button-lock types. FT. FOOT / FEET TYP TYPICAL flow of air. Not less than a 1 inch space shall be provided between the insulation and the roof sheathing and at the location of COL_ COLUMN FTG FOOTING OPT. OPTIONAL T 6. EACH REACTION FORCE AND DIRECTION. O.S.B. ORIENTED STRAND BOARD TREAD 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR the vent. N1103.3.3 (R403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage. CONC. CONCRETE TOWEL ROD GA. GAUGE TR EXCEPT WHERE SYMMETRICALLY N1103.4 (R403.4) Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F Ill COND. CONDITION OZ. OUNCE TRPL TRIPLE LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. ( ) ( ) Equipment g y g (Mandatory). CONT. CONTINUOUS GALV• GALVANIZED 1/R ONE ROD Section R807 Attic Access or below 55'F 13'C shall be insulated to a minimum of R-3.N1103.7 R403.7 E ui meat sizin and efficient rutin Mandato G.C. GENERAL CONTRACTOR / 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. UNLESS NOTED OTHERWISE Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on building loads calculated in accordance CONST. CONSTRUCTION 1/S ONE SHELF U.N.O. 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY AND FIELD SPLICES. R807.1 Attic access. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that have a GEN. GENERAL in with ACCA Manual J or other calculated in accordance with ACCA Manual J or other approved heating and cooling calculation CTSK. COUNTERSUNK GYP PC POURED CONCRETE 10. DEFLECTION RATIO FOR LNE AND TOTAL LOAD. Z Z Z Z Z Z vertical height of 30 inches (762 mm) or greater over an area of not less than 30 square feet (2.8m2). The vertical height shall methodologies. C.O. CASED OPENING GYPSUM VERT, VERTICAL 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. 0 0 0 0 0 0 be measured from the top of the ceiling framing members to the underside of the roof framing members. G.L. GLUE LAM PBD. PARTICLE BOARD N1103.6 (R403.6) Mechanical ventilation (Mandatory) The building shall be provided with ventilation that meets the requirements of the 2015 CANT. CANTILEVER HGT. PL. PLATE V.I.F. VERIFY IN FIELD 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. rn 5 5 5 rn 5 The rough-framed opening shall be not less than 22 inches by 30 inches (559 mm by 762 mm) and shall be located in a WASHER International Mechanical Code as amended), the 2015 International Residential Code as amended), or the New York Cit C.T. CERAMIC TILE HEIGHT PNL. PANEL * w w w w w w hallwayor other readily accessible location. Where located in a wall, the opening shall be not less than 22 inches wide by 30 ( ) ( ) Y v CLG. CEILING HDWR. HARDWARE W/ WITH DEMBLY.OPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF FLOOR-CEILING o o rr o rr Y Construction Codes, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have HORZ. HORIZONTAL,HORIZONTALLY PWD. PLYWOOD WOOD ASSEMBLY, DIRAFFSTOPS SHALL BE INSTALLED SO THAT THE ARTA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING SHALL inches high (559 mm wide by 762 mm high). Where the access is located in a ceiling, minimum unobstructed head-room in the automatic or gravity dampers that close when the ventilation system is not operating. C.M. CROWIN MOULD WD. DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING to attic space shall be 30 inches (762 mm) at some point above the access measured vertically from the bottom of ceiling framing C.R. CHAIR RAIL HD.WD. HARDWOOD PF. PREFABRICATED WWF WELDED WIRE FABRIC MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR-CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: members. See Section M1305.1.3 for access requirements where mechanical equipment is located in attics. HR. HOUR PR. PAIR WALKOUT a D DRYER PROJ. PROJECT PROJECTED WO OR W/0 FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS. Section N1104 (R404) Electrical Power and Lighting Systems HDR. HEADER / WINDOW 2 N1104.1 R404.1 Lighting and equipment Mandato Not less than 90 percent of the permanently installed lighting fixtures shall contain only PENNY HB HOSE BIB PSI POUNDS PER SQ. IN. WNDW MATERIALS: DRAFTSTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. o Section R902 Fire Classification ( ) g g c (Mandatory). P P Y g 9 y DBL.. DOUBLE R 902.1 Roofing covering materials. Roof shall be covered with materials as set forth in Sections R904 and R905. Class A, B or C high-efficacy lamps. I.D. INSIDE DIAMETER PSF POUNDS PER SQ.FT. TYPICAL ROOF & FLOOR TRUSS NOTES: roofing shall be installed in jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 DIA. DIAMETER INGR. IN GROUND P.T. PRESSURE TREATED DTR. DIRECTION QUAD. QUADRUPLE * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF 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 INT. INSULATION 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 REF. REQUIRED METAL-PLATE-CONNECTED WOOD TRUSSES SHALL COMPLY WITH ANSI/TPI t. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY I.- UL W Rooftop mounted photovoltaic panel system. Rooftop mounted photovoltaic panel system installed on or above the roof covering replacement without removin permanent construction, other appliances, or an other piping or ducts not connected to the I.S. INSIDE CORNER REF. REFER TO REFERENCE * REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. R 902.4 R p p p Y P P P Y 9 P 9 P PP Y P P 9 DW DISH WASHER RMS. ROOMS * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID 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 deep and 30 inches wide DWG. DRAWING JT. JOINT REINF. REINFORCING,REINFORCED FIXTURES DURING ASSEMBLY TO INSURE TIGHT FITTING JOINTS. 2 l ' 0 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. KSI KIPS PER SQUARE INCH * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS 0- 0 feet (914 mm) from a lot line. M1305.1.3 Appliances in attics. Attics containing appliances shall be provided with an opening and a clear and unobstructed passageway large RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN OJ O m R 903.2.1 Exposed wall flashing required to have a kick-out where the eave of the roof intersects a wall to prevent water intrusion into the enough to allow removal of the largest appliance, but not less than 30 inches (762 mm) high and 22 inches (559 mm) wide and DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS �J wall assembly. not more than 20 feet (6096 mm) long measured along the centerline of the passageway from the opening to the appliance. THE SBCA BUILDING COMPONENT SAFETY INFORMATION (SCSI) GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING & BRACING OF METAL PLATE j F-� R 905.1.2 An ice barrier/ water shield shall be installed per manufacturers specifications, to maintain product warranty. Carry down M1307.3 Elevation of ignition source. Appliances having an ignition source shall be elevated such that the source of ignition is not less CONNECTED WOOD TRUSSES. W w w front of fascia, min 4" typical. Apply ice & water shield in fair weather when the air, * TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OFA o 0 roof deck and membrane are at than 18 inches (457 mm) above the floor in garages. � v 0 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 GRAPHIC SYMB0LS 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 * 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 o TRUSSES.BEEN DESIGNED AND INSTALLED FOR THE INSTILLATION OF THE TSES. 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. O W STRUCTURAL CALL. REFERENCE WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: W z slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double - All general notes unless otherwise noted on plans or product specifications. a underla meat 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 DET DETAIL REFERENCE - All applicable state & local codes, ordinances and regulations if any. ❑ "' Y SHT U 1 - rmembranes will be nperform strict 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 /Z orches (38 mm) from the framing member face to which wall, ceiling or floor FLOOR FINISH CHANGE In areas where the drawings do not address methodology, the contractor shall be bound to W 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 compliance with manufacturer's specifications and / or recommendations. ui C gage not less than 4 inches (51 mm) to each side of the framing member. Where the framing member that the piping passes penetrate through the roofing materIX ials and not less than /. inch (19.1 mm) into the roof sheathing. Where the roof sheathing is • through the sheathin 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 - General contractors and subcontractors to review these construction documents upon receipt from architect � cO less than % inch (19.1 mm) thick, the fasteners shall penetrate g and report any and all discrepancies including any dimensional conflicts, immediately to architect for r 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 _ 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 0° 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 - DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. W¢ or into the gutter. Where siding is provided on the vertical sidewall onto the roof or into the gutter. Where siding is provided on /� 0 the vertical side wall, the vertical le 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. (D o U) g v - DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the 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 p contractor, a discrepancy exists, the contractor shall promptly report it to the architect for proper 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 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. W - OMISSIONS: In the even certain feature of the construction are not fully shown on the drawings, their V ��R 0 ARc 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 - from an air opening into the building. Such an appliance with an input over 10 000 BTU per hour but not over 50,000 BTU per construction shall be of the same character as for similar conditions that are shown or noted elsewhere on �G' OB RT cy y�T and extend up back onto the roof deck not fess than 2 inches (51 mm). Drip edges shall be mechanically fastened to the roof Y P 9 g PP P P P 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. Q 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 - All work is to be performed in a professional manner and in accordance with best practice and consistent o °r{ 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. W ' �„ with manufacturers and supplier's recommended installation procedures. _ and 4 of this code. R 1003.9 Termination. Chimneys shall extend not less than 2 feet higher than any portion of a building within 10 feet, but shall not be less Section G2439 (614) Clothes Dryer Exhaust - The architect has not been retained to perform framing inspections and ti or field inspection. The architect ming cct U : - N ,, � ,-.J than 3 feet above the highest point where the chimney asses through the roof. is therefore not responsible for any and all conflicts including weatherazation, water proofing and framing �` g p y p g G2439.1 (614.1) Installation. Clothes dryers shall be exhausted in accordance with the manufacturer's instructions. Dryer exhaust systems '9 °z3e�° 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. ❑ : F NE`�� PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER Section R1004 Facto Built Fireplaces building. " " " " : ry- P ('REGULATIONS'), 8 NYCRR 69.5, ENTITLED SEALS", AN ARCHITECT WHO SEALS PLANS, SPECIFICATIONS AND REPORTS MUST PLACE R 1004.1 Facto 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 Factory P I built fireplaces shall be tested in accordance with UL 1127. for use in dryer exhaust duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the A STAMPED R G TNG HAT: I ISA I CATION OF HE RSON, UNLESS ACTING 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 DDRECC TION OF A LICENSED ARCHITECT, TO ALTER AND ITEM IN ANY WAY. JOB BER system has been specifically tested, listed and labeled for such use in accordance with UL 127. 1 6 023 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 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 elostomeric UNITS 99 MODEL A 1 & W material shall be installed in manner that prevents water entry into the building. Counterflashing into the opening of pipe serving Q SHEET NUMBER Energy Efficiency as a vent terminal shall not reduce the required internal cross-sectional area of the vent pipe to less than the internal 1-12 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. cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 m2) throughout 1 Z shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with _l._ 0 0 (MODEL Al ) O J the attic space. The markers numbers not fess than 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam W W thickness and installed R-value shall be listed on certification provided by the insulation installer. COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WHEN NOT ALI6NED WITH RAFTER, ^ 1 CONNECT KING 5TUD5 TO TOP PLATE I- x-90 X it MN. ROOF FRAMING WRAP 1-1/4X22 6A 6ALV.GOIL STRAP LLIATTc ' �T�PAR�5 OVER TOP OF TOP PLATE AND NAIL OR 2xbCRIPPLE 5TU05 ^ o 05-10 X O 2x ACG LEDGER W/2-31b"x5" LA6 DBL TOP PLATE ATTAGIi TO F.AGtt PAIR I6 O.G. U M 6PP05N6 RADS ROOF R te, B0LT5 a I6 Or, INTO 5TUD5 ` E PLAN sFE PUN51MP50N 5TRON6-TIE AT 2 END GAINS 0 A35 o EVERY RR 2X4 5TUD WALL OR Z c 59,f50N STwNb *RSON SIR" - - TRUSS EBOTTOMGHORD W/STRON6BAGK5 51MP50N H2 CONNECTOR®EA. � � . -d � � � O i : CD ca - TIE Itt 5 TE H6 RAFTER TO STUD AND KIN65 51MP50N STRONS-TIE H2 t!D NAILS 51MP50N 5TRON6-TIE NP. 8d NAILS TYP. RPEE STRAPS SHAT Cf ATTR TO EACFI P ta 1RAPft�S. ALTERNATE TO WD6E STRAP, H3 O EVERY RR R�5 R�I1� PROVIDE 2X4 COLLAR TiE AT t1"I Bd ALIGNED) p � FOR USE lel STUDS AND 115E IN COMBINATION ONLY WHEN 5TUD5 AND OR zxk LLJBt ARE I aar®N THE IPPHt TttfND OF THE UPPER THIRD of THE Arne SPACE I ATTIC SPACE APD ATTKM TO L5 h PAR A=RAFTH16 W/A-10d NAILS W/4 IOd AT EACH RAFTEW 05-22 STRAP AT N ALIGN 'RAPT�S DO NOT ALIGN EACH STUD,SEE .) ("5 c - DETAIL 4 ADER Z i o-cn f0 M LSU26 FOR 2x6 L5U25 FOR 2xb,2x10,OR 2x12 ��' Q W M U FRAMED 0 ❑ V CD V- `n N 00 WI OR `� ^ Dom M OR R 1 DC E 5TRAP DETAIL / -RIDGE STRAP DETAIL LU2b e N EVERY 2x4 5 2x" oR L 00 (FOR GATH.GL65 WITHOUT COLLAR TIE5) / (WITH OR WITHOUT COLLAR TIES) LU28® EVERY GJ STUDS® I6"OG. (� NO SPECIAL FT = 2 2x AGQ LEDGER W/3/8"x5"LAO GONNEGTORS REQ a 2 NTS. LOCATE AT ✓ N.TS. LOCATE AT EVERY RAFTER BOLT® 16" Or, INTO 571105 5TRAPPIN6 TO BE 1-1/4'X 22 6A. IN THIS AREA '- 51A°SGN STRONG SM?50N STRONG / TE Lrs TE H6 TALO.,SEE DETAIL 4/DI.ALL STRAPPING SaP50N SfRAN6 tD NAILS rm.r IOD MAY Cf r APFLID / GABLE END WALL TO BEAR A MIN.OF 10"ON FRAMING. �OR I1105 M V1"gfAn"IS 1)". / PORCH ROOF W NAILS TYP. / STRAPP I NO DETAIL DETAIL AT ATTIG Z FOR USE WHEN 5TUD5 AND USE IN 6"INA1I0N ONLY WHEN STUDS AND ^� 1 O N.TS. I 1 RAFTERS ALIGN `RAFM;5 DO NOT AL16N iT� STRAPPING TO RUN ONTO RIM JOIST,SEE WI(ONE STORY)OR ONTO 5TUD AT WALL BELOW(TWO STORY) ROOF RAFTER HURRICANE TIES - • • QN�T � . LOCATED AT EVERY ROOF RAFTER \ 0 Z \ ATT I G _ STRAPP I NC DETAIL 0 • 6IMP ,PowCR ,, 12 FOR FRAME GONNEGTI ONS o •' Ln U5`ECOA�4 AT BADS DI N.T.S. O 2ND FLOOR "�` ' (1)2x 4-I6d FADE NAILS FROM Z // STRAP OR 4x PROVIDE 3"X3.(6"X3"WASHER PLATE AT ALL ANCHOR BOLTS KING STUD INTO HEADER ❑ / ��, 5ECVRED BY WOOD SILL PLATES. FR1:-ta�tr SIMP50N PAB OR 5B ANCHOR BOLTS MAY BE USED IN LIEU OF / COLUMN POST TOP AN STR�w START NALS THREADED ROD W/WASHER PLATE. w / LOCATE AT EVERY GOLUMW 6tRDER CONNECTION H/7�LP FRLhI PROVIDE 3 Xb XA3b 6ALV.STEEL PLATE W/ kTD tEN6m NTS. �'MN / B�D GF STIP NAILS b-8D NAILS AT GORNBiS AND INTEfLiEGTIN6 (4)NAILS MR N -� WALLS. I X12■XA36'TALO.STEEL PLATE W/ 51MP50N L5TAI2 STRAP W/ Ir LEWTH(rf) I _ \ T ��W� 12-80 NAILS AT E BUTT JOINTS IN STRAIGHT �� \ I WALLS WHERE THERE SINGLE PLATE OR HEADER 2X6 KING SW?S OWN), 5EAGH JACK 1W-100 NAILS am END AT 6Uf LEwni l / NA 24'MINIMUM LAP SPLICE HO AT SPANS UP TO b FEET TWO FOR SPANS 6 TO 12 FEET v 5/8"N A307 ROD THREADED b"BOTH ENDS. THREE FOR SPANS 12 TO 16 FEET 2X6 JACK STUD'(UDNJ: ., " " 12-10 MIN.NAILS �AT SPANS<6' F�t�E PRE-tilt 3/4 AND I ROD AT SIMP50N STEEL STRONG WALL,SEE PLANS AT ALL SPUCES TWO AT SPANS FROM V TO 12' W �- �R -1 ISLENEDTHT FLOOR N " " "NAILS THREE AT oTI WISE ON PLAN � (� SIMP50N P05T BA-515 2X3/e X3 WA5HER PL W/NUT EACH 51DE 0_ L r � ABU44 OR ARW5,SEE PLAN UPPER STORY SHEAR 00 C/) (.J (4)NNS MR N I MTM(TYP) G5 22 COIL STRAP i 1 - - - ALTERNATE ANCHOR BOLT DETAIL EXTERIOR WALL ❑ W O WALL TO GIRDER FLOOR TO FLOOR TIES I BELOW GONNEGTION • EOR 5ET BAGK WALLS HDU HOLD-DOWNS AND STRONG WALL DOUBLE TOP WALL PLATE SPLICE DETAIL HEADER GONNEGTION LOCATED AT EVERY STUD \ 112'00 HlooEd�ANCHOR E30LT w T I \ FOUNDATION MINIMUM e1VEDMENT OR EXPANSION 13 NTS. I� 15 I6 /^ BOLT W/5'HNIKH Eh�hENT NTS. N•Ts• Tl TS. V OL STRAPS LM S V",16 PRAM bd GA"N(ON x 25 I")NAILS- 60L i NM- \\\ 60L STRAPS M 13IDTHN6 PRSM 10d CAMN(0171 x V LCt�)NAILS. \\ GOLUMN POST BOTTOM ANGHOR \ 6 ALLOWABLE HOLES - \ N.TS. LOCATE AT EVERY GOLUMW 6tRDIsR GONNEGTION r+ar Itlrffiz RNAtGRID SD NAIL N16 0/0 AT ALL PANEL ED6E5 " Z TOWVAM NAIL LVL Headers and Beams A5 fsc ad W HIP N6DOSB OR PL °YWOOD LU \ ��►�T�Nv.m IGD NAIL N:I 24'0/G :� 5IMP50N HGP HIP RAFTER, Microllame LVL SHEATHING 5EE PLAN INTERIOR 1.3E TimberStrande and CORNER TIE LSL hole zone Parallame PSL 2 x diameter of the Y depth (� I (�NAILS MN.N NOTE,WHERE 24'WIDE MINIMUM RAL HE16W I iti LMT" WALL RETURN 6 PROVIDED AT ENDS OF I ` ` �' XE� 3EK hole zo largest hoe nninimum) O BRACED WALL LINE THE&NOR HOLDOW MAY BE 6JMINATE D. PROVIDE TWO(ONE AT EACH 4,M IV UMTH(MN) J AT NAIL e 6*ANE.ED INTERIOR - - - SIDFJ CS-22 STRAP PER DETAIL 4 IN LIEU OF I SIMPSON 13P WASIM ° o AT ALL PANEL ED6E5 d L STA36 STRAPS SHOWN IN.THE DETAIL. NAIL SHEATHING TO SILL PLATE ENl ed 2x AW SILL PLATE. DWBLE ° EXTERIOR GYPSUM BOARD o NAILS o 4'0/0 SILL AT RA.L BASEh�tT5 J 1'MINIMUM 5/8 DIA STEN ANCHOR - - - - - %j 2x N RAT VAJ& Parallame PSL BOLTS MAX EL O.G- bD NAIL® 12'O/G AT ALL Microllame LVL and EMBEDMENT EXTEND BOLTS MIN.T INTO CS-22 COIL STRAP ,lac STww To RrrTET: MEMBERS NOT AT PANEL ED6E5 FDN WTN TI6HiHED ` R allowed hole zone 3'x 3'WASHER TO EACH BOLT. (1)2 x i ACQ 6MP50N LTP4 PLATE NALED TO COL SW middle Ys span 15/32'05B OR PROVIDE TERMITE 5H1H,D SILL INSIDE CORNER OUTSIDE CORNER 4 CO MR)OU5 BAR `'LL PLATE RM APD 6LL PLATE A W0 O a VM iM fess PLYWOOD 5HE:ATHIN6 d 1.3E TimberStrande LSL allowed hole zone d L5TA36 W/10 IOd NAILS SEAL AND MAINTAIN 6'MIN / UIro 5TUD ABOVE AND LOCATED 2'TO b FROM HP TO FIN15NM 6RADE BELOW(2 EACH G0 FROM TOP OF WALL NO PLAN VIEW PLAN VIEW ui NIL A5 PHt T/ilE 9.7p INrLAI H M o •- M ao General Notes Q N N r— N ed Tall=2,"0# SEE FOUNDATION PLAN COIL STRAPS UND13i SHEATHING PROVIDE.8d COMMON(0.131 x 25'LONG)NAILS.COIL EXTERIOR WALL TOP /� HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniform) loaded � r N CO ad N STRAPS OVER SfEATHIN6 PROVIDE IOd COMMON(0.131 x 3'LONG)NAILS. EXTERIOR Gl/I�N� LAY-OVER OR FALSE VALLEY DEPTH HOLE SIZE headers and beams only. y PLATE HIP GONNEGT I ON 4Ys" • Round holes only nd STORY GORNER GONNEGTORS TYPICAL ANGHOR BOLT STUD TO RIM JOIS��YS O SILL PLATE ST-RAPPINC DETAILWALL FRAMING 5y„ „4" • No holes in cantilevers. OCATE AT EVIUD 11T5 I� N7g 18 N.T.S. 7Y"to 20" 2" • No holes in headers or beams in plank orientation. N.T.S. LOCATED AT EVERY C.OR M N.T.5. LOCATION AS NOTED N.TS. N.T.S. 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(BNL)ARE REQUIRED IN EACH DIRECTION OF A BUILDING. BWL'S SHALL NOT BE SPACED EXIWEI?STRAP AND WALL SHEATHING fl MD WALL S1fATi11N6 I I O O O O O O MORE THAN bo FT APART. WALL5 WITHIN A BNL 5HALL NOT BE OFFSET BY MORE THAN 4 FEET FROM A BNL. BWL LOCATIONS ARE NQTE: TO TOP OF PONY WALL IF U`� TO TGP Or POM(WALL IF U5® > > > > > > -��I N42� �''I I uj W W uj W W INDICATED ON FLOOR PLANS 2 FT MAX PONY WALL MAY BE I I 2 FT MAX PONY WALL MAY BE %f6-6N DRTz FIaR M AT 65-WX WA" A BRACED WALL PANEL.(BHP)SHALL BEGIN WITHIN 10 FIST OF EACH END OF A BH-. THE 015TANCE BETVIEN ADJAGENT PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER WALL EW PN16(TYPE Al HDU AS RE"W ED6E5 OF BWP'S SHALL NOT BE GREATER THAN 20 FEET. THERE 5HALL BE A MINIMUM OF TWO BVD ON EACH BWL EXCEPT AT m ®1 AT I*W.IP WALL VETALS O MD D. WALL5<16 FEET LONG MAY HAVE ONE 48"OR LONGER BNP. BWP'S ARE TYPICALLY G5-WSP SHEATHED BRACED WALL PANELS (TYPE A)OR 6YP5UM BOARD 65(TYPE B). PROVIDE TYPE G,D,E,OR F PANEL5 AS NOTED ON PLAN WHERE BNP TYPE5 A 31/2'WIDE LVL HEADER(SEE PLAN) N ® IS JM NAILS AT DTTIZ AND B DO NOT QUALIFY DUE TO MINIMUM LENGTH REQUIREMENT5 OR ADDITIONAL CONTRIBUTIN6 LENGTH OF BWP 15 REQUIRED. GONTINXJII5 TO OUTSIDE aF PANEL u� 0 - N ® BWP TYPES ARE INDICATED ON FLOOR PLANS. r/■� aD -3/810 THREADED ROD Z Z v J ® G5-WSP CONTINUOUSLY SHEATHED BRACED WALL PANELS(`TYPE A)5HALL MEET NOTE,IWERE 24'WIDE MINIMUM RAL HEI6HT THE MINIMUM LENGTH REQUIREMENTS OF TABLE R602.105. NAIL 3(6 MINIMUM WALL CONTINUOUS D MIN 171�P HEADER NI CONTINUOUS Ills MIN D�HEADER TO WALL RETURN 15 PROVIDED AT ENDS OF 5HEATHIN6 WITH bd NAILS a 610/0(EDGE5)AND 12'0/0(FIELD)AND PROVIDE 2X OUTSIDE KING STUD(SEE FLAW OUTSIDE KING STUD(5E PLAN) GS WSP BRACED WALL LINE THE 800 BLOCKING AT ALL UNSUPPORTED PANEL ED6E5. PROVIDE boo POUND HOLDOWN FASTEN�'SHIFATHIN6 TO HEADEi2 W/ FASTEN�'SHEATHING TO HFADBZ W/ HOLD"MAY BE ELIMINATED. PER DETAIL Iq OR 20 AT ENDS OF BRACED WALL LINE5 THAT Do NOT HAVE a BD NwEs o 3'0/G IN FAGH DIRECTION a ev NAILS a 3'0/G IN EACH DIRECTION WALL MIN PANEL 111 " ILI$ 511FWN LSTA24 STRAP ON MIEATH97 HEIGHT(FT) WIDTH'L' TRIM TOP OF PANEL AS REGI-0 EITHER A 24 MINIMUM FULL HEIGHT WALL RETURN OR A 48'MINIMUM BHP. ILL SIMPSON L5TA24 STRAP ON BOTH 51Dr5 AND EACH OF HEADER TO JACK SND W/Ib IOD NAILS FACE W/Ib-100 NAILS 9 2b@ 6-1/4 505 SGRBL, O m TABLE R602.105 MINIMUM L EN6TH REQUIREMENTS OF G5-W5P n r CONTINUOUSLY SHEATHED BRACED WALL PANELS z z 10 34 ■ BOTH SIDES(4 STRAPS PER.ANHJ > Y FASTEN TOP PLATE TO HE W 2 t- FASTEN TOP PLATE TO HEADER W/2 H- ■ 0 I� ROWS OF Ibd HE o 3'0/G Q ROY1ri OF Ibd NAILS 0 3'O/G PORTAL STRAPS 2'FROM�6E ON WALL AJAGENT CLEAR MINIMUM LBN6TH OF v v (2J JACK STUDS MIN.OR Pf�t PLAN 12 42' LU 1'� w Fw- HElew(FT) OPN6 W164T BRACED WALL PANEL 0. (�JACK STUDS MIN.OR PER PLAN _ `J U o -SIMP50N GIJI^I COUPLER NIT <64' 24' BL.OGKIN6 AT PANEL ED6E5 SIMPSON $ 64'TO 60' 32' BLOCKING AT PANEL EDTES BLOGKIN6 AT PANEL ED6E5 PANE-,VERIFYSP IAH✓Ei 5 FRLI"M (D 60'TO qb' 366' I- PANEL SHALL HAVE A LBNOTH V OF NOT LU " PAPS.SHALL HAVE A T KALL t of NOT <64 21. GYPSUM BOARD 6B BRAGID WALL PANELS(TYPE B)SHALL BE �r � 1E55 THAN 16'FOR ONE STORY AND 24'FOR NOTE.DETAIL APPLIES TO � �'� � f -3/8'0 ANCHOR BOLT OR q 64'TO b0' 30' 461 MINIMUM IN L-ENOTH ON BOTH 51DE5 OF WALL PER TABLE p � � 0'8 FT W0 FT W FOR 9 v FIRST FLOOR OF IIHO STORY APPLICATION. O FT WALL,AND 20'FOR A 10 FT WALL 5� p BOTH t31D5 of HF�4DL3Z W a z ADHESIVE ANCHOR 80'TO qb' 41' Rb02.IO5. 5EGURE)2"6YP5UM BOARD WITH bd COOLER NAILS, PLAN FOR ACTUAL LEW M. 5tH PLAN FOR ACTUAL LENGTH. Cn ■ ■ O 115'X IYe"6YP5UM$D NAILS,OR.OqB"X I% ANNULAR RIN6ED �L IF WIDTH TO HE16HT DIMENSIONS ARE �L IF L UDTH TO PEI6HT DIt�N51oN5 ARE � a a ••. lO 64 TO bo' 3300" NAILS a 1'0/G(EDGES)AND 1"O/C(FIELD). BLOCKING 15 NOT EXCEEDED THEN DETAIL'-'TO BE U5®. EXCEEDED THEN DETAIL f'TO BE 115®. NQ's ❑ � °•' 80'TO qb' 3b' REQUIRED AT UNSUPPORTED PANEL EDGE5 WHEN PANELS ARE L2 IF C004M HEADER • INSTALLED HORIZONTALLY. PROVIDE J015T OR TRU55 OR FULL BOTH OPENI N65 THEM 1�Kk x � *Partial credit for panels 36"to 46"wide per RbO2.I052 HEIGHT BLOCKING DIRECTLY ABOVE AND BELOW TYPE B WALLS. ONE JACK AND KING STUDS ONE JACK AND KING STUDS BRAGRl515 NOT REQb "L°o Q;A2��TO TYPIGAL HOLDOWN DETAIL AT CONTINUOUSLY SHEATHED WOOD FASTE3N1A6'5HEAIHINGTOEACH51W FA57I�N1/16'SHEATHINSTOEACH51W TWO KINGSTUD5 � H STUCTURAL PANEL "CS-WSP" - TYPE A GYPSUM BOARD "GB" -TYPE B o NO 51LL W W COMMON HAILS o 310/G O AND 5ILL W 10 COMMON NAILS a 310/G cO m Q FASTEN 7061 SHFATHM6 TO STIR � V J � J FRAMED FLOOR ' ` NOT TO SCALE PER FIGURE R602.10.5 B NOT TO SCALE PER FIGURE R602.10.5 - AND SILL W 8d NAILS a 4'0/G w 1 PORTAL DETAIL"C"ONLY APPLIES SIMPSON HDU5 HOLD"NU 14-1/4'505 SIMP501N HDU2 HOLD"W/6-1/4■ Z U Cl 1N.TS. TO 2 FT TO 18 FT WIDE OPENIN65. SDS SORB-6 IF NO FLOOR ABOVE. SCBE 15 IN DOUBLE END STUD TABLE 602.103%)BRAGIN6 REQUIREMENTS BASED ON 14OMPH TABLE 602.10.3(2)WIND ADJUSTMENT TO HDU4 HOEDOWN W/IR ABOVE. PANG To 517 DIRECTLY TI TOP OF WIND SPEED,EXPOSURE B,30 FT MEAN,ROOF HEIGHT,10 FOOT REQUIRED LENGTH OF WALL BRACING. 2-1/210 ANCHOR BOLT OR EXPANSION 5GR&l5 IF FLOOR A80VE CONCRETE FOUNDATION WALL BOLT WITH 2'X2')V PL WA5HER 1/2'0 ANCHOR OR EXPANSION HOLT 0 ��R D ARC SM15M VM HkgDM AT 66-W WJ6W WALL HE16HT'S,AND 2 BRACED WALL LINES ADJUSTMENT STORY CONDITION ADJUSTMENT WAL LND PANELS(TYPE A)HDU AS REff-EP BASE P ON 5UPPORTIN6 FACTOR ®I AT DRAaP WAIL DETAILS O AND D. STORY BWL SPACINGGONT METHOD 6B R4 BAR DONT IN TOP OF CANGRETE CONCRETE 2OVERH/2'0 '�OR � T U 5�C RT HF y�F �4 BAR GOVT IN TOP OF CONCRETE z3 TE 0 C T ® 5HEATHIN6 EXPOSURE CATEGORY ONE STORY G I2 FD�vATION FOUNDATION FOUNDATION H EXPOSURE GATF60RY ONE STORY D IS 04 BAR CONT IN TOP AM BOTTOM Q �� �,., L� OA ® S-IOD NAILS AT M T1Z T� 10 2.5 55 PABS-18 ANCHOR BOLT OR%'TWEADED OF CONCRETE FOLWATION SIMPSON 587/8X24 OR PART-Ib ANCHOR ® EXPOSURE GATE6ORY TWO STORY G 1300 ROD W/WASFIHZ PLATE,5t>=DETAIL 15071 I A,HY.FiOR TOR 'THREADED BOLT OR Ye'THREADED ROD, LLI � *-� ,s { EXPOSURE CATEGORY TWO STORY D Ib EXTi V WALL S EATHN6 OVER RIM JOIST PAB5 8 BOL 3b _ ® TOP 20 5.0 IOD OVER ROD Wi WA5FEZ PLATE,SE DETAIL IS/DI SEE DETAIL 15/01 U sw ��,rs�.p1 ROOF EAVE TO RI06E ROOF ONLY 15 FT 13 PANEL ED6E FRAMED f �A O23s10 ®I TOP 30' 7.0' 14'5' ROOF EAVE TO RIDGE ROOF ONLY 20 FT Ib WALL PORTAL DETAIL TYPE D ONLY APPLIES TO b FT TO 0 FT WIDE OPENINeS. FLOOR PANEL HAS CONTRIBUTIN6 LENGTH OF 48'TOWARDS Rb02.10-%)MINIMUM LENGTH WALL TO BE U5®ON RRST FLOOR APPLICATION ONLY.PAPS HAS 51MPSON STRONG WNL REQUIRES E3N61PI�17E516N TO FBF �y TOP 40' q.0' 155' ROOF EAVE TO RIDGE ROOF+I FLOOR 15 FT 1.15 RE-GUREMENPS FOR BRACED WALL PANGS AT BRACED WALL LINES. WALL TO BE COMEILMN6 LENGTH OF 481 TOWARDS Rbo2.1O9(U MINIMUM LE N6TM TO DE'fERP11NE PANH 517E AND ANC HCR BOLTS FOR ❑ N E ROOF EAVE TO RID6E ROOF+I FLOOR 20 FT 13 WED ON FIRST FLOOR APPLIGAITTON ONLY. REQUIREHUM FOR BRACED WALL PANELS AT BRACED WALL L.INE5. ACTUAL HORIZONTAL OB16N WIND LOAD AND CONDITION TOP 50' IID' 23.0' ROOF EAVE TO RIDGE ROOF+2 FLOOR 15 FT 1.1 ROOF EAVE TO R106E ROOF+2 FLOOR 20 FT NP B NUMBER TOP bo' 13.0' �5' WALL HEIGHT ANY STORY b FT OA CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL "ABW" SIMPSON STRONG WALL 3/810 ANCHOR BOLT OR , : , WALL HE16HT ANY STORY q FT OA5 DETA�IsLc- YPE IF 2016023 ADHESIVE ANCHOR BOTTOM of 2 l0 5.0 105 WALL HE16Hr ANY 5TORY II FT 1.05 FRAME "CS-PF" DETAIL - TYPE C "PFH" DETAIL - TYPED DETAIL - TYPE E BOTTOM OF 2 20' q.0' Iq.O' WALL HEIGHT ANY STORY 12 FT I.I C :,. '::•.4 ��4: NOT TO SCALE PER FIGURE R602.10.6.3 D NOT TO SCALE PER FIGURE R602.10.6.2 ` NOT TO SCALE PER FIGURE R602.10.6.1 NOT TOPER EhJGINEERED METHOD W •�°o'• N1MBH2 OF BHI.PL3t PLAN DIRECTION AT STORY 3 1.3 rila° BOTTOM OF 2 30' 13.0' 275' N1MBH2 OF BH-PER PLAN DIRECTION AT STORY 4 1.45 Q NUMBER SHEET NUMBER OF BPI.PER PLAN DIRECTION AT STORY 5 OR MORE Ib BOTTOMOF2 401 17.0 ��° (21 BRACED WALL PANEL DETAILS _ /� GYP BD FINISH OMITED FROM INSIDE FADE OF BW 1.4 HOLDOI�IN DET, I L AT SLAB BOTTOM OF 2 50' 21.0' 425' APPLIES IN METHOD D FROM ONLY UNITS 9 9 (MODEL Al ) & 100 (MODEL, Al zGYP BD FA5TENIN6 ANY STORY 4'0/G O.1U)BOTTOM OF 2 60' 25.0' 525' APPLIE-5 TO METHOD 6B ONLY NOT TO SCALEUj w COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED U) ^ 1 ~ W Zc ' W �1 E �i DONT.1 x4"C4.OGKNJ6 - TYP.EXf�IOR WDLL Q `�'� U 6 r , U ti x4"a Rmms a I6"OL.- 2 Z V ` Fiil4+�50fFIT 4 2 4 ',I ° N o r7 F- L + 4 •F_.q >CN M06M TO AL16N RID6E5 TO AL16N (2)2°xb �lq,.KNJC� 2 2 Ma MRA i� 1Nxbxb � N} PY-Mar OR E6111nL a�'i�Z - R1D6E VENT RIDGE VENT Z L— C E5 M b rx8"Tw L- x o M TYPICAL ROOFIN6t C xb"FASo O Q o � 'T TYPICAL ROOFING+ ARGHITEGTURAL 5HIN6LE5 ARGNITEGTURAL SHINGLES A Far TLIRA LAYM�M In PPLYW00D SM�ATHINB V2"PLYWOOD T11N6 ❑ cj� "' .- I/2'PLYWOOD SHEATFIIN6 6'AZEK TRIM 6'AZEK TRIM rx4"TRIM co rn V I a ALI 12 12 12 , 12 DENTIL BLOCK ADTL%*x8 DENTIL BLOCK 1171U*)" 12 ^, 12 BY'F"'OR EQUAL BY TYPON'OR EQUAL 12 ' GABLE END DETAIL I �-- b AZEK TRIM b'AZEK TRIM '^ rte.-°-12 fi" b• 12 cp . . ® OH. OH. 01, PH.- X12 IN 8'AZEK RAKE BD W/ r N.T.S. m m Z �,v� 1 12 IN 3'AZEK TRIM mm) T^ ° m b'AZEK TRIM 2 E- 'r; IN 8'AZEK RAKE BD W/ +^ IN 3'AZEK TRIM CIYP) 12 ROOF BREAK b'BLIND FLASHING iv IN 12 ROOF BREAK F� b'BLIND FlA5HIN6 6'H16H BLM FLASHING rn STANDINS SEAM 5TANDIN6 SEAM - - 41 1 - METAL ROOF METAL ROOF- _ x8 FASGA BD. � Z 'n- Q BEDROOM#2 PL MT ° BEDROOM#2 PL MT 6'BLIND ALIGN1 1 11 11 _ 8'AZEK ALIGN ' b BLIND I-0' p-0•�_�b FLASHING4"- -FA5GIA5 FA5GIA5 R A5FNN6 �' I'-0• OH. 0 _ �-OU. 1OH. 0 Ln ]EI AZEK tE Ill 11 11'X8" �' I I 4 iwM BD �' 4 is i i Q '• i � 4 i I tr � I � � � ii LZ II I I I 4444i III II it FIN. IST FLOOR I FIN. RT FIN• O qv r RT FIN. 15T FLOOR �J ului 10 5QUARE HBd6 PERMA GA5T bxb P.T.POST NUN SIM PSON I I Bc523 P.T.POST NTH SIMPSON6 P05T GAP ANCHOR! I 10"SQUARE f8<6 PERMA GA5T I M52-3/b P05T GAP ANGNOR! I FLAT P46382 W/SQUARE COLUMN#46382 W/5QUARE 51MP50N ABUbb POST BASE 51MP50N ABU66 P05T BASE FLAT GAP 4 BASE(OR EQUAL) I (TMP-ALL COLUMNS) I I I I I I (rm-ALL COLUMNS) I FLAT GAP E BASE(OR EQUALS I W -CORNER COLUMN TO BE -CORNER COLUMN TO BE PROVIDED W/5PLIT KIT PROVIDED I^U SPLIT KIT i Q W m � - I I I I I I I I I I ❑ w O II uNFINBSMTFLOOR - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -�I- - - - - - - - - - �I- - - -- - - - - - - - - - - T` - - - - - - - - - - UI�INBSMTFLOOR - - - - - - - - - - - - - - - - - - - - - - - -I- - - - - - - - - - -I- - - - - - - - - - - � L .. .� U FRONT ELEVATION FRONT ELEVATION 5/161 = 1-0h� z U UNIT 99 z UNIT 100. L) W H y MODEL Al (HOLLY)- RJp6E5 MODEL A1 ( OLL ) ° TO ALIGN RIDGES TO ALIGN _ F- o M Q Q Q ry VENT D c"i ai co fV RID6E VENT n 2 2 - t 155 t 135 12 12 _ CRICKET BEYONp I AI.I 12 0 0 0 0 0 0 12 12 7 12 t0 cO 12 12 i-0' i-0' I'-0` I'0"��12 12�--�OH OR 12 12 �' OH 12 IPER MANIFAGTUR>�5INSTALL IGE I HATER SHIELD PER MA PAGTII�'S SHIELD 1 �� 12 12 1 11 11 Jill 112 SPEGIFIGATIONS TO MAINTAIN m SPECIFICATIONS TO MAINTAIN 12 PRODUCT WARRANTY 1x8 FASCIA BD. PRODUCT WARRANTY - N to 11 Jill ®��. +m+�+ NOTE.. `O ft 70 1 ill 11b' IND -8'AZEK b'BLIND APPLY ICE t HATER 5HIEW IN FAIR INS r' FRIEZE BD. FLASHI APPLYICE t WATER SHIELD IN FAIR WEATHER W�1 THE AIR ROOF DEG:AND NEATHER W4 H TTI£AIR,ROOF DECK AND MEMBRANE ARE AT TEMPERATURES OF 40'F If 11 1 1 (5'G OR H16HER MEMBRANE ARE AT'tEM PMT1,W5 O'4OT- - - - - (5'G)OR HI6H� EIRKFST PL MT - -- - -7�7 - MSTR ESDRhi -_Tf?BDA - E�RKFST PL MT PL}fT P'L HT z I'-0' V J T Z7 7N, OH. - - _- L .. ° 11��-0--�� Q O. I-0' Off• OH. Oi. j: , _ -- �_x�a�HALL SOFFIT I-0' i'-0' rx SO�IT . I -rYVEK OR EMALN6LE 5101N6 > �� Y -HARD IN6LP SIDING l OU. O1. -,n6�'0501�r�HINS, ks I Lid. rs i i � ■ � � � � _ � � i � -2xb• OO 5TLVSI0 � Q r _ -2xb WOOD STLU a I b'OG. j j d I = �' - 4 I I WF �s 4 _2x6-2WOOD a I b O G. Z U a -b'R-ZI BATT5 4 "� LIJI4 4 .o I ! Q vQ o I 4 LL-1 6ARA6E - w I WALT. W Y' o I BEYOND. I w z II ! ! II II D N -r7-T-rr-l= 1-1 Jill Ill 1111111 1 Q II ! ! II ! INI11 ❑ w j IN. IST FIN. IS ill 1111 11EIIIIIII I I III I I+H-41 HII I FIN. IST FLOOR W U FIN. Isr FLOOR o0 2020 NYSRG-62427b it503.8) �9 = 0 EL5T a_-o' - - - Ems=0-0' VENTIN6 5Y5TEM TERMINATION LOCATION: I I I II I =1x4 AZBC TRIM I I 10 SQUARE HBt6 PERMA CAST BG52-3/b POST GAP ANCHOR E THE VENT TERMIOpO0 AL OF A DIRMGT VB1f APPLIANCE NTH ANF-6xb P.T.POST NTH SIMPSON 10 SQUARE HBd6 PERMA CAST I II I N I I I I I COLUMN RE H011 W/5CMA C bxb P.T.POST WITH 51MP50N INPUT OF 10000 BN PER HOUIR C3KhU O2 LE55 SMALL BE � C�7 BG523/b POST GAP ANGIOR t I I I I Ix4 AZEK TRIM III I II I 51MP50N ABubb POST BASE LOCATED AT LEAST 6'FROM ANY AIR OPENMS INTO A � } SIMPSON ABX�6 P05T BASE COLUMN P 4 13A E SQUARE III I N I I (rYP ALL GOLl1MN5) I I FLAT GAP t BASE(OR EQUAL) ( I I I III I III I I I I I III I III I I I FLAT GAP t BASE(OR EQUAU I I nYP ALL ) BIIILDINS,AND SUCH AN APPLIIANGE WITH AN INPUT OVER w,000 0 pp -CORNER COLUMN TO BE III ► III III I III -CORNER COLUMN TO BE BTU PER HOUR BUT NOT OVER 50/J00 BTU PER HOUR SIiALL BE z I II I SII I I I I I I I N 1 N I ( I I I PROVIDW W/5PL.IT KIT I I I INSTALLED E WITH IN VT OVIW-44 VENT 5 ;TERMINATION BTU PER HO IR�'D a PROVIDED W/5PLIT KIT WINpOW w WINDOW Z i t I SHALL HAVE AT LEAST A 12 IINGH VENT TERMINATION CD o o I I I L1------ I I m I I I ------ I 8 I I I I I I INTAKE "GSHAi.I BE LOOMEBOTTD&T LEAST TERMINAL Or THE VERT ABOVEE s�RAM THE AR v) .......... ........ .................................. e I I I I w FDI L— I I I I FDI i I I I I i I U �5�� CRT cRCtiiT Ie�IN UNFK �L� _ 2020 NYSRC-R3122. - hF� _ - BSMT _ _ _ _-_ _ _ _ _ I - - - - L - - - - - - - - - - IN DWEI.LI%UNITS,WI�THEE TOP OF THE SILL OF AN CI - - - - - - - - - - - - - - - - - -I- - - - - - - - - - -- - - -I- -- - - - - - - - - - - - - - - - - - - - - -I- - - - - - - - - - - - - - - - - - - - - - -I- - - - - - - - - - - - - - -I- - - - - - - - - - - O�ERABLEWINDOIOPENIN6115LOGATEDLS6iHAN24• Q 6 .� ABWE rtE FINISH FLOOR iAND GREATER THAN 12'ABOVE W ' THE FINISHED 6RADE OR OTHN92 SURFACE BELOH ON THE W EXTERIOR OF THE BUILDIN6,THE OPERABLE WINDOW SHALL = �6 COPLY NTH ONE OF THE FALLOHIN6: (� N FLFV TION REAR ELEVATION THAT WILL NOT ALLOW A 41NG+DIAMETER SPHERE OF �Ny Q- TO PASS THROUGH THE OPEN11%IN ITS LARGEST OPENED 0238�� 3 6 = I-0' 3 6 = 11-0 '1FALLr�Go�Rra A��ATIONNTo ❑ F NE RELEASE THE CONTROL.MWE ALL.OWIN6 THE WINDOW TO :.. .. . ....... ........................ RUYUNIT 10 0AREA O TH SHALL NOT RETO E THP NEN aEA5.15 OPENINGO NUMBER UNIT 99 AREA OF 1}E WINDOW UMUT TO LESS THAN 57 SQUARE FEET. w2016023 MODEL Al (HOLLY) MODEL A l (HOLLY) Q SHEET NUMBER UET CLUSTER _ UNITS 9 9 (MODEL Al )A l ) & _ 100 (MODEL Al ) 0 ELEVATIONS Z cnW 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED R106E VENT (/) z FIRE RETARDANT w PLYHOOD 5HEATHIN6 E 0 2'x8'RIME BEAM 0 y 0 4--d 12 12 C) M TO ALIGN 0 u M06M TO AL16N R106 12- 12 z RIDGE 712 2 RIME VERT RID2"Xb' 0 La) RR _ cn ca 16N X. . .. . . . . 12 i I 1 (2)2'XIO" (1) '4 rn 12 1 i , � . . . ; . . . . . . .. .. cca4 HARDIPLANK, 12 12 HARDIPLANK PT 61RDER HORIZONTAL SIDIN5HORIZONTAL 510IN65, !E QIJTTER5 4 LEADERS 5ECkIRE0 TO W E'-3 (i ALL el.ITTERS 4 LEADERS SNALL BE BAKED z a.U)L6 0) _J2 KALL @ MITE ALLMINIJM D32'MIN GAUGE-6VrTEES 0 x cl) -12— . . . ... SHALL BE 5'SEAMLESS,OB.STYLE IN ALL Z ENDS 0 C? t -Fn It RELATED 4 REOIRED ACCESSORIES. LEADERS PJ06E VENT C) FUDGE VENT I . , z 1� 00 10 SHALL BE MIN.256,021'6MISE IN CLIPS 4 . . . . . . ANCHORS. cAdK 4 5EAL ALL JOINTS. PITCH m w 6VrrEI;G MR I&A-7.PROVIDE P.N/f,. c) =Rm VENT 1 RECEKOR5 5'ABOVE 611 TO RECEIVE to . . . . . . . . . LEADERS(CLOSED CAP DE516NI. OH.- 12 12 -.6.. . . . . . . L2 12 MOM —BEDROOM#3 BE WALL BEYOND . ROOF 0 C47YVaD 1.� I III O.H. _011 O.H. 6ABLE PORCH BEYOND y t 10N. . . . . . . . . . OH'. 2"X6" 5OFFIT BEM5 6 FASCIA BD. z 0 16"OL.W VENTED 0 2 -ST MSTR EIR ERKr BEDROOM#2 . . . . . . . . . . . . . VINYL SOFFIT BRI i I it I I M HT 2 PL HT 11-0 OVER 0 CH. OH. GARAGE --10"50UARE H646 PEWA J I I 1 11 1 1 11 1 LA I I I I I Ili 111 1 1 it 1 11 1 1 11 1 11 1 IN ql 11 1 1 111 CA5T COL"W352 W/ AZEK :�44 OH. z 11 A T- b' 1 FREZE BD. 5WARE FLAT CAP 4 OH. It I I III if I 1 0 CORNER COLUMN TO BE BASE(OR EGK)AQ- MASTER TT_FTI PROVIDED W 5MIT KIT E tE a BEDROOM III I I Hill it I I I I 1 0 WALL BEYOND I LL Ln fY WALL I 11 C4OLIJMN 0— 11 11 1 1111 it wim o C40VERED &ARMErl COLUMN 0 COV15w I 1 0 BEYOND CO%q3w PORCH II PORCH BEYOND BEYOND T7T_ Hill I I Ili 11 11 11111 11 BEYOND z III ,h , 1 ,1111 , 1 111 1111 1 11 1111 111 i i III Hill 11 ly III I I I (�j c) I. II L 14 1 1 1 11 11 1 1111 11 1 1 1 11 11 1 1 1 11 I hY I 1 11 111 1 1 1 11 111 1 1 1 1 1 F H 11� J-1.1 LLI I L LI 11111 11 1111 IN. I5T_E.LOOR_ I I I II it I IN llju 1 11 It I I 1 11 it I I 1 11 11 1 1 1 H I 1 1411111 "I'll, ELEV= C FIN. 15T FLOOR jill 4 FIN.LIEF FIN.IST Is ..sil ELX=V= 01-01 �-r FINE. _O. rississ"I \_ IX4 ARE:TRIM 1X4 AZM TRIM I HOW RATED EXTERIOR I FIRST FLOOR LINEJ -0- s FRONT PORCH BEYOND BEARIN6 WALL Isississill A55EMBLY-5�PETA�b e I Adj F�7 W MIN.B94T OL co FLOOR 5'M`PLI — — — - - — I - - - - - - -I- - -I :,I— — —— — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —— — — — — — — — — — — — — — — — — — — — — — —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —— — — — — — — — — — — — — TYPICAL PORCH 5LA5 4'P.G.5LM(MIN.3500 P51 COC) REINFO%W WITH bxb,10/10 KKM. R16HT 51DE EL LEFT 51DE ELEVATION (BREEZENAY 510E) 10 TAW 4 FILL TO c5%VEN5,11Y N 3116 = 1-0 BREEZEWAY SECTION < I-_ UNIT 99 UNIT 99 NITS. z MODELAl (HOLLY) MODEL Al (HOLLY) Al w 0 RIDISE5 TO AL16N MOISES TO AL16N PJ06E VENT RIDGE VENT 12 HARPIPLANK, 12 12 HORIZONTAL 51PIN6 55 12 HARPIPLAW q eLITTER2 4 LEADERS HORIZONTAL SIDING ALL 611ITTIE16 4 LEADERS 944L BE BAKEDc'j c'i 17 12,® - 12 MITE ALUMINUM D52'MIN.6AI.161E,6VrrER5 c! c! SHALL BE s,SEAMLE%,oe.srrLE IN ALL 12 RIDGE VENT RELATED 4 11 ACCESSORIES LEADERS M06E V ENT 7 10 SHALL BE MIN.2LX3',JM'r7N)6E W CLIPS 7-1 ANCHORS.W CAJILK I SEAL ALL JOINTS. PITCH 61 MR3 MIK 1/57T.PROVIDE PY.C. RECEPTORS J3'ABOVE 6RADE TO RECEIVE . . . . . .. LEADERS WSW GAP DIES115W. 12 OK aB;!E5TORY WALL . . . . . . . . I I it IN 12 `7 z: I . . . . . . 12 BEDROOM#3 1.-0. . . . . . . 12 0 COVERED WALL BEYOND 12PORCM BEYOND z z z z z z 10 0 0 0 0 0 0 014.1 12 .. . ..... Fn Fn �5 <n U) in >. . . . . . All Lu Lu Lu Lu w Lu bxb FASCIA BID. 6- 12 . . . . . . M5TR ER PL r BEDROOM#2 PL HT A7 EiRKF5T PL HT .0. ........... OK OR 11K I I 1 11 it I It 11 1 1 1 11 11 1 1 1 11 11 1 1 1 11 11 1 1 1 1 1 1 1 1 11 1 1 1 11 11 1 1 1 11 it I 1 1 It 11 1 1 111 11 1 1 GARAGE FML HT I 1 11 1 1 it 1 11 1 1 11 1 111 L-U. I 1 11 1 11 1 1 11 1 11 1 1 L 1 11 1 1 11 1 H 1.1, ]-111 11 1 1 1 It 11 1 1 1 11 It I I 1 11 il I I 1 11 1 1r.11m I I 111 11 11 II 6'AZEK I I III it I 1 11 It 11 1 1 111 11 1 1 IIAII I IAII 11 1 1 1 111 1 1 11 111 1 1 11 111 11 . - I ­ L- 014. OH. I I it it I I I it it I I I I I 1 11 1 1 11 1 11 1 1 1 �li11 IIII I7 FRIEM BO. -- ---- it I I IT 1 11 1 1 111 11 1 1IHillIIIIIItIIliltHIIIIII e- MASTER BEDROOM I I 111 11 it I 1 9 z WALL BEYOND it I I 1 11 11 111 1 Mill 11 WALL a 6ARA6E BEYOND FRONT PORCH BEYOND I 1 11 11 1 1 1 11 l 11 11 1 1 1 11 11 1 1 1 11 U ] COL"a COVERED—4 i y I1III1jIIIIIIIIl � J I IIIII it 11111 11 Hill PORCH BEYOND I III I I It III I I I I III I co III III I I it III I I I I I I I I 1 11 11 1 1 1 tl 11 1 1 1 11 11 j I I il 11 1 1 It 'I , I 1 11 1/1 1 11 it I I I 1 11 It I I I I I I w uj _TT"_ lill HI Hill 11 Illv I'll, 1111,11, 1 ssisssil �e > L) I I 1 11 11 1 1 1 H 11 If FIN. 15T FLOQR w w EIN.15T FLOOR FIN. IST FLOOR ELEV= 0'-0" FIN. 15T FLOOR ELEV= 0 1_0... 3 0 < CFO v z IX4 AZM TRIM— L 10 ARE:TRIM Lu U) w —c-a"0 COVERED I HOUR RATED EXTERIOR b mm Folza BEYONDHALL BEARING FD1 ASSEMBLY-ASSEMBLY- 5EE DETAIL: sI (Ell 4 4 I Ad.1 2020 NY`5Ro-C72477h",b) dZi VENTING 5Y5TEM TERMINATION LOCATION: cn THE VENT TERMINAL OF A DIWXT VENT APPLIANCE WID4 AN INPJT OF IOPOO 6111 PER HOUR(3 OR LESS SHALL BE CD UNFIN.B5MT FLOOR. oL JIIIJ tMN.95MT MOM LOCATED AT LEAST 6'FROM ANY AIR OPENM INTO A 5.: — — I i WLDIN&,AV EVA AN APPLIAME WITH AN INFa OVER IOPOO co — — — — — — — — — — — — — — — — — — — — — 6111 PER HOLR BIT NOT OVER 50,000 M PER HOW SHALL BE z z — — — — — — — — — — — — — — — — — — — — — — — — — — — ——— — — — — — — — INSTALLED NTH A q INCH VENT'TERMINATION CLEARANCE,AND E bi — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —— — — — — — — — — — — — AN APPLIANCE WITH M INRJT OVER 50POO 5W FIR HOLJR z < SHALL HAVE AT LEAST A 12 INCH VENT TERMINATION Ur 0 CLEARANCE THE BOTTOM OF THE VENT TERMINAL AND THE AIR INTAKE SHALL BE LOCATED AT LEAST 12'ABOVE 6RADE. C/) .......... ..... ......... ................... I w ❑ Rf- A& nx R1 6HT 51DE ELEYATION OREEZENAY 510E) 2020 ftr5RC,-IZ312.2.1 oaF_ T C/y' LEFT 51 DE ELEVATION IN VNELLIN&UNITS,ME1;tE THE TOP OF THE SILL OF AN Is 3/168 11-0 11 OPERABLE WINDOW OPEN%15 LOCATED LESS THAN 24" 5Ab V-0, ABOVE TIE FINISHED FLOOR AND 6REATE2 THAN 12'ABOVE In, THE FINISHED 6RADE OR OTHER 51.11IRFACE BELOW ON THE w EXTERIOR OF PC WLDIWITIE OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWIN& c) UNIT 100 1 OPENW79 TRAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE co UNIT 100 TO PASS THROUGH THE OPENING IN ITS LAR6E5T OPE`fV 0238A0 *FALL PREVENTION DEVICES,THAT COMPLY WIT14 ASTM F 2090 OFN MODEL A 1 Mf WINDOW OPEN11%COITIRC)I_DEVICE AFTER OPERATION TO (HOLLY) MODEL Al (HOLLY) RELEASE THIE CONTROL 0MC4-:ALLONNS THE WINDOW TO ....... .............I.......... ................... FULLY OPEN,SHAM NOT REDUCE TE wTafmomNi% BER AREA OF THE WINDOW LINIT TO�L1!%T[M 5.1 SWARE FEET. W 'Y016023 . 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SEE ROOF PLAN FOR AU STRUCTURAL FRAMING INFORMAnON f FN I HOUR RATED EXTERIOR BEARING WALL A55EMBLY- 5EE DETAIL: /AD BER 2020 NY5RC-83122.1 w 0 1 6 0 2 3 NOTE: IN VlEWN6 UNITS,WERE TINE TOP OF TIE SILL OF AN OPERABLE WINDOW OPENIN515 LOCATED LESS THAN (n ENGINEERED J015T EF =E*IAUST FAA GENERAL C.ONTRACTOR5 AND 5UBGONTRAGTOR5 TO ONE CARBON MONOXIDE ALARM IN NEW Q SHEET NUMBER 50 GFM INTE2MrrE NT OR REVIEW THE5E CON5TRllGTION DOGUMENT5 UPON RECEIPT ONE AND TWO-FAMILY DNBLIN65, 24'ABOVE TINE FIN&M FLOOR AND 6REATER THAN 12'ABOVE THE FIND 6RADE OR o�SURFACE UNITS 9 9 (MODEL Al ) DUET CLUSTER SHALL NOT BE GUT, NOTE: N0� HD= HOLD DOWN MULTIPLE LYI GIRDER CONNECTIONS: ® nNuouS T AND Dae.LM UNITS IN �+ON THE EXTERIOR of THE WLDIN6,nE OPERABLE WNDOW WALL COMPLY WITH ONE Or TW _ FROM ARCHITECT AND REPORT ANY AND ALL FOUAWNs< W NOTGHED AND HOLES IR MANUFACTURER TO DE516N 5TAIR5 TO FOR ALL MULTIPLE LVL GIRDERS LA6 BOLT 6RCUP R-2 WILDIN6516=0s 4 0 OPENIN65 THAT WLL NOT ALLOW A 4 INCH DIAWfM SPHERE TO PA55 THROUGH THE OPE IN6 IN ITS ALL WINDOWS SHALL BE DI5GREPANGIES INGLUDIN6 ANY DIMEN510NAL CONFLICTS, BORED UNLE55 ALL APPLICABLE CODE5 AND TO " � co-ops)AND TE' OFT�v FOR SALE LAR6EST OPEr�POSITION. Z ANDERSEN 200 SERIES TOGETHER wr I/2 BOLTS® 2-0 O.G.,2 MIN, ® �,,,�,, � MEA9 A 5 O A O CONGT FOR CORRECTIVE IN THE IMt ,ON VICINITY OF 4 FALL PREY@lTION DEIN THAT COMPLY WTH ASTM F 2090 100 (MODEL Al ) SECOND FLOOR PLAN SPECIFIED BY THE REPORT ANY DISGRPRIOR TO AND CONFLICTS p=TEMPER® FROM TOP d BOTTOM, 4 MIN. 4" FROM EN05 DETECTOR MEAWINe6 PRIOR 1O GONSTLL 13E N.DO NOT SCALE BEDROOMS,oN THE LOWEST FLOOR ME WINDOW OPENING CoON ROL DEVICE AFTER OPERATION TO RELEASE THE CONTROL DEVICE ALLOWNG (n MANUFACTURER PER TO THE ARCHITECT PRIOR TO STAIR FABRICATION. GLAZING DRAWINGS.DIMEN510N5 SHALL ElE CALCULATED AND LEVEL coNTA1NINs A4 THE HHXH TO FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPE NINE AREA OF THE WINDOW UNIT TO W GORE 94OKE IDE ECTO R NEVER 5GALED UNLESS OTHERWISE NOTED. 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W Q E ARC 2k 6'EXTERIOR WALLS W 9 U 0�5�OgE T O`/FQ 6'(R-21)BATT INSULATION Q �� CIA MIN(6)P�GONNCG110N OF BOLTS- Lu ROOF RAFTER t CEIL JOIST (Top t BOTTOM) U c� 2k 12'GEIL J015T5 0 e 16 oc 0 2'x Io'ROOF RAFTER ❑ ��F NE`Ny e 16'o0 INUMBER PLAN VIEW w 2016023 AU GUTTERS LEADERS SHALL 8E BAKED WHITE ALUMINUM .032" (MODEL UET CLUSTER = SHEET NUMBER MIN.6AU6E,C-AM-ER5 SHALL 13E 5"5EAMLE55,0.6.5TYLE W/ALL INSTALL ICE AND HATER SHIELD PER UNITS 99 Al )) & R TO RELATED 4 REQU►RED AGGE550RIE5. LEADERS SHALL BE MIN. `:: AREA V oto OTTROOz DETAIL OF ROOF RAFTERS 2 MANUFAGIURES SPEGIFIGATIONS TO :>�; ;:: Lsu1LT oven ANOTTiER 2'x3',.027"6AU6E W/GLIP5 I ANGHOR5. CAULK E SEAL ALL MAINTAIN PRODUCT WARRANTY 100 (MODEL OOF PLANHIGH CEILING JOIST CONNECTION JOINT5. PITGH 6UTTER5 MIN. 1/8/FT.PROVIDE P.V.G.RECEPTORS Al )) A- 5 8"ABOVE 6RADE TO RECEIVE LEADERS(CLOSED GAP DE516N). Wol NTS. COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED