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HomeMy WebLinkAbout42367-Z �4�gUFFacKcOG� Town of Southold 1/26/2020 P.O.Box 1179 53095 Main Rd G+y�, o�� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40284 Date: 3/27/2019 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 4 Harvest Pointe Ln Unit 80, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-1-48 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/24/2018 pursuant to which Building Permit No. 42367 dated 2/13/2018 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with unfinished basement, front and rear covered porches and attached two car para a as applied for. (Unit 80) The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0134 1/22/2019 ELECTRICAL CERTIFICATE NO. 42367 1/9/2019 PLUMBERS CERTIFICATION DATED 3/15/2019 All olk Plumn Cont. 00 th 0 d Signature o�s��oc,r�vTOWN OF SOUTHOLD BUILDING DEPARTMENT y a TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42367 Date: 2/13/2018 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. (Unit 80, A unit) At premises located at: Harvest Pointe Ln Unit 80, Cutchogue SCTM # 473889 Sec/Block/Lot# 102.1-1-48 Pursuant to application dated 1/24/2018 and approved by the Building Inspector. To expire on 8/15/2019. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,923.20 CO -NEW DWELLING $50.00 Total: $1,973.20 rh uilding Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: I. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. .2. Final Approval from Health Dept. of water supply and sewerage-disposal (8-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. =4. Sworn statement from,plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or'buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of 0ccupancy'is denied,the Building Inspector shall state the reasons therefor in writing'to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.00 / L Date. New Construction: Old or Pre- xisting uild' g: ,(check o e) Location of Property: 9( " V 7o Q House No. treet Hamlet Owner or Owners of Property: t�eK Z ,� "wzZ- f �� Suffolk County Ta Map No 100 , Section_ �0�� / Block Q / Lot �b �ubdivisio 6,4 _ Co 1Vpp� �Eiled Map. `T �� Lot: �O Permit No. 4Cen ate of Permi . Applicant: (IM6 t� Health Dept. Approval: S S Underwriters Approval: 'Planning Board Approval: Request for: Temporaryate Final Certificate: lie k one) Fee Submitted:$ o- I A lica Si nalre CONSENT TO INSPECTION the undersigned,do(es)hereby state: Owner(s)Na e(s) That the underftni d( s�(ar�)the o ergs)o the remise anuthT n of Southold,located at 1Y1� (/04 which is sh w n„anld designated on the Suff 1 eun�Tax Map as District 100 , Section , lock 6 ,Lot _ That the undersigned(has)(have)filed,or cause`4o be filed,an application in the Southold Town Build jn ector's ffice fqr the f lowing: v o0 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: s &ijn1MureVj r)rH16.,— '(Print Nam (Signature) (Print Name) OF SOI�r'y®l Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 ® �Q roger.richertatown.Southold.ny.us Southold,NY 11971-0959 Q couffm BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Rimor Development LLC Address: 4 Harvest Pointe Lane (Unit-80) city:Cutchogue st: New York zip: 11935 Building Permit#: 42367 Section. 102.1 Block: 1 Lot: 48 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MTM Electric License No: 3700-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 150A Heat GAS Duplec Recpt 45 Ceiling Fixtures 15 HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt 4 Wall Fixtures 5 Smoke Detectors 3 Main Panel 150A A/C Condenser 1 Single Recpt 1 Recessed Fixtures 35 CO Detectors Sub Panel A/C Blower 1 Range Recpt 20A Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt 30A Emergency FixtureTime Clocks Disconnect 150A Switches 3$ Twist Lock Exit Fixtures TVSS Other Equipment: 2- Combination Smoke/CO Detectors, 3- Bath Fans, 12ft. Plug Mold, 9- ARC Fault Circuit Breakers, 6- Combination GFCl/ARC Fault Circuit Breakers. Notes: Inspector Signature: Date: January 9, 2019 0-Cert Electrical Compliance Form As - 'og Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 Nil BUILDING DEPARTMENT TOWN OF SOUTHOLD MAR 1 5 2019 L T. CERTIFICATION Date: Building Permit No. Owner: LG C- (Please print) Plumber: l scj-cok�< (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (PlumWrs Signature) Sworn to before me this day of ftkm o f CA ANNA FIORITA Notary Public,State of New York Req.No.0IF16368364 Qualified in Suffolk C�un Notary Public, S�L-9 It County cornm1wolon ExPires S v�Togo OF OOlyo<o # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPEC PON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION [ FR ING /STRAPPING [ ] FINAL [ IREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: �iIIPtYY� � I, 0,1 DATE l INSPECTOR "' SOF SOUly �h 1-4 H O o�ycou TOWN OF -SOUTHOLD BUILDING- DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] `FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ! t9%-j I 1` s v✓ D�! d 24 S 0� lS r ©1 DATE >41 f INSPECTOR SOUT9 �0� Ol0 �ycoum,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 - INSPECTION [ ] F NDATION 1ST [ ] ROUGH PLEIG. [ FOUNDATION 2ND A16 [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARK DATE INSPECTOR OF SOUTyQ6 # TOWN OF SOUTHOLD BUILDING DEPT. °ycou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE �� INSPECTOR 'r' q OF s//l v A TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION - - FOUNDATION 1ST [ ]�RGH PL13G. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] F SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ E CTRICAL (FINAL) [ ] CODE VIOLATION [%0;e-'CAU LKI N ] CAULKIN REMARKS: O C*&u i bohp- n5 y 41�oww ' r DATE INSPECTOR OF SOUIyo� # TOWN OF SOUTHOLD BUILDING DEPT. courm 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. l (� Lai [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) '] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE �' INSPECTOR�i `�' �O��pE SOUIy�� # # TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802, INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I SUL [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: w� Cpit R.Mvk fa vv �("1nvl 1-016 vii/ �0✓wv [ZbAe� 10 L i � l► � �S DATE 1 - INSPECTOR, # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULA/TJJI��ON [ ] FRAMING /STRAPPING [ FINAL !'`L'` [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: f). A/4- C DATE INSPECTOR - •�" N,r; ,' � #.M s¢`a; =j;•,�' CRCH ARCHITECTURE EPC 37.50 EXPRES {,' •* '�, °'-';�r<� S DRIVE SOUTH ��:• � Yom` SUITE 202 ISLANDIA, NY 91749 .?,:..:x{c«f"�.•"e1z,..�isM>''�s..�a":,.'} u's:.w'#.:,:�.x}:r ii,:.ws;#aF.:rt.n;fu r..',s.;:.:;.+.eu.��°.�.:;«xw.�At�itw..a.....? VWVW.GRCHARCHITECTURE.COM (631)864-3395 November 14, 2018 Town of Southold1= -t '`-'�I ,J Building Department '. 53095 Route 25 MAR 1 5 2019 PO Box 1179 Southold NY 11971 ^Yi ; _T. Attn. Ms.Amanda Nunemaker Plans Examiner ' Re: Harvest Pointe at Cutchogue Dear Ms. Nunemaker, The following two insulation products noted below have been selected for their flame/smoke spread properties to meet the requirements of the New York State Residential Code for both spray foam and draped blanket insulation exposed in basement condition. Spray Foam Insulation at Rim Joist: Sill Plates Headers and Rim Joist (Residential Code Section R316.5.11 Maximum thickness 3%" (provided±3") Flame spread index 25 or less and smoke-development index of 450 or less is.provided: , Provided/Installed Bayseal Closed Cell Spray Foam Insulation report less than 4" (see products sheet) provides flame spread index of 25 or less and smoke-development index less than 450 in accordance with ASTME84. Draped Foundation Wall Insulation Blanket (Residential Code Section R302.10.1 Insulation materials, including facings shall have a flame spread index not to exceed 25 with an accompanying smoke. Development index not to exceed 450. Provided/Installed: "Ecotouch Flame Spread 25 Fiberglass Insulation: (see product cut sheet) Provides a flame spread Index of less than 25 and smoke-development Index less than 50 in accordance with ASTM espectfu ly submi ed, =�o�ERr Glen Cherve y IA, LE AP Principal s 9 oz3s�o OQ` GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLANDw NY 11749 WWW.GRCHARCHITECTURE.COM (631)864-3395 March 14, 2019 Town of Southold F --1 Ll q L-I Building Department 53095 Main Rd MAR 1 5 2019 P.O. Box 1179 Southold,NY 11971 77. Attn. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Cutchogue,New York Unit 80 -Permit#42367 Dear Inspector Verity: Please be advised that the basements of the above referenced units constructed on site meet the requirements for i i ed space as defined in the 2015 IRC and Energy Code as well as the 2017 Code Supplement. Respp%lctfiilly s bmitted, D A&C, or f e s b ozERT Cy C1\ Glen pherveny, AIA, LEED AP Pr' ipal (P 023 OF N e Manual S Compliance Report Job: - 1- wr_ightsoft® Date: 1/3/2019 Entire House By: Energy Testing Services... Energy Testing Services LLC Plan: Model A(Laurel) 1648-A Locust Ave,Bohemia,NY 11716 Project • • For: 4 Harvest Pointe Lane Cutchogue, NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 83.0°F Sensible gain- 26311 Btuh Entering coil DB: 76.5'F Outdoor design WB: 71.0'F Latent gain: 3492 Btuh Entering coil WB: 63.4'F Indoor design DB: 75.0°F Total gain. 29803 Btuh Indoor RH. 50% Estimated airflow: 1200 cfm Manufacturer's Performance Data at Actual Design Conditions Equlpmenttype. Split AC Manufacturer Generic Model: SEER 16 Actual airflow. 1200 cfm Sensible capacity: 25200 Btuh 96%of load Latent capacity- 10800 Btuh 309%of load Total capacity: 36000 Btuh 121%of load SHR- 70% Heating Equipment Design Conditions Outdoor design DB 10.0°F Heat loss- 50540 Btuh Entering cod DB 63.3°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: 948 cfm Output capacity. 52000 Btuh 103%of load Temp rise. 50 'F MAR 1 5 2019 Meets all requirements of ACCA Manual S 71 wrightsoitg 2019Jan-0416 37 43 Right-Suite®Universal 2018 180 32 RSU20066 Page 1 /�j� .,Model A MAN JSD\Rimor Model A MAN JSD JA rup Calc=MJ8 Front Door faces W Residential Plans ExaminerReview F• Form ACCP/r`r•+ RPER 1 ® for Design • • 15 Mar 09 !!tCaxOmYg Cmta�s dNrerd Header Information Contractor Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets) Yes E] No F-I Mechanical license or MJ 1 A Form*(and supporting worksheets): Yes E] No F1 OEM performance data(heating,cooling,blower) Yes 0 No R Building plan;W Manual D Friction Rate Worksheet Yes El No R Duct distribution sketch Yes Ei No R Home address(Street or Lot#,Block,Subdivision)4 Harvest Pointe Lane Cutchogue,NY 11935 Model A(Laurel), Entire House HVAC LOAD CALCULATION40 Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature 10 *F Orientation Front Door faces West Indoor temperature. 68 'F North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss 50540 Btuh Number of bedrooms 2 Conditioned floor area 3789 ft2 Summer Design Conditions Number of occupants 3 Outdoor temperature 83 *F Indoor temperature. 75 °F Windows R0"t Grains difference 30 gr/Ib @50% RH Eave overhang depth 10.0 ft Sensible heat gain 29898 Btuh Internal shade blinds - Blinds,drapes,etc. Eeve Latent heat gain 3869 Btuh Depth Window Total heat gain 33867 Btuh Number of skylights 0 EQUIPMENTHVAC ON .0 Heating Equipment Data Cooling Equipment Data Blower Data Equipment type Gas furnace ETuipment type SphtAC Heating cfm 948 Furnace,Heat pump,Boiler,etc. it Conditioner.Heat pump,etc. Cool ng cfm 1200 Model Generic Model Generic Static pressure 0.60 in H2O AFUE 92 SEER 16+ Fan's rated external static pressure for design airflow Heating output capacity 52000 Btuh Total cooling capacity 0 Btuh Heat pumps-capacity at winterdesign outdoor conditions Sensible cooling capacity 0 Btuh Aux heating output capacity. 0 Btuh Latent cooling capacity 0 Btuh HVAC DUCT DISTRIBUTION •1 Design airflow 1200 cfm Longest supply duct 419 ft Duct Materials Used Equipment design ESP. 0 60 In H2O Longest return duct 206 ft Trunk duct Sheet metal Total device pressure losses: -0,6 in H2O Total effective length(TEL): 625 ft Available static pressure(ASP): 0.01 In H2O Friction rate: 0.002 in/100ft Branch duct Round flex metal,Sheet metal Friction Rate=ASP=(TEL x 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 wrightsoft' Right-Suite®Universal 2018 18 0 32 RSU20066 Load Short Form Job: - - wrightsoft® Date: 1/3/2019 Entire House By: Energy Testing Services... Energy Testing Services LLC Plan: Model A(Laurel) 1648-A Locust Ave,Bohemia,NY 11716 Project • • For- 4 or4 Harvest Pointe Lane Cutchogue, NY 11935 Design Information Htg Cig 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/ 1471 cfm Daily range - M Inside humidity(%) 50 50 Moisture difference(gr/Ib) 44 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Cod AHRI ref Efficiency 92 AFUE Efficiency 12 8 EER, 16 SEER Heating input 56522 Btuh Sensible cooling 25200 Btuh Heating output 52000 Btuh Latent cooling 10800 Btuh Temperature rise 50 °F Total cooling 36000 Btuh Actual air flow 948 cfm Actual air flow 1200 cfm Air flow factor 0 020 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 060 in H2O Static pressure 060 in H2O Space thermostat Load sensible heat ratio 088 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Den 189 3444 2747 70 128 Kitchen 254 2199 2143 45 100 Dinning 76 2440 1423 50 66 Living Room 293 5535 2707 112 126 Foyer 173 3863 1365 78 64 Master Bed 299 3057 1883 62 88 Master Bath 109 2361 1025 48 48 WIC 77 975 129 20 6 Mud Room 47 861 636 17 30 Bath 1 39 396 84 8 4 Stair 1 62 0 0 0 0 Hall 73 0 0 0 0 Bed 2 147 8074 8926 164 415 Bath 2 47 4173 1888 85 88 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed 2019-Jan-04 16 37 43 wrightsoft® Ri ht-Suite®Universal 2018 18 0 32 RSU20066 V�,4A eaw•rwmwuan:�rio,..n 9 Page 1 ACCK or Model A MAN JSD\Rimor Model A MAN JSD JA rup Calc=MJB Front Door faces W Loft 227 0 0 0 0 Basement 1679 9318 824 189 38 Entire House 3789 46696 25780 948 1200 Other equip loads 3844 530 Equip. @ 0.88 RSM 23153 Latent cooling 3492 TOTALS 3789 50540 26646 948 1200 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed -F�i-wrightsoft° 2019,Ian-04 16 37 43 � pNAMNDnbNnlWti•nl[mnpxq Right-Swte®Universal 2018 18 0 32 RSU20066 Page 2 '�iCA or Model A MAN JSD\Rimor Model A MAN JSD JA rup Calc=MJ8 Front Door faces W t S Pro ecumma Job: -Fb- wrightsoft® � � Date: 1/3/2019 Entire House By: Energy Testing Services... Energy Testing Services LLC Plan: Model A(Laurel) 1648-A Locust Ave,Bohemia,NY 11716 Project • • For: 4 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 Dally range M Relative humidity 50 % Moisture difference 30 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 43796 Btuh Structure 22309 Btuh Ducts 2900 Btuh Ducts 3471 Btuh Central vent(60 cfm) 3844 Btuh Central vent(60 cfm) 530 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 50540 Btuh Use manufacturer's data n Rate/swing multiplier 0.88 Infiltration Equipment sensible load 23153 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial) /2 Pressure/AVF 50 Pa/ 1471 cfm Structure 2016 Btuh Ducts 233 Btuh Central vent(60 cfm) 1244 Btuh Heating Cooling Outside air Area(ftz) 3789 3789 Equipment latent load 3492 Btuh Volume(ft) 29415 29415 Air changes/hour 0.32 014 Equipment Total Load(Sen+Lat) 26646 Btuh Equiv.AVF(cfm) 155 69 Req total capacity at 0 70 SHR 28 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Cod AHRI ref Efficiency 92AFUE Efficiency 12.8 EER, 16 SEER Heating input 56522 Btuh Sensible cooling 25200 Btuh Heating output 52000 Btuh Latent cooling 10800 Btuh Temperature rise 50 °F Total cooling 36000 Btuh Actual air flow 948 cfm Actual air flow 1200 cfm Air flow factor 0.020 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 088 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. WeigFflsoft" 2019-Jan-04 16 37 43 AI7= or M'o'da.,n.w.,r. .. Right-Sude®Universal 2018 18 0 32 RSU20066 Pagel el A MAN JSD%Rimor Model A MAN JSD JA rup Calc=MJ6 Front Door faces W N 7� Second Floor Sup Poser Ret Riser 26x16 22" 22" � 04 cfm 26 16 Loft 105cfm Bath 249 cfm 14" 10x16 Bed 2 14" L249 cfm Job#: Energy Testing Services LLC Scale: 1 : 104 Performed by Energy Testing Services L... Page 1 1648-A Locust Ave Right-Sude®Universal 2018 4 Harvest Pointe Lane Cutchogue,NY 11935 Bohemia,NY 11716 18 0 32 RSU20066 2019-Jan-04 16 37 59 JSD\Rimor Model MAN JSD JA N Main Floor 11105 CfI I Dinning 79 dm �Master Bath 151 cfm 58 dm Master Bed Broan Exhaust Fan Model L150 Living Room KAchen 60cfm Energy Sup Riser Ret Riser Star continuous 26 x 16 22" Use Timer Hall 120 cfm wic 90 dm 24 cfm Mud Room 36 c[Mth 1 LT Stair 1 Foyer Den 94 dM,, to �`153 dm Garage Job#: Energy Testing Services LLC Scale: 1 : 104 Performed by Energy Testing Services L... Page 2 4 ue,NY 11935 1648-A Locust Ave Right-Sude®Universal 2018 Harvest Pointe Lane Cutcho g Bohemia,NY 11716 18 0 32 RSU20066 2019-Jan-0416 37 59 JSD\Rimor Model MAN JSD JA . N 7� Basement 114 dm 22" 4x16 9" 114cfm TIO-1- - — — 10" 87" — — — — — — — -� Make up air 60cfm Sup Riser Ret Riser 32 x 16 22 26 x 16 I 22" /r Skuttle Model 2161 X Ib 10' 6 x 16\17 Base ant 8 x 16 4" 26�� 8x16 Il 5 4x16 4 113 dm 9' 10" 113 cfm Job#: Energy Testing Services LLC Scale: 1 : 104 Performed by Energy Testing Services L... Page 3 1648-A Locust Ave Right-Suite®Universal 2018 4 Harvest Pointe Lane Cutchogue,NY 11935 Bohemia,NY 11716 18.0.32 RSU20066 2019-Jan-0416.37:59 JSD\Rimor ModelA MAN JSD JA . Duct System Summary Job: - - wr_ightsoft® Date: 1/3/2019 Entire House By: Energy Testing Services... Energy Testing Services LLC Plan: Model A(Laurel) 1648-A Locust Ave,Bohemia,NY 11716 Project • • For- 4 or4 Harvest Pointe Lane Cutchogue, NY 11935 Heating Cooling External static pressure a60 in H2O 0.60 in H2O Pressure losses 059 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 0 002 in/100ft 0 002 in/100ft Actual air flow 948 cfm 1200 cfm Total effective length(TEL) 625 ft SupplyBranch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg Eqv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk Basement h 4659 114 23 0.003 131 16x 4 MtFx 44.5 180.0 St3A Basement-A h 4659 113 23 0.002 14.4 16x 4 MtFx 56.3 310.0 st5 Bath 1 h 396 10 5 0.003 4.0 Ox 0 MtFx 40 5 180.0 st3A Bath 2 c 1888 102 105 0.002 9.0 Ox 0 ShMt 70 5 220.0 st2 Bed 2 c 4463 98 249 0 002 140 Ox 0 ShMt 91.5 250 0 st2A Bed 2-B c 4463 98 249 0 002 14.0 Ox 0 ShMt 818 225.0 st2 Den c 2747 84 153 0 004 100 Ox 0 MtFx 22 8 160.0 st3 Dinning c 1423 59 79 0 005 8.0 Ox 0 MtFx 12.5 130.0 st1 Foyer h 3863 94 76 0 004 9 0 Ox 0 MtFx 37.8 140.0 st3 Kitchen c 2143 54 120 0.005 10.0 Ox 0 MtFx 4.0 1300 st1 Living Room c 2707 135 151 0.004 10.0 Ox 0 MtFx 20.3 150.0 st3 Master Bath h 2361 58 57 0 002 7 0 Ox 0 MtFx 53.8 3650 st5A Master Bed c 1883 74 105 0.004 9.0 Ox 0 MtFx 40.8 130.0 st3 Mud Room c 636 21 36 0.002 5 0 Ox 0 MtFx 43.3 2450 st5 Wlc h 975 24 7 0.002 4.0 Ox 0 MtFx 53 8 365.0 st5A Bold/italic values have been manually overridden 2019-Jan-04 16 37 43 wrightSoftm 6 _ 6eww.,e,�.u..,i,d„r-r�r Right-Buda®Universal 2018 18 0 32 RSU20066 Page 1 X%. or Model A MAN JSD\Rimor Model A MAN JSD JA rup Calc=MJ8 Front Door faces W Supply Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (In) Material Trunk st5A Peak AVF 81 64 0 002 122 12.4 16 x 6 ShtMetl st5 st5 Peak AVF 216 123 0 002 243 17.9 16 x 8 ShtMetl st3A st1 Peak AVF 113 199 0 005 224 139 16 x 8 ShtMetl st2A Peak AVF 98 249 0 002 224 18.1 16 x 10 ShtMetl st2 st3 Peak AVF 726 637 0 002 204 28.1 16 x 32 ShtMetl st3A Peak AVF 339 151 0 002 218 21.1 16 x 14 ShtMetl st3 st2 Peak AVF 298 604 0.002 209 252 16 x 26 ShtMetl TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (In) Opening(in) Matl Trunk rb4 Ox 0 114 23 117.5 0.003 208 10.0 Ox 0 MtFx rt1 rb3 Ox 0 612 790 102.3 0.003 214 26.0 Ox 0 MtFx rb2 Ox 0 298 604 206.0 0.002 229 22.0 Ox 0 ShMt rt1 rb1 Ox 0 113 23 0 0 0 0 Ox 0 MtFx TableReturn Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt1 Peak AVF 412 627 0.002 238 22.0 0 x 0 ShtMetl Wrightsoft- 2019-Jan-04 16 37 43 Right-Suite®Universal 2018 18 0 32 RSU20066 Page 2 ACC& or Model A MAN JSD\Rimor Model A MAN JSD JA rup Calc=MJ8 Front Door faces W rdame Energy Radng Cerflfflkate D i=.a .; Property HERS A- Laurel Model RatingType: Confirmed Certified Ener Rater: Michael Caruso '~ vp Energy MAR 1 5 2019 Harvest Point Rating Date: 2019=02.18 Rating Number: MC084 4 Harvest Point Ln Registry ID: 426487322 Tn Tyv-F'tY Cutchogue, NY 11935 Estimated AnnuafEriergy'Co'sfi cn"-Y:D Use MMBtu Cost Percent HERS Index: 54 Efficient Home Comparison: 46% Better Heating 64.0 $1290 70% General information Cooling 1.4 $55 3% Conditioned Area 3674 sq. ft. House Type Single-family detached Hot Water 10.0 $178 10% Conditioned Volume 38531 cubic ft. Foundation Conditioned basement Lights/Appliances 23.2 $316 17% Bedrooms 2 Photovoltaics -0.0 $-0 -0% Service Charges $16 1% Mechanical Systems Features Total 98.6 $1855 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 116.00 CFM25. 2015 International Energy Conservation Code Ventilation System Exhaust Only: 100 cfm, 23.2 watts, ECCC New York State 2016 Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under Sealed Attic NA Exposed Floor R-39.0 Vaulted Ceiling NA Window Type U-Value: 0.290, SHGC: 0.280 Above Grade Walls R-21.0 Infiltration Rate Htg: 1755 Clg: 1755 CFM50 Foundation Walls R-13.0 Method Blower door 175"5 NI p CC) min r�� = �• C 14 �� Energy Testing Services LLC. Lights and Appliance Features 1648 Locust Ave Unit A Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Natural gas Bohemia, NY 11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Natural gas 631-244-2627 Refrigerator (kWh/yr) 623 Clothes Dryer CEF 3.93 Fax# Dishwasher (kWh/yr) 269 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate- Residential Energy Analysis and Rating Software v15.7.1 This information does not constitute any warranty of energy costs or savings. 01985-2018 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Energy Testing Services 2019 Combustion Safety Testing Form Certified Home Address: 4 Harvest Point City: Cutchogue Builder Name: Harvest Pointe Builder Tracking# Combustion Appliance Zone(CAZ)# of Location of this CAZ: Basment (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2019-02-14 Outdoors Temp During Test: 35 of CAZ Depressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: t PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No❑✓ Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: Heating System Primary: Yes❑✓ No a Type: Furnace 91 Boiler II Heat Pump Q Other n t a Venting Type 3 Drat Sin llape Sia Mage CO CO Efficiency' Fuel Tvpe Circle Type) Pascal (Worst Case) (Natural) (Worst Case) (Natural Rating:95.0 N_❑✓ P❑O❑E❑ N❑N❑Mp S_0 NSA Pa. Pass❑✓ Fail❑_ Pass❑✓_Fail❑ NSA ppm N/A PPM Yes ❑✓ Tie: Standard TankaIndirect Tankless El Size: 75.0 Style Common Vent Water Heater Primary: No Instantaneous Commercial SeeNoteSbelow (Gallons 4 n ❑ ( ) ) Stand Alone Q✓ E tcien Firel Tvpe a Venting t Type 3 Draft Sin llage Spillage(Natural) CO CO - (Circle Type) (Pascal) (YYorse Case) - (Worse Case) (Natural) ED 0.69 N❑✓ P❑O aEf:1 N❑M❑✓ S❑ N/A Pa. Pass❑✓ Fail❑ Pass❑✓_FailFl N/A PPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes 0 No❑ Oven CO 8 PPM Ambient CO(During Oven CO Testing) 0 PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal z Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft testis required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or O haned) 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 Caruso Rater Number: 7960376 Rater Signature: ���� 9 - Date: 2019-02-14 APPLICANT: S.0 T M. 1000 (Property owner,Design Professional,Agent,Contraaor,Other) -�,- bOStir h" CHAPTER 236 NAME. 4eIAy.!( LIF? - Section 8!«k Lot ST®R1V1�'�'1 TER " DRAD �� All 1 5 X019 9 �¢N� (031 foP1� 2oG� Date r� Iq ., _N��1 INSPECTI®leT REPORT FO - COMPLETED Indicate All Site Work that has been completed Checking Yes/.No or"NA„ DESCRIPTION Of SITE,INOBK TO BE COMPLETED YE NO 'NA Submit Documentation for Compliance to the Engineering Department for Review&Approval.` '' " ` -JD a. Maintenance of'Erosion&Sediment Controls 00, b. Limits of Clearing& Area-of Proposed Land Disturbance. ��C]'C 1AA SST Cif - c. Condition of Stockpiled Soils. Q d. -Verification of Size&Depth of Leaching Pools. [� _, , ALj Kn1 WAYS RA10 65Gd i e. V.erirication of Drain Pipe Installation/Concrete Parging: � 1C f. Driveway Installation within the Town ROW-Highway Specifications ti g. Final Site Grading-Effect on Adjacent roperty U��C ? h. Inspection of Gutter&Leader System-Drainage UAIT6 HPIV61569 1h PL51ED IRA i. - i. nstalation of proposed Swimming Pool and discharge ring. ��C j. inspect ion of Construction Entrance/Staging,Area(s). GQ IV k k. Location of -ro osed concrete washout area(s). --- A Final inspeciluri Retiort'must b( ofCcrtiricate'6f Obi u[ahcv. The applicant["- thiee"oht'ionsforrtttiFicationofdraiDiane ID D711atinrri �k OPTION t:`1. Certification of Drainage Installation with As-Built drawings prepared&Sealed by a Registered Design Professional Licensed in the State of New York. OPTION':2. Photographs showing placement of all drainage structures with appropriate background indicating location of all structures and drainage piping. OPTION Site Inspection of open excavation prior to complete backf ill and a written approval from the Town Engineering Department. OPTION*:1. OPTION".2. Provide Certification of Drainage Installation with As-Built drawings prepared Submit Photographs to the Town Engineering Department showing placement &Sealed by a Registered Design Professional Licensed in the State of New York. of all drainage structures with appropriate background indicating location Professional Certification&As-Built Drawings must be submitted to the of all installed structures and drainage piping&site grading. i Town Engineering Department. I TOS Review NOTES: TOS Review NOTES: o� SOD !I,A4 B15EN INSTAII-Oa - - w ? FOR ENGINEERING PARTMENT USE ONLY**** Additional Work is Required for Approval. Reviewed& ® SMCP Installation is Not Complete. (See Notes Above) ApprovedBv: — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Plan Installation has been i Date: rG8 / Inspection : _ Completed & Approved by the Engineering Department. FORM SWCP Inspection Report Form-TOS October 2014BELS/ f ! ' OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex '%®f so��� P.O.Box 1179 54375 State Route 25 ® Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Telephone: 631 7fs5-1938 Southold,NY `zS' ; vvww.southoldtovvn y.goe cou PLANNING BOARD OFFICE _ TOWN OF SOUTHOLD '1J March 12, 2019 L MAR 1 5 2019 Mr. Henry Alia TF T j ; - Rimor Development LLC P.O. Box 908 ' I Cutchogue, NY 11935 Re: Approved Residential Site Plan The Heritage @ Cutchogue aka Harvest Pointe 75 Schoolhouse Rd., corner of Schoolhouse Rd. & Griffing St., Cutchogue S&M#1000-102-1-33.3 Dear Mr. Alia: The Planning Board has found that the requirements for Units# 19-22, 77-82, 123 & 124 of the above-referenced Residential Site Plan have been completed based on submitted materials and the site inspection made March 1, 2019. These units and the supporting infrastructure on site are now in general conformance with the approved site plan dated September 26, 2017 and the Planning Board supports the issuance of a Certificate of Occupancy for these twelve (12) units. Please note that there are many ongoing conditions.of.the site plan approval,-with the most relevant to the occupancy of the residential units being no parking of vehicles, equipment, or dumpsters and no staging of materials on the internal streets being used by residents. This letter does not condone any changes from the approved site plan and approvals from other agencies; Planning Board approval is required prior to any significant changes to the site. Respectfully, r d _ Donald J. Wilcenski- Chairman cc: Michael Verity, Chief Building Inspector James Richter, Stormwater Manager COMMENTS MIN FOUNDATION Vii.. v ILP,'MIS M m ff ---------------------------- ROUGH FRAMING PLUMBING MAI m INSULATION PER N.Y-. 1p m- 'm STATE ENERGY CODE lWo D i1�1 •M '- '�� ADDITIONAL COMMENTS ln� 1h t� / • TOWN OF SOUTHOLD BUILDING,PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT - - - Do you have or need the followin-Aefore'applying? TOWN HALL Board of Health SOUTHOLD,NY-11971 4 sets of Building Plans TEL: (631) 765-1802 - Planning Board approval FAX: (631) 765-9502Survey Southoidtownny.gov __. { _-- PMMIYNO: _ �' Check Septic Form N.Y.S.D.E.C. Trustees �y r C.O.Application Flood Permit Examined 23 _20 ` u ,8in leg P .&.Se arate J A N 2 2 ZOtB Truss Identification Form Storm-Water Assessment Form r I '171 ; "s Contact: �� d• J ox 1 Approved ,20 TG_IN Os mSOITI'HOLD Mail to: Disapproved a/c t Phone: Expiration ,20 _ 4 'Spector D ,V2017 0VA CATION-FOR'BUILDING PERMIT_ Date 20 -- INSTRUCTIONS a..This alfp iEzfti6HL- SIT,F2completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 t sets of plans, aTQIWWM 5 W.Lff ee according to schedule. b. Piot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this-application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection-throughout-the work. e.No-building shall be occupied or used-in whole or in part.for any purpose what so ever until-the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the-work-authorized has not commenced-within 12 months after the date of issuance or has not been completed within-18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector inay�authorize,-in-writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building-Departinent for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of.Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing"code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or hame,if a corporation) 4q X11: (Mailing address of applicap State whether applicant is owner; lessee, agent,,architect, engineer, general contractor, electrician, plumber or builder bn e to Name of owner of premises ltrna lr LLC (Ason thd tax roll or-latest deed) If applicant is a•corp ation, signat re of dul a onzed oMice (Name and title of cor rate officer G{ e Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. I. Lo - 'oq f 1 d on 'k ilh`' „do'' w i r posed k� 60 House Number Street i h".i- Hamlet County Tax Map No."1000-_Section d� �'Block Lot "�6J D Subdivision Filed Ma °NTo. Lot oe 1 p --- - - _. State existing use and occupancy of premises and intended'use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy CO r-� p I Nature of work(check which applicable):New Building Addition Alteration 1, Repair Removal Demolitioii,a• `' f,.r ';. 'Other Work 2 1 ;;1 i_ T (Description) 4. Estimated Cost 3 a 000 " Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units t Number of dwelling units on each floor If garage, number of cars e 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number-of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entre rl w Construction: Front a I ear i�- 7q ' ' Depth_ J Height �'7 Number of Stories L- h9 tt�,,e!u l"-A 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12 Does proposed construction violate any zoning law, ordinance or regulation?-YES NO 13. Will lot be re-graded? YES V<10 Will excess fill be removed from premises? YES' NO ,yKoc� �PAr s t •O . �JCX Cog 14. Names of Owner of premises LL--C— I Address C11- cg 'qPhone No. -78 � Name of Architect t e 0 Address —t tQ qPhone No 3 9� Name of Contractor gaAnre- Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO- y _ IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REJa{JIRE_ D. b. Is this property within 300 feet of a tidal wetland? * YES NO IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point ori property is at 10 feet or below, must provide topographial data on survey. 18. Are there any covenants and restrictions wit respect to this property? * ES ��NO x IF YES, PROVIDE A COPY. h �� !ti; lQ y�n v �, T STATE OF NEW YORK) SS: COUNTY OF rl (14— being duly sworn, deposes and says that(s)he is the applicant (Name of individual signin contract)above named, (S)He is the (Contractor,Age t, 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 knowledge and belief, and that the work will be performed in the manner set forth in the application filedadfule .l� gt}NCp{ Notary Public,State of New York // Swor{ tto before me thi No.01BU6185M I�'� day of 20�� Qualified ih Suffolk County.' L commission Expires April 14, l �►--P L pq�v ^ , Notary Public (Aignk6re of ppl' nt OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex *pF SO(/jP.O.Box 1179 54375 State Route 25 � Ol0 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold,NY [ [ Telephone: 631765-1938 G www.southoldtownny.gov COU ,��.` PLANNING BOARD OFFICE TOWN OF SOUTHOLD p ' `:-3 D FEB _ 72018 MEMORANDUM TOWN OF SOtTTHOLD To: Michael Verity, Chief Building Inspector From: Donald J. Wilcenski, Planning Board Chairman W' Date: February 7, 2018' Re: Harvest Pointe (The Heritage at Cutchogue) Elevations/Site Plan The Planning Board reviewed their approval of this project and has determined that, for Phase 1, all the units beginning with "B" (B, B1, 132), are interchangeable with what is shown on the site plan, i.e. a B unit shown on the site plan can be replaced by a 131 or B2 unit and vice.versa. They also determined that the units beginning with "A" can also be interchangeable, so anywhere an "A" unit is shown, could be replaced by Al unit instead, at the discretion of the applicant, The Planning Board will reassess this prior to the beginning of Phase 2. In addition, the changes as shown on the architectural drawings submitted on February 5, 2018 for units 25, 26, 77-82, 123, 124 are also approved by the Planning Board. Enclosed please find an original set with the approval stamp of the Planning Board. OFF Q � 91DILDING DEPARTMENT- Electrical Inspector p TOWN OF SOUTHOLD ti �Ul 3 2�1 Town Hall Annex- 54375 Main Road - PO Box 1179 p �ZCDVT. Southold, New York 11971-0959 �, z,� � Tphone (631) 765-1802 - FAX (631) 765-9502 70'e?"v('e„� .;::tea .. ro ger.richert(d)town.south old.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED*BY: - _r- - l�1 Date: Company Name: _r Name: License No.: 3 �Zo N email: Address: ® � 0X I t /! A Phone No.: � JOB SITE INFORMATION: (All Informa76, Required) Name: W oCA Address: flat V o f ' Lo— a La— go Cross Street: p 11 • ,_p_ Phone No.: f 678 4:;Z,(( ' BIdg.Permit#: email: ea-* � Tax Map District: 1000 Section: /04 o ® f Block: 1. 00 Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: Y 7 NO Rough In Final i Do you need a Temp Certificate?: /YEW NO s Temp Information: (All informationreguired) S e9- 1 Ph 3 Ph Size: [dV A # Meters Old Meter# New Servi - Fire Reconnect- Flood Reconnect - Service Reconnected - Underground -Overhead # Underground Lateralt 1 J2 H Frame Pole Work done on Service? N Additional l nformation: PAYMENT DUE WITH APPLICATION 4� ,\0 C Re est for Insp co As MECHANICAL CORPORATION HEATING AND AIR CONDITIONING March 11, 2019 MAR 1 5 2019 Michael J. Verity Town of Southhold Building Department Town Hall Annex Building 54375 Route 25 Y= J 'D 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 6u I or Manual J load calculations. Best regards, Louis DeSantis President 20 Feldland Street, Bohemia. NY 11716 - (631) 563-1298 - Fax, (631) 563-2954 9 ; EN _ e� T2s• - EN 8 e �'' Ei�l,;'f.' -'"��".�-��" .. r-ter• � �n'.�.+.;; - ''��e,' ^+" �r�;.3��� ���,'r; �f �. R7-1 _ ;es x• �' "^�-=`` _ "�-a«:pin=?;� '��� '•".-�'"`x:'# N3gg- r CC _ w n =� R7-1 R ` r�Kz N rY fir'. P R7—XLLA .� F'3 •s-:,. PROPOSED 'y COVERED 14' x 20' Wiz, H w PATIO (TYP.) ti W, Fw< 8_3X PROPOSED NATURE TRAIL (PERVIOUS PAVERS) fX a PROPOSED COVERED R7—XR� - _ 15 x 20' R1 PATIO (TYP.) y rK _ Wil— STRIPE, 11— ��• =�=�_ STR PEf a=s_ CROSS PROPOSED 15 x 20' - FLUSH BYC- y�� = s { BREEZEWAY (TYP.) TYPE B—D (TYP-) R7—XL - RAMP >" (TYP.) N37'13'30"W Q, r� BELGI JM BLOCK CURB TYP. t y SER -(SEEDETAIL) I ul F � � I I J 'tom' IG PIPE SHALL BE-15' CPP WITH A SLOPE OF Oq - - .. - - --------^---- _--�-•--._T��----;-�_-�., - � • STANDARDS: SPECIFICATIONS SHALL INCORPORATE THE PROVISIONS ; AS FOLLOW UNLESS OTHERWISE NOTED: OF THE AWWA STANDARDS AND/OR MANUFACTURER'S RECOMMENDED I - )NNECTIONS TO BE 4" DR-18 WITH MINIMUM SLOPE INSTALLATION PROCEDURES. • BEDDING: A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED BE MINIMUM 6"" DR-18 PVC OR CAST IRON WITH A 1IN THE TRENCH FOR ALL BURIED PIPE. BACKFILL MATERIAL SHALL BE % TAMPED IN LAYERS AROUND THE PIPE AND TO A SUFFICIENT HEIGHT , PRESSURE PIPING ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. L BE C900 BLUE BRUTE DR-18 PR _ L WATER MAIN TO BE 10"' WITH R HYDRANT STONES FOUND IN THE TRENCH SHALL BE REMOVED FOR A DEPTH OF AT LEAST SIX INCHES BELOW THE BOTTOM OF THE PIPE. :R SERVICE CONNECTIONS TO BE 1". 0 COVER: ALL WATER MAINS SHALL BE COVERED TO A MINIMUM DEPTH OF 54 INCHES WITH EARTH OR OTHER INSULATION TO PREVENT MINIMUM OF 10 FEET OF SEPARATION BETWEEN FREEZING. ;EWER/DRAINAGE LINES. • BLOCKING: ALL TEES, BENDS, PLUGS AND HYDRANTS SHALL BE { MINIMUM SEPARATION OF 20 FEET FROM SANITARY PROVIDED WITH REACTION BLOCKING, TIE RODS OR JOINTS DESIGNED ALL DRA'S AND DRYWELLS. TO PREVENT MOVEMENT. : MINIMUM SEPARATION OF 10 FEET BETWEEN 3. TESTING D WATER/DRAINAGE LINES. i PLANS AND SPECIFICATIONS SHALL REQUIRE THE FOLLOWING: { SERVICES TO BE INSTALLED BY PSE&G AND MAY VARY DUE TO FIELD CONDITIONS. ELECTRIC PRESSURE AND LEAKAGE TESTING: ALL TYPES OF INSTALLED PIPE E HYDRO-ACTION UNITS SHALL MAINTAIN 5 FEET SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE ATION FROM ALL SANITARY APPURTENANCES. WITH THE LATEST EDITION OF AWWA STANDARD C600. • DISINFECTION: WATER MAINS ARE TO BE DISINFECTED IN' --R/DRAINAGE LINE CROSSINGS SHALL MAINTAIN A ACCORDANCE WITH AWWA STANDARD C-651-86, OR THE LATEST SEPARATION OF 18" MINIMUM BETWEEN PIPING. (SEE REVISION, { CONTRACTOR SHALL ENSURE ALL CROSSING BACTERIOLOGICAL TESTING: BACTERIOLOGICAL ANALYSES OF WATER ET DURING CONSTRUCTION. SAMPLES COLLECTED AFTER DISINFECTION ARE REQUIRED AT } LOCATIONS SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF ES TO MAINTAIN ALL REQUIRED VERTICAL HEALTH SERVICES. GENERALLY, A BACTERIOLOGICAL SAMPLE IS REQUIRED FOR EVERY 1000 LINEAR FEET OF WATER MAIN OR PORTION THEREOF. INSTALLED UNDERGROUND. f i. Habitable Garage Area - � Unit Numbers Area (SF) (SF) Total (SF) Harvest Pointe at k 77-124 1,999 : 486 2,485 C u tc h o g u e 1,3,8,10,12,14, Cutchogue, New York 21,23,26,27,29, _ - ' 1,33,36,39,41,45 1,599 363- 1,962 Town of Southold 6,47,49,50,52,54, , 58, 59,68, 72, 76 = _ No: Revision Date APPVd. 2,5,6,9,11,13, - _ 13✓ TOWN/SCDHSREVISIONS 7/28/17 x =AVL'' AVL ' 19 20,22,24, 12 TOWN REVISIONS 6/14/17 5,28,30,32,35,38, 1,599_ 1,962 11 SCDH REVISIONS 4/22/17 AVL 363 01,42,44;48;51;53; _ ; 10 REVISED PHASING PLAN PERTOWW ' 4/6/17 AVL, _ - 73,74,75 - - - 9 TOWN REVISIONS J _- -- — 3/27/17---AVL 8 SCDH REVISIONS 3/9/17 AVL 4 7 34 37 43 55 gr*ea:eY LL= ¢ �"} ;, .. ._, 599 380 ;; ,xn_..:s, s , ,m t 1 1,979 X16365 ��i��; ��'���• ='} �� h:'' ,v.V.�.:.•:,,.���„ ;�K.4u;��..�?'��� <�=0:`=1 s ' , , ,676971, , '�:.... =- _, f `� x' 'k�,. ,-.0 �;,.• rani. 15,16,17,18 1,999 408 2,407 Issued for Date July 10, 2015 N/A 6,188 N/A 6,188 SCTK-1000-102-01-33.3 Drawing SCDHS A roval • • Utilit19U LIQ'" OUN Y®EPAFITIMIEE'f OF H TH SfERWES • PEWff FOR APPROVAL OF CONSTRUCnON FOR A SINMA FAWLY RESIDENCE ONLY DATM q-g :ZMS C .N . Qy-- a :j r APPROVED Drawing Number ��- MR WXIMUM OF.U�fi--IBEDROWS of NEl1/ EXPIRES WEE YEARS FROM DATE of APPROVAL � o V. �0C 40 2M. n r— Sof ear k I I` fn Sheet of 9 2 .. A9°FFSstiaNP 1 Project Number 29305.00 SCDHS Reference # C10-06-0013 .. I I u NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE i NOT INTENDED TO GUIDE THE ERECTION OFFENCES.RETAINING WALLS.POOLS, PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145• PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION'ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH y ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED i SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. "NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS OR RIGHT OF WAYS.IF ANY,NOT SHOWN ARE NOT CERTIFIED. PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE 91 CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, SOIL CONDITIONS,VEGETATION,TREES.PATHS,DEBRIS OR ANY OTHER CONDITIONS OTHER THAN VISIBLE PERMANENT STRUCTURES. �70 X0 �s COPYRIGHTO NELSON B POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS 0 ip o, o G2 G RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, �O Z O O 'RECORDING OR BY,ANY OTHER MEANS,OR STORED.PROCESSED ORTRANSMITTED T -F Q• IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN C) v, T Q I PERMISSION OF THE SURVEYOR 000 G 2 THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL •� 'W1:I' MUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FOR ANY OTHER ✓ O O2 PURPOSE ,A 12$ 2 r 260 �a ® �`Il DD �23� 26 s y� '`�� ' MAR 1 5 2018 A 1� CP 129 `,p oG o2 �,o: TOWN OF SOZJTHOLD O� ,O i3\. i3 3g. [® "'AL L" "� i OF NF 0� �� DAV/O 2 105 S X26 .G/ m P °Q°,G O 050213VU �2s I �� 02-27-2018 FOUNDATION LOCATION FOUNDATION AS-CO CTED SURVEY FOR v ° UNITS 79-80 UNIT DESGNATION MAP OF HARVEST POINTE CONDOMINIUM 1 FILE NO.:471 FILED January 09, 2018 SITUATED AT CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK I S.C.T.M.DISTRICT 1000,SECTION 102,BLOCK 0100,LOTS 47,$48 I ip NELSON & POPEENGINEERS & SURVEYORS �� 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174p PHONE(631)427-5665 FAX(631)427-5620 WWW.NELSONPOPE.COM INDIVIDUALSURVEYS `tel DRAWN BY: NP CADD No.: 00026 IS SCALE: CHECKED BY: PE FILE NO.: SHEET NO.: OF 1"=30' DATE: 02-27-18 PROJECT NO.: 00026 I b 1 AO NOTES- ' 9y THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM HE STRUCTURES TO HE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND HEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,HE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO HE ITEM HIS SEAL AND HE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND HE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF HE ALTERATION COPIES OF HIS SURVEY MAP NOT BEARING HE LAND SURVEYOR'S BLUE INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID HUE COPY NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE •� CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, ox\ - - SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS (� O O0 N� y`O - OTHER THAN VISIBLE PERMANENT STRUCTURES O OO� pNN , COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS ALLRIGHTS RESERVED NO PHO ART OF IS DRAWING MAY BE REPRODUCED DUCED BY PHOTOCOPYING, It °yC� N N���2n� P. �.C(Q ECORDING OR BY OR BY ANY COMPUTER TRANSMITTED TER ORO HER SYSTEM WITHOUT HE PRIOR WRITTEN yL0 t9 O ms's �� PERMISSION OF HE SURVEYOR O •", O 11• 10 vN �y \ �oNov�E 0�o J�, OOGT� P -n1 �6 2 \\O\O7F- tpO�'G��pp �� PJBcr OCT _ NGS 0 X00 Q 9 90 2019 2i 61 �N�°�\\0 39 k YL a;; f?:" ` T" [�� O(�Fn �"V .oma��' 626 R .. O0 17— X23 Qo�� c ? I Lu r � �� S 2�° °°y�, \® c c�Rg NSG U I 0 0 C) `�� X4.050213 Ga �S��Cs e YPJ� ch L S\-1v o cn A�►0_ C(/Op `v,\� N 02-27-2018 FOUNDATION LOCATION FINAL SURVEY FOR _ 167.99' (ACTUAL) 11-05-2018 CONTROL MODULE, 4 — — — E PANEL,DRY UTILITIES UNITS79-80 UNIT DESIGNATION MAP OF S52055'20"W &DRAINAGE LOCATED HARVEST POINTE CONDOMINIUM 1 R=275.00' I 11-14-2018 FINAL SURVEY - FILE NO.:471 FILED January 09, 2018 � L=77.85' I 01-15-2019 UPDATE DRIVE.INFO (n W I SITUATED AT CUTCHOGUE S 40052'38" E 'qt TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK D N 0 I TOWN OF S C T M. DISTRICT 1000,SECTION 102,BLOCK 0100,LOTS 47&48 25.43 NELSON & POPE s52°55'20°w '� n I SOUTHOLD ` � � � 19.37' m G ENGINEERS & SURVEYORS �— — ♦ 1— — _ _ 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 Z W — PHONE(631)427-5665 FAX( 31)427 -5620 WWW.NELSOILL. W V' W I �� INDNIDUALSURVEYS F- SCHOOL HOUSE LANE DRAWN BY: NP CADD No.: 00026 IS SCALE: CHECKED BY: PE FILE NO.: SHEET NO.: 'I OF'I 1"=30' DATE: 02-2748 PROJECT NO.: 00026 A0 NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURESTO THE \ TA PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, i PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION \ \ i IT IS A VIOLATION OFNEW YORK STATE EDUCATION LAW ARTICLE 145, PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,09. FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY.IF Gkp AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE \\ \ ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION'ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION Gk� COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY \\ \ <q NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS O OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED G 39' AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTNE. 0• tP a �-J q� I ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN \\ 7P \ (' PLAN DATED 721118 LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED `0 a OO 8TT Oq0 ? • TYPICALLY IN THE SAME TRENCH.ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS 02 ld) ') 2n O � AN THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP. p G n \ 4 T(n O �G �O CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR y� r, LP��� A$ a FURTHER DESIGN �`a s i PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE `�� � 6' "dyl CONDITIONS IF ANY.INCLUDING BUT NOT LIMITED TO WETLANDS,WATERCOURSES, �T•���� ". 1 3 3h °'S SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS \\ O '9ZGA 50� OTHER THAN VISIBLE PERMANENT STRUCTURES 31 y \ p n a COPYRIGHTO NELSON 8 POPE,ENGINEERS AND SURVEYORS ALL RIGHTS \ O � w2 r RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, \\\ 12 ('1 -y \ 60 ALO 20A �WpG o N RECORDING OR BY ANY OTHER MEANS.OR STORED,PROCESSED OR TRANSMITTED 9 � 2 •N� � aG 01 o O� IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN y� v1 'y� a\ GOOQv p ,L� 3� Z p PERMISSION OF THE SURVEYOR ' COOS ADDITIONAL IMPROVEMENTS AND/OR POSSESSION.IF ANY.NOT LOCATED,NOT SHOWN n 0. O ALL SANITARY PIPING 4'SDR-35,TYPICAL OCG�" �AOG\ S� ER \�O\On L61 1 1 ��� Gg G� 20• t�tP \ � a `�'`�� \\ � 0 n� dA HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S - G"° QPJ�� G <`N 'o UNIT No. -HD RREF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA 1 79 R10-17-0133 1,999 S.F. 486 S.F. 2,485 S.F. —d N Gx� ��°\ S (L o `, c9 �s Cn'Li� 6 0- % Go Q/ \\\ \ PPJ� 9� N�° SO R10-17-0134 1,999 S.F. 486 S.F. 2,485 S.F. G � I � 23 39p � �L -------------------------------- -- -_ o. ��oSANITARY SYSTEM AS-BUILT TABLE ���o° P�y�c� STRUCTURE NAME TIE A TIE B 1 t s M 5 UNITS#79-80 JA c R °' ST-1 36.2' 28.6' ST-2 39.3' 33.5' U .CO.HEALTH SERVICES LP 40.5' 48.5 01 y FOCE OF WArd EWAd ER F dGd, c' m W "O uS T='T CU n E:i i i� O ROP 02-27-2016 FOUNDATION LOCATION SANITARY AS—CONSTRUCTED SURVEY FOR lo(,) C) �j E 09-05-2018 SANITARY AS-BUILT . UNITS 79-80 UNIT DESIGNATION MAP OF tg 1 11-05-2018 CONTROL MODULE, E.PANEL,DRY UTILITIES HARVEST POINTE CONDOMINIUM 1 Gkt &DRAINAGE LOCATED � FILE NO.:471 FILED January 09, 2018 < �� SS tom. ��'t Ir OF f� 11-14-2018 DRIVEWAY INFO SITUATED AT c,r i RY paV� 12-06-2018 LOCATE ELEC.BGAS CUTCHOGUE L +, REVISED EFF.DEPTH TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK -" --l. 12-19-2018 AND HABITABLE AREA S.C.T M.DISTRICT 1000,SECTION 102,BLOCK 0100,LOTS 47&48 'L5 Vis+• � REVISED HEALTH I NELSON & POPE 4 ds D s L_: '`+t-,?2 ,( �- t+ y ((1 P D 01-09-2019 DEPARTMENT NCE g �. t-.a Z NUMBERS ANDAREA's µ ENGINEERS 8r SURVEYORS `' c ,` N 'Io 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 k CD a := i L- : f�� Ue 113 -Lo PHONE(631)427-5665 FAX(631)427-5620 MAR 1 5 2019 j www.NELSONPOPE.COM e� R 1 G3 zD Sly INDIVIDUALSURVEYS (!) DRAWN BY: NP CADD No.: 00026 1 SCALE: CHECKED BY: PE FILE NO.: SHEET NO.: 'I OF 'I / DATE: 02-27-18 PROJECT NO.: 00026 n �In Fire separation required as per APPROVED AS NOITED NYS Code B / DATE: 3 P.# &6. :b- 4— 4)-3 7 Iq �D FEE: 9'73,dt� BY: NOTIFY BUILDING DEPART AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED Must provide Manuals Blower door FOR POURED CONCRETE D J and S as 2. ROUGH - FRAMING & PLUMBING Per and ductwork 3. INSULATION NYS Energy Code testingrequired. 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THF REQUIREMENTS OF THE CODES OF NEV, YORK STATE. NOT RESPONSIBLE FOP DESIGN OR CONSTRUCTION ERRORS. Pt GiIVIBER C8RT/FICA TIG�N J. - , CONTENT BFFC;; CER T!FlgA TE OF 0C_%CCI�,,; COMPLY WITH ALL CODES OF SOLDER USED NEW YORK STATE & TOWN CODES `SUPPL'YSYSTE/✓r Cf1A-,,1."C ; AS REQUIRED AND CONDITIONS OF XGFED2//0 OF/;o LEI-11 SOUTHOL^TOWN PLANNING BOARD PWIMBING ALL PLUMBING WASTE .,f-_4,,WATER LINES NEED i`EST7t G BEF9R, COVERING OCCUPANCY OR ELECTRICAL USE IS UNLAWFUL INSPECTION REQUIRED WITHOUT CERTIFIC 1,"' OF OCCUPANCY TRUSS PLACARDING REQUIRED DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765-1560 before All exterior lighting Backfill,OR Provide Engineer's Certification .r installed,replaced or that the drainage has been installed to Code. repaired shall conform to Chapter 172 of the Town Code TABLE R405.I 2017 YORK STATE U (FOR CODE 8302.12 Draftstopping. In combustible construction where there is usable space both above and below the concealed space of a 915.2.3.1.1.1 A carbon monoxide alarm shall be providS�c{iBneR p6stoa�gnf i08 a sleeping area, within 15 feet of the sleeping area. More Pro erties of Soil Classified Accordin to the Unified Soil Classification S stem H floor-ceilin assembl , draftsto s shall be installed so that the area of the concealed s ace does not exceed 1,000 s uare feet. th � �La rb mon xid a s qI be�,{� o r e were ss re # t no sl re o m re than 9 Y P P q ( �? 13' jdr'Yn0� A �1S?,Sa ry g PP c� �i Qrl�Pti$n �n�iRsfc5�airtOr{Yo foam -p __ g Y Z 2017 YORK STATE CODE SUPPLEMENT (PUBLISHED JULY 2017 EFFECTIVE OCTOBER 31 201 R316.1 1', r V is ors efi 4� o e n e m is d gi �, h ion, co N�1 r Draftstopping shall divide the concealed space into approximately equal areas. Where the assembly is enclosed by a floor I `fa t' a 1,0 b s rSon hio i e a UNIFIED SOIL VOLUME W membrane above and a ceilin membrane below, draftsto rn shall be rovided in floor-ceilin assemblies under the followin astr ma is s, 2017 NEW YORK STATE ENERGY CONSERVA110N CONSTRUCTION CODE g pp' g p g g 1.1.2 C n n xi a rm s o i d e s at o #gin rbo noxid rc . SOIL CLASSIFICATION SOIL DESCRIPTION DRAINAGE FROST HEAVE CHANGE E 2017 NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE SUPPLEMENT (FORMERLY KNOWN AS THE 2016 NYSECCC, REVISED AUGUST circumstances: R��b?� asor�$ ag'c� �en�rfi ��i n. ��c� g�st•�ir�de c8rnitarr�gr� o��o��, pFp niic ir�sL Fign A n'foam �la��iil r�isulatio compo entadglivered GRouP SYSTEM CHARACTERISTICS POTENTIAL POTENTIAL o 9 2. .3 1,f�citWJopr a .qw8, i9g1henf� rl�fn 4f r8 4fttliFfe�c'� ibv4i g'flaRu^�a&GrpRrPra�fP P r ticil� t4KCj, P88t Lqa in one SYMBOL EXPANSION 2016, EFFECTK OCTOBER 31, 2017) 2. Floor framing is constructed of truss-type open-web or perforated members. t ter tQQll d 3 are not covered b Gw WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, U 2 ISEeTitlfTBtLtpjn bAdfgKRyPntRAF erQrOMP%e 4t?e (WatelthehQ 4 dritl4,cgroly Rvlt4 #Re3rc�uiPbTrhnt�? ( ) Y LRTLE OR G FlNES GOOD LOW LOW O 2016 NYSRC (2015 IRC 2ND PRINTING) R 302.1.12.1 Materials. Draftstopping material shall be not less than 1/2 inch gypsum board, 3/8 inch wood structural panels. 1 c 2 (.� 0 2016 EC 2016 (ECC 2 D PRI�r� G R316.4 ,AW81 %bi�rW LRTIe;g �J9%A19% cWwed in Section R316.5, foam plastic shall be separated from the interior of a building by GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, Z Mrs ( N NnN ) 8A5.2.3.3.1 +;&gS ttg4Fr*u6 (Wn*tJ QRaRr Vft#F_WQ• 0fn1 w@&P rd. LITTLE OR NO FlNES GOOD LOW LOW TITLE 19 NYCRR PARTS 1220 THROUGH 1228, 1240, 1264 AND 1265 AND PART 300 R302.13 Fire protection of floors. Floor assemblies that are not required elsewhere in this code to be fire-resistance rated, shall be R316.5.3 )attics. The thermal barrier specified in Section R 316.4 is not required where all of the following apply: GROUP I sw WELL GRADED SANDS, OR GRAVELLY SANDS, GooD Low Low _O � " rovided with a 1 2 inch sum wallboard membrane 5/8 inch wood structural panel membrane, or equivalent on the underside LITTLE OR NO FlNES L- o M of SECTION 8101 P / gyp 1. Attic access is required by Section R807.1. sP POORLY GRADED SANDS, OR GRAVELLY SANDS, F- U) v c�i of the floor framing member. GOOD Low LOw +- L- 2. The space is entered only for purposes of repairs or maintenance. LITTLE oR No FINES U W .- Exceptions: - � U > r- �' 3. The foam plastic insulation has been tested in accordance with Section R316.6 or the foam plastic insulation is protected CM �;LTY GRAVELS, GRAVEL SAND SILT MIXTURES MIEDIUM LOW � Co R101.2 The rovisions of the International Residential Code for One and Two Famil Dwellin s shall a I to the construction, alteration, 4. Wood floor assemblies using dimensions lumber or structural composite lumber equal to or great than 2 inch by 10 inch. Of ..r- 0 N� I P Y 9 PP Y sgainst ignition using 3/8 inch gypsum board. SM SILTY SAND, SAND SILT MIXTURES GOOD MIEDIUM LOW I- ,n movement, enlargement, replacement, repair, equipment, use and occupancy, location, removal and demolition of detached one and R316.5.11 rill 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 MIEDIUM Low co = m 2 Z- two family dwellings and townhouses not more than three stories above grade plane in height with a separate means of egress Section R303 r�erimeter joist s ace without the thermal barrier s ecified in Section 8316.4 subject to all of the followin Z U and their accesso structures not more than three stories above rade lane in het ht. J P P J g SC CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MIEDIUM LOW L_ X a M rY 9 P 9 Light, Ventilation and Heating 1. The thickness of the foam lastic shall be not more than 3Y4 inch. O Q LU C ch 8303.1 Habitable rooms. Habitable rooms shall have an aggregate glazing area of not less than 8 percent of the floor area of such P ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, U L. The density of the foam plastic shall be in the range of 0.5 and 2.0 pounds per cubic foot. SILTY CR CLAYEY FIND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH LOW M (oo R105.2 Work exempt from permit include retaining walls that are not over 4 feet in height measured from the bottom of the footing to rooms. GRouP 2 SLIGHT PLASTICITY = M w the top of the wall, unless supporting a surcharge. Exceptions: le fhe foam plastic shall have a flame spread index of 25 or less and an accompanying smoke developed index of 450 or C CLAYS OF LOW TO MEDIUM PLASTICITY, ❑ U .esc when tested in accordance with ASTM E 84 or UL 723. cL lN6RGANl.. .- GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MIEDIUM MEDIUM 1. The glazed areas need not be operable where the opening is not required by Section 8310 and awhole-house mechanical CLAYS To LOW S° R109.1.5.1 Fire Resistance Rated Construction inspection. Where fire resistance rated construction is required between dwelling units or due to ventilation system is installed in accordance with Section M1507. Section R317 Protection of Wood and Wood-Based Products Against Decay ""-"- (D 2 location on property, the building official shall require an inspection of such construction after lathing or gypsum board or gypsum 2. The glazed areas need not be installed in rooms where Exception 1 is satisfied and artificial light is provided that is capable o_ panel products are in place, but before any plaster is applied, or before board or panel joints and fasteners are taped and of producing an average illumination of 6 footcandles (65 lux) over the area of the room at a height of 30 inches above the 8317 All sills and plates on exterior foundation wall to be pressure preservatively treated. finished. floor level. Foundation wood girders: wood girders seated in exterior foundation walls to have min. 1/2 inch air space all sides or ends R404.1.6 Height above finished grade. Concrete and masonry foundation walls shall extend above the finished grade adjacent to the R303.8 Exterior stairway illumination. Exterior stairways shall be provided with an artificial light source located at the to landin of the Wrapped with aluminum flashing. foundation at all points a minimum of 4 inches where masonry veneer is used and a minimum of 6 inches elsewhere. 8317.1 Location re uired. Protection of wood and wood-based roducts from deco shall be rovided in the followin locations b the R404.1.7 Backfill lacement. Backfill shall not be laced a ainst the wall until the wall has sufficient strep th and has been g q P Y P 9 Y P P 9 9 8109.1.6.1 Elevation documentation. If located in a flood hazard area, the documentation of elevations required in Section 8322.1.10 shall be stairway. E.,:.,;ior stairways providing access to a basement from the outdoor grade level shall be provided with an artificial light submitted to the building official prior to the final inspection. source located at the bottom landing of the stairway. use of naturally durable wood or wood that is preservative-treated in accordance with AWPA U1 for the species, product, anchored to the floor abovs, or has been sufficiently braced to prevent damage by the back fill where the unbalanced preservative and end use. height of fill exceeds 4 fa•. R202 Definitions: Section 8305 R317.1.1. Field treatment. Field-cut ends, notches, and drilled holes of preservative-treated wood shall be treated in the field in Section R405 Foundation Drainage Z accordance with AWPA M4. R405.1 Concrete or masonry foundations. Drains shall be provided around concrete or masonry foundations that retain earth and Continuous Insulation: Insulating material that is continuous across all structural members without thermal bridges other that Ceiling Height O " , R317.3 Fasteners and connectors in contact with preservative treated and fire retardant treated wood. Fasteners, including nuts and enclose habitable or usable spaces located below grade. Drainage tiles, gravel or crushed stone drains, erforated i e or - fasteners and service openings. It is installed on tlhe interior or exterior or is integral to any opaque surface of the building 8305.1 Minimum het ht. Minimum ceilin het hts of 7-0 in habitable rooms. Minimum ceilin het hts of 6'-8" in bathrooms, toilet P P P F_ fasten e. g g g g g washers, and connectors in contact with preservative treated wood and fire retardant treated wood shall be in accordance with other approved systems or materials shall be installed at or below the area to be protected and shall discharge by gravity U P rooms & laundry rooms. this section. The coating weights for zinc coated fasteners shall be in accordance with ASTM A 153. Stainless steel driven or mechanical means into .�n approved drainage system. Mezzanine: An intermediate level or levels between the floor and ceiling of any story. Exceptions: fasteners shall be in accordance with the material requirements of ASTM F 1667. Exception: A drainage syst.�rn is not required where the foundation is installed on well drained ground or sand gravel W Windborne Debris Region: Areas within hurricane-prone regions located within 1 mile of the coastal mean high water line where 2. A shower or tub equipped with a showerhead shall have a ceiling height of not less than 6 feet 8 inches above an area of mixture with soils accoi,;rrg to the unified Soil Classification System, Group I Soils, as detailed in Table R405.1. F- the ultimate design wind speed (Vult) is 130 mph or greater. not less than 30 inches by 30 inches at the showerhead. R 319.1 Address identification. Buildings shall be provided with approved address identification. The address identification shall be legible co 3. Beams, irders, ducts or other obstructions in basements containin habitable s ace shall be ermitted to roject to within 6 and laced in a osition that is visible from the street or road frontin the ro ert . Address identification characters shall Z 9 9 P P P J P P 9 P P Y Section 8406 Foundation Waterproofing and Dampproofing Q R301.1.1 Alternative provisions. As an alternative to the requirements in Section R301.1, the following standards are permitted subject to the feet 4 inches of the finished floor. contrast with their background. Address numbers shall be Arabic numbers or alphabetical letters. Numbers shall not be spelled R406.1 Concrete and mason foundation dam roofin . U limitations of this code and the limitations therein. Where engineered design is used in conjunction with these standards, the R308.4 Hazardous locations. The locations s ecified i io out. Each character shall be not less than 4 inches in het ht with a stroke with of not less than 0.5 inch. Where re uired rY PP g Except where required to be waterproofed, foundation walls that retain p n Sect ns 8308.4.1 through 8308.4.7 shall be considered to be specific hazardous 9 q earth and enclose interior spaces and floors below grade shall be dampproofed from the higher of (a) the top of the � design shall comply with the International Building Code. locations for the purposes of glazing. by the fire code official, address identification shall be provided in additional approved locations to facilitate emergency response. 1. AF&PA Wood Frame Construction Manual WFCM . 2015 EDITION R308.4.2 Glazin Adjacent to doors. Glazin in an individual fixed oro erable anel adjacent to a door shall be considered to be a Where access is by means of a private road and the building address cannot be viewed from the public way, a monument, pole footing or (b) 6 inches below the top of the basement floor to the finished grade using a bituminous coating. O , ^ ( ) ( ) 9 J 9 P P J LL tl.► J or other sin or means shall be used to identif the structure. Address identification shall be maintained. hazardous location where the bottom exposed edge of the glazing is less than 60 inches above the floor. 9 Y 8406.3.3 Porous Fill. The space bF•tween the excavation and the foundation wall shall be backfilled with (porous fill up to a height of H R301.1.3 Engineered design. Where a building otherwise conventional construction contains structural elements exceeding the limits of Section 1. Where the glazing is within 24 inches of either side of the door in the plane of the door in a closed position. O ` ' J R301 or otherwise not conformin to this code, these elements shall be desi ned in accordance with acce ted en ineerin ractice. 2. Where the lazin is on a wall a endicular to the lane of the door in a closed osition and within 24 inches of the hie a Section R321 Elevators and Platform Lifts one-half of the backfilli heratio and covered with strips of r pound asphalt paper or 6 MIL (polyethylene to permit water Z g g P g g P g g P P P g seepage while avoiding ring otic of fine soils. The remainder of excavated area shall be backfilled with the same type of � C) The extent of such design need only demonstrate compliance of nonconventional elements with other applicable provisions and shall side of an in-swinging door. R 321.1 Elevators. Where provided, passenger elevators, limited use and limited application elevators or private residence elevators shall soil as was removed Burin excavation. ❑ be compatible with the performance of the conventional framed system. Engineered design in accordance with the International R308.4.6 Glazing adjacent to stairs and ramps. Glazing where the bottom exposed edge of the glazing is less then 36 inches above the comply with ASME A17.1/CSA B44. g Building Code is permitted for buildings and structures, and parts thereof, included in the scope of this code. plane of the adjacent walking surface of stairways, landings between flights of stairs and ramps shall be considered to be a Re 321.2 Platform Lifts. Where provided, platform lifts shall comply with ASME A18.1. w hazardous location. 8408.1 Ventilation. Crawl space vents: Provide 1 s.f. of venting per 150 s.f. of floor area unless ground surface is covered by a R301.2.1 Wind desi n criteria. Buildin s and ortions thereof shall be constructed in accordance with the wind rovisions of this code usin Exce tions: class one vapor retarder material. If this retarder material is used, provide 1 s.f. of venting per 1500 s.f. floor area. g 9 P P 9 P Section 8322 Flood Resistant Construction Install vents within 3 feet of each corner of foundation. the ultimate design wind speed in Table R301.2(1) as determined from Figure R301.2(4)A. 2. Glazing 36 inches or more measured horizontally from the walking surface. 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 R408.4 Crawl space access panel to he min. 18" by 24". Openings through perimeter wall shall be not less than 16" by 24". TABLE R301.2(1) Zones, as established in Table R301.2(1), and substantial improvement and restoration of substantial damage of buildings and CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA Section 8310 Emergency Escape and Rescue Openings structures in floor hazard areas, shall be designed and constructed in accordance with the provisions contained in this section. F� Wind Desi n SUBJECT TO DAMAGE FROM UNFINISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LEAST ONE Buildings and structures that are located in more than one flood hazard area shall comply with the provisions associated with GROUND g SEISMIC WINTER ICE BARRIER FLOOD Air Mean EMERGENCY ESCAPE AND RESCUE OPENING PER E TON R 1 E r ss win w i w I the most restrictive flood hazard area. Buildings and structures located in whole or in part in identified floodways shall be 8502.2.2 Blocking and subflooring. Blocking for fastening penal edges ti fixtures shall be a minimum of utility grade lumber. SNOW SPEED Topographical Special Wind DESIGN FROST UNE DESIGN UNDERLAYMENT Freezing Annual S C ( 3 0. ( g a do & w ado we I) Subfloorin shall be wood structural anels as s ecified in Section 503.2. Flreblockin shall be of an rade lumber. O CATEGORY WEATHERING TERMITE DECAY TEMP REQUIRED HAZARDS Index Tem 8310.1 Emer enc esca a and rescue o enin re uired. Basement shall have not less than one o erable emer enc esca a and rescue designed and constructed in accordance with ASCE 24. 9 P P 9 Y 9 r. LOAD (mph) Effects Wind bourne DEPTH P o en9 Y P P 9 q P 9 Y P R 322.1.5 -:_,.west floor. The lowest floor shall be the lowest floor of the lowest enclosed area, including basement, and excluding any 8502.4 Joists under bearing partitions: Provide 2x full depth blocking ® 48 o.c. max. where beam is not located under wall to a Region Debris P 9 , allow for i rn or vents. H refinished flood-resistant enclosure that is useable solely for vehicle parking, building access or limited storage provided that P•P 9 zone R310.2.1 Minimum opening area. Emergency and escape rescue openings shall have a net clear opening of not less than 5.7 square feet. W The net clear height opening shall be not less than 24 inches and the net clear width shall be not less than 20 inches. such enclosure is not built so as to render the building or structure in violation of this section. 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 Cn MODERATE SLIGHT TO 10 R 322.1.6 Protection of mechanical plumbing and electrical systems. Electrical systems, equipment and components; heating, ventilating, than 3 inches on masonry or concrete except where supported by the use of approved joist Mangers. [""� 20 130 NO (B) SEVERE 36" TO HEAVY MODERATE De rees Yes X 1500 R310.2.2 Window sill height. Where a window is provided as the emergency escape and rescue opening, it shall have a sill height of not 0 9 air conditioning; plumbing appliances and plumbing fixtures; duct systems; and other service equipment shall be ►ocated at or 8502.7 Lateral restraint at supports. Joists shall be supported laterally at ends by full depth solid blocking or by attachment to more than 44 inches above the floor; where the sill height is below grade, it shall be provided with a window well in accordance DO v above the elevation required in Section 8322.2 or 8322.3. band or rim joist. V J R301.2.1.4 Exposure category. with Section R310.2.3. Exce tion: Locatin electricals stems, a ui ment and com onents; heatin , ventilatin , air conditionin ; lumbin a liances and R502.8.2 E in r wood r d 1. Ex osure B. Urban and suburban areas, wooded areas or other terrain with numerous close) s aced obstructions havin the R310.2.3 Window wells. The horizontal area of the window well shall be not less than 9 square feet with a horizontal projection and width P g Y q P P 9 9 9 P 9 3 lu ea i e o ers, Cuts, notches and holes bored in trusses, structural composite l where, structural ❑ P y P g reg of the window well shall allow the emer enc esca a and rescue o enin to be full plumbing fixtures; duct systems; and other service equipment is permitted below the elevation required in Section 8322.2 or glue-laminated members, cross-laminated timber members or I-joists are prohibited except wFnere permitted by the size of single family dwellings or larger. Exposure B shall be assumed unless the site meets the definition of another exposure. of not less than 36 inches. Thea 9 Y P P 9 Y 8322..3 rovided that the are desi ned and installed to revent water from enterin or accumulatin within the com onents and 1� O 2. Ex osure C. 0 en terrain with scattered obstructiions havin a het ht less than 30 feet extendin more than 1500 feet. opened. P y g P g g P manufacturer's recommendations or as shown on these drawings. > P P 9 9 9 to resist hydrostatic and hydrodynamic loads and stresses, including the effects of buoyancy, during the occurrence of flooding t� Ex osure D extends downwind 600 feet from the atrtiall obstructed area. Includes flat o en count and rassland. R310.2.3.1 Ladder and steps. Window wells with a vertical depth greater than 44 inches shall be equipped with a permanently affixed ladder R502.11.1 Wood Truss Design. Wood trusses shall be designed in accordance with approved engineering practice & be prepared by a P P Y P rY 9 to the design flood elevation in accordance with ASCE24. Electrical wiring systems are permitted to be located below the 3. Ex osure D. Flat, unobstructed areas ex osed to wind flowin over o en water for a distance of not less tan 5000 feet. or steps usable with the window in the fully open position. Ladders or rungs shall have an inside width of not less than 12 recuired elevation rovided that the conform to the rovisions of the electrical art of this code for wet locations. registered truss design professional where required by the statues of the jurisdiction in which tihe project is to be P P a P inches, shall ro ect not less than 3 inches from the wall and shall be s aced not more than 18 inches on center vertical) for P Y P P constructed. U Exposure D extends downwind 600 feet from the urnobstructed area. P J P y R 322.1.7 �Protection of water supply and sanitary sewage systems. New and replacement water supply systems shall be designed to I the full height of the window well. minimize or eliminate infiltration of flood waters into the system in accordance with the plumbing provisions of this code. � R310.2.3.2 Drainage. Window wells shall be designed for proper drainage by connecting to the buildings foundation drainage system required Section R506 Concrete Floors (On Ground) Z 8301.3 Story Height. The wind provisions of this code shall) apply to buildings with story heights not exceeding 11 feet 7 inches and the R 322.1.18 Flood-resistant materials. Building materials and installation methods used for flooring and interior and exterior walls and wall by Section R405.1 or by an approved alternative method. R506.1 Concrete slab on rades to be min 3-1 2 inches thick. F- laterally unsupported bearing wall stud height permitted by Table 8602.3(5). Individual walls or wall studs shall be permitted to - _ coverings below the elevation required in Section 8322.2 or 8322.3 shall be flood damage-resistant materials that conform to g / Q exceed these limits as permitted by Chapter 6 provisions, provided that story heights are not exceeded. An engineered design Exception: A drainage system for window wells is not required where the foundation is on well drained soil or sand gravel mixture the provisions of FEMA TB-2. 8506.2.2 Base. A 4 inch thick base course consisting of clean graded sand, gravel, crushed stone, crushed concrete or crushed (- soils in accordance with the United Soil Classification System, Group I soils, as detailed in Table R405.1. blast-furnace sla assin a 2-inch sieve shall be laced on the re ared sub rade where the slab is below rade. U shall be provided for the wall or wall framing members where the limits of Chapter 6 are exceeded. Where the story height limits R 322.2.2 Enclosed area below design flood elevation. Enclosed areas, including crawl spaces, that are below the design flood elevation 9 P 9 P P P 9 9 of this section are exceeded, the design of the building, or the noncompliant portions thereof, to resist wind loads shall be in 311.6 Hallways: min. 36" clear width. shall: Exception: A t,Tse course is not required where the concrete slab is installed on well-drained or sand-gravel mixture soils � U accordance with the International Building Code. .. R311.7 Stairways 1. Be used solely for parking of vehicles, building access or storage. classified as Group I according to the United Soil Classification System in accordance with Tablle R405.1. Z R311.7.1 Width. Stairwa s shall be not less than 36 inches in clear width at all oints above the ermitted handrail het ht and below the +, W Y P P 9 Be provided with flood openings that meet the following criteria and are installed in accordance with Section 8322.2.2.1: 8506.2.3 Vapor retarder. h-mil (0.006 inch) polyethylene or approved vapor retarder with joints lapped not less than 6 inches � R302.2 Townhouses. Common walls separating townhouses shall be assigned a fire-resistance rating in accordance with Section R302.2, required headroom height. Handrails shall not project more than 4 % inches on either side of the stairway and the clear width of 2.1 The total net area of openin s shall be not less than 1 s uare inch for each s uare foot of enclosed area where the shall be placed be'.:een the concrete floor slab and the base course or the prepared subgrade where no base course Z) Item 1 or 2. The common wall shared by two townhouses shall be constructed without plumbing or mechanical equipment, ducts the stairway at and below the handrail height, including treads and landings, shall be not less than 31 % inches where a handrail enclosed crea is measured on the exterior of the enclosure walls. q exists. The vaper r?:order is not required for Garages, utility buildings and other unheated accessory structures. U or vents in the cavity of the common wall. The wall shall be rated for fire exposure from both sides and shall extend to and be is installed on one side of 27 inches where handrails are provided on both sides. R 322.2.2.1 4tsfuitafion of openings. The walls of enclosed areas shall have nrf�,',gs installed such that: O tight against exterior walls and the underside of the roof sheathing. Electrical installations shall be in accordance with Chapters R311.7.2 Headroom. The headroom in stairways shall be not less than 6 feet 8 inches. .. There shall be not less than two openings on different sides o, , i enclosed area; if a building has more than one Section 8602 Wood Wail Framing 34 through 43. Penetrations of the membrane of common walls for electrical outlet boxes shall be in accordance with Section R311.7.3 Vertical rise. A flight of stairs shall not have a vertical rise larder than 147 inches (12'-3") between floor levels or landings. enclosed area below the design flood elevation, each area shall have openings. R602.3 Design and construction. ' Components of exterior walls shall be fastened in accordance with Tobles R602.3(1) through 1. Whe 2. The bottom of each o enin shall be not more than 1 foot above the hi her of the final interior rade or floor and the R602.3 4 . WGII sheathin shall be fastened direct) to framin members and shall confirm to the re uirements of Table 1. Where a fire sprinkler system in accordance with Section P2904 is provided, the common wall shall be not less than a 1-hour 8311.7.5.1 Risers. The riser height shall be not more than 8 1/4 per supplement. P 9 9 9 ( ) 9 Y 9 q • fire-resistance-rated wall assembly tested in accordance with ASTM E 119 or UL 263. R311.7.5.2 Treads. The tread depth shall be not less than 9 inches per supplement. finished exterior grade immediately under each opening. R602.3(3). , 2. Where a fire sprinkler system in accordance with Section P2904 is not provided, the common wall shall be not less than a R311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not more than 1 X inches shall be provided on stairways with solid 3. Open;ngs.shall be permitted to be installed in doors and windows; doors and windows without installed openings do not meet 2-hour-resistance-rated wall assembly tested in accordance with ASTM E 119 or UL 263. risers. the requirements of this section. TABLE R602.3L) FASTENING SCHEDULE TABLE R302.1(1) R311.7.8 Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. R 322.3 Coy stal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. EXTERIOR WALLS .1I R311.7.8.2 Continuity. Handrails for stairways shall be continuous for the full length of the flight. 1. Buildings and structures erected within coastal high-hazard areas and coastal A Zones, shall be elevated so that the bottom DISCRIPTION --- FASTENING (a,b,c,d) TYPE MINIMUM MINIMUM FlRE of the lowest horizontal structural members supporting the lowest floor, with exception of piling, pile caps, columns, grade Exceptions: beams and bracin 1. BLOCKING BETWEEY 0111`i:; OR RAFTERS TO TOP PLATE THREE 8D COMMON. TOE NAIL EXTERIOR WALL ELEMENT FlRE-RESISTANCE RATING SEPARATION DISTANCE g, is elevated to or above the base floor elevation plus 1 foot or the design flood elevation, whichever is ..-..._ ._ 1. Handrails shall be permitted to be interrupted by a newel post at the turn. hi her. S n FlRE-RESISTANCE RATED 1 HOUR <5 feet g 2. CEIIJNG ,t0l.,T� Tf) 1OP PLATE THREE 8D COMMON. TOE NAIL iii r- � � � � WALLs R311.7.10.1 Spiral Stairways. Spiral stairways are permitted provided that the clear with at and below the handrail is not less than 26 inches 2. Basement floors that are below rade on all sides are rohibited.R 322.3.3Foundations. Buildin s and structures erected in I- CO O 17 M 9 P 9 Q N N r` " ao NOT FlRE-RESISTANCE RATED z5 feet 3. CEILING JOISTS {NOT ATTCHED TO RAFTER), LAPS THREE 16D COMMON FACE NAIL o - N M � N and the walkline radius is not greater than 24� inches. Each tread shall have a depth of not less than 6� inches at the walkline. coastal high-hazard areas and Coastal A Zones shall be supported on pilings or columns. OVER PARTITIONS PROJECTIONS FlRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE 22 feet to <5 feet All treads shall be identical, and the rise shall not be more than 94 inches. Headroom shall not be less than 6 feet 6 inches. TABLE R302.1(2) R 311.8 Ramps. Section R325 Mezzanines 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS � TABLE R802.5.1(9) FACE NAIL EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS R 311.8.1 Maximum slope. Ramps serving the egress door required by Section R 311.2 shall have a slope of not more than 1 unit vertical R 325.2 MFezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feet. 5. COLLAR TIE TO RATTERS THREE 10D EACH FACE NAIL MINIMUM MINIMUM FIRE in 12 units horizontal (8.3 percent slope). All other ramps shall have a maximum slop of 1 unit vertical in 8 units horizontal R 325.3 Area limitation. The aggregate area of a mezzanine or mezzanines shall be not greater than one-third of the floor area of the 6. RAFTER OR ROOF TRUSS TO PLATE THREE IOD COMMON 2 ON SIDE + 1 ON TOE NAIL EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE 12.5 ercent . Exce tion:Where it is technical) infeasible to com I because of site constraints rams shall have a sloe of not room ors ace in which the are located. The enclosed ortion of a room shall not be included in a determination of the - - OTHER ( P ) P Y PY P P P y P 7. ROOF RAFTERS TO RIDGt, VALLEY OR HIP THREE 10D COMMON. TOE NAIL FlRE-RESISTANCE RATED 1 HOUR 0 feet more than 1 unit vertical in 8 units horizontal (12.5 percent). floor area of the room in which the mezzanine is located. RAFTERS W NOT FlRE-RESISTANCE RATED 3 feet R 312.1 Guardrails: Porches, balconies, ramps and stair landings 30" above floor or grade to be installed with 36" high railings, balusters R 325.4 Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section R311. TWO 16D COMMON. END NAIL not to allow passage of a sphere 4 inches or more in diameter. R 325.5 Openness. Mezzanines shall be open and unobstructed to the room in which they are located except for walls not more than 8. STUD TO STUD (NO AT BWP) 16D COMMON AT 24"O.C. FACE NAIL R302.2.1 Continuit . The fire-resistance-rated wall or assembl se aratin townhouses shall be continuous from the foundation to the R 312.2.1 Window sills. In dwelling units, where the top of the sill of an operable window opening is located less than 24 inches above the 53 inches in height, columns and posts. 9. STUD TO STUD AT BRACED WALL PANEL y y p g ( ) 16D COMMON AT 16"O.C. FACE NAIL z z z z z z underside of the roof sheathin deck or slab. The fire-resistance ratin shall extend the full len th of the wall or assembl , finished floor and greater than 72 inches above the finished grade or the other surface below on the exterior of the building, the Exceptions: 9. 9 9 Y 10. BUILT UP HEADER, TWO PIECES 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL 0 0 0 0 0 0 includin wall extensions throu h and se aratin attached enclosed assessor structures. operable window shall comply with one of the following: 1. Mezzanines or ortions thereof are not re uired to be o en to the room in which the are located rovided that the -' - cn u> in u5 rn u) g g P g P q P y P 11. CONTINUOUS HEAVER '10 STUD FOUR 8D COMMON. TOE NAIL R302.2.2 Parapets for townhouses. 1. Operable windows with opening that will not allow a 4 inch diameter sphere to pass through the opening where the opening is aggregate floor area of the enclosed space is not greater than 10 percent of the mezzanine area. -- w w w w w w in its largest opened position. 2. In buildin s that are not more than two stories above rade lane and a ui ed throw hout with an automatics rinkler 12. TOP PLATES TO TOP PLATLE 16D COMMON 0 16"O/C FACE NAIL of o' o o� of 1. The parapet shall extend not less than 30 inches above the roof surfaces. 9 9 P q �PP 9 P � -_ Exce tion: A aro et is not re uired in the recedin two cases where the roof coverin corn lied with a minimum Class C ratin 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. system in accordance with Section R313, a mezzanine shall not be required to be open to the room in which the mezzanine is 13. DOUBLE TOP PLATES =GLICE 8-16D COMMON 24"MIN LAP SPICE EACH SIDE OF JOI FACE NAIL P P P q P 9 9 P 9 __ ( � � as tested in accordance with ASTM E 108 or UL 790 and the roof deckin or sheathin is of noncombustible materials ora roved 3. Operable windows that are provided with window opening control devices that comply with Section 8312.2.2. located. g g PP Section 8403 Footin s 14. BOTTOM PLATE TO JOIST CR BLOCKING (NOT AT BWP) 16D AT 16"O.C. FACE NAIL o 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 R312.2.2 Window opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening control g " N device, after o eration to release the control dev;ce allowin the window to full o en, shall not reduce the net clear o enin area R401.4.1 In lieu of a complete geotechnical evaluation footings shall be placed on rock, sand ravel and or ravel, sand, silt sand 15. BOTTOM PLATE TO JOIST OR BLOCKING (AT BWP) 2-16D AT 16 O.C. FACE NAIL board is installed directly beneath the roof decking or sheathing, supported by not less than nominal 2 inch (51 mm) ledgers P 9 Y P P 9 9 / 9 Y o attached to the sides of the roof framing members, for a distance of not less than 4 feet on each side of the wall or walls and of the window unit to less than the area required by Section R310.2.1. clayey sand, silty gravel or clayey gravel with a presumptive design load bearing value of 2,000 PSF. Do not place footings 16. TOP OR BOTTOM PLATE TO STUD TWO 16D COMMON. END NAIL any openings or penetrations in the roof are not wiithin 4 feet of the common walls. on soil that consists primarily of clay or silt or have any inorganic material or fill. _ FOUR 8D COMMON. TOE NAIL 3. A aro et is not re uired where roof surfaces adjacent to the wall or walls are at different elevations and the hi her roof is Section R313 Automatic Fire S rinkler S stems R402.2 Concrete: A 28 day minimum compressive strength (f'c) is required at the following locations: a P P q J 9 P Y 17. TOP PLATES, LA, S AT COt2NERS + INTERSECTION 2-16D COMMON 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 R313.1 Townhouse automatic fire sprinkler systems. Townhouses having a height of three stories above grade shall be equipment 2. Basement walls exposed to weather. 3000 psi plus 5 to 7% air entrainment I I -T_ deck shall have not less than a 1-hour fire-resistance rating. The wall shall be rated for exposure from both sides. throughout with an automatic sprinkler system. 3. Porch slabs, steps, and garage slabs: 3500 psi plus 5 to 7% air entrainment 21. JO ST TO S LL "TOP PLA,>, OR GIRDER THREE 8D COMMON. TOE NAIL R302.2.4 Structural inde endence. Each individual townhouse shall be structural) rude endent. R313.1.1 Desi n and installation. Automatic residential fires rinkler s stems for townhouses shall be desi ned and installed in accordance R 403.1.4.1 Frest r'otection: Bottom of all footin s to be at least 36" below rade. 22. RIM JOIST OR BLOCKING TO SILL OR TOP PLATE 8D COMMON ® 6"0/C TOE NAIL r T , P Y P 9 P Y 9 P 9 9 W W Exceptions: with Section P2904 or NFPA 13D. R 403.1.5 _ Stepped Footings: Step footing 1 ft vertical maximum on 2 feet horizontal where slope of footing bottom exceeds 10% 27. BUILT UP GIRDERS AND PFAMS 2X LUMBER 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER 2 � co 8313.2 One and two famil cD 1. Foundations supporting exterior walls or common walls. y dwellings automatic fire systems. One and two family dwellings having a height of three stories above grade 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 28. 2X LEDGER THREE 16D COMMON AT EACH JOIST OR RAFTER. FACE NAIL } 5. Townhouses separated by a common wall as proivided in Section R302.2, Item 1 or 2 shall be equipped throughout with an automatic sprinkler system. with stud bearing walls, isolated plain concrete footings supporting columns or pedestals are permitted. R313.2.1 Desi n and installation. Automatic residential fires rinkler s stems shall be desi ned and installed in accordance with Section 31. WOOD STRUCTURAL PANELS: RAMIN OR, 6D COMMON (WALL) 6" o/c at edges and LU o 8302.3 Two-family dwellings. Dwelling units in two family dwellings shall be separated from each other by wall and floor assemblies having 9 P Y 9 R 403.1.6 Foundation Anchorage: Wood sole plates at exterior walls on slabs and all wood foundation wall sill plates shall be anchored ROOF, AND WAIL SHEATHING TO FRAMING W w P2904 or NFPA 13D. SD COMMON (ROOF) 12 o/c at interior � Y not less than a 1-hour fire-resistance rating where tested in accordance with ASTM E 119 or UL 263. Fire-resistance-rated with X� inch diameter anchor bolts spaced as shown on the plans and details. Bolts shall extend a minimum of 7 inches into � v iti 8D COMMON (SUBFLOOR) supports (see note f) UJ floor/ceiling and wall assemblies shall extend to onid be tight against the exterior wall, and wall assemblies shall extend from the concrete and located in the middle third of the width of the plate. A nut and washer shall be tightened on each anchor bolt. , _ � = a foundation to the underside of the roof sheathing. Balconies and decks. Sprinkler protection Shall be provided for exterior balconies, decks and ground floor patios of ?Isere shall be a minimum of two bolts per plate section and located not more than 12" or less than 3.5" from the end of a. All nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing I� v Exceptions: dwelling units where the building is of Type V construction. Sidewall sprinklers that are used to protect such areas shall each plate section. Plates shall be protected against decay and termites. connections shall have minimurn average bending yield strengths as follows: 80 ksi for shank diameter of 0.192" (20d common nail), 1.A fire-resistance rating of X hour shall be permittted in buildings equipped throughout with an automatic sprinkler system installed be permitted to be located such that their deflectors are within 1 inch to 6 inches below the structural members and a TABLE 8404.1.2(1) 90 ksi for shank diameters iarner than 0.142" but not larger than 0.177", and 100 ksi for shank diameters of 0.142" or less. - w in accordance with NFPA 13. maximum distance of 14 inches below the deck of the exterior balconies and decks that are constructed of open wood d. 4-foot-b -8 foot or ; f,,ot b ~ Minimum Horizontal Reinforcement for Concrete Basement Walls y y 9 foot panels shall be applied vertically W o R302.3.1 Su ortin construction. Where floor assemblies are re uired to be fire-resistance rated b Section R302.3, the su ortin joist construction. f. Intermediate su orts shall ire s aced 6 inches on center for a minimum of 48 inch distance from rid es, eaves and able end 0 W Z PP 9 q Y PP 9 f PP P 9 9 construction of such assemblies shall have an equail or greater fire-resistance rating. I ` MAXIMUM UNSUPPORTED walls and 4 inches on center ;o gable end wall framing. f HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT ._-.--__ w R302.5.1 Opening Protection. Honeycomb-core steel doors niot less than 1 3/8 inches thick, or 20 minute fire-rated doors, equipped with a Section R314 Smoke Alarms WALL (FEET) self-closing device. Doors from garage into habitablle space: 45 min. fire rated with self - closing device. R314.1 General. Smoke alarms shall comply with NFPA 72 and Section R314. R602.3(5) 2x4 wall studs at 1 G inr.'-,es on center with a maximum height of 10 feet shall support a maximum of one floor plus W M R302.5.2 Duct Penetration. Ducts in the arae and ducts enetratin the walls or ceilin s se aratin the dwellin from the arae shall be R314.1.1 Ustin s. Smoke alarms shall be listed in accordance with UL 217. Combination smoke and carbon monoxide alarms shall be 58 ONE N0. 4 BAR WITHIN 12 INCHES IG THE TOP OF THE WALL STORY 9 9 P 9 9 P 9 9 9 9 g AND ONE N0. 4 BAR NEAR MID- HEIGHT OF 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 iii r F� Of constructed of a minimum No. 26 gage sheet steel' or other approved material and shall not have openings into the garage. listed in accordance with UL 2034. � v ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY of two floor plus roof/ce.iling assembly. Exceptions: Where designed by in accordance with accepted engineering practice or � � R302.6 Dwelling-garage fire separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply R314.3 Location. Smoke alarms shall be installed in the following locations. >8 where the ultimate desi wind s eed is less than or a ual to 130 m h, 2X6 2 rade studs su ortin a roof load with ~ with Section R302.5. Attachment of sum board shall com I with Table R702.3.5. The wall se aration rovisions of Table R302.6 1. In each slee in room. AND ONE N0. 4 BAR NEAR THIRD POINTS IN THE WALL STORY g''' P q P # 9 PP 9 9YP P Y P P p 9 not more than 6 feat of tributary length shall have a maximum wall height of 18 feet when spaced at 16 inches on z m shall not apply to garage walls that are perpendicullar to the adjacent dwelling unit wall. 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. center and 20 feet where spaced at 12 inches on center. � � J 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 4. Smoke alarms shall be installed not less than 3 feet 914 mm horizontal) from the door oro enin of a bathroom that R602.3.2 To late. Wood stud walls shall be ca ed with a double to late installed to rovide overla rn at corners and Z Q a 0 ( ) y P g TABLE R404.1.2 8 Minimum Vertical Reinforcement for 6, 8, 10 and 12 inch Concrete Basement Walls P P PP P P P PP g U areas. contains a bathtub or shower. ( ) intersections with bearing partitions. End joints in top plates shall be offset not less than 24 inches. Joints in plates (� TER - cn R302.6 Garage ceiling: 5/8 type X gypsum board R314.3.1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent MINIMUM VERTICAL REINFORCEMENT BAR need not occur over studs. Plates shall be not less than 2 inches nominal thickness and have a width not less than the (n . •• width of the studs. OBER 8302.9 Flame Spread & Smoke Density Index. R309.2.1: Wall & ceiling finishes shall have a flame spread classification of not greater than placement of a smoke alarm in a location required by Section R314.3. SIZE AND SPACING (INCHES) a �, T 200. R30.9.2: Wall & Ceiling finishes shall have a smoke developed index of not greater than 450. 1. Ionization smoke alarms shall not be installed less than 20 feet 6096 mm horizontal) from a ermanentl installed cookie R602.6 Drilling and notching of dimensional lumber to conform to sections R602.6, R602.6.1, and figur+e R602.6(1). Notching & �!i t, C'�, - ( ) Y P Y 9 MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE OF v m -_ R302.11 Fire blocking shall be provided in wood-framed construction in the following locations: appliance. WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH bored hole limitations for exterior walls and bearing walls, figure R602.6(2) Notching and bored hole limitations for interior (y "' - 41y in P P 9 P P 99 2. Ionization smoke alarms with an alarm-silencing switch shall not be installed less than 10 feet (3048 mm) horizontally from a (FEt� (FEET? Do not backfill with any soil containing silt or clay. non bearin walls & fi ure 8602.6.1 to late framin to accommodate i in 16 a e and 1.5 inch wide metal tie ?"Q'= C7 1. In concealed s aces of stud walls and artitions, includin furred s aces and arallel rows of studs or sta ered studs, as 9 9 P P 9 P P 9 9 9 (n WALL THICKNESS (INCHES) fastened across and to the plate at each side of the notch with 8-10d nails each side. Follow manufacturers Q --I . \ m follows: permanently installed cooking appliance. � ��' �•f 1.1 Vertical) at the ceilin and floor levels. 13 to t2 specifications for engineered products. (figure 8602.6.1) a. T- Y 9 3. Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a permanently installed cooking g Z NR 10 NR �t A. �-, Z >f 1.2 Horizontally at intervals not exceeding 10 feet. appliance. 2. At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. 4. R 314.4 Interconnection. Where more than one smoke alarm is required to be installed within an individual dwelling unit in s 8 5 ® 4t NR NR U IQ 10 10 9 6 O 47 5 ® 22 NR ECJ Y 3. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with accordance with Section 8314.3, the alarm devices shall be connected in such a manner that the actuation of one alarm will ,r Section R302.7. activate all of the alarms in the individual dwelling unit. NR denotes no reinforcing required. ❑ 4. At openings around vents, pipes, ducts, cables aind wires at ceiling and floor level, with an approved material to resist the free • passage of flame and products of combustion. The material filing this annular space shall not be required to meet the ASTM E 136 Section 8315 Carbon Monoxide Alarms Locate vertical bars 1Ya" clear from inside face of walls. The center of bars shall not vary from this by more than inch. . ...............................................I...... requirements. R315.1 General. Carbon monoxide alarms shall comply with Section R315. JOB NUMBER 5. For the fire blocking of chimneys and fireplaces, see Section R1003.19. R315.1.1 Listings. Carbon monoxide alarms shall be listed in accordance with UL 2034. Combination carbon monoxide and smoke alarms 6. Fire blocking of cornices of a two-family dwelling is required at the line of dwelling unit separation. shall be listed in accordance with UL 2034 and UL 217. 2 0 1 6 0 2 3 R302.11.1 Fireblocking materials. Except as provided in Section R302.1, Item 4, fireblocking shall consist of the following materials. R315.2 Where required. Carbon monoxide alarms shall be provided in accordance with Sections R315.2.1 and R315.2.2. 1. Two-inch nominal lumber. R315.2.1 New construction. For new construction, carbon monoxide alarms shall be provided in dwelling units where either or both of the LLI 2. Two thicknesses of 1" nominal lumber with broken lap joints. following conditions exist. CJI U) SHEET NUMBER 3. One thickness of 23/32 inch wood structural panels with joints backed by 23/32 inch wood structural panels. 1. The dwelling unit contains a fuel fired appliance. Q 2 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. 2. The dwelling unit has an attached garage with an opening that communicates with the dwelling unit. a- Z 5. One half inch gypsum board. 915.2.3.1 One Family Dwellings. 7 Z 6. One quarter inch cement based millboard. 1 �✓ 7. Batts or blankets of mineral wool or glass fiber or other approved materials installed in such a manner as to be securely 915.2.3.1.1 Buildings constructed on or after January 1, 2008. U) retained in place. Q COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED TABLE R602.3(3) P2607.2 Pipes penetratingexterior walls. Where a pipe penetrates an exterior wall, waterproof seal shall be made on the exterior of the Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) wall by one of he following methods: P P P TRUSS IDENTIFICATION SIGN N1101.11.1 (8303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crawlspace walls and 1. A waterproof sealant applied at the joint between the wall and the pipe. PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS ULTIMATE DESIGN P PP• j � P P MINIMUM NAIL PANEL NAIL the perimeter of slab-on-grade floors shall have rigid, opaque and weather-resistant protective covering to prevent the degradation W SPACING WIND SPEED V ult 2. A flashing of an approved elastomeric material. TYPE CONSTRUCTION, PRE-ENGINEERED WOOD (mph) of the insulations thermal performance. The protective covering shall cover the exposed exterior insulation and extend not less CONSTRUCTION AND/OR TIMBER CONSTRUCTION 2 o MINIMUM MINIMUM MAXIMUM WALL P2801.6 Required pan. Where a storage tank-type water heater or a hot water storage tank is installed in a location where water leakage WOOD NOMINAL PANEL STUD SPACING than 6 inches (153 mm) below grade. � U WIND EXPOSURE from the tank will cause damage, the tank shall be installed in a pan constructed of one of the following: � SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) N1101.14 R401.3 Certificate Mandato A permanent certificate shall be completed b the builder or HERS Rater professional and posted REFLECTIVE RED 6" DIA. U (INCHES) PANEL SPAN (INCHES) EDGES FIELD CATEGORY ( ) (Mandatory). P P Y P P 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. RATING (INCHES O.C.) (INCHES D.C.) On a wall in the where the furnace is located, a utility room or an approved location inside the building. PANTONE (PMS) 1187 0 U m 8 C D TABLE N1102.1.2 (R402.1.2) 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. 2 8d 1.75 24/16 7/16 1s 6 12 170 140 135 Insulation and fenestration Requirements by Component 3. Other approved materials. N ZO N w 2 COMMON \ , A plastic pan shall not be installed beneath a gas-fired water heater. �,// r` () rn m CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL I•�- � tel- t R602.3.5 Braced wall panel uplift load path. Braced wall panels located at exterior walls that support roof rafters or trusses ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE do SPACE () .� ti (including stories below top story) shall have the wall sheathing and fasteners designed to resist combined uplift and shear U-FACTOR sHGc R-VALUE R-VALUE R-VALUE DEPTH R VALUE Section U101 Scope EFLECTIVE 0 5o � O' forces in accordance with accepted engineering practice. 4 EXCEPT U101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. M WHITE .+., N MARINE 0.35 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10.2 ft 10/13 " FR � 0 R802.11 Rafter or truss uplift force. a 2 Z P Section U102 General Definitions 1/4" i 2*5 _ rn For rafters at 16"o/c in 130mph wind speed. Roof pitch > 5/12 Exposure B Z U 0 3 - M Solar-Ready Zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a 1/2" O Span (ft) 12 18 24 28 32 36 42 48 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 solar photovoltaic or solar thermal stem. _ U Q w � M roof/ceiling assembly does not allow sufficient space for the required insulation, the minimum required insulation for such P Y TRUSS IDENTIFICATION SIGN STROKE LO v Uplift Force # 117 149 182 203 226 247 281 314 / 9 Y P q q COMPLIANCE WITH 19 NYCRR 1264 M 00 Increase x1.09 for Itch < 5/1 2. Increase x 1.5 for 24"o/c spacing. Increase x 1.32 for 140 mph. roof/ceiling assemblies shall be R-30. The reduction of insulation from the requirements of Section N1102.1.2 shall be limited to ❑ U ^ p / p g P 500 sf (46 m2) or 20 percent of the total insulated ceiling area, whichever is less. Section 0103 Solar-Ready Zone SIGNS IDENTIFYING THE EXISTANCE OF TRUSS CONSTRUCTION SHAH CONSISTS OF A CIRCLE 6'IN R702.3.5.1 Screw fastening. Screws for attaching gypsum board and gypsum panel products to wood framing shall be Type W or Type S in U103.2 Construction document requirements for solar ready zone. Construction documents shall indicate the solar-ready zone. DIAMETER,WITH A STROKE WIDTH OF 1/2'.THE SIGN BACKGROUND SHAM BE REIUCTIVE WHITE IN of m accordance with ASTM C 1002 and shall penetrate the wood not less than 5 8 inch. N1102.2.4 (R402.2.4) Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces such as attics and crawl COLOR.THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR,CONFORMING TO PANTONE P / spaces shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. U103.3 Solar-ready zone area. The total solar-ready zone area shall be not less than 300 square feet (27.87 m2) exclusive of (D 2 MATCHING SYSTEM(PMS)X187. 8702.4 Ceramic Tile. mandatory access or set back areas as required by the International Fire Code. New multiple single-family dwelling (townhouses) P4 a_ Exception: vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration 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. 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) SECTION 1265.4.SIGN OR SYMBOL materials listed in Table R702.4.2, and installed in accordance with the manufacturer's recommendations. per dwelling shall have a solar-ready zone area of not less than 150 square feet (13.94m2). The solar-ready zone shall be THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED N1102.2.8 (R402.2.8) Floors. Floor framing-cavity insulation shall be installed to maintain permanent contact with the underside of the TO THE EXTERIOR OF THE RESIDENTIAL STRUCTURE PROVIDED,HOWEVER,THAT: IS AFFIXING THE SIGN OR TABLE R702.4.2 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 subfloor decking. SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX,OR IF THE UTILITY Backer Board Materials back areas as required by the International Fire Code. PROVIDING ELECTRICAL SERMCE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SYMBOL N1102.2.9 down(R40o 1 Basement walls. Walls associated with conditioned basements shall is insulated from the top with the basement wall U 103.4 Obstructions. Solar-read zones shall be free from obstructions, includingbut not limited to vents chimneys, and roof-mounted TO BE AFFIXED TO THE ELECTRICAL BO THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXIERIOR MATERIAL STANDARD down to 10 feet (3048 mm) below grade or to the basement floor, whichever is less. Walls associated with unconditioned Y ' Y X GLASS MAT GYPSUM BACKING PANEL ASTM C 1176basements shall meet this requirement unless the floor overhead is insulated in accordance with Section N1102.1.2 and N1102.2.8. equipment. WALL OF THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX.THE FIBER REINFORCED GYPSUM PANELS ASTM c 1278 U103.5 Roof load documentation. The structural design loads for roof dead load and roof live load shall be clearly indicated on the SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE Z NONASBESTOS FIBER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY C N1102.4.2 (R402.4.2) Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors, and outdoor combustion air. construction documents. I OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE. O_ NONASBESTOS FIBER MAT REINFORCED CEMENTRIOUS BACKER UNITS ASTM C 1325 Where using tight-fitting doors on factory-built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested U103.7 Electrical service reserved space. The electrical service panel shall have a reserved space to allow installation of a dual pole WOOD ROOF TRUSS SPECIFICATIONS: F_ and listed for the fireplace. Where using tight fitting doors on masonry fireplaces, the doors shall be listed and labeled in U TABLE R703.8.1 accordance with UL 907. circuit breaker for future solar electric installation and shall be labeled "For Future Solar Electric". The reserved space shall be ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE 0 INTERNATIONAL BUILDING CODE. Z) Allowable Spans for steel lintels supporting masonry veneer TABLE N1102.4.1.1 8402.4.1.1 positioned at the opposite (load) end from the input feeder location or main circuit location. OTE: 5/8 INCH THICK ROOF SiiEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. H SIZE OF STEEL ANGLE Na STORY ONE STORY o STORIES Air Barrier and Insulation Installation N °•O ('"°"°') ABOVE ABOVE ABOVE E 3901.7 Outdoor outlets. A water roof outlet is required for an size, deck, porch, or balcony that is accessible from inside dwelling unit. Z GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. P q Y P Y 9 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: Z L3x3xt/4 6'-O• 4'-6" 3'-0' THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. E 3901.9 Garage Outlets. Garage receptacle, Outlets must be serviced by a separate branch circuit that does not supplthtlets. At L4x3xt/4 0• 5'-0' 4'-6' BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. y other outlets. p (EQUATION 16-8) O 6'- least one receptacle outlet is required for each car space in a garage. D + LE CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY ( QUATION 16-9) L5x3.5x5/18 ta'-o• 6'-0• 6'-0' GAPS IN THE AIR BARRIER SEALED. E 3902.11 Location of GFCI outlets. All GFCI outlets must be placed in readily accessible locations. D + S (EQUATION 16-10) W L6x3.5xt/4 14'-0• e•-6• 7'-o• ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL E 402.14 Tamper resistant receptacles. Nearly all 125 volt 15 and 20 amreceptacles to be tamper resistant. D + .6W (EQUATION 16-12) O ,, n^^ BE SEALED. D + 0.75 (.6W) + 0.75 S (EQUATION 16-13)p I.L. L a. Long leg of the angle shall be placed in a vertical position. WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE Z ` ' J C. Minimum bearing to be 6". THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. KNEE WALLS SHALL BE SEALED. 8703.12 Adhered masonry veneer installation. Adhered masonry veneer shall comply with the requirements of Section 8703.7.3. WINDOWS. SKYLIGHTS AND THE SPACE BETWEEN WINDOW/ DOOR JAMBS AND FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE 1 THE WORK SHOWN ON THESE DRAWINGS HAS BEEN DESIGNED IN WITH CHAPTER 26 TO 30 OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE 8703.12.1 Clearances. On exterior stud walls, adhered masonry veneer shall be installed: DOORS SEALED. ACCORDANCE WITH THE STRUCTURAL REQUIREMENTS OF THE 2015 CATEGORY B. 1:1 INTERNATIONAL RESIDENTIAL CODE AS ADOPTED BY NEW YORK STATE. 1. Minimum of 4 inches 102 mm above the earth RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: r T 1 8703.12.2 1. Minimum at foundation. A(corrom ) resistant screed or flashing of a minimum 0.019 inch 0.48 mm or 26 gage galvanized or FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION DESIGN LOADS: TAB TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY Flashing 9 ( ) 9 9 9 GARAGE AND CANTILEVERED 2 THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR plastic with a minimum vertical attachment flange of 3 X inches (89 mm) shall be installed to extend a minimum of 1 inch (25 FLOORS) THE FOLLOWING LIVE LOADS: IO R F T ASCE7 10 , TCDL - 15 PSF, BCLL-10PSF, AND BCDL - 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. mm) below the foundation plate line on exterior stud walls in accordance with Section R703.4. SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED ROOF: SPACE SHALL BE SEALED. GROUND SNOW LOAD 20PSF FROM FIGURE R301.2(5) ALLOWABLE 8703.14.2 Fire Separation. Polypropylene siding shall not be installed on walls with a fire separation distance of less than 5 feet (1524 mm) GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. MINIMUM; DISTRIBUTED LIVE LOAD PER TABLE R301.5 STRUCTURAL MEMBER DEFLECTION TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". and walls closer than 10 feet (3048 mm) to a building on another lot. (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS h.-� Exception: Walls perpendicular to the line used to determine the fire separation distance. RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO PER LINER FOOT DEAD LOAD FOR ROOF FRAMING) Rafters having slopes greater than 3:12 L/180 TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN THE DRYWALL. With no finished ceiling attached to rafters DRAWINGS SHALL INCLUDE THE FOLLOWING INFORMATION: O 8703.8.2.2. Support by roof construction. A steel angle shall be placed directly on top of the roof construction. The roof supporting g construction for the steel angle shall consist of not fewer than three 2 inch b 6 inch wood members for wood construction. A SHOWER/ TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM FLOORS: 40 PSF 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. 9 Y EXTERIOR WALL I FROM THE SHOWERS AND TUBS. BALCOF!iES AND DECKS: 40 PSF Interior walls and partitions H/180 2. LOCATION OF ALL JOINTS. ^ ''' wood member abutting the vertical wall stud construction shall be anchored with not fewer than three 5/8 inch diameter by 5 inch ELECTRICAL/ PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED UNINHABITABLE ATTIC W/O STORAGE: 10 PSF FIoOfS and Ceilings w/ brittle finish L/360 3. REQUIRED BEARING WIDTHS. I- �y w lag screws to every wood stud spacing. Each additional wood roof member shall be anchored by the use of two 10d nails at ON EXTERIOR WALLS BOXES SHALL BE INSTALLED. UNINHABITABLE ATTIC WITH STORAGE: 20 PSF 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. I W every wood stud spacing. Install flashing and weep holes. The maximum height of the brick veneer above the lintel shall be 12 HABITABLE ATTIC W FIXED STAIRS: 30 PSF All other structural members L/240 4.2. TOP CHORD DEAD LOAD. IU) r feet 8 inches, with max 7:12 roof pitch. See figures R03.8.2.1 & R703.8.2.2. N1102.4.5 (R402.4.5) Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage Exterior walls with plaster or stucco finish L/180 4.3. BOTTOM CHORD LIVE LOAD. p �1 R703.8.4 Masonry veneer shall be anchored to the the supporting wall studs with corrosion resistant metal ties embedded in mortar or grout between conditioned and unconditioned spaces. All recessed luminaires shall be IC-rated and labeled as having an air leakage rate ULTIMATE DESIGN WIND SPEED: 130 MPH FROM FIGURE R301.2(4)A 4.4. BOTTOM CHORD DEAD LOAD. m and extending into the veneer a minimum 1-1/2 inches, with not less than 5/8 inch mortar or grout cover to outside face. not more than 2.0 cfm (0.944 L/s) when tested in accordance with ASTM E 283 at a 1.57 psf (75Pa) pressure differential. All EXPOSURE CATEGORY: B FROM R301.2.1.4 Exterior walls with brittle finishes L/180 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. VIM) minimum tie size= 22 US gage. Minimum tie fastener = 8d common nail. Airspace= Nominal 1" between sheathing & veneer. EAch recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling Covering. SEISMIC DESIGN CATEGORY: B FROM FIGURE 301.2.2 (exempt from 4.6. CONTROLLING WIND LOADS. ❑ tie shall support not more than 2.67 square feet of wall area and shali be spaced not more than 32" on center horizontally and C402.4 (R402.4.6) Tenant Separation Walls (Mandatory). Fire Separations between dwelling units in two-family dwellings and multiple seismic provisions of code per R301.2.2) Exterior walls with flexible finishes I L/180 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. ^ 0 6. EACH REACTION FORCE AND DIRECTION. 24 inches on center vertically. single-family dwellings (townhouses) shall be insulated to no less than R-10 and the walls shall be air sealed. PRESUMPTIVE LOAD-BEARING VALUE OF SOIL: 2,000PSF Per TABLE 8401.4.1 Lintels supporting masonry veneer I L/600 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR > �� R703.8.5 Flashing shall be located beneath the first course of masonry above finished ground level above the foundation wall or slab and at Includes soil classes: GW, GP, SW, SP, SM, SC, GM, and GC. EXCEPT WHERE SYMMETRICALLY other points of support., including structural floors, shelf angles and lintels where masonry veneers are designed in accordance with Section N1103 (8403) NOTE: Soils with clay or clay and silt will require a redesign LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. P4 section R703.8. Systems of built"ng footings. 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. 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 N 1103.1 (R403.1) Controls (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. &j not be less than 3/16 inch in diameter. Weepholes shall be located immediately above the flashing. N 1103.1.1 (R403.1.1) P-rammable thermostat. The thermostat controlling the primary heating or cooling system of the dwelling unit shall TABLE R301.2(2) WOOMAMW VXSMOMEVnV, fSORCES IN THE TRUSS MEMBERS. I-- be capable of controlling the heating and cooling system on a daily schedule to maintain different temperature set points at Door And Window Re uired Design Loads: PGDOBEQ TRFlg$gENT�IATJRUBE W9185RDBMINMELQm0.A0t1'�IG LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF Q R801.3 Roof drainage. All dwellings shall have a controlled method of water disposal from roofs that, will collect and discharge roof different times of the day. This thermostat shall include the capability to set back or temporarily operate the system to maintain q g THE INTERNATIONAL BUILDING CODE. I-- drainage to the ground surface not less than 5 feet from foundation walls or to an approved drainage system. All exterior windows and doors shall meet minimum wind pressures C/)zone tempei���;es down to 55'F (13'C) or up to 85'F(29'C). The thermostat shall initially be programmed by the manufacturer in pounds per square foot for 30 foot mean roof height, 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: l-_ R802.1.5.4 Labeling. Fire-retardant treated lumber and wood structural panels shall be labeled. 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). exposure B, zone 5 (end wall zone) as follows: pZ U R802.3 Framing details. Rafters shall be framed not more than 1 X inches (38 mm) offset from each other to ridge board or directly (EQUATION 16-8) N1103.1.2 (8403.2) Hot water boiler outdoor temperature setback. Hot water boilers that supply heat to the building through one or two pipe D + L (F;,iUATION 16-9) W opposite from each other with a gusset plate as a tie. Ridge board shall be not less than 1 inch (25 mm) nominal thickness heating systems shall have an outdoor setback control that lowers the boiler water temperature based on the outdoor temperature. 130 MPH ULTIMATE 140 MPH ULTIMATE 2 and not 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 N1103.3 (R403.3) Ducts. Ducts and air handlers shall be in accordance with Sections N1103.3.1 through N1103.3.5. WINDOW/DOOR SQ.FT.AREA WIND SPEED WIND SPEED D = DEAD LOAD, L = LIVE L0,"% Z) inch (51 mm) nominal thickness and not less in depth than the cut end of the rafter. Hip and valley rafters shall be supported 0 at the ridge by a brace to a bearing partition or be designed to carry and distribute the specific load at that point. Where the 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 10 S.F. +18.2/-19.0 +21.2/-28.0 FIOOR TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: O roof pitch is less than three units vertical in 12 units horizontal (25 percent slope), structural members that support rafters and (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 20 S.F. +17.4 -22.0 +20.24-26.0 TCLL = 40 PSF, TCDL = 10 PSF, AND BCDL = 5 PSF 0 ceiling joists, such as ridge beams, hips and valleys" shall be designed as beams, 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-4.2 150 S.F. +16.3/-20.0 +19.0/-23.0 where less than 3 inches 76.2 mm in diameter. TRUSSES SHALL HAVE A MAXIMUM LIVE LOAD DEFLECTION OF L 8802.3.1 Where ceiling joists or rafter ties are not provided, the ridge formed by these rafters shall be supported by a wall or girder 100 S.F. +15.5/-19.0 +18.0/-22.0 480 AND A TOTAL LOAD DEFLECTION OF THE LESSER; OF L/360 OR .75"./ designed in accordance with accepted engineering practices. Exception: Ducts or portions thereof located completely inside the building thermal envelope. R802.7.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated N1103.3.2 (R403.3.2) Sealing (Mandatory). Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with either Table values shall be adjusted for heights > 30 and exposure C or D by multiplying by the TRUSS DESIGN DRAWINGS SHALL BE PROVIDED R ARCHITECT AND BUILDING OFFlCU�L AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN 9 P � adjustment coefficient in Table 8301.2(3). DRAWINGS SHALL INCLUDE THE FOLLOWING INFORMATION: members, cross-laminated timber members or I-joists are prohibited except where permitted by the manufacturers the 2015 International Mechanical Code (as amended), the 2015 International Residential Code (as amended) of the New York City Plus sign signifies pressures acting toward the building surfaces. 1. DEPTH, SPAN, AND SPACING. recommendations or where the effects of such alterations are specifically considered. Constructions Codes, as applicable. Minus sign signifies pressures acting away from the building surfaces. 2. LOCATION OF ALL JOINTS. R802.8.1 Bridging. Rafters and ceiling joists having a depth to thickness ratio exceeding 6 to 1 based on nominal dimensions shall be Exceptions: 3. REQUIRED BEARING WIDTHS. supported laterally by solid blocking, diagonal bridging (wood or metal) or a continuous 1 inch by 3 inch wood strip nailed across 1. Air-impermeable spray foam products shall be permitted to be applied without additional joint seals. 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. the rafter or ceiling joists at intervals not exceeding 8 feet. 2. For ducts havingstatic pressure classification of less than 2 inches of water column 500 Pa), additional closures stems shall 4.2. TOP 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. P ( ) y 4.3. BOTTOM CHORD LEE EGAD. P not be required for continuously welded joints and seams, and locking-type joints and seams of other than the snap-lock and 4.4. BOTTOM CHORD DEAD LOAD. Iii Connect with tecos for header joist spans of 6'-0" and greater. button-lock types. ABBREVIATIONS 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. < N N h N o0 8806.3 Vent and insulation clearance. Where eave or cornice vents are installed, insulation shall not block the free flow of air. Not less N1103.3.3 (R403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage. 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. 0 "' r' 00 �i N1103.4 R403.4 Mechanicals stem piping insulation Mandato Mechanicals stem piping capable of carrying fluids above 105'F 41'C A.B. ANCHOR BOLT 6. EACH REACTION FORCE AND DIRECTION. D.S. DOWNSPOUT LT. WT. LIGHTWEIGHT RMS. ROOMS than a 1 inch space shall be provided between the insulation and the roof sheathing and at the location of the vent. ( ) Y P P 9 (Mandatory). Y P P 9 P ry 9 ( ) A.F.F. ABOVE FINISH FLOOR DTL DETAIL LT. LIGHT REINF. REINFORCING,REINFORCED 7• JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND'THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR or below 55'F (13'C) shall be insulated to a minimum of R-3.N1103.7(R403.7) Equipment sizing and efficiency rating (Mandatory). ADJ. AUIJACENT ADJUSTABLE EXCEPT WHERE SYMMETRICALLY Section 8807 Attic Access Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on building loads calculated in accordance A.F.T. ABOVE FINISH TREAD �' EACH Lam• LOUVER RNG RANGE LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. with ACCA Manual J or other calculated in accordance with ACCA Manual J or other approved heating and cooling calculation E.J. EXPANSION JOINT LT. LAUNDRY TUB R.O. ROUGH OPENING PP 9 9 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. R807.1 Attic access. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that have a ALUM. ALUMINUM R. RISER 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. ANCH. ANCHOR ELEC. ELECTRICAL MAS. MASONRY 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. 9 ( ) 9 q ( ) g N1103.8 R403.6 Mechanical ventilation Mandato The building shall be provided with ventilation that meets the requirements of the 2015 ELEV. ELEVATION RND ROUND 10. DEFLECTION RATIO FOR SNE AND TOTAL LOAD. be measured from the to of the ceiling framing members to the underside of the roof framing members. ( ) (Mandatory) 9 P q < ANGLE MAT. MATERIAL P g 9 9 EQ. EQUAL .C. SAWCUT 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. International Mechanical Code (as amended), the 2015 International Residential Code (as amended), or the New York City ARCH. ARCHITECTURAL MAX.MAXMAXIMUM The rough-framed opening shall be not less than 2.2 inches by 30 inches (559 mm by 762 mm) and shall be located in a EQUIP EQUIPMENT SCHEN. SCHEMATIC 12. REQUIRED PERMANENT TRUSS MEMBER�BRACING LOCATIONS. hallwayor other readily accessible location. Where (located in a wall, the opening shall be not less than 22 inches wide b 30 Construction Codes, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have ® AT MDO MEDIUM DENSITY OVERLAY Y P g automatic or gravity dampers that close when the ventilation system is not operating. EXP. EXPANSION MECH. MECHANICAL SHLF SHELF « Trim DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-CEILING z inches high (559 m wide by 762 mm high). Where the access is located in a ceiling, minimum unobstructed head-room in the E z z z z z BD. BOARD . MINIMUM EXTERIOR MINSHT. SHEET ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING SHALL O O O O O O attic space shall be 30 inches (762 mm) at some point above the access measured vertically from the bottom of ceiling framing Section N1104 (R404) Li Electrical Power and stems BLDG. BUILDING EE. EACH END SIM. SIMILAR DIVIDE in C/5U) U)DE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING U) members. See Section M1305.1.3 for access requirements where mechanical equipment is located in attics. 9htin 9 Systems BM BEAM M.D. MASONRY OPENING S.S. STAINLESS STEEL MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR-CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES > > > > > > N1104.1 (R404.1) Lighting and equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall MTL. METAL STL. STEEL - - UJ LU BTM BOTTOM F/C FLOOR COVERING CHANGE Section 8902 Fire Classification la high-efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high-efficacy BLKG. BLOCKINGTRUCT. STRUCTURAL MATERIALS: DRAFTSTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. R 902.1 Roofing covering materials. Roof shall be covered with materials as set forth in Sections 8904 and 8905. Class A. B or C lamps. Exception: Low voltage lighting. F.D.FDFLOOR DRAIN N.I.C. NOT IN CONTRACT BRG. BEARING FDN. FOUNDATION NTS SUSP. SUSPENSION co roofing shall be installed in jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 BRK BRICK (NTS) NOT TO SCALE SGD SLIDING GLASS DOOR TYPICAL ROOF & FLOOR TRUSS NOTES: o FLR. FLOOR Q feet 914 mm from a lot line. Class A. B and C roofing required b this section to be listed shall be tested in accordance with Section M1305 Appliance Access FP FIREPLACE + "' ( ) 9 q y BSMT BIASEMENT SQ. SQUARE TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF N 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 ENTER LINE O.C. ON CENTER METAL-PLATE-CONNECTED WOOD TR Ct F.R. FIRE RATED TB TOWEL BAR TRUSSES SHALL COMPLY WITH ANSI/TPI1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY R 902.4 Rooftop mounted photovoltaic panels and modules. Rooftop mounted photovoltaic panels and modules installed on or above the replacement without removing permanent construction, other appliances, or any other piping or ducts not connected to the C.M.U. CONCRETE MASONRY UNIT FRM OPER. OPERATOR appliance being inspected, serviced, repaired or replaced. A level working space not less than 30 inches dee and 30 inches wide FRAME T & G TONGUE AND GROVE A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. roof covering shall be tested, listed and identified with a fire classification in accordance with UL 1703. Class A, B or C PP 9 P P P 9 P P C.J. CONTROL JOINT FT. FOOT FEET OPNG. OPENING TGS TOP OF GRADE SLAB 762 mm b 762 mm shall be provided in front of the control side to service an appliance. / TRUSSES SHALL S FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID photovoltaic panels and modules shall be installed in jurisdictions designated by law as requiring their use or where the edge of ( y ) P PP• COL. COLUMN FTG FOOTING OPT. OPTIONAL TFWy TOP OF FOUNDATION WALL FIXTURES DURING ASSEMBLY TO INSURE TIGHT FITTING JOINTS. (,n the roof is less than 3 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 CONC. CONCRETE O.S.B. ORIENTED STRAND BOARD TYP TYPICAL * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS HE Z GA. GAUGE T CONTRACTOR IS R 903.2.1 Exposed wall flashing required to have akick-out where the eave of the roof intersects a wall to prevent water intrusion into the enough to allow removal of the largest appliance, but not less than 30 inches (762 mm) high and 22 inches (559 mm) wide and COND. CONDITION OZ. OUNCE T TREAD RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN Z 44 wall assembly. not more than 20 feet (6096 mm) long measured along the centerline of the passageway from the opening to the appliance. CONT. CONTINUOUS G CV• GALVANIZED 1/R ONE ROD TR TOWEL ROD DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS W U GENERAL CONTRACTOR 2 R 905.1.2 An ice barrier/ water shield shall be installed per manufacturer's specifications, to maintain product warranty. Carry down front of fascia, M1307.3 Elevation of ignition source. Appliances having an ignition source shall be elevated such that the source of ignition is not less CONST. CONSTRUCTION 1/S ONE SHELF TRPL TRIPLE THE SBCA BUILDING COMPONENT SAFETY INFORMATION (SCSI) GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING & BRACING OF METAL PLATE � 0 GEN. GENERAL CTSK. COUNTERSUNK CONNECTED WOOD TRUSSES. min 4 typical. Apply ice & water shield in fair weather when the air, roof deck and membrane are at temperatures of 40 degrees Fahrenheit than 18 inches (457 mm) above the floor in garages CPC POURED CONCRETE O m C.O. CASED OPENING G� GYPSUM U.N.O. UNLESS NOTED OTHERWISE * TRUSS MEMBERS SHALL NOT BE CUT NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A or higher. Ice protection requirements per table R301.2(1:). Install ice & water shield at all eaves, able ends, his & valleys. On roofs slopes 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 PBD. PARTICLE BOARD J o g p q Pg p Y P CANT. CANTILEVER G.L. GLUE LAM REGISTERED DESIGN PROFESSIONAL. W Lu less than 4:12, entire roof to receive ice & water shield. every 45 degree bend and 5 feet for each 90 degree bend. Install booster fan for additional lengths. Clothes dryer exhaust system PL. PLATE Y C.T. CERAMIC TILE HGT. HEIGHT VERT. VERTICALI THE COMA= IS RESPONSIM FOR THE MEANS AND R 905.2 Slope. Asphalt shingles shall be used only on roof slopes of two units vertical in 12 units horizontal (2:12) or greater. For roof shall comply with code section M1502 listed and labeled in accordance with UL2158A. Exhaust duct size shall comply with code PNL PANEL W section M1506. CLG. CEILING HDWR. HARDWARE V.I.F. VERIFY IN FIELD w < slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double HORZ. PWD. PLYWOOD I �EJ �FSl F�gJR�INW4TIQNEOFF�ILFLS. 1 U Q C.M. CR20WN MOULD HORIZONTAL,HORIZONTALLY W WASHER i--�i M 1506 Exhaust openings: A minimum clearance of 3'-O" is required between air exhaust terminations and openings into the building. HD.WD. HARDWOOD PF. PREFABRICATED W WITH 1. The mechanical systems shall be installed in accordance with chapters 12-24 of the 2015 IRC & 2016 NYSRC. Z underlayment application is required in accordance with Section 8905.1.1. C.R. CHAIR RAIL / O R 905.2.5 Fasteners. Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 M1507.4 Minimum required local exhaust rates for one & two family homes. HR. HOUR PR. PAIR WyD, WOOD 2. The plumbing systems shall be installed in accordance with chapters 25-33 of the 2015 IRC & 2016 NYSRC. _ 0 gage [0.105 inch (3 mm)] shank with a minimum 3/8 inch diameter (9.5 mm) head, complying with ASTM F 1667, of a length to Area to be exhausted: Kitchen = 100 cfm intermittent or 25 cfm continuous. D DFRYER HDR. HEADER PROJ. PROJECT / PROJECTED W.W.F. WELDED WIRE FABRIC 3. The electrical systems shall be installed in accordance with chapters 34-41 of the 2015 IRC & 2016 NYSRC. W Lu penetrate through the roofing materials and not less than % inch 19.1 mm into the roof sheathing. Where the roo` sheathing is Area to be exhausted: Bathrooms/ toilet rooms= Mechanical exhaust capacity of 50 cfm intermittent or 20 cfm continuous. DOUBLE HB HOSE BIB PSI POUNDS PER SQ. IN. WO OR W/O WALKOUT 4. All general notes unless otherwise noted on plans or product specifications. W9 z P 9 9 ( ) 9• 9 DBL. DOUBLE PSF POUNDS PER SQ.FT. � W cn less than % inch (19.1 mm) thick, the fasteners shall penetrate through the sheathing. DIA DLIAMETER I.D. INSIDE DIAMETER WNDW WINDOW 5. All applicable state & local codes, ordinances and regulations if any. < 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 G2415.7.1 404.7.1 Piping through bored holes or notches. Where piping is installed through holes or notches in framing members and the INGR. IN GROUND P.T. PRESSURE TREATED 6. In areas where the drawings do not address methodology, the contractor shall be bound to � Lu 9 9 P 9 ( ) P 9 9 P P 9 9 9 DIR. DiiRECTION 9 9Y. perform strict compliance with ❑ inches (102 mm) in height and 4 inches (102 mm) in width and shall direct water away from the vertical sidewall onto the roof piping is located less than 1 X inches (38 mm) from the framing member face to which wall, ceiling or floor membranes will be DN DOWN INSUL. INSULATION QUAD. QUADRUPLE manufacturer's specifications and / or recommendations. r T , � INT. INTERIOR REQ'D REQUIRED 7. General contractors and subcontractors to review these construction documents u 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 attached, the pipe shall be protected by shield plates that cover the width of the pipe and the framing member and that extend DR. DOOR REF. F upon receipt from architect and report any and all iLi the vertical side wall, the vertical le of the flashing shall be continuous under the siding. Where anchored mason veneer is not less than 4 inches 51 mm to each side of the framing member. Where the framing member that the piping asses I.S. INSIDE CORNER REFER TO REFERENCE discrepancies including any dimensional conflicts, immediately to architect for corrective measures prior to construction. � o_ 9 9 9 masonry ( ) 9 9 P P 9 P DW DISH WASHER RMS. ROOMS provided on the vertical sidewall, the base flashing shall be provided in accordance with this section and counterflashing shall be through is a bottom plate, bottom track, top plate or top track, the shield plates shall cover the framing member and extend not DWG. DIRAWING JOINT REINF. REINFORCING,REINFORCED 8. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. � } provided in accordance with Section R703.7.2.2. less than 4 inches (51 mm) above the bottom framing member and not less than 4 inches (51 mm) below the top framing KSI KIPS PER SQUARE INCH 9. The general notes and typical details apply throughout the job unless otherwise noted or shown. z m R 905.2.8.5 Drip edge. A drip edge shall be provided at eaves and rake edges of shingle roofs. Adjacent segments of drip edge shall be member. 10. DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the contractor, a discrepancy exists, : b overlapped not less than 2 inches (51 mm). Drip ledges shall extend not less than )4 inch (6.4 mm) below the roof sheathing G2415.7.3 (404.7.3) Shield plates. Shield plates shall be of steel material having a thickness of not less than 0.0575 inch (1.463 mm) (No. the contractor shall promptly report it to the architect for proper adjustment before proceeding with the work. Z qQ < < and extend up back onto the roof deck not less thian 2 inches (51 mm). Drip edges shall be mechanically fastened to the roof 16 gage) 11. OMISSIONS: In the even certain feature of the construction are not fully shown on the drawings, their construction shall be of the (D on' �,R _ ai deck at no more than 12 inches (305 mm) o.c. with fasteners as specified in Section R905.2.5. Underlayment shall be installed G2426.7.1 (502.7.1) Door swing. Appliances and equipment vent terminals shall be located such that doors cannot swing within 12 inches GRAPHIC SYMB0LS same character as for similar conditions that are shown or noted elsewhere on the construction document set. co ...\..... ....... ..... over the drip edge along eaves and under the drip edge along rake edges. (305 mm) horizontally of the vent terminal. Door stops or closures shall not be installed to obtain this clearance. 12. All work is to be performed in a professional manner and in accordance with best practice and consistent with manufacturers and W : Q- Ft BERT 0 G2427.8 A mechanical draft venting system, excluding direct vent appliances, shall terminate not less than 4 feet below, 4 feet horizontally STRUCTURAL CALC. REFERENCE supplier's recommended installation procedures. () O y R 1001.1 Masonry fireplaces & chimneys to be constructed in accordance with Section R1001 and the applicable provisions of Chapters 3 from or 1 foot above any door, operable window or gravity air inlet into any building. The bottom of the vent terminal shall be KXX_ ® 13. The architect has not been retained to perform framing inspections and / or field inspection. The architect is therefore not responsible U * .y4 y(� and 4 of this code. located not less than 12 inches above finished round level. F 9 DETAIL REFERENCE for any and all conflicts including weatherazation, water proofing and framing with respect to the constructioin documents. r^�: 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 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 XX v " PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER ("REGULATIONS ), 8 •`tri / rr '� than 3 feet above the highest point where the chiminey passes through the roof. from an air o enin into the buildin Such an a liance with an in input over 10,000 BTU per hour but not over 50,000 BTU per FLOOR FINISH CHANGE11 Y opening g• PP P P P NYCRR 69.5, ENTITLED SEALS", AN ARCHITECT WHO SEALS "PLANS, SPECIFICATIONS AND REPORTS" MUST PLACE A STAMPED WARNING ON THE y hour shalt be installed with a 9 inch vent termination clearance. SEALED DOCUMENT INDICATING THAT: IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED � I �, . Section R10014 Factory-Built Fireplaces 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 O DOOR / HARDWARE TYPE ARCHITECT, TO ALTER AND ITEM IN ANY WAY. 38 R 1004.1 Factory built fireplaces shall be listed and labeled and shall be installed in accordance with the conditions of the listing. Factory from any air opening into the building. (n : '�,c . �� built fireplaces shall be tested in accordance with UL 127., XX _ _ _ XX BUILDING SECTION ❑ fV w 1(O R 10004.5 Gasketed fireplace doors. A gasketed fireplace door shall not be installed on a factory built fireplace except where the fireplace Section G2439 (614) Clothes Dryer Exhaust X)( XX s system has been specifically tested, listed and labeled for such use in accordance with UL 127. �= PARTITION TYPE e G2439.1 (614.1) Installation. Clothes dryers shall be exhausted in accordance with the manufacturers instructions. Dryer exhaust systems �/ . .,,,,,,,,.„..._......, R 1006.1 Factory built or masonry fireplaces shall be equipped with an exterior air supply to ensure proper fuel combustion unless the room shall be independent of all other systems and shall convey the moisture and any products of combustion to the outside of the is mechanically ventilated and controlled so that the indoor pressure is neutral or positive. See sections R1006.1.1- R1006.5. building. OB NUMBER G2439.4 (614.5) Dryer exhaust duct power ventilators. Domestic dryer exhaust duct power ventilators shall be listed and labeled to UL 705 2 0 1 6 0 2 3 Energy Efficiency for use in dryer exhaust duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the 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 manufacturer's instructions. UNITS cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 m2) throughout Wthe attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with Section P2607 Waterproofing of Openings 2 SHEET NUMBER numbers not less than 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam P2607.1 Pipes penetrating roofs. Where a pipe penetrates a roof, a flashing of lead, copper, galvanized steel or an approved elastomeric thickness and installed R-value shall be listed on certification provided by the insulation installer. material shall be installed in manner that prevents water entry Into the building. Counterflashin into the opening of pipe serving CL P ry 9 9 P 9 P P 9 � � � ® Z as a vent terminal shall not reduce the required internol cross-sectional area of the vent pipe to less than the internal O cross-sectional area of one pipe size smaller. r=-, 2 CO . COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WHEN NOT ALIGNED WITH RAFTER, co H 66-W X 4h"MR CONNECT KIN6 5TUD5 TO TOP PLATE ATTACH TO Wh PAIR C5-fp X 14"MN OF 6PP05M RAINTFjtS ROOF FRAMING OVER TOP OF TOP PLATE AND NAIWRAP 1-1/4"X22 6A.C7ALV.COIL L CRIPPLE STUDS o ATTYA TO EAai PAR 2x AGQ LE06ER W/2-3/8"x5"LA9 DBL TOP PLATE • y 6F 6PROSIND RAFTFR6 R06F RAFTF32 RCS B' BOLTS Na 16"OG INTO 5TU05 Ib OG. U � SEE PLAN 61E PLAN 51MP50N STRONG-TIE 2X BLOGKIN6 O U A35 a EVERY RR AT 2 END BAY5 2X4 STUD WALL OR • CEILING JOIST OR 6AfXf END TRUSSO N " PV STRON6BACK5 --TE M5 tvTTM 5 ' � ' " - - SIMPSON STRONG-TIE TRU BOTTOM CHORD 51MP5ON H2 CONNECTOR 0 EA. ( 1- c°S " }, r E H2 8DNAILSU r- MPSON STRONG-TI a� 8d NAILS M. RD6E STRAPf'�1NL 1`E ATTACK 70 FJial PAR GF OPPOSING RAFTERS. ALTERNATE TO RIDGE STRAP: HH3® EVERY RR RAFTER TO STUD AND KIN65 ', i o, T/p U > PROVIDE 2X4 COLLAR TIE AT EN ALIGNED N . NOF W1113N TE5 Gf �i (bfG6'FION•RDEf 5TiLWr'A(E RFS GAlAR �!i I; II it � o UPPER THIRD OF THE Am.SPACE L, � FOR USE WHBd STUDS AND USE IN GOM®INATION ONLY WF1E3l STUDS AND NOMNUL DTb OR 4X.4 LLMpBZ ARP L1KATtV N THE LPPF�t THRD Tlf N IRAFTMZ5 AL16N 'RAFTERS DO NOT AJ-16N ATTIC SPACE AND ATTAGtfD TO EACH PAP OF RAFTERS W/"d NNI 5 W/4-10d AT EACH RAFTER) CS-22 STRAP AT F- a>Z - EACH STUD,SEE ', � CO '� a�'� u-) 1-51,126 FOR 2x6 L5U25 FOR 2x8,2x10,OR 2x12 DETAIL 4 Z O ~` 0-U) o rrni U Q wo o � _FRAMED OPENING = co FOR WINDOW OR ❑ U M MIDGE STRAP DETAIL / RIDGE STRAP DETAIL DOOR Cl) SIMP50NSTRONG-TIE 2x4 OR2xb EXTERIOR r- STUDS® Ib O.G. NO 5PEGIAL UPLIFT a LY LU26 o EVERY C.J (FOR(ATH.G165 WITHOUT COLLAR TIE-5) / 2 (WITH OR WITHOUT COLLAR TIES) 2x AGG LEDGER W 3/8'x5" L.AG CONNECTORS REOD eo 2 N.T5. LOCATE AT // N.TS. LOCATE AT EVERY RAFTER BOLT® I6"oG INTO STTJDS IN TH15 AREA %RSNF 6TRO i STRAPPING TO BE 1-1/4 X 22 GA 6ALV.,SEE DETAIL 4/DI.ALL STRAPPING � -Te Lr6 re rib / TO BEAR A K ImoMIN.OF 10'ON FRAMING. 6bP`.x7N 9WW Nov NAL6 TYP.!r lop MAY r-lk'i� r A9UT // PORGI-f �R001= GABLE END HALL TE M OR 11105 OVER IX Slum M. W NAILS TYP. / wl STubs qNp USE IN COMINA710N ONLY WHEN 5TLO5 AND STRAPP I NC DETAIL DETAIL AT ATTIC 'RAFTERS AL16N 16N 10 N T. I I z M WE RAFTERS DO NOT AL N.Ts. STRAPPING TO WAd ONTO RIM JOIST,SEE DETAIL q/DI(ONE STORY)OR ONTO 5TUD U \ AT WALL BELOW(TWO STORY) \ - ROOF RAFTER HURRI G,ANE TIES , . . ,i � I I ;� _ 1 NTS. LOCATED AT EVERY ROOF RAFTI=R ` STT I G o STRAPP I NO DETAIL 0 %F50N P05r CAP aq�41, 12 FOR FRAME GONNEGTI ONS o FIW ag54ATUS Ln DI N.T.S. Z 2ND FLOORQj� `'T> OR 4x l � J � M5TG,/ PROVIDE 3"X3ifv"x3"WASHER PLATE AT ALL ANCHOR BOLTS 4-16d FAGE NAILS FROM PFR-CfiJf (Z)2x KING STUD INTO HEADER El/ M5rC48� SECURED BY WOOD SILL PLATES. GOLUMN POST TOP ANCHOR �, JL5 5IMP50M PAB OR 5B ANCHOR BOLT5 MAY BE USED IN LIEU OF THREADED ROD W/WASHER PLATE. , MALS MN.N DIP LENGTHLOC/ LOCATE AT EVERY COLUMW&RLVEIZ CONNECTION HX IF I`R6M PROVIDE 3'X6'XO36'6ALV.STEEL PLATE IN � / N T5. � 6480 NAILS AT GOMT 5 AND INTERSECTING iL1 DIP CF Su NAL-5 WALLS. 3'Xl2'XA3b'6ALV.STEEL PLATE W/ _ IN CLEAR SPAN (� 12'LB46TH 0?.) l I �NO NLAIS `fl IWALLS WHERE MISTT}�2E SINGLE PLATE OR HEADER 5I100 NA�AT BUTT JOINTS IN SMP50NTAIEAGH END AT �I 2X6 KING STUDS(UA.N.), EACH JAGK 5TUD i•� air LENGTH 24"MINIMUM LAP SPLICE ONE AT SPANS UP TO b FEET O NALSTWO FOR SPANS b TO 12 FELTFIRM 5/8"eP A30-1 ROD THREADED b'BOTH END _5. THREE FOR SPANS 12 TO Ib FEET (LIDN): DK bF/ gp�OM FRE bB41 3/4"AND IN ROD AT 51MP50N STEEL 5TRON6 WALL,SEE PLAN5 12-IGD MIN NAILS ONE AT SPATS<<bAT ALL SPLICES w BSD LENGTH NAILS TM AT SPANS FROM b TO 12 H fl"MIN 1ST FLOOR THREE AT SPANS>12' � 1001-1 SIMPSON POST BASE 2'X3/8'X3"WA5HER PL W/NUT EACH 51DE UNLESS NOTED OTHERWISE ON PLAN (�NAL6 MN N I ABU44 OR ABU66,SET=PLAN a mni nr) 65-22 COIL STRAP I UPPER STORY 5HEAR m (� l WALL TO GIRDER ALTERNATE ANGHOR BOLT DETAIL @ EXTERIOR WALL ❑ W O FLOOR TO FLOOR TIES I BELOW CONNECTION HE 4 I l11)HOOKED ANCHOR BOLT W FOR 5ET BACK WALL5 HDU HOLD-DOHN5 AND STRONG HALL DOUBLE TOP WALL PLATE SPLICE DETAIL ER GONNEGTION N.T5. LOCATED AT EVERY SND I `\ FOUNDATION MIN eBm�tr OR EXPANSION 13 N.TS. BOLT W/5'MINIMUM EMBEDMENT N.TS. I N T.S. 1 N.TS. 16 r , NO1f \ V COL 5TWW5 UM SYfAT11146 RtOVDE:bd COAMON(0.11 x 25 LO*)NLAIS. \ COL 5TRAP5 M 1-9-UMM FIRM 10d COM04(0191 x V Lae)NNS. I \\ \\ C�N� LUMN POST BOTTOM ANCHOR \ LOCATE AT EVERY cowMw 6fRDl'R CM4EcTlim , , „ ALLOWABLE HOLES - To MN Vk=,ta< bP NAIL 0 6 0/6 AT ALL PANEL EDGES 160 NAIL 0 24'O/G Z U FRaV6 NWNSTOE F"up • LVL Headers and Beams ,S lM wPGM IGD NAIL®24 0/G LLJ 51MP50N HGP HIP HSEE PLAN5FEATHIN°R PLYWOOD I RGe+`RAFTt� Microllam® LVL NOTE:WHERE 24'WIDE MINIMUM FULL HEIGHT ('4)W15 MIK N CORNER TIE INTERIOR 1.3E ole zone Stranda and2 x diameter of NWl RETURN 15 PROVIDED AT ENDS OF I Ir LENGTH(TYP) LSL hole zone hole Parallame PSL largest holie(minlimum) Y depth U O BRACED WALL LINE THE 800E HOIDOW MAY17) BE ELIMINATED. PROVIDE TWO(ONE AT EACH4, �� e SIDE)65-22 STRAPS PER DETAIL 4 IN LIEU OF I �MPSON BP yyAy� �"LL3�n1 ) j 8D NAIL®6'0/G - LSTA36 STRAPS SHOWN IN THE DETAIL NAIL SHEATHING TO ° o AT ALL PANEL ED6E5 INTERIOR d o SILL PLATE W/8d 2X ACO SILL PLATE. DOUBLE o - T NAILS 0 410/6 SILL AT FULL BA5H�1ENi5 EXTERIOR 6YP511M BOARD o - - - - - - y - - � rro -3.1 J 7' 5/8 DIA STS ANCHOR - - - - - 60 NAIL a 12'0/6 AT ALL EMBEDMENT BOLTS MAX 2-N3 OL- G5 22 COIL STRAP IIx 10 T METIERS NOT AT PANEL EDGES Microllam® LVL and EXTEND BOLTS MIR IN INTO Paraliam®PSL I'm WITH Ti6F�wr 4 Dl90AC allowed hole zone 3'c 3'WASHETt TO EACH BOLT. middle Y span E4 G*MMNU0N15 BAR SWOE TERMITE SHIED SILL 511 PLATE S�P�ON LTP4 F1�1TE NALl�TO e�,p",,,ppl�,gyp 15/32"05B OR LSTA36 W/10-10d NAILS SEAL AND MAINTAIN V MIN RM AND 5LL RATE 0 Ib"0/G AT M WM M M PLYWOOD 5HEATHIN6 IN510E CORNER OUT5IDE(tr44FR LOCATED 2'TO b' VA L(y�Nf�ra d 1.3E TimberStranda LSL allowed hole zone INTO 51UD ABOVE AND FRDH1 WD TO FINISH®GRADE c i BELOW(2 EACH CORNER) FROM TOP OF WALL Tan=2980E NOTE: NNAL As rACLe�x wrcM PLAN VIEW PLAN COIL STRAPS UNDER%IEATHIW PROVIDE:8d COMM%(0.131 x 25•LONG)NAILS.COIL EXTERIOR l�All TOP General Notes Q N � r; N D r N M ap N SEE FOUNDATION PIAN STRAPS OVER SHEATHING PROVIDE:IOd COMMON(0.131 x 3'LONG)NAILS. �/ p �L7 HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniformly loaded EXTERIOR GORNER DEPTH HOLE SIZE headers and beams only. LAY-OBER OR FALSE VALLEY PLATE HIP GONNEGTI ON nd STORY GORNER GONNEGTORS 9N.T.5 YPIGAL ANGHOR BOLT STUD TO RIM JOIST TO SILL PLATE TRAPPINCc DETAIL WALL FRAMING 4�" • No holes incanil 5'/z" 13/" • No holes in cantilevers. LOCATE AT EVERY STUD N.T.S. Epwx N.T. 18 7%;'to 20" 2" • No holes in headers or beams in lank orientation. See illustration for Allowed Hole Zone DO NOT cut,notch or drill VN T5. LOCATED AT EVERY CORNER . LOCATION AS NOTED N.T5. N.TS. A.TLS. p holes In headers except as Indicated in illustrations and tables. ui Z z z z z z A MINIMUM OF TWO BRACED WALL LINES(BWU ARE REQUIRED IN EACH DIRECTION OF A BUILDING. EMUS SHALL NOT BE SPACED EXTDW 'TRAP AMD WALL 6rEATHM n EXTENLt'•D 611W AND WALL 611FATHINB O O _O O O _O MORE THAN 60 FT APART. WALLS WITHIN A B&SHALL NOT BE OFFSET BY MORE THAN 4 FEET FROM A BWL. BWL LOCATIONS ARE N43E TO TOP CF PONt'WALL r Usm Hyl I Nom, TO TCP 6r POMP WNL r Usip I I U) Eo � Fn Fn U INDICATED ON FLOOR PLANS 2 FT MAX PONY WALL MAY BE I I 2 FT MAX PONY WALL MAY BE 6Mx-ON V=11" M AT 62-W W-A" w u w w w w WALL RTD PANAS(TYPE Al tDU A15 RFQl1R® A BRACED WALL PANEL(BNP)SHALL BE61N WITHIN 10 FEET OF EACH END OF A BWL. THE DISTANCE BETWEEN ADJACENT PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER ®I AT L EW WNL PETALS G AND 0 EveE5 OF BNP5 SHS NOT BE GREATER THAN 20 FEET. THERE SHALL BE A MINIMUM OF TWO OW ON EACH BWL EXCEPT AT ® WALLS< I6 FEET LONG MAY HAVE ONE 461 OR LONGER BHP. BWPS ARE TYPICALLY G5-W5P SHEATHED BRACED WALL PANELS m e ® S-IDD NAILS AT DITIZ (TYPE A)OR 6YP5UM BOARD 6B(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS AS NOTED ON PLAN WHERE BNP TYPES A 3 Irl 1•NUO LVL HEADER FLAW N AND B DO NOT QUALIFY DUE TO MINIMUM LENGTH REQUIREMENT5 OR ADDITIONAL CONTRIBUTING LENGTH OF BHP 15 REQUIRED. CONTINUOUS TO OU151DE',OF PANNE :n ® BWP TYPES ARE INDICATED ON FLOOR PLANS. ® 3/8'4'TN62FAPW ROD Z Z v J ® 65-N5P CONTINUOUSLY OUSLY SHEATHED BRACED WALL PANELS(TYPE A)SHALL MEET F�11 MOTE:WHtitE 24'WIDE MINIMUM FlAJ H1EI6Hi THE MINIMUM LENGTH REQUIREMENT5 OF TABLE R602.105. NAIL N6'MINIMUM WALL CONTINUOUS Ill MIN DEEP HEADER TO � GoKnNwous 1114 MIN DEEP HEADER TO WALL RETURN 5 PROVIDED AT ENDS OF SHEATHIM6 WITH M NAILS 0 6"O/G(EDGE- )AND 12'0/G(FIELD)AND PROVIDE 2X OUTSIDE KING STUD(513 PLANS OUTSIDE KINE SW(SEE FLAWA PANE.®6E ~( G5 HEiP IBRAGED WALL LINE THE 800E BLOGKIN6 AT ALL UNSUPPORTED PANEL EDGES. PROVIDE BOO POUND HOLDOWN FASTEN J"%EATHING TO HEADER hU FA5Ti N J'SHEATHlN6 TO HEADER W/ i Z HOLDOMN MAY 13E ELIMINATED. PER DETAIL Iq OR 20 AT EN05 OF BRACED WALL LINES THAT DO NOT HAVE a W NAILS a 310/6 IN EACH DIRECTION W NAILS 0 3'0/G IN EACH DIRECTION WALL MIN PANEL W EITHER A 24"MINIMUM FULL W16MT WALL RETURN OR A 48'MINIMUM BWP. W SIMF5ON LSTA24 STRAP ON BOTH SIDES AND SIMPSON LSTA24 STRAP ON UN9EATH® HEIGHT(FT) WIDTH'L' TRIM TOP OF PANEL A5 REgb CD TABLE RbO2.105 MINIMUM LENGTH REQUIREMENTS OF GS-N5P FAGr+OF HEADER To.TACK STUD W/16-100 NAILS NAGE NY lb IOD NAILS 8 28' n- GONTINJI1011��LY SHEATHED BRACED WALL PANES FASTEN TOP PLATE TO HEADS W/2 H FASTEN TOP PLATE TO HFAD62 PV 2 q 32' b i/4'SD5 SCREWS, Q I� m WALL AJAGENT CLEAR MINIMUM LENGTH OF (3 p 1� 111 3 P11 ORTAL STRAPS TR12'FROM R PA ON > f1 0 ROYL5 OF Ibd NAILS a 310/0 U RDW5 OF I6d NAILS 0 3'0/G BOTH SIDES(4 STRAPS PER PANHJ W F�1 Y HEI6HT(FT) OPN6 HE16HT BRACED WALL PANS tL 12 42' W w � IMF SON GNNW COUPLER,NIT <64' 24' (2)JACK STUD MIN.OR PER PLAN O (2)JACK ST11D5 MIN.OR PER PLAN Q [ = Q $ 64'TO 80' 32' ~ BLOGKIN6 AT PANEL EDGES V BLOCKING AT PANEL EDGES 6LOGKIN6 AT PANEL E06E5 SIMP50N SPSB STRON64WALL 5B Z U 80'TO q6' 36'' f- H PANEL,VERIFY PANEL 5 PLI1M8 <64' 2T' GYPSUM BOARD'65'BRACED WALL PANELS(TYPE B)SHALL BE PANEL SHALL HAVE A LENGTH V OF NOT PANS SHALL HAVE A LENGTH 1 OF NOT o 1 LE55 THAN 16'FOR 8 FT WALL,18'FOR 4 L.E55 THAN I6'FOR ONE STORY AND 24'FOR �( w /8.4b AWMOR BOLT OR q 64'TO 80' 30' 48'MINIMUM IN LENGTH ON BOTH SIDES OF WALL PER TABLE Q FIRST FLOOR OF TWO STORY APPLICATION - - NOiE:DETAIL APPLIES TO W O AP E51VE ANCHOR 80'To rib' 41" R602.105. SECURE&GYPSUM BOARD WITH 6d COOLER NAILS, CC�� FT WALL,AND UA FOR A 10 FT WN L SEE �,� O SEE FLAN FOR ACTUAL LBN6TK BOTH EIVS OF HEADER � z OglS X IY6 GYPSUM BD NAILS,OR Oq8 X I/s ANNULAR RINGED PLAN FOR���LENGTH. �' Y " Y 3 • IF WDTH TO tE16Hr DIMENSIONS ARE ^ , Cn <64 30 E EXCEHUMEDED TO HEIGHT ALDIMNFil To ARE 1 M'""1 < • 10 64'TO 80' 30' NAILS®T"O/G(EDGES)AND 1"O/G(FIELD). BLOCKING IS NOT FD(r,1337®THEN DETAn 'F'TO BE USED. EXCEEDED THEN DETAIL F'TO BE U5®. W REQUIRED AT UNNStJPPORTED PANEL EDGES WHEN PANELS ARE N !l9Ifz ❑ v • °•" 80'TO qb' 38' 1;. - P GONTINU0115 HEADER 5 U58)OVER INSTALLED HORIZONTALLY. PROVIDE JOIbT OR TRUSS OR FULL xBOTH •Partial credit for Panels 36'to 48'wide per 8602.10.5.2 HEIGHT BLOCKING DIRECTLY ABOVE AND BELOW TYPE B WALLS. ONE JACK AND KING STUDS ONE JACK AND KING STUDS BRACH 1 I WT�b MIDDLE VNALI "L" EQUAL TO Iii TYPIGAL HOLDOWN DETAIL AT CONTINUOUSLY SHEATHED WOOD TWO KIN&STUDS or > 12" FASTEN'1/16'SHFATHIN6 TO EACH 5iW � FASTEN 7nb'SFEATHIN6 TO EACH STUD � FRAMED FLOOR A CD STUCTURAL PANEL "CS-WSP" -TYPE A p GYPSUM BOARD "GB" -TYPE B AN+DSILL wiaDCOMMON NAILS e3"oiG ANbsuL wr�DCOMMON NAItse3•OKI /`� D O _O FASTEN 7nb"5HFATHIN6 To STUD Z m NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 AND SILL W/8d NAILS o 4'0/6 J 1 PORTAL DETAIL'G ONLY APPLIES SIMPSON HIM HOLDONN PY 14-1/4'505 SIMPWN IDU2 HOLDOI•N W/"4' Z < < < N.TS. TO 2 FT TO l8 FT WIDE OPENIM65. °iGRB^S N DOUBLE lab STUD 505 SGR845 r NO fT.00R ABODE. / / TABLE 602.10.30)BRACING REQUIREMENTS BA51=D ON 14OMPH TABLE 602.10.3(2)WIND AD15TMENT TO HDU4 HOIDOHN HY l0 1/49505 Q U - WIND SPEED,EXPOSURE B,30 FT MEAN,ROOF HE16HT,10 FOOT REQUIRED LENGTH OF WALL BRACING. 2-1/2V ANCHOR BOLT OR EXPANSION SGRB-6 IF FLOOR ABOVE. PANEL TO SIT DIRECTLY TI TOP OF CONCRETE FOUNDATION WALL. W :....... � ,(E.F��,6. . . ......... Ar 61d SM 17=M0.R'JAM AT 66-W DRAW WALL HEIGHTS,AND 2 BRACED WALL LINES ADJLSTMENT STORY CONDITION ADJUSTMENT BOLT WITH 2'X7 'PL WASHER OVER 1/740 ANCHOR OR ERANSION BOLT � �Q B E WALL BSD PANELS(>�A)tDU A5 REQURt� BASED ON SUPPORTING FACTOR 2-i/2'd ANCHOR OR EXPANSION BOLT Q- RT Q GOVT E4 BAR CONT N TOP OF GONK.RETE CONCRETE E4 BAR GONi N TOP OF CONCRETE _U 5HEATHIN6 EXP05LRE CATC-60RY ONE STORY G 1.2 FOUNDATION F- ® AT WXV WALL PETALS G AND D. E3 TSE C' y � STORY BWL SPACING METHOD 6B FouNDAnoN FOUNDATION <v � ® SHOD NAL6 AT VrMZ TOP 10' 25' S5' EXP05L RE CATEGORY ONE STORY D Is E4 BAR GONE IN TOP AND BOTTOM „;' �0 Tn. ® EXPOSURE CATEGORY TWD STORY G 13 PA05-0 ANCHOR BOLT OR V THREADS OF CONCRETE FOUNDATION SRV50N 561/8X24 OR PAST-18 AW 4OiR :t'. < n ® TOP 20' S.0' 10.0' EXPOSURE GATC-GORY TWO STORY D lb EXTBO WALL 5HEATHIN6 OVER RIM, ROD 1 V W0.` PLATE,5�DETAIL 15/01 BOLT OR Ye'THREADED ROD, %- _ PA85-18 ANCHOR BOLT OR V THREADED SEE DETAIL IS/DI OVER ROD W/WASHER PLATE,SEE PETAL 150 ® , : : ROOF EAVE TO RIDGE ROOF ONLY 15 FT 1.3 PANEL ED6E FRAMED TOP 30 T.O 14.5 ROOF SAVE TO RIDGE ROOF ONLY 20 FT Ib WALL PORTAL DETAIL TYPE D ONLY APPLIES TO b Fr TO 18 FT WIDE OPENINGS. 0 FLOOR PAS HAS CONTRIBU11NN6 LENGTH OF 48'TOWARDS R602.10.3(I)MINIMUM L E NOTH WALL TO 13E USED ON FIRST FLOOR APPLICATION ONLY.PANE,HAS 51MF50N SiRON6 YV U 1 REQl11RE5 BNGIHI�VE-116N TO /C` "' TOP 40' q.O' 185' ROOF SAVE TO RIDGE ROOF+I FLOOR 15 FT I.IS REQUIREMENTS FOR BRACED WALL PANELS AT BRACE WALL LIMES. WALL TO BE C.OMT FJE1t IUB LENGTH OF 48"TOwARD5 R602.1090U MINIMUM LENGTH TO DETERMINE PANE SITE AND ANGFiOR BOLTS FOR ❑ IV s ROOF EAVE TO RIDGE ROOF+I FLOOR 20 FT 1.3 WIED,ON FIRST FLOOR APPLICATION ONLY. REWIRES ENDS FOR BRACED WALL PANES AT BRAGM WAIL LUTES. ? E W TOP 501IIA 23.0 ROOF SAVE To RIDGE ROOF+2 f1ooR 15 F7 1.1 ACTUAL HORIZONTAL DES16N HND LOAD AND CONDITION ..............................: ROOF EAVE TO RIDGE ROOF+2 FLOOR 20 FT NP TOP b0' 13.0' 2715' WALL HEIGHT ANY STORY B Fr o.q CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL "ABW" SIMPSON STRONG WALL f0B NUMBER 3/8.40 ANY"BOLT OR � WALL HE16HT ANY STORY q FT OA5 AWHOR BorroM of 2 10 5.0 105 P�HEIGHT ANY STORY II FT IDS C FRAME "CS-PF" DETAIL - TYPE C D "PFH" DETAIL - TYPE D DETAIL - TYPE E DETAIL - TYPE F 2016023 BOTTOM OF 2 20' qA' Iq.O' WALL HEI6 rr ANY STORY 12 FT 1.1 NOT TO SCALE PER FIGURE R602.10.6.3 NOT TO SCALE PER FIGURE 8602.10.6.2 NOT TO SCALE PER FIGURE R602.10.6.1 NOT TO SCALE PER ENGINEERED METHOD W NUMBER OF BPL PER PLAN DIRECTION AT STORY 3 1.3 BOTTOM OF 2 30' 13.0' 715, NUMBER OF BML PER PLAN DIRECTION AT STORY 4 1.45 Q SHEET NUMBER WHEIER OF Bit PER PLAN DIRECTION AT STORY 5 OR MORE 1 b BOTTOM OF 2 � 11•0 ��° (_2_j_) BRACED WALL PANEL DETAILS GYP BD FIN15H OMITTD FROM IN51DE FACE OF BNP 1.4 a HOLDOI�IN DETAIL AT SLAB BOTTOM OF 2 50' 21.0' 44.0' APPLIES TO METHOD G5-WSP ONLY Z 20 GYP BD FASTENING ANY STORY 4'0/0 03 Q NT.S. BOTTOM OF 2 b0 25.0 525 APPLIES TO METHOD 613 ONLY D-1 NOT TO SCALE (n W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED C) z LL1 E 0 Z) TYP-DMTZR WAIL W.2"x4"ftbyltm 0 0 rxe Gt1fzw"5 0 V.Z.- 2z .2 4 O0 0) U) jz- F4 Z) 0 5 (2) ITNTL MRA "xii F- .2 Its 7: FJD6B TO AL16N R06M TO ALION PY T-rOW OR Et?)& co z -Ei RJX-k VENT RIME VW rxr Tm L- CLco 0) b FACIA x 'ace) 11416114 GEILINS H16H CEILIN6 wow C) CD BEYOND 2 KNZDIPLAW, 12 m Vr PLywoop qvrdw ............ HARDIPLANK 10 6'AZEK TRIM cy) . ... .......... WAZEK TRIM 10 HORIZONTAL rxc TRm ctco PENTIL BLOCK#17TI-13660 \,A— DWL BLOCK IDTLBbxbxD SIDING By rt",OR EMAIL 6*AZEK TRIM VAZEK TRIM BY r(PoN.OR EQUAL 12 Lj 12 (+/-)12 BEDRDOM 02 GABLE END DETAIL 6'11-116H BLIND -1$4 Fill 14T (+/-)12 61 HIGH BLIND N.T.S. ---A AI z FLASHINS AZEK 6. IN W AZEK IN b, FLASHINS I W/ 7m... 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INSTALL LGE 4 HATER SHIELD -I*x 3'AZEK DE TIL BLOCK#mlBbxbxb 10 10 smu"yh INSTALL ICE 4 WATER SHIELD Cy) CO 04 PER MINNUFACTUll PER KAWAGRIll r(PoN.OR EM& BY r(P011 EMAIL SPECIFICATIONS TO MAINTAIN SPECIFICATIONS TO MAINTAJN PRODZT KAII J!'10 KJ 7 NI 12 2-x V VINYL' 18'VINYL— I I I 1 11 if I I F- I TYPICAL ROOFING: (+/-)12LOUI VEN TYPICAL ROOFING: ARCHITECTURALAL ARCHlITE(,TLRAL 5HIl 15#FELT Al i A] SHIN511-B 15#PET IUNDERLAYP tW I UNDERLAYMENT III PLYWOOD 1/2,PLYWOOD ALI SHEATHING z z z z z z LYFT &j 5HEATHIN67 b-1114161-I'ElLil BLIND A FLASHING . . I . . . FLA51-111,16 0 0 0 0 0 0 yl I 1 1111` 00o, k,, 5; 5 5 > 16N ....... N I I l-w 1:::T-I C7N I FA-c01I FA5GIA6 FAI I I I w I w I w I -17-7000ff�-- DININS,PLDINING PL 14T I VAZEK IA I.JA L OH. FRIEZEEV. 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IIE9RE5S 1 11 1 11 2xb HOOD STUDS 0 16'OL. -< -6-R-21 BATT5 d) d� WIZ-21 BATTS, I El Lu u------ 2015 IRC-62477b",b) VENTING 5Y5TEM TERMINATION LOCATION: co PD1 I I I I THE VENT TERMINAL OF A PIl VENT APPLIANCE WITH AN bi INPUT OF ll BTU PIER HOW"OR LESS 5Hl BE -j c):: LOGATED AT LEAST 6'FROM ANY AIR OPENING INTO A MIR B%fflt IN.Bwr BUILDING,NO S"AN APPLIANCE NTH AN INPUT OVIR IOPOO —t-- — — — --— — — — — FLOM --47— Ll — — — — — — — — — — lio M PER HIM BUT NOT OVER 50MO BTU PER HIM SHALL BE z IJ - - - - - - - - - - - - - - - INSTALLED WITH A q WH VENT TEWINATION aEWAW-&AND Li D- D E - - - - - - - - I E -- - - - - - - - - - -i AN APPLIANCE WITH AN INPIX OVER 50,000 BTU PER HOW Z < < < SHALL HAVE AT LEAST A 12!INCH VENT TERMINATION aEARANGE.THE BOTTOM OF THE VENT TERMINAL AM THE AIR nNPI I INTAKE SHALL BE LOCATED AT LMT IVABOVE 6RAIDE W 1.r- .... ........ -REAR ELEVATION -REAR ELEVATION 0 3 6 = 11-01 3 6 = 1-01 2015 IRC,R312.2.1 IN OPELLIN67 UNITS,HHERE TIE TOP OF THE SILL OF AN ym OPERABLE WINDOW OPENINS 15 LOrATED LESS THAN 24' < ABOVE THE rNISI-Ill FLOOR AND 07EATER THAN T2'MOVE cn < 0. THE FINISHIED GRADE M O'Dill 51,111 BELM ON THE EXTERIOR OfTHE BUIll THE OPERABLE l+1DOH SHALL UNIT 79 UNIT 80 COMPLY KITH OW OF RE FOLLOWINI OPE104%THAT WILL NOT ALLOW A 4 Il DIAMETER 5PH37z U) TO PASS TwZUSH THE OpEll R4 ITS LNZ60T OPE107 10 POSITION. MODEL A (LAUREL) MODEL A (LAUREL) 'FALL ❑ w LL ReVTION DEVENICES,THAT C4MPLY WITH ASTM F 20AO ME HiNpow opw%CONTROL owa AFTER OPERATION To RELEASE THE CONTROL DEVICE ALLOWING THE NOON TO ................................................... 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I I COLUMN 0 GOVLHZED 0i - PORCH BEYOND i i �+ J D_ 7 c) d...V.t`4`.l m«,:I:mn.::,,.t..w ,,.ai.Fa•. ' ' I I ( I ' I .�.,.�iw.ir:..: w. .,�.•, L„ f.....d..,:.E. [III/Ill lilt Ill lilt Ill IIII i I w.'.„....I..i.;.w«:II.L„>i.z;:, ,f�m... i�:M. .x'><-; �I I I IT11O E W FIRST LINE . ::.... — _ FIRST FLOOR IHE W w i i FlRST LINE FI FLOOR LINE I I Q �� = Q z U C] Ix4 AIM TRIM I I I I I L—I J ( (D I HOUR BATED EXTERIORI I W o Lu BEARIN6 WALL i I I I I I I A55EMY- 5EE DETAIL: El I 4 a I i � 2015 IRU 62427.8(503.e) w Q VENTING 5nTEM TIERMINATION LOCATION: = N THE VENT TERMINAL.OF:A DIRECT VENT APPLIANCE NTH AN Iii U INPUT OF IOpOO BN PE3t HOUR OW OR LESS SHALL BE LOCATED AT LEAST b' FROM ANY AIR OPENINS INTO A F } BSMfFlLOR - - - - - - - -IL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - � I - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - IRFINBShiT BUILDINGHOLIR,AND IG ANI APPLIANCE NOTOVER50,0WITHANU• HOWSiRbA� z m L rL` IN5 PER HI BUT NIDI OVER50,000TBM B1U N C HOUR SHALL BE z — INISTALlID WTTH A 4 INCH VENT TERMINATION G.EARANGE,AND � � 'J AN APPLIANCE HITH AN'INPUT OVER 50POO BTU PER HOW Z Q Q SHALL HAVE AT LEAST A 12 INCH VENT TERMINATION \ E R V) CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND THE AIR INTAKE SHALL BE LOGAhTED AT LEAST 12'ABOVE GRADE. co . . ERT. W � ... . . . RICHT 51DE ELEC TION LEFT 51DE ELEVATION BREEZENAY 510E _ 20151RC R3122.1 < C7 5/16, = I'-03 b = VI IN MELLINI6 UNITS,H RE THE TOP OF THE SILL OF ANcn OPERABLE WINDOW OPENIN515 LOCATED LESS THAN 24' _4 ABOVE THE FINISHED FLOOR AND 6RPATER THAN TY ABOVE 7 r� TW FINISHED 6RADE OR OTHER SURFACE BELOW ON THE c✓ � UNIT 7 9 UNIT 7 9 EXTERIOR�ONE OF THE THE° � COMPLY WITH ONE of 11TE FOLLOWINs, U 10 TO PA55 T}HRg16H NLL I OT ALLO)q oPE1Jlf 175 LAROEIINGH 51r OPENED AMETER SPHERE (/) ' 1 E W Y 0 MODEL A (LAUREL) MODEL A (LAUREL) �FALL EHNDDOHOMOK EN DEVIN THATVICE FER ASTMFNTO °(THE WINDOW OPEIIIN6 C.ONTROI.DEVICE AFTER OPERATION TO RELEASE THE CONTROL.DEVICE ALLOWIN6 THE WINDOW TO ....................................................... RI LY OPEN,SHALL MOTE REDUGE THE NET CLEAR OPENINI6 JOB NUMBER AREA OF THE WINDOW LINT TO LESS THUW 5.1 SWARF FEET. w 2016023 DUET CLUSTER = SHEET NUMBER UNITS 79 & 80 ELEVATIONSA I I W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED U) H Z w E U B A 0 U A-6 A-6 Z m OL_ U O :3 54 2' I A B = •� All A-6 A-6 � � �N >' U7 � 52'-2' 2'-0' z s cu Lo O Q�L60) QC M UJ ig 4 � 2" V � rn 3✓ 14'8' 14'-10' q'b" % TYPICAL PORCH SLAB 5'4' 4'4"MA. 5'-2° LINE OF REAR CFS ❑ U M - LINE OF REAR CHEEK WAIL at IMT 80 n/ M 6 •4'PL.SLAB(WIN.3500 P51 LONG) aWALL T 2�'d" 52'-2' LL csJ F0IF43W RC®WITH bah,10/10 •TAMP N FILL TO 415%L7BCITY a 9'-b' -8" 13'-2' # 2 4'HIDE JOIST _ SEAT.TD.SEAT I 8 5'-2' 4'-4'MA. 5'-4' TYPICAL PORCH SLAB Q FDI ELEV=(Y-4j' Q FzlzlDI Q •4'PL.SIM MK 35W PSI GM) 6 Q m N x" `� v I'-0' REI FORGED HTH bxb,10Ao KKK r 12'-0' b" 6" T-0' 8' l'-0' v 6" 8' 13'8" a' ,n 1'2' . PoI 6GRE56 ;;t. 2 Q AMP 4 Flu TO q5%17BN51TY FMD =j __ = _ __H�• o a:..: FDI - - - -_ '`;: r 54EAWIDE .S O • - :, SEAT T E-EV=(-)1'-14' I 4 2x12 FLOOR JOISTS o o (2)2X10 P.T. - _ °j iI a Ib'O.C. = P _ _ __... _.. _ ui ?:p 13'-8' Ln g" 8' m 6" V � I v HD DIRECT VENT HEATIN9 EMIP. Qfl 2k a' filNl�l r° p r FDI nR WIDOW _ APPLIANCE SHALL BE CLEARANCE AP L� r WOMM W'4"� IRH AT ° _` :•' p - _ - - HD SEAT �* POCKE T $PROVIDE /2"AIR I l(- ) I I ' I _ �. Mtt #� a -b Mn CLEARANCES FRIJM UNPROTELTi� - - _ - - COMR6TIME MATERIALS A5 - I i GA AND IN THE MAMIFAG1URffL5 ' 4 4 tU I _ _ (?)2X10 P.T. b O "' I _._ .-_:_ _.:: �_. - p o 2x12 eFLOOR Jo15T5 !` 4 FDI I4' ( � ( _ .... ..._. _...... ._� - J I'-0' d T'-0. 8. l'-0. -0. 161 V I f ( ( 1.._. I - Qo DIRECT Vern HEATING EQUIP. A 10' No INSTALLATION INSTRUCTIONS. A • 10' �a .. 4'WIDE J015T SEAT; 2k 10 101010 iaur�CLEARANCE APPLIANCE !' II'4' Ib'-8' 13'-0' q'6" i) R4 2'P.C.FOUNDATION HALL ___ I i ( I I TA.$FAT ELEV=()14 SLAB SEATLL. NTH DAMPROOFINS ON i r ( L � - u I I I I ( \ cLE�ARA SHALL 13E.�TRROM AUED WUPw FELTED �- j) WI r FDI 24k 12'PL.FOOTING `- I _ - = - - .�.-v ..:.:.-� .f :Jl- INDICATED�1ON APPLIANCE E O PROVIDE FRESH AIR '- ( I L I I I \ J I I I I I ' I 4 INTAKE TO MEGH I>;N11P 2x12 FLOOR JOISTS I ! I I 2x12 a 1t3 FLOOR JOISTS I (2x1 FLOOR JasTi' TYP.BEAM POCKET WRAP 4 Q Q INSTALLATION MSTM71ON5. ❑ �I FDI AND IN of N4ANNIF/1GT,IRSZ�i % PIP �pUCTg T�BKIPCOMM HOT SE I 912 of,. I I I I I6'OL. 10" - 9'b' ENDS OF GDR W/ALltlM1M1M ib'8' II'4 10" ILSULATEO A5 PER L.OGAL1 I- - III 3J•DIA STS COLUMN ( - I AT POCKET OR PROVIDE 1/2' f �ll I GpDE l iL J I I i , ON Sok 3o FT6 NAN) I I I_ 12 P.C.MPROATION 4 PROVIDE FRESH AIR i AIR Si'AGE ALL SIDES Y NTH DANT�RAOFINK ON �� I I 24k 12'PL.FGOTIN6 PoI ry INTAKE TO MEGH 6GiUIP WI II 1� 10' I III'-10" ( I 15-8 14-0 T q'-0' - - 10' \ / I I I } 1 J 2x12 FLOOR JOISTS i i I 2x12 FLOOR JOISTS r �CODE _._. - �-{ L TYPICAL BASEMENT SLAB L -I , �o }�c12 FLooR JOI r5 A e Ib'OL. I I e 12'O.C. ALL eXrnam HMor WATER f. IA MR.2500 MIL 0 I6'O III I !! I I IPIi N DUG715 TO BE II i T°vAI�6 a+"22��c Y •L`+ •' WCL PYEB�E � DASFED t1 f�l4ATEs I I ry / \`�I I I ON•3o5c 90�k i( ( r - 1 INpSU�7L�ATED AS PER LOCAL 10'P.C.FOOTMN6-TDX ( •4'COMPACTED M>fRAVEL 5ME I �jFI�ST F oR�Wq LS L J - FDI - _ / _ I Fre NAN r 1 �I I I I` L I ?x �D AMIFOW LY GRADED STORE MY 7 T' �—- -- - { _ L J I G - - lO' f14'-0' I I II 10" Q MAX 512E A66RCfiATE OF14'� - I ,n COMPACT TO CM o � 'I I r L -J- TYPICAL BASEMENT SLAB -_-__ .. I I r •4'PL.SLAB(MN1750o P51 COAG) ( �' F ATION I^Wl W r T 1 UNFINISHED BASEMENT J 3'_b• I 4 WIDE JOIST I I 1 ( •OOb ML POI-YET43BE VAPOR pt, w i I •b'-0'CEALIN&HT. ✓ 5 ( /> L J DA5HEI LIt�JIADIGAna BWRRIEFt `f DAMPRo0FIN6 ON 2O ' (I FLAA(2 I M :" II o•(R-B)U OWED GBl 5PRI1Y FOAM \ J SHAT.TA.SEAT FDI I "�{LJ 1i FIRS WPJ b 4'coMPALTED&RAVEL BASEMLN&ILriIDE FACE OF RD. f1 1 ELF/=(-)I'-I�' _1 L - L- — — NNFORMLY f,RADED STONE IN A PL.F'J�1nN6-TAYi m ISIS MUVLS-RUL HT OR DRAPED BIANiTT - - 2X12 AVL 61x2 _J - - _ _ .. - ?� cD EQEV�O�' IFiULAT10N - t _ I _ - _ MU1X SIZE A661266ATE OF JS'- ?� p COMPACT TO 45%DB15lTY) I Q m `/ J ALL EXP05Li)HOT WATER PIPING L -_ - �/ L J � % NMOOR HEAVNS bILA AS PERP YS rGODE _ b IO 4' f I I 9'-0' 10' 2'-0' �j D ( 3-8, ,n UNFINISHED BASEMENT r- -I i I ❑ r TW1 r 1 Q 4• 4' 4, 2x12 FL o .p15T5 ( r 4•WOE JOIST I I �, b-O'muN5 Hr. 0 16'O ' _ I I15ULIMON6 INSIDE FADE OF ftrD L I I o -3'4` --' III p SEAT.TA.SEAT J 1 CLOSED CEI SPRAY FOAM 2x4 5T1DS WI Q - — I I 1 2ICI Ft 00R JasTS �-(JI 4� I r L, (�2A2 FUM LVL 60R_ �_ _ r , NN.L5-RU Hr OR DRAPET)BLANKET I �d2 W� -�- -1 / m e Ib'OL. L fl r I l PT SILL PLA a �} I I / I ( 1_ __... _ t , IF i •ALL Exa75�NIOr wA Pty FDI I 5/e(R-13)$A I e� 2'-0' 10• 9'-0• I L J` / 10'4� J ANO/OR ifATYN&DUCTS TO BE AND SILLS a 16 '^ -- a+NDVO En A5 PER NYaCGDE - - "I -- - - - V - - - - _ ___ r - - - - - 2x12 eRJ01ST5 • ,N. (- -- -r- - - - - - - - (n L -. J n� OL.TiT r HD p 'n i I L G'OL. _. �--- 12 L i+ 2 FLOOR JOISTS TAYL ELEV.= I 4 2x12 FLOOR J01 IS i F- r- Ob' 4 r a Ib'O.C. (( ` 4 STUDS WITH I I Q 8 PG.FOUNDATION WALL I II - x SILL PLATES 4 WOE JOIST 12 PL.FOUNDATION FAI WITH DAMPR[)OFIN6 ON I I , I I ~ SEAT.TA.SEAT j4I g HALL WITH - - -- 2'PT.FURRING STRIPS HD a� f L 5/e'(12-13)$A 16k 8'DP P.C.FOOnNS I 5 aw=(11'-I}' DANF�RDOFINs GN ® ,�p� I m WITH 2'5TYROFoAM -- �.._ .i . _ SILLS a I6' FDI I- 24k 12'PL. 5D of( N _ _ L - J Z U F00TIH6 II° 4' 2• IN5Ul_(R=10) ( _.._ _ _._ _. . L.EYP. '-0' 19" 3 8' 20'-10' LU-1i L_ J , I 8 P.G.FOUNDAnoN WALL. - )�---� w "r v WITH DAMPROOFFI� 4 0 _ 2x12 FLOOR JOISTS - _ _. •ND- .tT� `� W - UP 12R I 12'PL.FOUNDATION 4'WIDE J015T (� 41 4 4 T �I N - o MD 5 D I FDI 2'PT.RIBBING 5n21P5 �- WALL WTH 4 5EAT.TA.SEAT 1L 2x12 FLOOR JOISTS 4 - }� �I WITH 2'STYROFOAM ° t23{ I P Q ® DAMPRAOFIN6 ON �1 ELEV=()I'-1�' 2k 10' - I 65 CORNER REEDITS MU 4'-0' I - 8� ( IN5U1..(1z=10) N `� 24'x 12'PL. n �T LK5 a MIDPOINT OF �I L 20'-10' 8" 2" 3' q' i 5'-0 4" q;� FOOTING II'4" 10" - - _ _ _ _ - • • I FOIANDATWffi&ilIW0P ��12 OG. g I I ' ' _ 45 CARPER REBAR51^U 4-0 _ I LEFT o MIDPOINT OF TYPICAL PORCH SLAB b' b-0• 8' ° 6' b' 5' e' N •�F- N 10/10 KHA FOUNDAnON WALL 1 1'-6' ° _ y 4 2x12 FLOOR JOISTS •e PL.SLAB MIN°3500 PSI cm) � I UNEXCAVATED TYPICAL I •TMP t TR7 g% I FROM TOP 4 BOTTTOM. I - 2k lo' n e I6'OL. REINFORCED WITH 6x6,aA0 WWML I,�, I,�, GARAGE SLAB 5lAB T ._._ ___ 7- - HD TAMP 1 FILL TO 95%D13N511Y I 4'PL$Las MIN 3500 P51 GLNNG) i I i� 2X6 FLUSH WITH TOP I REIFOI C WTH 6x6,10/10 WNM. tr of FJ a 12'oG. •r' $ 1 P -- - •TAMP i 19L r0 q5%VMTY °j •SLOPE&ARA6E SLAB DOWN 2' o — I TOWARDS 6ARA6E DOOR I o I I i I N 8' -O b' b' b' r b' b" 6 IINMAVAn37 TYPICAL 17 00 F7ARAQE SLAB Q N r` N a° O G I I G - I • o , I'6' TYPICAL PORCH SLAB 0 N M CoN4 PL.SLAB MAR 3500 PSI ODIC) <REI FORCED WITH 6x6,IOAO WWM �v -TOP OF WALL TAMP 4 FILL TO q5%DB151TY 4•PL.REINFORCED MIN.3500 A GONG) mxx SLOPE&ARA&E s1.AB DOWN 2' 11-b" � � • - •TAMP L._. ....-; t• �• .; _._ , ,. ;_ -__.� TowJ2D5 eARABE DOOR - 8 Flu TO q5%DENSITY _ I FD1 I o 4 FDI FDI 4 A 6 I TOP OF WALL I Ali � FDI DN=-I'-2' 2'-2' 4'-b' 4'6' 2'2' 2'-2' Y-O*M.O. I'-10' b'-0"M.O. 2'-2' L __ W r IV NO HV r LIE OF FRONT 6ARME WALL a UNIT T9J 13' I4'-0' S'-0' 22'2' 3 3 O O O 0 0 O FDI FDI L �n U co > > > > > > 54'-2- 2'-2' b'-0"M.O. 1'-10' b'-0"M.O. 2'2' 2'-2• 4'-b" 8' 4'6' 2'2' w w � w w w ENERGY ca 1.ENERGY CODE STANDARD:PRESCRIPTIVE PATH AND ALL SECTIONS OF ENERGY CODE AS 22'-2' 5'-01 14'-0' 13'-0' N EY APPLY TO ENERGY CODE ARE BEING OWED ,n 2.ALL 00 WITH THE 2015 INTERNATIONAL ENERGY B A N CONSERVATION CONSTRUCTION CODE THE AUTHORITY HANNG JURISDICTION SHALL BE A-6 A-b 12'-0"BRAY 54'_2• PERMITTED TO DETERMINE AN ENERGY EFFICIENCY PROGRAM TO EXCEED THE ENERGY Ile7 EFFICIENCY REQUIRED BY THIS CODE. 3 A PERMANENT CERTMTE SHALL BE COMPLETED BY THE BUILDER AND POSTED ON A WALL IN THE SPACE WHERE THE FURNACE IS LOCATED. CERTIFICATE SHALL COMPLY 120'-4'OVERALL I- WiIH IRC N1101.14. Z 4.ATTIC OR CRAWL SPACE ACCESS SHALL.BE WEATNERSTRIPPED AND INSULATED TrO LEVEL w EQUIM&NT 10 THE INSUUATION ON THE SURROUNDING SURFACES. I A B 2IL CD ^ 5.INSTALLATION-THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE SHALL BE AI.I O �J m INSTALLED IN ACCORDANCE WITH THE CRITERIA LISTED IN TABLE 402.4.1.1 WHEIRE _J '(� 0 REQUIRED BY CODE OFFICIAL.AN APPROVED THIRD PARTY SHALL INSPECT ALL LLJ COMPONENTS AND VERIFY COAPl1A M >Lij o Y 6.TESTING-BUILDING OR DWELLING UNIT SHALL BE TOM AND VERIFIED HAVING LESS _ �QVED�PARTY. G2 5,610» NG SHALL BE GMBY AN UNIT 80 UNIT 79 z P-4 U � o 7.DUCTS-SUPPLY AND RETURN DUGS IN ATTICS SNWl EE INSULATED TO A MINIUM OF R-8 AT 3'OR GREATER IN DIAMETER AND R-6 AT DUCTS CESS THAN 3'IN co 6A. DIAMETER.SEALING-DUCTS,AIR HANDLERS AND FILTER DOM SfWl BE SEALED. MODEL A (LAUREL) MODEL A (LAUREL) Q Q 8,DUCTS TESTING-DUCTS SHALL BE PRESSURE TESTED TO DETERMINE NR LEAKAGE BY AN APPROVED THIRD PARTY, D.BUILDING ALCAVITES SYSTEM S"a.`NOT�USED TION As LT11C15 LU PIE105F FOUNDATION PLAN FOUNDATION PLAN � 10UEGHIANICAL SYSTEM PIPING INSULATION r FLUIDS>105F DEf�EES OR W � <55F DEGREES SHALL L BE INSUUAIED WITH R-3 MINIMUM. 11. MECHANICAL VENTILATION SHALT.MEET THE REQUIREMENTS OF THE RC/IMC C7 � co ltl 12EQUIPMENT$QING-PER RCCA MANUALS,BASED ON LOAD CAI.CUUTED PER ACOA J MANUAL J AS PROVIDED BY A THIRD PARTY HERS RATER. z 131U;MNG-A MINIMUM OF 75%OF PERMANENTLY INSTALLED FIXTURES MUST HAVE HIGH-EFFICIENCY CAMPS 14.A L HVAC,PLUMBING AND ELECTRICAL SYSTEMS SHALL MEET THE IRC CHAPTER 11 w G� T ERGO ENERGY EFFICIENCY,INTERNATIONAL.MECHANICAL CODE,AND INTERNATIONAL ENERGY Q-� B "y;- CONSERVATION gT CONSERVATION CODE R SHALL BE THE RESPONSIBILITY'OF THE GENERAL CONTRACTOR V y TO SUBMIT IN DETAIL THE DESIGN,CALCULATIONS,DRAWINGS,WRITTEN STATEMEINTS OF ' i UPGRADED)STAMPED BY AA PR0IFESSIONNAL ENGINEER F REQUIRED BY(THE OWNER OR 2 cu/0) r MECHANICAL,AIR L; BUONO DEPARTMENT. W �r^�. 77 s < 15.ADDTTIONS,ALTERATIONS OR RENOVATIONS:SKI COMPLY WiTH ECC 2015. - UNALTERED PORTIONS OF THE EXISTING BUILDING IS NOT REQUIRED TO COMPLY'WiTH THIS CODE 10 16JAINIMIUM ONE PROGRAMMABLE THERMOSTAT 91ALL BE PROVIDED FOR EACH ❑ /vE SEPARATE HEATING AND COOLING SYSTEM IN ACCORDANCE WITH SECTION N11031 CONTROL SYSTEMS. 17ALL EXTERIOR WALL/FLOOR/CEILING JOISTS SWU.L BE AIR SEALED AND WSUUUED IN ACCORDANCE WITH TABLE R402.4.1.1. APPLY A FRESH BEAD OF CAULK TO THE TOP JO UMBER AND BOTTOM PUTT:IMMEDIATELY PRIOR M INSTALLING INTERIOR GYPSUM WAIL BOARD. w 016023 A$DENOTES: WM EQMPMW PER M ANPL U T 0 BE PROVIDED 13Y N6t4 RA7m GENERAL CONTRAGTORS AND 5UBGONTRAGTOR5 TO REVIEH CO SHEET NUMBER 'DIA ANCHOR BOLT u5H7 A5 HOLD DOWN HD= HOLD DOWN MULTIPLE LVL GIRDER GONNEGTIONS: T►�GON5T�T10N DOCUMENTS UPON RECEIPT FROM = SEE DETAIL'D/21•SHEET D-1 �wr iV FOR ALL MULTIPLE LVL GIRDERS LA6 BOLT ARCHITECT AND REPORT ANY AND ALL DI5GRE'ANGIE5 DUETCLUSTERr) HD DENOTE-5: 'HEEr 51 M SUVELIlES IoM FEAT i COMM I5WR:Nr Ma SHALL NOT DZEED LNMITATI01�aN TOGETHER W/ I/2" BOLTS M� 2'-0" O.G. 2" MIN INCUIDIN6 ANY DIMENSIONAL GONFLIGTS,IMMEDIATELY TO UNITS 7 9 & 8 0 a •MA%%.'5'AND~4.b'COPPLIANGE GERVFILATE%KL BE%UMFI Ea BEFORE w TOILED. AB=ANCHOR BOLT5 0 ARGHITEGT FOR CORREGTIVE MEA RE5 PRIOR TO FOUNDATION PLAN SEE DET114" IL'HMotS �' 04)#��' FROM TOP 4 BOTTOM 4 MIN. 4" FROM EN05 CONSTRUCTION.00 NOT 5GALE DRAWIN65.DIMENSIONS SHALL z AL SEE DETAIL'Iq'/SHEETDI KA M'J'HVAC LOAD OAL AI.ATION5 PROVIDED BY NBt5 RATBL 5TRONN5 WALLS ' U) BE GALatATED AND NEVER 50AL.ED UNLESS OTHERWISE NOTED. w COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED V) Z W B A 0 A-6 A-6 U 04--d z C 15'-0' 4'8' q'6' Ali A 6 X) r Nv ` • U •� � rn 6'b' T-4' T-4' 4'-b' 5'-0' r•' Na, Z () 'S in 10'SQUARE HBE6 DERMA CAST IS'O' 13-0' Q W m C? bxb P.T.POST WITH SIWSON #46382 W/5Q11ARE ❑ U co BG523 OR/b POST GAP ANCHt FLAT GAP E BA5E(OR EQUAL) 4'-6 5'-0" ' T 4' 1'-4' 6'6• 6'-b• co O SIMPSON Aaft POST BASE-CORNER COLUMN TO BE SPLIT KIT XALIJMNS)PROVIDED W/ C3) Ib TR h'-0'PORCH WIDTH (3)3016 TR (2)306 Tit LIFE OF REAR PORCH 0 UNIT 80 � co (TYp-ALL LINE OF REAR PORCH 0 UNIT 80 � • (2)1 IM DH 10'SQUARE HBE6 PERMA CAST -h a (3)28 50 DH 0DH ) GOL GAP ba&2 (OR ARE 6x6 P.7.Po5T WITH 5HISON - _ - BG523/6 POST GAP ANCHOR t 12 W (3)2X8 P.T.GIRDER-SET A. -CORNER COLUMN TO BE 51MPSON AB"POST BASE PROVIDED W/SPLIT KIT ((YP-ALL CO LM) DI FLUSH W/2x12 61RDER5 0 5DE5 ^ (2)3016 TR (3)3016 h'-0'PORCH WIDTH 4 Iq Di `r I I 011 7F- 4 I 19 12 W Ybn (3) 6 TR Q IID ` %- i COVERED PORCH " I I �- - - DI vl p (21' DH f3)1 PH (3)' DH —11 _ JI , I r -1F -Ir — -1 DI — — — — Z 4016 TR Q �C - - - - --�= 2XaP61 O X I4'LVL HDR J A q'$'HD HT o ® s DA. R A IN 2x12 6 e W ~ 4 18'SL-6080 W�6 18'SLHO r - - 1 r - - ! 12 19 �" 4 Di 19 Q 2'X8'G.10 lb'OL* 6' 9 T g• T$• <r 4 _5Yk I4'LVL HDR O LO _ r L© _ J HD I - Ig 1 14 II'-0 SOFFIT Q - I-- I- DI (2)2'X12'FLUSH GIRDER 4 Iq -1 n'o'CEILING DI .� COVERED PORCH egw I I DINING 2'X12'SB 0 16'OL. r 2-0, — — = — — -� (3J2x,3 ° r * r — r — — �r — — -1 I a4 +� (2)2850 DH 4 — _ — — _ 2'-0' I MIG O in I 'L — — — -� — 1 4 9QJ6 a I Z L - J II'-0'GEILINff g® I I - r — — r — — -� e a o 0 q HD HT _ SY.k 14•Lv�HDR O (3)2X12 R115H GDR L J 4 18'SL.�ioBo FW6 18'SL 4 . (4)2x6 5Y'x14'LVL 61RDB2 0 'o I I r (?)MI6 TR I L J �J (7)2'A2'RM GIRDER ry b v T 3. T�. 6• 2'x8'6.10 Ib OG. I- b, ull D,-0. P05T o Bb5 I 13'-8' 2'-0' 4' II 13'-8' 1I b' „� q'-0• 16' I (3)2X8 r - - - - 2542'5B.0 Ib'OL. II'-0'C ILIN6 I -1 (2)2816 TR O Ln (2) DH 2'-0' - - - - - - DINING I I L cnI LIVIN6 AREA m I 12'-0'STEP CEILING I II'-0' ILI J in I OI ►� 2'-0' - Q 0 q'y'HD Hr MA5TER BEDROOM• I •_ MA5 R ®EF N-0 CEILM65 L -� N L J (2)28'°° O Qj� M urytF rrxR FxTFuinR wtu i s 4 + - L J _ _ (3)2X12 RUSH 6D_R _ r Z 2k b'EXT.-YWl_5 b" 2'-0' 3'�i' 3'-0' 1 70 BE FRAMED GONflN10U5 n I I i (, BA OOM (� b TR <v I I o 0 5 Y4 x 14'LVL MOM (4) , TO UPPER CBLIN6 ,Q ` I I O TEMP 6LTEW5 (2) 6'1 9-0' rY 6' (I 13'-8' 114' 2'-0' 13'-8' I P05T 0 END5PROVIDE D'-0' El '� 16' N'-0' Voll ComR F1u►�ir)55Tw5 � I I t &`5' ) L I I LIVING AREA �C,121GEILM6 CEIL a EA 510E OF ALL DOORS N ON TUB II' -m 12'-0'STEP CEILING mt wNoow oPEtN 2540'HIGH G J a w'oL. S P PLA M TER F n I ON TU3q MA5TER BEDROOM Iit PLA BA ROOM N I r 1 r 2k b•EXT.ED COMMA I TO BE FRAMED G 3'-0' 3'6' 2'-0' b' PRE-FAB FIREPLACE I I 6L PRTN O j, 3016 TR �- -i L- I �p iI TEMP sL DRS I �® I 4` b'-lo' � 2' 6' Q < TO UPPER GEILN6 `S Oq'{i'HDHT0 1 I6- k441I - W42 DH 1 � o I I RAISED HEARTH — —W 25d7'FI U5H 61ROFR J Q 4 IN t �N " I I GOHT1N10115)1 1 Hi STUDS AULTED II'-0' 0 EA SIDE OF ALL DOORS ILM6 C.EILM6 "+ O I a.Xp „� I 2'X10'HIGH G.J.•I6'OL. I t WNDOW OPEIINBS I I !_ 2'x8'G.1 Ib'OG. i VAULTED Cf3LM6 iv (- X - - - I I PRE-FAB FIREPLACE n' 'CEILING GREAT ROOM � b, < � _ n , Q 1 k 2x12 RooR JOISTS 4 2' b'-lo' 4' I 11 I TE�d'6L 0% I I o L - f- -1 3016 TR F- g/ I ITGHEN I 0 Ib"OL. e 5D Io V-61 Hy 14T W 6' 12'-4' I 15'-4' a Y-8' 10'-4' 4 4' 2'4' 4' 6'�i' b" 2'-0" N 4' 4 4 L �2I25cI2AU5H - _ I P 1 3042 DH U) _o t j, I I RA15M HEARTH (2'x8'G 0 I6'OL. ® q'-0'CEILING GL. NOTE � 1 \ � � � I I \ I 14R (4)PO2x 0)it X IIj'LVL ((4)PC T'Xb I� � 'v `r - - - �+ VAULTED GEILIM6 p I I g _ _ _ _ RIM GANTI- GREAT ROOM x V J V 2x12 BOOR J01srs 1 1 g ❑ TOVER STAIR II'-0'c i Q T o ° I ^�°� "6V4+156a Ib'oG. I KITG OPT.DINING AREA 0)'i X III LVL q' INE D 5I v 2'-0' b' b'6' 4" 2'-4' 4 10'4' 3'-8' a 15'-4' I "' 12-4• 6' Q 2016 TR �r 'v q'-0'CEILING MUD QOM _ q'-0' LINO I 5 TIE (4 2'x6' q-0'CEILING 0 T-6 12 HT r -I NOTE 55 I-Y Q WI „�61 P T �`' Gl 4)2x4 ®5D I O _ _ J p� 2050 DH (3)i X 11)?LVL :r (4)2"x4" f POST DN 14R ' 2x12 1575 Ib'OL 51 RJ15Fi GAS o P05T A ENDS im 4' 3'4' b' I 5 T1E OVER STM ? 2"'CA 0 w"OL. (POST I LRE oPHAWR s�u6l q'-0 ' � ) CANTL FLUSH OPT. DINING AREA r r I q'-0' IL ° MUD OM q'-0'GBI I►r6 0 (3)1j x III LVL �r :r 2016 TRK)IL INT. // b"6 K LL 8'-8 4' LINE of IG_ P MDTE'S', (4)2'X4' i' r- -1 0 9'-b'HD HT Q II'-0"GEILMG _ P05T A E4D5 2050 DH H DEN ABOVE I 8 IN511L OR- (4)2x6 I DI 5f .OND 2x12 JO1 I6'O.G. I 45 MIN.FiRE POST (4)25X6' ABOVEI I 4)2x6 - 4' L J F. FOYER Gnl I CRATED IN LOSING DE LF I�T I HD F05T 2"x6'G.J.0 Ib'OL. Z x c3 DI b` D'-0' 4' 13'-10' b' S'-5' II 4' _ - - - W INTb. 6,3.IIP IR 4. I 5�! 6, ' 50 `C Y II'-0'GEILM6 1 U 2016 TR FWI OPT. 6" 21'6' I I Q 4' DI (4)2'x61 (4J 2x6 2868 INSUL DR- I LINE OF - eg'b•HD Hr r I a� DEN 5 k II T/8 2)X6 Q Y 4 POST' POST 45 MIN.FIRE SECOND o 4 2050 DH A4 19 6'R-21 1 I �(4■p ) o I RATED Hv SELF FLOOR 12R Gnl FOYER \\ I o Q o BATH5 I 1 CLOSING DEVICE ABOVE Ig L J DI 1 1 I I I 4' 5's5' 10'-8" 1 5'-5" b' 3'-8' I' 13'-10" 4" 12'-0' 6' - I 2'X10'6DR Q N e - I N _ 1 (3)13/4'X18'LVL FLUSH I `t UP RE) SEAT I I O 4' I I 21'-b" b' `r 5080 b TR r- I HD HT e — e e GO D PORCH I I n I - Y 5 x II 7/8'L FWH OPT. I 2050 DH 4 (4) L- J 2 L. _ __j I I I I g'II TWO GAR GARAGE e I P05T 0 ENDS lo' ARE 86 POST 0 E4D5 11 I BATTSI fl p `_ 19 A4 L J w POST 0 ENDS I in I q• 1 4 P.G.SLAB IMV.3500 P51 I GA$ #46 2 N4/ �n I I I I 4 I Q 14'-0' 2 q' 2x6 GJ I )�� �Yt1Fl b70�' � W 5M FLA GAP BASE DI I I ; 2030 DH• a 11 IOAO HWM. I I- _ I (3)13/4'X18'LVL FIJJSH I I _ - I o _ 0)25X10'GDR _ o e O�?" •SLOPE SWAM SLAB DOW ?� Ib'OL. 6GU T (3 2XB P.T.GIRDER14-T TOP a T 6'HD HT' 2'TOWARDS 6ARASE DOOR I BE Wr IT KIT - o - - a SEAT e l0'SQUARE t 6 FERPIA m I A I p HD HD CAST #46382 Wl - _ - ►�ZxIT61 ) •'TYPE w GYP w ON 1 P I I _ - Q 5C411ARE FLA GAP t BASE(OR - - - - - - - - - - 1GARAGE IL1LL5 t CEILING I (5)2x4 r 5' `r e TWO GAR GARAGE 11 I 1 I COVERED PORCH 9� I I L_ _ J r,2 —I (4)2x6 4 Ir- M o ri EauAU- couJrtl TO 3080 EXT IN UL DR W/ *4'TYPE x•GYP BD ON nrr P05T a ENDS OF LIVIN6 SPACE CON?N011 I 1 4'PL.SLAB(HIV.3500 P51 ¢ N N r� N OR I I Q Zxb �I I b RBiFORfHJ WIiH bxb, (I _ , , 4 2'9" I 14'0• in I I P05T 0 ENDS p '- N ri eo N BE PRAti1 W/SPLIT KIT (2)18'5 DELIGHTS WALLS 70 GARAGE ' � I � (3)2X8F.T.6IfZDER SET TOP I I L6x6 P.T.P05T WITH 51Mf'��ON G G ° 0 16.0 . jc • 0 I6'OL. p 2030 A$ I I A 6 „I 2' OWARD5 6ARAa DOM I e T-6'HD Hi (3)2810 TR BG523/b P05T GAP ANCHOR t Iq I I I _ _ I m - - - rr/ 12 61 - - ARE It3t DERMA 51HX-CN ARft POST BASE DI 1 8MM OH DR fl IWV OH ° �I WINE WN15 t CEI.N5 (I� fes) - - - CAST COUM 2 Wr (3) DH (TVP-ALL COLUMNS) I 6 _ _ e I - - - - - - - - 1 6m w ON w SQUARE FLAT C E BASE(OR i D ( - - - - +� I I WOr AUL 5 0 SPACE� I I 3080 INSVI.OR W/ EC,MIAI)- COLUMN TO 5'-0' 5'-0' ml 77CAON� 13/4k 14'L?/L HDR I (2)18'S1 161iTr' BE PRAVIDB)VY IT KIT 4 LME of Dnl G G DI DI 4 A$ I I I A-b bxb P.T.P05T WITH SHPWN 6AROF WALL BG523/b P05T GAP ANCHOR t (3)2810 TR P HT O UNIT"Iq I'fi" 101-0' I'b' T'O\ T' "\ 5'-0' 2'-2' 8'-0'RO. I'-10' 8'-0"RRA. 2 2• I I D OH IDRI 8X710 OH DRI DI (TMp-ALL GOLUIfIS) (3)' " DH B Z z z z Z z 19 HD• I ID O O O O O O X5 Xn X5 &5 co 13'-0' Ig'-0' n'-2` Di nl CONTINUOUS )1 3/4'x 14'LVL HDR Dnl 5'-0' S'-0' w w w W w w DI DI DESIGN N®° X 356 54'2' 2'2' 8'-0'R.O. I'-10" 8'-0'RO. -0" ?'-0' I'b' 10'-0' w WALL RATING- 114 R. o FINISH RATING-23 A/41N. N B A I HOUR RATED EXTERIOR DI 22t-2' w'-0' 13'-0' to A 6 A 6 © BEARIN6 WALL 1 N A55EMBLY- 5EE DETAIL: `1 � � 12'-0'BREEZEWAY ��t ACJ A-6 p C t ) ti• f� f�` ,{ ` '� Z i f ` i W CVO FIRESIDE O X12 UNIT UNIT 7 9 ;z; :,4 w Y HORIZONTAL SECTION o 0 = a MODEL A (LAUREL) MODEL A (LAUREL) Z1 0 0 0 0 ��TT Q FIRST FLOOR PLAN FIRST FLOOR PLAN 1.WOOD S W5-NOM 2,13Y 4 IN.5PAGED Ib IN.OG WITH TWO 2 BY 4 IN.TOP AND ONE 2 BY 4 IN.BOTTOM PLATES.STUDS w LATERALLY-BRACED BY WOOD 57R)CTURAL PANEL SHEATHING(ITEM 5).WIEN HHRAL AND FIBER BOARDS•(ITEM 5A)ARE 0 v CONSIDERED AS BRACING FOR THE STUDS,THE LOAD 15 RESTRICTED TO Tb%OF ALLOWABLE AXIAL LOAD.K415 EFFEGTIVEIY FIRE 3/16"=1'-0" LIVIN6 AREA= 1 f62a 50. PT. 3/16"=1' 0" LIVIN6 AREA= I fb2a 50. FT. STOPPED&n'S i rBo�ANY aA-%FIED 5/8 INC THICK,4 FT WIDE,APPLIED VERTICALLY AND NAILED TO STIM ANb BEARING PLATES l ❑ /� C IN.Or,WITH bD CEMENT-COATED HAIM 1-1/8 IN.LONG WITH 1/4 IN.°IAM HEAD. v J 6ARAGE AREA= 442 50. I T. GARAGE AREA= 442 50. FT. a JOINTS NO KMK-,M-Mor SHOW-WALLBOARD JOINT5 COVERED WITHI TAPE AND JOINT COMPOUND.NAIL HEADS COVER° WITH JOINT COMPOUND. GOVERED PORGH AREA= 281 50. FT. GOVERED PORGH AREA= 281 50. FT. 4.VATT5 AND BLNft •-MINERAL FIBER OR 6LA55 FIBER IWA LATION,3-5/6 IN.THICK,PRE55LIZE FIT TO FILL WALL CAVITIES I-1 CD BETWEEN STIRS AND PLATE5.MINERAL FIBER IN NATION TO BE UNEACED AND TO HAVE A MIN DENSITY OF 3 PGF.6LA%FIBER INSULATION TO BE FACED WITH ALtHRH FOIL OR KRAFT PAPER AND TO HAVE A,HN DENSITY OF 0.4 PGF MM R-13 THERMAL CO � m INSULATION RATING). z z iii 5.WOOD SIRUGWAL PANIES EATHIN6-MN 7/Ib IN THICK,4 FT WIDE WOOD 5MJ6TI.RAL PANELS,MIN GRADE YTD'OR'5IEATHM6'. Q Q Q INSTALLED WITH LONG DIMENSION OF 5IEIET(STRENGTH AXI5)OR FACE 6RAIN OF PLYWOOD PARALLEL WITH OR P5TENDIGAAR TO Z SUDS.VERTICAL JOINTS CENTERN7O ON STUDS.HORIZONTAL JOINTS BACKED WITH NOM 2 BY 4 IN.WOOD BLOCKING.ATTACHED TO STLM ON ALONG INTERIOR 5R SIDE OF WALL WITH bD CE•ENT COATED BOX NAILS SPACEL'16 IL Or.AT PERIMETER OF PANELS AND 12 IOC, � ,....G EXTERIOR FI TO APPLIED ACCORDANGIE OVER THEWITH NNANFAGTURERS INSTALLATION INSTRUCTIONS.ONE OF THE FOLLOWING 0 Q� OB E/?� ��� 5HEATHINrm � � y G.WOOD STRIJGTURAL PANEL OR LAP SIDING-APA RATED SIDING,EXTERIOR,PILYWOOR 05B OR COMPOSITE PANES WITH VT NEet U y FACES AND 5TRUCTLRAI.WOOD CORE,PER P5 I OR APA STANDARD PRP-108,INGLUDIN6 TECNIRED,ROUGH SANK MEDIUM DENSITY m +, C 2015 IRC-R3122.1 Y GROOVED AND LAP 51DIN6. Q (n r! •1 i 1 L VWELLIN6 UNITS,W�TEE TOPE THE IEO LO R OPERABLE WINDOW OPENING 15 NOTE: WOOD 5PEGIFIED IN UL RATED DESIGNS ARE MINIMUM SIZE".LAR6ER DIMENSIONAL W, v �- I.OGATED LE55 THAN 24'ABOVE THE FIWSF�FLOOR AND GREATER 7HAN'12'ABOVE TIE FINISHED 6RADE OR OTIfR SURFACE BELOW ON THE EXTERIOR OF THE BUILDING,TIE OPERABLE WINDOW SHALL GONFLY WITH ONE OF THE FOLLOWINst STUDS CAN BE SUBSTITUTED. 2 c✓ OPIEN114N6INiN ITTS riA�RA9EST OPENLL NOT ED POSITION.POSIiTia�N.DIA►Ery SPHERE TO PASS THRaU6H THE` NOTE: UL#356 15 IN GOMPL.IANGE WITH FIRE`RE515T1VE�RAT1N65- AN51AL 3 AS P)RIM2 1 �� MULTIPLE LVL 61RDER GONNEGTION5: NOTE 'V': •FALL PREVENTION DEVIGE5 TWAT COMPLY WITH A5TH F logo •(O FOR ALL MULTIPLE LVL 61RDER5,LA6 BOLT •ALL DRYER5 TO BE VENTED (THE WINDOW OF84MG CONTROL DEVICE AFTMt OPERATION TO RELEASE THE CONTROL RATED ��J ❑ 1 TOGETHER W/ 1/2" BOLTS® 2'-0" O.G.,2" MIN, ,TO oursmE AIR PER GODS DEVICE ALLOWING THE WINDOW TO FILLY OPEN SHALL NOT REDUCE THE NEi cLEA7R ONE HOUR RATED EXTERIOR n TERIOR ALL WASHE2 TO BE OPENING AREA OF TIE WINDOW NT TO LE�i THAN 57 SaJARE FEET. FROM TOP Q BOTTOM, 4 MIN.4 FROM EN05 PROVIDED WITH DRAIN PANS WALL RESISTIVE ASSEMBLY JOB NUMBER NTS. A- 3- 2015 6ENERAL CONTRACTORS AND 5UBCONTRACTOR5 TO 2015 IECC 5ECTiON R 403.3: IRC-624276("MINA w2016023 NOTE0 • E° .E*�T FAN' REVIEW THESE GON5TRUGTION DOGUMENT5 UPON RECEIPT -.SUPPLY AND RETURN DZT5 IN ATTIG5 SHALL BE INSULATED TO A MIN.R-8 2015 IECG SECTION R 402.4.12: VENTING SYSTEM TERMINATION LOCATION: THEVENT,00 TERMINAL I ADIRECTVENTAPPLIANCEWITH TE INPUT DUET CLUSTER Q SHEET NUMBER PROVIDE SPRAY NOTE: TE ': HD= HOLD DOWN 50 CFM INmERMITTe4r OR FROM ARCHITECT AND REPORT ANY AND ALL AND DUCT'S OUTSIDE THE THERMAL ENVELOP SHOULD BE MIN.R-6. AN APPROVED HERS RATER TO OF IOp00 BTU PER N01JR(3KI4J OR LESS SHALL BE LOCATED AT LEAST = FOAM INSULATION IN STAIR MANUFACTURER TO DESIGN STAIRS TO ® 1 -5EALIN6 I5 MANDATORY FOR DUGT5,AIR HANDLER5,AND FILTER BOXE5. PERFORM AIR!INFILTRATION,DUCT 6•FROM ANY AIR OPET41N6 INTO A BUILDING,AND SUGII AN APPLIANCE WITH ALL WINDOWS SHALL BE DISGREPANGIES INGLUDIN6 ANY DIMEN510NAL GOI�LIGTS, UNITS "7 (� OaGARAGE CEILING® ANDERSEN 200 SERIES �'�-APPLIGABI�CODES AND TO IMMEDIATELY TO ARCHITECT FOR GORREGTIVE -,IOINrS,SEAMS,AND GONNEGnONs SHALL COMPLY WITH SECTION M-1601.4 LEAKAGE,AND COMBUSTION SAFETY AN INPUT wet(0,000 Bn,PER HouR BUT Nor wrR s0000 B,u PER ! ]vim LOCATION OF REPORT AM"-'----'AW IE5 AND GONFLIGT5 CO2 OF THE 2015 IRG. TE5TIN6 AND]PROVIDE A WRITTEN R I,R 4 4GE NT A WITH A q MGN VENT T BTU PER H R%IAL CLEARANCE, FIRST FLOOR PLAN TO THE ARCHITECT PRIOR TO 5TAIR FABRICATION. O ® VMT MONOXIDE P`A PRIOR TO GONSTRUGTION.DO NOT SCALE -DUGT5 SHALL BE�TE5TED TO DETERMINE AIR LEAKA6E BY REPORT OF T�FE RE5ULT5 AND A T A 12 W- WITH T M�1r TION LE'��PER HouR��`� BEDROOM ABOVE DETECTOR DRAWINGS.DIMENSIONS SHALL BE GALGULATi=D AND AT LEAST A 12 MGH VENT TERMINATION GLEARANGE.THE BOTTOM OF THE NEVER 5GALED XE55 OTHERWISE NOTED. ROU6H-IN TEST AND A WRITTEN REPORT OF THE RE5ULT5 SHALL 13E 516NED VENT TERMINAL AND THE AIR INTAKE SHALL BE LOCATED AT LEAST 12' U) 1E �D 5M0DETECTOR BY THE PARTY CONDUCTING THE TEST AND PROVIDED TO THE CODE OFFICIAL. ABOVE 6RADE. w COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED I W F- z W E 0 0 0 z CL C) 0 (D 0 U) (D r o) 13 :D Qom 04 A-6 .§...a) C)CD : c'> W !E ( a�);�002). z = - (6LO 0 x cy) LLI c <A B 1: C) -�'LO -cu C(0? '-T [- co A-6 El u c) c) II'-0'PL frr-------- AL16NIFASOM z I II0 - - - - - - -- - - - - - JEf--EULE-Z: Eff EE=fff�- I HOW RATED EXTERIOR Frr-❑— -1 AL16N FASCIAS 1Ne HAI I - - - - - - -- — — — — — — I III-01 PIL HT �Y-5E�MAI (l) rn z 0 -u- J, F 0 L w OH. 4 - - - — — — — 0 0z I II X/ OH. r .. V t'*7 2xb aM66ER5 e*1 OL P4 r--� F- �7 A- -J j F—I L =L=1-4 F W AZEK TRIM OVER bo > -LJ7 - AZEK RAKIE 130AFV L J 2*NAILER F-V I F- �3 - - - - - - VERTED SOFFIT F- w L —1--] 6'A.M�TW BOARD IL cn AI RSP ROOF RAnIER5 161 OL. b'O.H. L 14--0' M.IwD ;3 ILO= q1_01 cam I Ii I 15R i n 04 -I 36'w6HLOFT I F-I I > J- -1 RAILING 4' —_ _. — \ _— `� \ i // ——— — ——— F- 4- 14'-0' L111-01 0 b. \ ( LQET- 51-11 4 36*H16H < 54 OVM66ERS o 161 RAILING 4 6" �DL/I I f4 11� / I1F- OL.-FRAMED SOFFIT 3) "W, — — — — — — — — — — — — — — SII --- DExnt MO%"36X&AD F EF2J.-,). ;EI As' III BY`fYPON'OR EQUAL z ,—Y-b" I - 2xb MDCKM w O b. 22X 30'ATM I I 1 "-0 -71 ACZX95 HATCH I'Xb*FA-%A n"euaD—arr c Ef 0 3'b- CZ11 INS 0 LIPPER I M�a — -aX WATTIC, 'r-O*PL frr 6ABLE J4-i— i J I 5HIN6LE 51DIW WALL 11 1 ACCESS HATCH 6. 14 61 1141614 BLIND FLASHING 11 I I 5 j' I I I I— — —1 1 6, ry 6 2• 3�' I l I I _ _17 2)(10 P.T.LE06M SECMD L LIPPER W VZOxt'S.S.LA6 BOILT5 r OAME (W Kk%ERS)STA668;TV b. �p iS 1010- 1 WALL T 4 B 0 ZV OL.-TV. 24 6ABLE eV KALE Al bw PL W SIMPSON A34 C04NECTOR5 L�j 1-- C6 6 C6 17 => (3)ZCIO FLUSH OIRDIER < N A f&iQ 024 1 12 I -Ic"Flicll c" I I I DE 2*RR 0 16"06. A aK1 6 1 10,10 1. N H161 W r I STANDING SEW METAL ROOF 1-74.PL PL HT CA INSTALL.PER HAW.SPECS I II J ❑ 06 11 SIHI'SON H25A CONNECTORS -L Qw /41 p..8 N I x z z z z z z 050 ON 0 0 0 0 0 0 0 V-04D Hr L IN WFAWA BID Fn &5 Fn Fn Fn L J,112=4=11 > > > > 5; 5; eyp w w III w w Lu III or� w 0� 5'-6' 51-61 SIMIIx)ON A35 CONNECTORS �2 3=04 (3)2)CIO WR 25 6'SOFFIT BMS o 161 X 0 L -01 0 HT N LO W O.H. 12'(R-W)BATTS Q rA'-2- WAW20M WINDOW PEN IF z r13 rA 21xb'o 161 Or.FOR SEAT c) Ali A-bI-V-I 0 CLOSED CELL SPRAY FOAM 0 m WINDOI1 MUTION TO COMPLE1MY -j 0 FILL SEAT CAVITY w > (2)250'0 END W A35 SEAT w A SIMPSON CONNECTOR w 1-- 0 < A-6 A-6 ......... SIMP55ON H2-6A OMMTOR5 IN AZEK TRIM BID z eyp Ev 2 U) W 3/4"T46 05B 51,11EFLOOR- Q Im -IA6'055 5FEATHIN6 caffl"m m1flom PLATIE5 UNIT 8 0 UNIT 7 9 AT EXTER[OR KALL ❑ FIRST FLOOR LINE MODEL A (LAUREL) MODEL A (LAUREL) 0 m SECOND FLOOR PLAN SECOND FLOOR PLAN < Z < < U) 3/16"=1'-0" 3/16"=1'-0" iiiiiiia _Jp LIVING AREA= 510 50. FT. LIVINC7AREA= 310 50. FT. ............. W �46 0 UNFIN15HEI? BASEMENT RBE TOTAL LIVING AREA TOTAL LIVING AREA �44 V, < (R 3 CLOSEDCaLSPRAY 2 : I FOAM W&ALONG MOE FACE ;6 r j 1�999 SQ. FT. L999 SQ. FT. c A < OF FIND.WLL-)-RILL.HT OR DRAPED BLANKET IWALATION V, SEE ROOF PLAN FOR ALL STRUCTURAL FpmNr,jwmnm 0 I HOUR RATED EXTERIOR BEARING Kk A55EM13LY- 5EE DETAIL: ........ .............. ...................... if NTS. JO v NUMBER BAY DETAIL NOTE: 2015 IFZ-R312.2.1 A41 2016023 ENGINEERED J015T EF -E*WJST FAA GENERAL CONTRACTOR5 AM 5LIBCONTRALTORS TO ONE CARBON MONOXIDE ALARM IN NF3q IN�PHELUNC,UNITS,W3;!E THE TOP OF THE SIU-OF AN OPERABLE Wwoq oPENIN6,is LOCATED LESS THAN 50 CFM INTERMITTENT IEN I OR REVIEW THE5E CON5TRXTION POCVIVIENT5 UPON RECEIPT ONE AM TWO-PAMILY DIHIELLIN66, 24'AWNffi THE FINISHED FLOOR AND 6REATE2 THAN r2'ABOVE THE FINISHED 6RAVE OR OTHER SURFACE SHEET NUMBER SHALL NOT 13E GUT, NOTE: HD= HOLD DOM MULTIPLE LA C-ARDER C.ONNErTION5: z 20 CFM CMNIM FROM ARGHITEGT AND REPORT ANY AND ALL TOWNHOL61ES AND MIUM WITS IN BEELOW ON THE EXTERIOR OF THE BUILDING,PE OPERABLE HNDOW WALL COMPLY WITH ONE OF M DUET CLUSTER < NOTGHED AND HOLES 5TAIR MANUFAGMER TO VE51C714 STAIR5 TO FOR ALL MULTIPLE LVL 61RDER5,LA6 BOLT 6RO[F R-2 EVILDWS(CONDOS 4 15RFI A n E Io I I I I I�� I I �_� ! ��-�o�-) i -- - - - - - - � I /A ' ZIEK bOA F-VI r-F-1 7 OT i 47M T A2W WARD 'P TX 4- r f 3 J-W BORED UNI-E% ALL HINVOP6 SHALL BE ALL AMICABLE WX-5 AND TO 015GREPANGIE5 MUDW,ANY PIM1315IONAL CONFLICT5, CO-OP5)AM WTS OFFERED FOR 5AIZ (OPENIN%TRAT HILL NOT ALLOIq A 4 WH VIAWTIER 5nf3:M TO PA55 TIHIRO"TW OPIENINev IN ITS 0- ANDEP-cfN 200 5ERIE5 MEET TOO-ETHER N/ 1/2" 13OLT5 @ 2'-0" O.C.,2" MIN, CO2 IMMEDIATILEY TO ARrHITEGT FOR GORREGTIVE IIJ*psIEST OPENED POSITION. 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