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��� SUFfO4c � Town of Southold 10/21/2020 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41551 Date: 10/21/2020 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 17 Sweet Meadow Ct Unit 69, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-1-37 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/19/2019 pursuant to which Building Permit No. 43968 dated 7/15/2019 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, covered porch, screened porch and attached two car garage as applied for. (Unit 69) The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0123 5/11/2020 ELECTRICAL CERTIFICATE NO. 43968 10/8/2020 PLUMBERS CERTIFICATION DATED 10/8/2020 All tubing tractors Inc. AredSignature =rr TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERIC'S OFFICE 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#: 43968 Date: 7/15/2019 Permission is hereby granted to: Rimor Development LLC 1721-D North Ocean Ave Medford, NY 11763 r To: construct dwelling unit as applied for per Planning & SCHD approvals. (Unit#69, D model) At premises located at: 17 Sweet Meadow Ct Unit 69, Cutchogue SCTM # 473889 Sec/Block/Lot# 102.1-1-37 Pursuant to application dated 6/19/2019 and approved by the Building Inspector. To expire on 1/13/2021. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,876.80 CO -NEW DWELLING $50.00 Total: $1,926.80 B � ing In "tor Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT 'TOWN BALL 765-1802 APPLICATION FOR CERTIFICA'T'E OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: g 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 (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. S. 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 " ng" land I. Accurate survey of property showing all property lines,streets; building and unusual natural or topographic uses: features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees L Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, 'Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- '$100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial$15.00 Date. New Construction: Old or Pre-existing Building; check ee ( ) .Location of Property: � A N A A A-V) House No. Street Owner or Owners of Property: W— Dlxl,��10 Hamlet/ Suffolk County Tax Map No 10002 Section 0� Block 1/' Lot DµDQ Mv���r Q Ck. 4-<--- Filed Map, 7 Lot: Permit No. D4-1a tf � Permit. Applicant: 1D �p Health Dept. Approval: Q -� 1 g y � Underwriters Approval: Planning Board Approval: /'�Request for: Temporary Final Certificate: ( I c one) Fee'Submitted:$ Apph ant nater CONSENT TO INSPECTION ll�Ito V_DIZ Owner(s me(s) ` -- the undersigned,do(es) ( )Name(s) ( )hereby state: That the undersigned(is)(are)the owner(s)of the premises i e T w of Southold,located at which is§hown and designated on the Suffolk County Tax Section ���®1 Block Lot ap as District 1000, That the undersigned(has)(have)filed, or cause to be filed,an application in the Southold Town Building Ins pe tor's Office four the f owing• its► ✓ (J That the undersigned do(es)hereby give consent to the Building Inspectors of th Town of Southold to enter upon the above described property, including any and all e 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. 9 Dated: • i afore t N e) (Signature) (Print Name) Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 sean.devlinl'a-D-town.southold.ny.us Southold,NY 11971-0959 .� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Rimor Development LLC Address: 17 Sweet Meadow Ct Unit 69 city Cutchogue st: NY zip: 11935 Building Permit#. 43968 section: 102.1 Block: 1 Lot 37 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MTM Electric License No: 3700ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 38 Ceding Fixtures 20 Bath Exhaust Fan 2 Service 3 ph Hot Water Gas GFCI Recpt 5 Wall Fixtures 3 Smoke Detectors 2 Main Panel 150A A/C Condenser 1 Single Recpt Recessed Fixtures 42 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan Combo Smoke/CO 2 Transformer UC Lights 4' Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect 2 Switches 31 LED Strip 6Q' Exit Fixtures Pump 1 Other Equipment: Hood/ Micro, DW, Fridge, W/D, Septic Disconnect Notes. New One Story House w/ Garage Inspector Signature: Date: October 8, 2020 S.Devlin-Cert Electrical Compliance Form.xls 00 ti0 fo 1 Town Hall Annex Telephone(631)765-1802 ", d 54375 Main Road ' Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-09590 BUILDING DEPARTMENT TOWN OF S®$7'9 HOLD CERTIIi,ICAT10N Date: Building Permit No. -� ("0 ®caner: yay\y b -ey Pj LL C (Please print) Plumber: A- 1� Abl� �I(IjM6w� e print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. lumbers Signature) Sworn to before me this day of_DL'1 : 20�L6 ANNA FIORITA Notary Public,State of New York Reg.No.0IF16368364 Qualified in Suffolk County Commission ExpireslI,L Coun Notary Public, ty 0FS0Gtyo�o 17 # # TOWN.OF SOUTHOLD,BUILDING DEPT. / �`ycOUMV 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND " [ I INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL-(ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR SOUTy � o # # TOWN OF SOU HOLD BUILDING DEPT. °`ycoutim��' 765-1802 INSPECTI.ON [\/FOUNDATION 1ST /v✓ [ ] ROUGH PL13G. [ ] 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: p l�P, rill/ -k S�� Nv� (0#/tv DATE INSPECTOR # * TOWN OF SOUTHOLD BUILDING DEPT. co765-1802 INSPEC_ ON [ ] FOUNDATION 1ST ROUGH PLBG. [ ] -OUNDATION 2ND [ ] INSULATION/CAULKING [ FRA�MIN�G/STRAPPING [ ] FINAL [ ] FIREPLACE-& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT,PENETRATION [ ] ELECTRICAL-,(ROUGH) = [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: Svc= DATE VW INSPECTOR Y[ pF so A �� yo O # TOWN ,OF SOOT OLD BUILDING DEPT. co 765- 802 _ INSPECTION [ ] FOUNDATION 1ST [ ] R GH PLBG. [ ] FOUNDATION 2ND [ IN SULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] 'FIREPLACE„& CHIMNEY [ ] FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION-- _ [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: <,/ g Aw _01 &4-o- s 0- , DATEINSPECTOR Aof SobjypFlo 17 �� t i d' l d ��C._(� 1.'1✓ # _TOWN OF SOUTHOLD BUILDING DEPT. • � �/� 765-1802 , -.--.INSPECTION [ ] FOUNDATION IST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: r. A,& v aft /4 W0.14 /A AM-Ar 10 1-7-a DATE ./6 ANSPECTOR &I-7bWa4i . laf Sv V. y 4 y>aOUI�o # # TOWN OF SOUTH LD BUILDING DEPT: coorm, '' 76S-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ J. I ULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FIREPLACE & CHIMNEY--" [ ] FIRE-SAFETY INSPECTION [ ] -FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL(FINAL) " [ ] CODE VIOLATION [ ] PRE C/O REMARKS: rut AkA - I_00-hA/ DATEl m. INSPECTOR GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH - SUITE 202 [sI ANDiA, NY 11749 W W W.GRCHARCHITECTURE.COM (631864-3395 December 06, 2019 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold, NY 11971 Att: Mr. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Screened in Rear Covered Porch Unit No. 69 Permit No. 43968 Dear Mr. Verity, -The rear covered porch as depicted on the submitted architectural plans will be "screened in" as per the Planning Board's approval dated January 18, 2019. qGlenrveny, submitted, ,��RED A&C \5 &SRT p/y� AIA, LEED AP (P '9�• 0?381C Q �0 `NE�y name Energy Radn,g Cer d'fic ate Property HERS Harvest Pointe Rating Type: Confirmed Certified Energy Rater: Robert B Delfino 17 Sweet Meadow Ct Rating Date: 2020-10-12 Rating Number: 3001 Cutchogue, NY 11935 Registry ID: 029046390 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index• 53 Efficient Home Comparison: 47% Better Heating 47.7 $991 62% Generallnformation Cooling 0.9 $45 3% Conditioned Area 3200'sq. ft. House Type Townhouse, end unit Hot Water 10.4 $183 11% Conditioned Volume 27005 cubic ft. Foundation Conditioned basement Lights/Appliances 22.9 $367 23% Photovoltaics -0.0 $-0 -0% Bedrooms 2 Service Charges $16 1% Total '81.9' $1603 100% Mechanical Systems Features Water Heating: Conventional, Natural gas, 0.69 EF, 75.0 Gal. Criteria Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. This home meets or exceeds the minimum criteria for the following: Cooling: Air conditioner, Electric, 16.0 SEER. 2015 IECC UA Compliance Duct Leakage to Outside 25.00 CFM25 2015 IECC HERS ERI - Ventilation System Exhaust Only: 83 cfm,23.2 watts. r, 2015 IECC ERI Programmable Thermostat Heat=Yes; Cool=Yes i ECCC New York State 2020 0 Building Shell Features c . Ceiling Flat R-38.0 Slab R-0.0 Edge, R-0.0 Under Sealed Attic NA Exposed Floor NA co Vaulted Ceiling NA indow Type U-Value: 0.320, SHGC: 0.300 rr_� Above Grade Walls, R-21.0 Infil tion Ra Htg: 1220 Ctg: 1220 CFM50 a - - Foundation Watts R-13.0 Me o Blower door - 1220 CFM X 60 = 73,200127,005FT =2.71 _ _ Energy Testing Services LLC. Lights and Appliance Features 1648 Locust Ave Interior Fluor Lighting (%) 0.0 Range/ ven Fuel Electric Bohemia N.Y. 11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Electric 631-244-2627 Refrigerator(kWh/yr) 691 Clothes Dryer CEF 2.62 631-244-2629 Dishwasher(kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater .r: - Residential Energy Analysis and Rating,Software•v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020'NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider: Energy Testing Services 2020 Combustion Safety Testing Form Certified Home Address: 17 Sweetmeadow Ct City: Cutchogue Builder Name: Harvest Pointe Builder Tracking# Combustion Appliance Zone (CAZ)# of Location of this CAZ: Basement (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 202-12-10 Outdoors Temp During Test: 54 OF CAZ Depressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N.A pa. CAZ Ambient CO: 0 PPM Test Pressure: N.A pa. Appliances/Fireplace Simulated for Test? Yes❑ No D Net Change: N.A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: eating System Primary: Yes❑✓ No❑ Tyne: Furnace ✓❑Boiler❑Heat Pumper Other n 3 Draftsii co EfficiencyFuel Tne a Venting Type Sl � CO Circle T e ascal orst Case atural orst Case atu-1 Rating:95 NOP❑O❑E❑ N❑`❑M❑S_g N.A Pa Pass ✓❑Fail❑ PassOFail❑ N•A PPM N.A PPM Yes ❑✓ Tie: Standard Tank ✓❑Indirect Tankless El Size: 75 Style Common Vent Water Heater' Primary: No Instantaneous Commercial See Note S below ❑ L.11 ) (Gallons) 4 Stand Alone ❑✓ s a Ven- Tvne s Rua Sin llase Spillage(Natural) CO CO Efficiency Fuel TvDe (Circle Type) (Pascal) (Worse Case) (Worse Case) (Natural) EF: 69 N❑✓ P❑O❑E❑ N❑M❑S❑✓ N.A Pa. Pass❑✓ Fail❑ PassOFailEl N.A PPM N.A PPM Oven Oven is Electric or No Oven Exists Oven Range Hood Vented to Outside Yes❑No ED— Oven CO 3 PPM Ambient CO(During Oven CO Testing) o PPM t Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal z Fuel Type. N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 5 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 ter Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 1 Rater Name: Rb De no Rater Number: 2652967 Rater Signature: Date: 2020-12-10 1 GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 1 ISLANDIA, NY 11749 WWW.GRCH-ARCHITECTURE.COM (631)864-3395 December 06, 2019 Town of Southold Building Department 53095 Main Rd P.O. Box 1179 Southold, NY 11971 Attn. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Cutchogue, New York Unit 69 - Permit#43968 Dear Inspector Verity: Please be advised that the basements of the above referenced units constructed on site meet the requirements for conditioned space as defined in the 2015 IRC and Energy Code as well as the 2017 Code Supplement. espect Ily submitted, D Ape ZERT Gle herveny, AIA, LEED AP Pr' pal '9 023810 Q T�OF NE�`l AMIECMANICSaLeonWORATION HEATING AND AIR CONDITIONING March 11, 2019 Michael J. Verity Town of Southhold Building Department Town Hall Annex Building 54375 Route 25 Southhold, NY 11971 Tel: (631) 765-1802 Fax: (631) 765-9502 Subject: Harvest Point Residential Units Dear Mr. Verity Please be advised that the basements al all llthe oad caltlulationsunits at the above referenced project have been included in our Manu Best regards, Louis DeSantis President 20 Feldland Street, Bohemia, NY 11716 0 (631) 563-1298 Fax: (631) 563-2954 GRCH ARCHITECTURE PC 5750 EXPREss DRIVE SOUTH Ak_'�S' SUITE 202 ISLANAIA. IVY 11749 WWW.GRCHARCHITECTURE.COM 631864-3395 November 14, 2018 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold NY 11971 Attn. Ms.Amanda Nunemaker Plans Examiner Re: Harvest Pointe at Cutchogue Dear Ms. Nunemaker, The following two insulation products noted below have been selected for their flame/smoke spread properties to meet the requirements 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, BRED qRC \5� c�QRT c,y�y�J` Glen Cherve y i IA, Ll AP Principal 02381() �0 FpF N�� �-( �9(-Pj b� r jv ra s. 4 y „ ..ate"-- ,...,. •4:'.� a._ � ,..`-Y.y,.'.. �•'� IC 1. �R 't _ r _ •y � rrr,+.wl�, .: ., .. ` ter. _e�.,� �• .. rlr . ,.)� � ',. lyt ...4„ f�.\..Aye, �J7 t�h ,�`�'_ �F •�., � �. ', tR"�L _ •�� ,... �"t � ;�. �r 'R�n _•Y `�, `ti,. '..++' -�� ��-' n.� �„ {� � 4 Y '• w Ai*` 4 . e y, ' °�• � 4 t YC. • 'dam � • � :e\_ '''e•• �.�- ;���:�: r , • lu,y ri �Ts� 6 9"4 T ` ;.• Fkr?. Mfy .st` 1 "-F�' . Frre � �.. ��'`'�/•. � r �•' l.i i�.� #. �et 4 d a.°.. ..°a t\ e�)r� �f _ .`,'�vl Y\ �.. 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F. - �` o. ��. :fir '�•� +tl i g s Y c `yam, .-.J•/ _ �. .... .� •,y; �" L _a a - _ r , r' I iL W t r WZr, M.,� ,1s 'q• ♦. i� .�v :�..' ti„�.. y�yl'sF -� . f�1:�".��'e� J' * # F:Jf►��, ��"''M w.:'Y`� � = �.it� t"alt .�1�t'� ���r �+i � .rte j���'�� `�. �a -a l x. .. �� ,� ,• � '� +Nt �' �'. ,...r _ria'Y ��i S•�^F'•� '+n+. ---- ____ ., ":,. a �, j .. .w __ �� 'P � � ... � .�� . -_.., . . s is �", .... � ,: ,. �.dy'+ NVVI.I • nE ING Project Summary Date: Dec,2nd 2019 y F"'cEs`u` Enure House By. Michael Caruso RYdmi bLwFSrD'• Energy Testing Services, LLC. 1648LocstAveUrntA,Bohemia,NY11716Phone 631-244-2627 Email mcaruso@energyteshngserwcescomWeb wwwenergyteshngservwcescom PrOmect Information For: Harvest Pointe 17 Sweetmeadow Ct,Cutchogue,NY 11935 Notes. Model D,Unit 69 Design Information Weather: Islip,Long Isl MacArthurAP,NY US Winter Design Conditions Summer Design Conditions Outside db 15 OF Outside db 86 OF Inside db 68 OF Inside db 75 OF Design TD 53 OF Design TD 11 OF Daily range M Relative humidity 50 % Moisture difference 31 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 26747 Btuh Structure 14756 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 26747 Btuh Use manufacturer's data n Rate/swin multipplier 091 Infiltration Equlpmensensible load 13428 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 1201 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft) 3622 3622 Equipment latent load 1201 Btuh Volume(ft) 22830 22830 Airchanges/hour 028 015 Equipment Total Load(Sen+Lat) 14629 Btuh Equly.AVF(cfm) 107 57 Req total capacity at 0.70 SHR 16 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Generic Trade Trade Model AFUE 96 Cond SEER 16.0 AHRI ref Coll AHRI ref Efficiency 96AFUE Efficiency 12.8 EER, 16 SEER Heating Input 28125 Btuh Sensible cooling 13428 Btuh Heating output 27000 Btuh Latentcooling 5755 Btuh Temperature rise 39 OF Total cooling 19183 Btuh Actual airflow 639 cfm Actual airflow 639 cfm Alrflowfactor 0.024 cfm/Btuh Alrflowfactor 0.043 cfrn/Btuh Static pressure 050 In H2O Static pressure 050 In H2O Space thermostat Load sensible heat ratio 0.92 Calculations approved byACCAto meet all requirements of Manual J 8th Ed wrightsoft- 2019-Deo-02 08 55 57 r _ •M�• ems- gym- Wght-Sute@Urnversal201919012RSU28202 Pagel .�.c.PModel D Urnt 6917 sweetmeadow Ct Cutchogue rup Calc=MJ8 Front Door faces E *FIG, Duct System Summary Job: Date: Dec,2nd 2019 Entire House By- Michael Caruso Energy Testing Services, LLC. 1648LocstAveUntA,Bohemia,W11716Phone 631-244-2627 Email mcarso@energytesbngsenncescomWeb wwwenergytestingserwcescom Project • • For: Harvest Pointe 17 Sweetmeadow Ct,Cutchogue,NY 11935 Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 031 in H2O 0.31 in H2O Available static pressure 019 in H2O 0.19 in H2O Supply/return available pressure 0.148/0042 in H2O 0148/0.042 in H2O Lowestfnction rate 0.045 in/100ft 0 045 in/100ft Actual airflow 639 dim 639 dim Total effective length(TEL) 420 ft SupplyDetail 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 Basemen-A h 8363 200 64 0.067 8.2 12X6 ShMt 11.0 2100 st3 Bath 1 h 501 12 7 0.056 3.0 12x 4 ShMt 270 2400 st3B Bed 2 h 3228 77 70 0.057 5.9 12x4 ShMt 40.0 220.0 st3A Dining Area C 1852 48 80 0.063 59 12x4 ShMt 37.0 200.0 st2 Great Room C 1870 45 81 0 061 6.0 12X4 ShMt 24.0 220.0 st2 Great Room-A c 1870 45 81 0 062 5.9 12X4 ShMt 20.0 220.0 st3 Hall C 105 3 5 0.068 2.0 12X4 ShMt 19.0 2000 st3 Kitchen C 1250 25 54 0.061 51 12X4 ShMt 225 220.0 st2A Laundry/Pantry C 902 28 39 0 063 45 12X4 ShMt 24.5 210.0 st2 Master Bath h 1019 24 14 0 045 4.0 12X4 ShMt 27.5 300.0 st3C Master Bedroom C 1612 61 70 0.053 5.8 12x4 ShMt 480 2300 st3A Master Bedroom-A C 1612 61 70 0.052 58 12x4 ShMt 475 2400 st3B WIC h 423 10 5 0 053 28 12x4 ShMt 31.5 250.0 st36 SupplyDetail Table Trunk Htg Clg Design Veloc Dlam H x W Duct Name Type (cfm) (Cfm) FR (fpm) (in) (in) Material Trunk st2 PeakAVF 146 254 0.061 509 91 12 x 6 ShtMetl st1 st2A PeakAVF 25 54 0.061 162 51 12 x 4 ShtMetl st2 st3C PeakAVF 24 14 0.045 73 4.0 12 x 4 ShtMetl st3B st3B PeakAVF 107 95 0 045 322 70 12 x 4 ShtMetl st3A st3A PeakAVF 246 235 0.045 368 96 12 x 8 ShtMetl st3 st3 PeakAVF 493 385 0 045 538 12.4 12 x 11 ShtMetl st1 st1 PeakAVF 639 639 0 045 548 137 12 x 14 ShtMetl Boldldalic values have been manually overridden -Fid- wrightsoft, 2019-Dec-02 08 55 57 Ak. Rght-Sante@ Universal 201919012RSU28202 Page 1 AM Model D Urut 6917 Sweetmeadow Ct Cutchogue np Calc=MJ8 Front Door faces E Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cf n) (cf-n) (ft) FR (fpm) (in) (in) Opening(in) Mat Trunk rb1 12x 25 639 639 92.0 0.045 548 13.7 12x 14 ShMt WCIghtsoft® 2019-Dec-02 08 55 57 �, •�,.N a -.�mM, Rgtd-Sute®Uruversal 2019 19 0 12 RSU28202 Page 2 ACCO Model D Urut 6917 Sweetmeadow Ct Cutchogue rLp Calc=MJ8 Front Door faces E PWILAVE sGV Manual S Compliance Report Job: xvicEs,u.c Date: Dec,2nd 2019 Entire House By: Michael Caruso LC.16Energy Testing Services, LLC- 1648 Lourst Ave Unt A,Boh-mia,NY 11716 Phone 48LoastAveUntA,BOhemia,NY11716Phone 631-244-2627 Email mcarso@energyteshngsemcescomWeb-wmenergytestingserwcescom Project1 • For Harvest Pointe 17 Sweetmeadow Ct,Cutchogue,NY 11935 Cooling Equipment Design Conditions Outdoor design DB 86.0°F Sensible gain: 14756 Btuh Entering coil DB: 75.0°F Outdoor design WB 72.0°F Latent gain: 1201 Btuh Entering coil WB: 62 5°F Indoor design DB: 75.0°F Total gain 15957 Btuh Indoor RH: 50% Estimated airflow 639 ch Manufacturer's Performance Data at Actual Design Conditions Equipment type: SplitAC Manufacturer: Generic Model SEER 16 0 Actual airflow. 639 cfr7n Sensible capacity: 13428 Btuh 91%of load Latent capacity: 5755 Btuh 479%of load Total capacity 19183 Btuh 120%of load SHR: 70% Heatina Equipment Design Conditions Outdoor design DB: 15.0°F Heat loss. 26747 Btuh Entering coil DB: 68.0°F Indoor design DB 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equlpmenttype* Gasfumace Manufacturer. Generic Model- AFUE 96 Actual airflow 639 cfm Output capacity 27000 Btuh 101%of load Temp rise: 50 OF Meets all requirements ofACCA Manual S wrighitsoft, 2019-Dec-02 08 55 57 aMnd•rmmn.n.w.��,rom Rght-Sute®Unversal 2019 19 0 12 RSU28202 Page Arm Model DUrnt6917Sweetmeadow=Uchoguenp Calc=MJ8 FrontDoorfaces E J Residential Plans Examiner Review • Form ~' RPER1 ACCP.. for • (Loads, • • 15 Mar 09 nrca,dtas,g CaMxtiasdPmerca Header Information Contractor. Energy Testing Services,LLC REQUIRED ATTACHMENTS ATTACHED Michael Caruso Manual J1 Form(and supporting worksheets) Yes ❑ No ❑ Mechanical license or MJ1AE Form*(and supporting worksheets) Yes ❑ No ❑ OEM performance data(heating,cooling,blower) Yes ❑ No ❑ Building plan# Manual D Faction Rate Worksheet Yes ❑ No ❑ Duct distribution sketch Yes ❑ No ❑ Home address(Street or Lot#,Block,Subdivision)' 17 Sweetmeadow Ct,Entire House HVAC LOADCALCULATION40 Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature 15 °F Orientation Front Door faces East Indoor temperature 68 °F Horh East,west,sada,Northeast,Nattwest,sadeast,southwest Total heat loss, 26747 Btuh Number of bedrooms 2 Conditioned floor area- 3622 ftZ Summer Design Conditions Number of occupants. 0 Outdoor temperature. 86 *F Indoor temperature 75 *F Windows Roof Grains difference 31 grflb @50%RH Eave overhang depth. 1.0 ft Sensible heat gain 16215 Btuh Intemal shade blinds Latent heat gain* 1319 Btuh &""�r��s'e� Depth window Total heat gain- 17535 Btuh Number of skylights 0 EQUIPMENTHVAC • 41 Heating,Equipment Data Cooling Equipment Data Blower Data Et u pment type* Gas furnace EVigment ty SpIrtAC Heating cfm: 639 ce,Heat pmp,Barer,eta r twrer, tpump,etc. Cooling cfm 639 Model Generic Model. Generic Static pressure 0 50 in H2O AFUE 96 SEER 16 0+ Fang rated exte%I static pressure for design avflwv Heating output capacity 27000 Btuh Total cooling capacity. 0 Btuh Heat props-capacity atwi rdesign outdoor tins Sensible cooling capacity 0 Btuh Aux heating output capacity 0 Btuh Latent cooling capacity 0 Btuh HVAC DUCT DISTIRIBUTION SYSTEM DESIGN (IRC M1601.1) Design airflow. 639 cfm Longest supply duct 328 ft Duct Materials Used Equipment design ESP 0.50 in H2O Longest return duct. 92 ft Trunk duct Sheet metal Total device pressure losses -0.3 in H2O Total effective length(TEL): 420 ft Available static pressure(ASP): 019 in H2O Friction rate: 0 g45 in/100ft Branch duct- Sheet metal Friction Rate=ASP-(TELA ) i 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 or Authority having jurisdiction use. *Home qualifies for MJ1AE Form based on Abridged Edition Checklist =ii Rght-S rite®Universal 2019 19 0 12 RSU28202 f N 4x12 4 12 4x12 4x12 4 Basement 4x12 x12 4x1 x12 6 2 x12 8x1 4x1 x12 14x 2 6x12 200 cf 4 12 4x12 14x2 _ _ _ E 4x12 4x12 Job#: Energy Testing Services, LLC. Scale.1 .106 Performed by Michael Caruso for: Page 1 Harvest Pointe 1648 LocustAve UnitA RghtSuite®Universal 2019 17 Sweetmeadow Ct Bohemia,NY 11716 19 0 12 RSU28202 Cutchogue,NY 11935 Phone 631-2442627 2019-Dec 02 0857 09 wwwenergytestmgservices com mcaruso@energytesti 17 Sweetmeadow Ct Cutchogue.rup N IST FLR ®`70 chn 70 clin Master Bedroom 80 do 81 cfrn Dining Area WIC 10 cim f5cirn Hall IGtchen Master Bath 24 cfm 54 clim Great Room Bath 1 12 cfrn 639 eft Broan Exhaust �3sctm Fan Model L150 Laundry/Pantry 60Energy Starr Continuous ontinuous Use Timer 181 cTrrr Bed 2 Garage R.77 cim Job#: Energy Testing Services, LLC. Scale:1 :106 Performed by Michael Caruso for: Page 2 Harvest Pointe 1648 LocustAve UnitA Rght-Suite®Universal 2019 17 Sweetmeadow Ct Bohemia,W 11716 19 0 12 RSU28202 Cutchogue,W 11935 Phone 631-244-2627 2019-Decr02 08 57 10 wwwenergytestingservices com mcaruso@energytesti 17 Sweetmeadow Ct Cutchogue nip OFFICE LOCA'T'ION: a MAILING ADDRESS: Town Hall Annex e: ®� ���(,f P.O.Box 1179 54375 State Route 2b ,e i� ' d jSouthold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold,NY tx3 ; Telephone:631765-1938 k www.southoldtownny.gov 'V PLANNING BOAIRD OFFICE TOWN OF SOUTHOLD January 31, 2020 Mr. Henry Alia Rimor Development LLC P.O. Box 908 Cutchogue, NY 11935 Ree Site Plan Inspection for Certificates of Occupancy Units 63-70 The Heritage @ Cutchogue aka Harvest Pointe 75 Schoolhouse Rd., corner of Schoolhouse Rd. & Griffing St., Cutchogue Dear Mr. Alia: The Planning Board has found that the requirements for Units #63-70 of the above- referenced Residential Site Plan have been completed based on the site inspection made on January 23, 2020. 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 eight (8) units. Please note that there are many ongoing conditions of the site plan approval, with the most relevant to the occupancy of the residential units being no parking of vehicles, equipment, or dumpsters and no staging of materials on the internal streets being used by residents. These conditions will continue to be enforced. This letter does not condone any changes from the approved site plan and approvals from other agencies. Please call the Planning Department with any questions. M-- I a'� rr r �4.) Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector James Richter, Stormwater Manager SCOTT A. RUSSELL = MICHAEL H[AlE+IL leo COLLINS, P.E. SUPERVISOR VISOR <,' TOWN ENGINEER TOWN HALL - 53095 MAIN ROAD ', '',' TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765-1560 Far. (631)-765—9015 OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Brian Cummings February 5, 2020 Southold Town Planning Department 54375 Main Road Southold, New York 11971 Re: Harvest Pointe—Units 23-26 &63-70 Chapter 236 Inspection Dear Mr. Cummings: I have inspected Harvest Pointe and determined that the developer has achieved final stabilization and complied with all aspects of Chapter 236 for Units 23-26. Final stabilization has not been completed for Units 63-70, particularly in the back of the buildings. Due to the current weather it is unlikely that final stabilization will be achieved before spring when the developer plans to complete the plantings and seed the lawn areas. Due to the location of these units, any stormwater runoff from exposed areas will not migrate off site. Therefore, the Engineering Department has no objection to Certificates of Occupancy being issued for these eight (8) units at this time. If you have any quosticno concoming this review please do not hesitate to contact My office at (631) 765-1560. Sincerely, ail;%^'•.;�� a Michael M. Collins, P.E. Town Engineer cc: Michael Verity, Chief Building Inspector FIELD INSPECTION REPORT D T/ COMMENTS 1 0 FOUNDATION (1ST) ------------------------------------- FOUNDATION(2ND) :#1t ROUGH FRAMING& PLUMBING on A 0� • ax. ArMiL, 461 orvINSULATION PER N.Y. J S S y STATE ENERGY CODE OilJ FINAL 1 ADDITIONAL COMMENTS 7�l ¢ . Oo i5 D0. sa -1 -e r . SP . Z vG - _l n o �Y Mee d - -a�a � y i p N z t TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have of need the following,before applying? TOWN BALL Board ofHealth SOUTHOLD,,.NYJ1971. -4 sets-of Building Plans TEL: (631)7_654802 _ : Planning Board approval FAX: (631)765-9502 Suryey Southoldtownn .gov PEI1;1 M NO. . _ �_ Check- Septic Form N.Y.S.D.E.C. Trustees CA:Application Flood Permit Examined ,20 Single&Separate 11P5, 2- Truss Identification Form _ Storm-W titer Assessment Form-- JUN 1 9 2019T, contact: (� �P b-i�flpp L� ; w Approved- 20 r _ 'Mail to: -- Disapproved a/cF"'e 7 i i 1f .fid A'3 - °�O°c fit' O7G1 ,j� phone: - &'2 Expiration 20- 9( _ Building Inspector . .. APPLICk�TIIO-N FO-R=BUILDING-PFRMIT Date Iq 24i9_ INSTRUCTIONS a.This application.MOST be cothpletely_filled in by-typewriter or in:ink and submitted-to the,Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildin_gson premises;relationship-to-adjoining premises or public streets or areas;and waterways.' c.The work covered by this,application,may notbe•commencedbefore-issuanpe-ofBuilding Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit -shat 1 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 nionths.after the date-of issuance or-has not been completed-within 18 months from such date.If no zoning amendments or-other regulations aft'ecting the ,property.have,been enacted in the-interim,-the-Building-Inspector may-authorize;in-writing}the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY TIADE.to°the Building I)epartrhdntfor'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_taadmit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or,name!,,if a corporation) r� (Mailing address of applicant) N State whether applicant is owner, lessee,-agent,architect,engineer, general contractor,electrician,plumber or builder Name of owner of premises AM b L hWJjDnnW �-L- (As on the tax roll or latest deed) ..1f°c•s> If applicant ' a corporation,signature of duly authori 'zed officer ; (Name and title of c rporate officer) Builders License No. Plumbers License No. Electricians,License:No.-- h Other Tr-ade's-L-icenge-No: -77 1. Location of land on which proposed work will be done: 6� C' House Number Street - . . ainlet- County Tdx•wp No: toSection_ I:ot '•1 �°, Subdivisia. � �' , F_ filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other-Work 4. Estimated Cost (Description) �lee, y� ;(To be,paid on fling this his application) �. If dwelling, number of dwelling units I w i s Number of dwellinguiits on each floor If garage, number of cars . ' C } 6. If business,commercial or mixed occupancy, specify nature and extent of each type of use. 7., Dimensions of existing structures, if any:Front°L�p 11 Ream ° fi Depth('097 1 Height 1 0) 5 1 Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stories 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 I 3. Will lot be re-graded? YESy<NO Will excess fill be removed from premises? YES ANO 14. Names of Owner of premises JNQ j3gAddress Phone No. Name of Architect CXVLCAA Address I Phone No - "J Name of Contractor ,'. 0LLL ?- Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? 'AYES NO� IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE-REQUIRED. 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 on property is at 10 feet or below,trust provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this pro erty? * YESv-'NO IF YES, PROVIDE A COPY. b� k_) �'bcu& STATE OF NEW YORK) SS: COUNTY OF l' being duly swom,deposes and says that(s)he is the applicant (Name of individual sig ing contract)above named, (S)He is the (Con etor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledkand will be performed in the manner set forth in the application filed therewith. SN%orn to before me this day of � 20 IS P"', SHERRY PIRONE Notar; u lic ;W-A r"nt� ?;.1C.STA-i'LOF NEWYO Registration Na. 01P16388308 Qualified in Suffolk County oin:7:ission Expires March 04, 2023 � _ •„yam Lr� %c rY 1'WK : �UILDING DEPARTMENT- Electrical Inspector :'%a TOWN OF SOUTHOLD 10 Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 -r Telephone (631) 765-1802 - FAX (631) 765-9502 roger.richertcDtown.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: - "l. .mDate: b - Company Name: vduin Name: License No.: 3 H email: o4eC JV Y 100 Address: 10 ox 474 f<&dv A 11 Phone No.: -50N i JOB SITE INFORMATION: (All Information Required) piF Name: W� Address: (a9 Cross Street: c \ L Phone No.: Bldg.Permit#: email: Tax Map District: 1000 Section: Dc�- ® ' Block: /, 00 Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: Y 7 NO Rough In Final Do you need a Temp Certificate?: /YEV NO Issued On Temp Information: (All information rre wired) S 1 Ph 3 Ph Size: [ A #Meters Old Meter# New Servic Fire Reconnect- Flood Reconnect- Service Reconnected - Underground -Overhead # Underground Lateral 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection FormAs F `BUILDING DEPARTMENT- Electrical Inspector ' TOWN OF SOUTHOLD, Town Hall Annex- 54,375 Main Road - PO Box 1179 C 40 Southold, New York 11971-0959 �phone (631) 705-1802 - FAX (631) 765-9502 -roger.riche rt(cDtown.south old.ny.us APPLICATION FOR ELECTRICAL INSPECTION EQUESTED-BY: - 16. eDate, - Company Name: a(n"e— Name: License No.: email: iRtw -. Address: Vllql A _ x - x 1174 91d& 'hone No I.: "46) 49 o0o — SW I N., 00, JOB SITE INFORMATION: (All Information nf rMation Required) &I . tk 09 Name: 1Q e_ Address:, Cross Street Phone Na.: ----7 j- Bfdg.Pennit#: Lf 116 email: Tax Map District: 1000 Section: 04 Block: 1. 60 r'7 BRIEF DESCRIPTION-OF WORK(Please Print Clearly) Circle All That Apply: Is job ready for inspection?: f YWI NO Rough In Final Do you need a Temp Certificate?: CES NO Issued On Temp Information, (All information reguired). FS 1, * ,_G) 3 Ph Size: /.'�V A #Meters Old Meter# New Servi '-,Fire Reconnect- Flood Reconnect.- Service Reconnected --Underground -Overhead #,UnFder9round Lateral1 )2 H Frame Pole W6rk done on Service? Y N Additional Information' PAYMENT DUE-WIT", PPLICATION Request for Inspectibin FormAs PERMIT# Address: Switches Outlets GFI's 4 \ My Surface Sconces H H's UC Lts Fans Fridge HW Exhaust f Oven (,� � Dryer ?t� ' l Smokes DW Service Carbon Micro f �� Generator Combo Cooktop Transfer AC, AH Mini Special: Comments I AV, s� �� � FO(�-COG - Town Hall Annex Q• 54375 Main Road ;,� " Telephone(631)765-1£302 ~ �' f ' -% �; Fax(631)-765-9502 P. Box 1179 c'> Southold, NY 11971-0959 BUILDING DEPARTMEW NOTICE"OF.UTILIZATION OF TRUSS.'`lYPE CONSTRUCTION PRE-ENGIREERED OOb CONSTRUCTION A[DIOR-TIWER CONSTRUCTION Date: Owner: iii® V" Location'of Property: rl ���' 3 / � Please'tal otice that the (eft ck applicableithe ;•" " :» > New commerci6I dt'residentl�kl:structure ;:,k•,Addition to r:� eXi�ftnjciirnmerciaL�aa'rresidential struot�a)�1j4�`' ' '• ';•4f '1 •/• tib. •- .. .!J`}�•`'�,'- A.•, �� -Rhabilitati �kb- p-;.existing 166. tercial or residentl��l��tructure to be consttT!b 4WOT,perfoft.0d':gtAhe subj6:ct p pperty referencef bovw,inrill utit xe (checka' Truss;--construction (TT) Kect_,Vygo consfruction^ ,. K DPW)-- ---- - Pre-end1d66 — -------- -- r - Timber consitU:tie .'.:' T in the fallowing locations) (check dpplicahlelind):` Floor framing, including gi ers and beams (F) Roof framing (R) Floor and roof framg Signature: AWName (person submitting this form}: Q - Capacity (check applicable line): Owner Owner representative TrussRegl5.docx Effective 1/112015 1 I a ' AOi P TIP; 't.n.. ^. r •r%''����'�3 f ,sz�.�� ,y��'§s2,.sy+cvyY 5 s'�;r�01' ti, � • Gc�.= 7� �.�,l: �i r '�+ �L�' w�all t"�1�'i1+«t AZT ��f t�is�'1+„��.�i• �,il yr+ �tf,Pi%+l `'i�+^� �ai�,�;i i zit if S �jeY}}tysj(�dj .rf rrl7tt•ldr(s7� "� ',+i.re 'ra+a�(r� Ijj�h'I��� .1�sr flt7f��''�• �r��ra`-w�- L..•'Yr.'+'+kFtl a' F�`tifY°��`�i � �`� frv?s'�,..4.1t�'.""°:i`A,4'F'�' �K�! '• ?. �'ii��i F'o��y aY+,f*��� wyt r rr��,. �' +p �� qzk`•13c+'fry RWa*� +at. 7 •+ $x ^,<i^ Fy'`�ct r•s " t .�a� �'+ - .�i1 , i �f•n r qty "'S1 r �t "• 'v "�'J, » a +kf,•'�`t ro•. a � } �I.}J L ,�>�. YsSw tS r`.ti+.��n) �' a ���'aa�,'Y.#r�w�7;i.°i�Y'"-n`SV+1"' �5T� r J lit3 ���i;�f,.'u'r,.i'�.,aeC�t.�,. Mi,`iS g+�f r�t'S �,i �° 4 ;�'a�,�s•tt ��� ��i� �� '�l� r' � 1 `�X�t 's zf,'ss ,�• ti^ .�+ ��x � 3r.t r,Y ! C r f}.a. . rc i a��f, �a;�S-x �34•'�,H 'kt �k��lr�l- +' �`� '' 7! �`.i Z1•.�I :`� �� � �� �W��u�e�Mdji�'�+ id,+�')+1.�.�YYi.+ � •{r 4r�i ". � �.,f� ����:.�.�uG�C�ar fL��t-ry�.��`tt,�'�j{' 1 r � I �skt `' 1� " +"�'tr'�i`�Rt%i. "�•�t. yli�+i�r"Si ,dSy i'-a ��.,� Y L.,_, z ( ; t r0 i € f�Cx Y1�f f1E- i,"._ .p ,• , t�! f S B—D V RAMP) ?'_; N. "(TYP. PROPOSED HYDRANT, i .f ROAD TO BE WIDENED TO 26 FT. , AT HYDRANT (TYP)o e 41 p7 f i,�� �•'� '�` `- %,_�� �34 Wit; CONCRETE WALK PROPOS COVERED 14' x 20° qm PATIO (T`y? PROPOSED NATDTn lop (PERVIOUS PA\ a `kE B' �p 4r g1 PROPOSED x 15' x20' s; BREEZEWAY r (TYP.) y • •bt oI R7g LA R7—X� NG PIPE SHALL"8E-15"- CPP'"WITH`A- SCUF'E UI yr -rt- - - - __- _---•_ __- -- --- - - ,�., - - AS FOLLOW UNLESS OTHERWISE NOTED: ° STANDARDS: SPECIFICATIONS SHALL INCORPORATE THE PROVISIONS f OF THE AWWA STANDARDS AND/OR MANUFACTURER'S RECOMMENDED i :ONNECTIONS TO BE 4" DR-18 WITH MINIMUM SLOPE INSTALLATION PROCEDURES. O BE MINIMUM 6" DR-18 PVC OR CAST IRON WITH A BEDDING: A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED IN THE TRENCH FOR ALL BURIED PIPE. BACKFILL MATERIAL SHALL BE 1%. TAMPED IN LAYERS AROUND THE PIPE AND TO A SUFFICIENT HEIGHT LL BE C900 BLUE BRUTE DR-18 PRESSURE PIPING ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. STONES FOUND IN THE TRENCH SHALL BE REMOVED FOR A DEPTH AL. WATER MAIN TO BE 10° WITH 6" HYDRANT OF AT LEAST SIX INCHES BELOW THE BOTTOM OF THE PIPE. ER SERVICE CONNECTIONS TO BE 1". ® COVER: ALL WATER MAINS SHALL BE COVERED TO A MINIMUM DEPTH OF 54 INCHES WITH EARTH OR OTHER INSULATION TO PREVENT MINIMUM OF 10 FEET OF SEPARATION BETWEEN FREEZING. ' SEWER/DRAINAGE LINES. ® BLOCKING: ALL TEES, BENDS, PLUGS AND HYDRANTS SHALL BE k MINIMUM SEPARATION OF 20 FEET FROM SANITARY PROVIDED WITH REACTION BLOCKING, TIE RODS OR JOINTS DESIGNED 0 ALL DRA'S AND DRYWELLS. TO PREVENT MOVEMENT. 1 MINIMUM SEPARATION OF 10 FEET BETWEEN 3. TESTING CJD WATER/DRAINAGE LINES. PLANS AND SPECIFICATIONS SHALL REQUIRE THE FOLLOWING: , SERVICES TO BE INSTALLED BY PSE&G AND 4D MAY VARY DUE TO FIELD CONDITIONS. ELECTRIC 4 PRESSURE AND LEAKAGE TESTING: ALL TYPES OF INSTALLED PIPE HE HYDRO—ACTION UNITS SHALL MAINTAIN 5 FEET SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE ZATION FROM ALL SANITARY APPURTENANCES. WITH THE LATEST EDITION OF AWWA STANDARD C600. • DISINFECTION: WATER MAINS ARE TO BE DISINFECTED IN rER/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 O BACTERIOLOGICAL TESTING: BACTERIOLOGICAL ANALYSES OF WATER AET DURING CONSTRUCTION. SAMPLES COLLECTED AFTER DISINFECTION ARE REQUIRED AT LOCATIONS SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF vES TO MAINTAIN ALL REQUIRED VERTICAL HEALTH SERVICES. GENERALLY, A BACTERIOLOGICAL SAMPLE IS REQUIRED FOR EVERY 1000 LINEAR FEET OF WATER MAIN OR PORTION THEREOF. 3E INSTALLED UNDERGROUND. l Habitable Garage Area Total (SF) a 5t PO P me Unit Numbers Area (SF) (SF) alg- 77-124 1,999 486 Cutchoguea ® u 1,3,8,10,12,14, - 21,23,26,27,29, 1Cutchogue, New York ! j 1,33,36,39,41,45 ,599 363 1,962 Town of Southold X6,47,49,50,52,541 :6, 58, 59,68, 72, 76 No. Revision Date Appvd. j 13 TOWN/SCDHS REVISIONS 7/28/17 AVL 2,5,6,9,11,13, f 19,20,22,24, 12 TOWN REVISIONS 6/14/17 AVL 5,28,30,32,35,38, 1,599 363 1,962 11 SCDH REVISIONS 4/22/17 AVL ;40,42,44,48,51,53, 10 REVISED PHASING PLAN PER TOWN- 4/6/17 AVL _- _ ' 73,74,75TflUVN REVISIONS-- - — 3/27/17 - --AVL - --- 8 SCDH REVISIONS 3/9/17 AVL j 4,7,34,37,43,55, 59 1979 : ,sY M �yv°„'.K k+.�t W i'4 �n=�GlteCked b"`X:.�S. ! 'I 380 ;a5i�neeb - :+ ��,,::`,', :, ",' ;`,••, ,.:<„'.':•,e;;,.,,,«.,,,_ r Ys•%.;�.,-r,.., +.� +, 9 , < t ni;' 'r y:h'�1 ft:'.2?�2,yp. r "t�,.4:•.L..:�j�v-',.e",S 51^. rs;411,i '61,63,65,67,69,71 .<k �> � ., _ _ µ , •' r,.: , 4p r, ,a•= 15,16,17,18 1,999 40$ 2,407 Issued for Date = July 10, 2015 ; N/A 6,188 N/A 6,188 SCTM: 1000402-01-33.3 t SC®HS Ap r®val s .MRIa.v.awpTvsar+T1�'+•MlmowtPYw4mOaaWjr+ ea.q'sa..+•39'f.w.'••M'- y� [ SLIFFOLR-WUNN OEPART'IVIEMT OF WELTH SERVICES PaRMOT FOR APPROVAL OF CON TIOPS FOR A SgNGVE FAMILY RES110EMCE GNLV tz/d-17- OU;-5 �z BATE �.» ms nEiF-NO. o r^ ! APPROVED � � ,�.f,��' ,�� Drawing Number _ FOR 6 imam OF 9EVdWMS C PIRES'1fHREE YEARS FROM DATE OF APPROVAL ^��0 O N� Cw4,el 3�° � i 1zgl 0 1, 0 � I i Sheet of 2(P � 9 28 �ssti Project Number 29305.00 SC®HS Reference # C10-06-”" r JI NOTES: V THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, Tw- PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED �a PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF 7J AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE �f 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 a' O 00O Y2 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 -7 NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS V� 4 OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE C $°5` fff/// O CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, p c9 cow\Z 1(. o 7N I SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS -r \\ Y" co � OTHER THAN VISIBLE PERMANENT STRUCTURES `3 Cn _ 0 i I- COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS ALL RIGHTS do RESERVED NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, Qi (n RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED �2 IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN PERMISSION OF THE SURVEYOR O 91Z Ci v' 'L THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL Z 3• - °5` y I MUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FOR ANYOTHER �0�0 w\Z$ ! PURPOSE a0 C4 I- 36 cp 30 2 \1✓ co 5'' 0 Q I Lu o n Oo 5p 5 X55 >� U QD I �� -- --�`•,"- ,;-_ �I i"'\*,`r.",'� i"", CDll l 15�55 R. N 51026'35" E ^ I cM +� r �Su'SO , 71.05' �� \': , 88 N I I, SEP 2 0 201 S 24°33'07"W 3 ( �;vn 107.80 R=410.00' I ��� fi,ts�'� ;� _ _ _ L=409.21 ,� -, - S 65°26'53" E ''�!' Cl l =? 167.99'(ACT49.54' UAL) 5OrS52055'20"WR=275.00' L=77.85' 011 s E, ° S37 04 40 E S 49009'21" E95.00' 238.82' I— Z I `,E5 1 S 40052'38" E > w I TOWN OF S52055'20"W _ z I SOUTHOLD 19.37' d I 4__ - - - O ~ z LL UJ W 08-08-2019 FOUNDATION LOCATION FOUNDATION AS-CONSTRUCTED SURVEY FOR SCHOOL HOUSE LANE UNITS 69-70 UNIT DESIGNATION MAP OF O HARVEST POINTE CONDOMINIUM 1 FILE NO.:471 FILED January 09, 2018 SITUATED AT CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S C.T M DISTRICT 1000,SECTION 102 01,BLOCK 0100,LOTS 69&70 44 NELSON & POPE ENGINEERS & SURVEYORS 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 PHONE(631)427-5665 FAX(631)427-56207 AX(631)427-5620 WWW.NELSONPOPE.COM DRAWN BY: NP CADD No..INDIVIDUALSURVEY_S00026 SCALE: CHECKED BY: PE FILE NO.: SHEET NO.: 1 OF 1 DATE: 08-14-19 PROJECT NO.: 00026 V,=30' I I J(� NOTES: V THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURESTO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OFFENCES,RETAINING WALLS,POOLS, T, PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE W. PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,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 AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE p\ i 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 m r�q COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED 7-G)7. G) SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY G ZEN o ,`2 3y NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED 5 '(E 0 3$ ,S PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, Gv $[�` g0 NG. � I O SOIL CONDITIONS,VEGETATION,TREES,PATHS.DEBRIS OR ANY OTHER CONDITIONS GO O J OO P3 R \�O0 N N� /O II OTHER THAN VISIBLE PERMANENT STRUCTURES ` , COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS ALLRIGHTS M 01Q j ,� RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, G \ rn G W ° RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED _ 6` \ \ > O �G I IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN fi > �� •� 0- 1 I PERMISSION OF THE SURVEYOR 6 ,A 16 13 �t0 (P \\ i i \�QRv�R !� O -pi 6 pEFR 2 a CLO fA O OR Q CP 00 �- tc\ \ �\ 61 I v G �° Cp tpO rN �GR��\\. p 5 5 y3 7- 'v-3 j I O O NOY?. o Bio. y i 19)0o y0 s i U I O o`'o a°oN� N6'X55 ,1 s°A�� a°g '12,�p ,4� N 51°26'35" E � I c~Mn o POR6o NZ 36' ��S,?Soo 71.0 I N �E 0P y S 24033'07"W 01 C)ip'Y DAA/ 107.80' R=410.00 S 65026'53" E L=409.21' �Qv t , ; 49.54' _ 167.99' ACTUAL I m �� sY f DP '`fin / — — x y R=275.00' �,5�� S52055'20"W L=77.85' S37004'40"E ��� X0213 S 49°09'21" E LU I f 95.00' TOWN OF I AA/ 238.82 g I SOUTHOLD co S 40052'38" E w 27.03' H I i S52055'20"W = 0 Z 19.24' 0.. I 0800-2o,s FOUNDATION LOCATION FINAL SURVEY FOR 01-21-2020 SANITARY AS-BUILT I- 01-21-2020 FINAL SURVEY UNITS 69-70 UNIT DESGNATION MAP OF U- w HARVEST POINTE CONDOMINIUM 1 LL of FILE NO.:471 FILED January 09, 2018 SCHOOL HOUSE LANE SITUATED AT CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY, NEW YORK S.C.T M.DISTRICT 1000,SECTION 102.01,BLOCK 0100,LOTS 37&38 NELSON & POPE 4 L �p ENGINEERS & SURVEYORS 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174��-_'Eo� PHONE(631)427-5665 FAX(631)427-5620 WWW.NELSONPOPE.COM DRAWN BY: NP CADD No.:INDIVIDUALS00026 I SCALE: CHECKED BY: PE FILE NO.: SHEET NO.: 1 OF 1 � 1"=30' DATE: 01-24-20 PROJECT NO.: 00026 JI_ NOTES: DI -W i V THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE eOk ® G F PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE G@ NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, S D/ ® I PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION GAS I MANI. M IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, EH PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY 16.0' 6 1' 23. ' O 07 PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED 5.5' 'I cV 6.1' ce) d J> Cr c7 ; PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF m I AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE 5.5' X67 O I I ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND b RIO ENCL. ui cV 3�b0s 1n 3 THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH PORCH - G7 ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION PORCH ___ \ COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED 2 0' coo U 2.0' `W w--s?iuw—� O 14.0' c co u I liJ I ; SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID TRUE COPY =FWO m - ?0 I qti I I H NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS LqL ca OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED LLI?U�U7 1()' It A� I Q � I j 3 I � � �-'-'q�� t/�—�t�y_i-^�•-4 -� - y� �y pyp�p�l gip�a �3¢ge�'+1s �a UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED 1 O=~Z fl} m W I _ a O W i SUIFF4,dl_ii 0 OUN I DE PQP r ANENT OF HEALTH SERVICES ELECTRIC AND GAS UTILITY LOCAS TO ACCURACY.EXISTENCE,ATION PROVIDED FROM PSEGCT LOCATION.TYPE OR SDISTRIBUTIONI bESIGN 26' OF ——ai �J LLI 2.0' I O O �,�, )C PLAN DATED 7/21/19 LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED 4-SDR-35 m 15' N Q LLLL pp� r�P�� ,A. tu�a * I I i G'A1��V'Eal�I ,(, °mak'CONSTRUCTED(�®vp®5�upS ®yq TYPICALLY IN THE SAME TRENCH ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS 7 of >0 in D cc+) V-V' I '� 0 ? I THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP ZN ?cn LL- I m O 1 a U A',SINGLE FAMILY RESIDENCE CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR C } I Q I 3 FURTHER DESIGN 0 3.0' Co o __ I W bilaiAY -� a�.�.���. ®�I o -� �� —0)a 3 PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE 4- Zo n>o � (n 4.0'� 1" WATER 4 J .t CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, —� O?M r uar� 7i > � '� E dISIfDS�I�p1(I Fitldt�P S���Iy�a-�uAIIQ( 'y alp,QBVI�BS �SS(} ° SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS I SDR 35 SERVICE W 0 Z.-,- OTHER THAN VISIBLE PERMANENT STRUCTURES 1sSt ' 10-a S°' c'i 7 7' W— I o s�lecd a nd10,4 ceffled by tt s I n ®e outer agenda IW kund W ?N 1 O RIO ENCL. 7 6' 6 7' S 3 GAS DI DI 3 Q LUQ 22tIdaCIM FOR,p nA, O p�A4 ypf2 / BEDROOMS. COPYRIGHT®NELSON&POPE,ENGINEERS AND SURVEYORS ALL RIGHTS FOR Y51 CVY5=tiN0 'ld6B0�11�-Jrlt-�3 L�6 W Atl8�7 RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, CONC.N PORCH 6 2' S 6 17.1' Lo E G I Q Q RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED ORTRANSMITTED (7 W�E G V I D. ➢ IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIORWRITTEN 1 15.0' G ; w PERMISSION OF THE SURVEYOR m '(ER co m ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT Craig6'inEeppe.0 RE, a., g SHOWN � r=id @s p���yo�ul6dpU� pyo} , N rn �' Office of Wasteviate ilC a a e 0 e 0(; ALL SANITARY PIPING 4'AND 6'SDR-35,TYPICAL Io SANITARY SYSTEM AS-BUILT TABLE do a STRUCTURE NAME I TIE A TIE B s UNITS#67 68 &69 2�0� n. \\ i6 \ \y ; > ®� I�IE�/ ST-1 47.8' 48.2' Flo r, N� L-�, \ \ \ '�� pVID p ��? ST-2 54.1' 48.9' I o. OpRON d ; �P oQ�o FA,<`p "�' LP 64.0' 61.9' P 15 �2L w z a y <c1 g1' g \ 3 \oiv+ (Gf \ t . Z +� RECEIVED O 70% C4 53 9oL �V\fid\ `•3 _�.; °ss.1 c+3 15 65 �01 7d��N 3 2 NO U5�`z1 JAN 3 12020 D NO 512 5° \40 `�''G `� > L t�0 N 10° NN GS 0• SUFF. CO. HEALTH SERVICES O Q). Z coq RIO pNC' 5 5 1 a QpRGN OFFICE OF WASTEWATER MGnT. 9y N 150 ov 3 \\ k ; [01E-29-2020 6-14-2019 FOUNDATION LOCATION SANITARY AS-CONSTRUCTED SURVEY FOR \ SANITARY AS-BUILT UNITS 67 - 69 UNIT DESGNATION MAP OF DRAINAGE ADDED HARVEST POINTE CONDOMINIUM 1 S m / FILE NO.:471 FILED January 09, 2018 SITUATED AT3 CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S.0 T M DISTRICT 1000,SECTION 102 01,BLOCK 0100,LOTS 35.36&37 HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S NELSON & POPE _ ENGINEERS & SURVEYORS UNIT No. HD RREF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 67 R10-17-0121 1,599 S.F. 380 S.F. 1,979 S.F. __-__NL-_. T PHONE(631)427-5665 FAX(631)427-5620 68 1110-17-0122 1,599 S.F. 363 S.F. 1"962:i.F. WWW.NELSONPOPE.COM DRAWN BY: NP CADD No.:INDIVIDUALS00026 S SCALE: 69 1110-17-0123 1,599 S.F. 380 S.F. 1,979S.F. CHECKED BY: PE FILE NO.: SHEET NO.: 'I OF'I / 00026 \ DATE: 10-23-19 PROJECT NO.: 1"=30' / r a , a l 4 Blower door and ductwork APPROVED AS NOTED testing required, DATE: B.P.# 6 11 If FEE: BIXr I BY: NOTIFY, BUILDING DEPART NT AT 765-1802 8 AM TO 4 PM FOR THE , Must provide ManualsFOLLOWING INSPECT!GNS: ' .1. FOUNDATION - TWC REQUIRED D9 J and S as per FOR POURED CONCRETE NYS Energy Code 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUC'ION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW Eire separation YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. required as per NYS Code COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF DO NOT PROCEEDINITH,, FRAMING UNTIL SURVEY, �v X" ;OF,FOUNDATION,LOCATION, SOUTHOLD TOWN PLANNING BOARD AS.BEEN:AP1 �S ,S.v"": ELECTRICAL INSPECTION REQUIRED All exterior lighting OCCUPANCY OR installed,replaced or repaired shall ConforM TRUSS PLAGARDINQ REQUIRED USE IS UNLAWFUL to Chapter 172 WITHOUT CERTIFICATE of the Town Code OF OCCUPANCY PLUMBEil ;E/3TIFICATION ON LEAD CONTENT BEFO,-; CERTIFICATE OF OCCUPA r, DRAINAGE INSPECTIONS ARE REQUIRED SOLDER USED IN WA TEP Contact TOS Engineering at 765-1560 before SUPPLYSYSTEM CANNO Backfill,OR Provide Engineer's Certification - _ that the drainage has been Installed to Code, "PLUM�IN�z:; EXCEED' 2/10 OF 9% LEA0. ,,ALL-PLUMBING WASTE , &WATER LINES NEEP` %1. TEtttNG BEFORE COVERING ITH THESE APPLIICA3 E CODES: 8302.12 Draftsto in In combustible construction where there is usable s ace both above and below the concealed s ace of a floor-ceilin assembl draftsto s TABLE R405.1 U) ' � PP 9• P P 9 Y. P Section 8316 Foam Plastic Pro ernes of Soil Classified Accordin to the Unified Soil Classification S stem 2017 YORK STATE U IFOR CODE shall be installed so that the area of the concealed space does not exceed 1,000 square feet. Draftstopping 'shall divide the concealed space into R316.1 General. .The provisions of this section shall govern the materials, design, application, construction and installation of foam plastic materials. P 9 Y Z 2017 NES! YORK STATE CODE SUPPLEMENT (PUBUSHED JULY 2017, EFFECTIVE OCTOBER 31, 2017) approximately equal areas. Where the assembly is enclosed by a floor membrane above and a ceiling membrane below, draftstopping shall be provided in 8316.2 Labeling and identification. Packages and containers of foam plastic insulation and foam plastic insulation components delivered to the job site shall UNIFlED SOIL VOLUME W 2017 YORK STATE ERGY CO SERVATI CO UCTION CODE floor-ceiling assemblies under the following circumstances: SOIL CLASSIFICATION CHANGE E NEVA EN N bear the label of an approved agency showing the manufacturers name, the product listing, product identification and information sufficient to determine GROUP SYSTEM SOIL DESCRIPTION DRAINAGE FROST HEAVE POTENTIAL 0 2017 NEVI YORK STATE ENERGY COINSERVATION CONSTRUCTO CODE SUPPLEMENT (FORMERLY KNp1NN AS THE 2016 NYSECCC, REVISED AUGUST 2. Floor framing is constructed of truss-type open-web or perforated members. .that the end use will comply with the requirements. ,'r,.SYMBOL CHARACTERISTICS POTENTIAL EXPANSION � �? R 302.1.12.1 Materials. Draftstopping material shall be not less than 1/2 inch gypsum board, 3/8 inch wood structural panels. ,; GW WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, N 2016, EFFECTIVE OCTOBER 31, 201 8316.4 Thermal barrier. Unless otherwise allowed in Section 8316.5, foam plastic shall be separated from the interior of a building by an approved thermal GOOD LOW LOW }`:3 2o1s NYSRC (2015 IRC 2ND PRIM ) LITTLE OR NO FINES O barrier of,not less than inch gypsum wallboard. U. ,,,,GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, ❑ ��1,,t 2016 EC 016 IECC D PRINKING R302.13 Fire protection of floors. Floor assemblies that are not required elsewhere in this code to be fire-resistance rated, shall be provided with a 1/2 inch 8316.5.3 Attics. 'The thermal barrier specified in Section R 316.4 is not required where all of the following apply: LITTLE OR NO FINES GOOD LOW LOW Z �t Cp,- TIITLE 19 NYCRR PARTS 1220 THRCIUGH,1228, 1240, 1264 AND 1266 AND PART 30Q gypsum wallboard membrane, 5/8 inch wood structural panel membrane, or equivalent on the underside of the floor framing member. 1. Attic access is required by Section R807.1. GROUP I ° SW WELL GRADED SANDS, OR GRAVELLY SANDS, N w 0 LfITLE OR NO FINES GOOD LOW LOW 0 i = c`p ,y ` SECTION R101 Exceptions: 2. The,space is entered only for purposes of repairs or maintenance. E- 0 ,q--� SP POORLY GRADED SANDS, OR GRAVELLY SANDS, � E 4. Wood floor assemblies using dimensions lumber or structural composite lumber equal to or great than 2 inch by 10 inch. 3.'The"foam plastic insulation has been tested in accordance with Section R316.6 or the foam plastic insulation is protected against ignition using 3/a LITTLE OR NO FINES GOOD LOW Low (� U n r b inch gypsum board. .= GM SILTY GRAVELS, GRAVEL SAND SILT MIXTURES GOOD MEDIUM LOW : (u Q 0 k r �' 8101.2 The provisions of the In ternational Residential Code for One and Two Family Dwellings shall apply to the construction, alteration, movement, enlargement, Section R303 R316.5.11 Sill plates and headers. Foam plastic shall be permitted to be spray applied to sill plates and headers or installed in the perimeter joist space without I ''SM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM Low F-- {= C N . se re lacement, re air, equipment, use and occupancy, location, removal and demolition of detached one and two family dwellings and townhouses not more Light, Ventilation and Heating the thermal barrier specified in Section 8316.4 subject to all of the following: a> P p _ 'GC CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM LOW � V ��' �� �����'�u'�� than three stories above grade plane in height with a separate means of egress and their accessory structures not more than three stories above grade R303.1 Habitable rooms. Habitable rooms shall have an aggregate glazing area of not less than 8 percent of the floor area of such rooms. 1. The thickness of the foam plastic shall be not more than 3v inch. se CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM Low ='co' 2. The density of the foam plastic shall be in the range of 0.5 and 2,0 pounds per cubic foot. Q ,k l, plane in height. Exceptions: ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, U , 1. The glazed areas need not be operable where the opening is not required by Section R310 and a whole-house mechanical ventilation system is 3.,The foam plastic shall have a flame spread index of 25 or less and an accompanying smoke developed index of 450 or less when tested in GROUP 2 SILTY OR CLAYEY FIND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH Low = L �' � ' 8105.2 Work exempt from permit include retaining walls that are not over 4 feet in height measured from the bottom of the footing to the top of the wall, unless installed in accordance with Section M1507. accordance with ASTM E 84 or UL 723. SLIGHT PLASTICITY ❑ r__ aD supporting a surcharge. 2. The glazed areas need not be installed in rooms where Exception 1 is satisfied and artificial light is provided that is capable of producing an average CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, M M illumination of 6 footcandles (65 lux) over the area of the room at a height of 30 inches above the floor level. Section R317 Protection of Wood and,Wood-Based Products Against Decay GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM MEDIUM W m CLAYS TO LOW R109.1.5.1 Fire Resistance Rated Construction inspection. Where fire resistance rated construction is required between dwelling units or due to location on property, the R303.8 Exterior stairway illumination. Exterior stairways shall be provided with an artificial light source located at the top landing of the stairway. Exterior stairways R317 All sills and plates on exterior foundation wall to be pressure preservatively treated. building official shall require an inspection of such construction after lathing or gypsum board or gypsum panel products are in place, but before any plaster providing access to a basement from the outdoor grade level,shall be provided with an artificial light source located at the-bottom landing of the stairway. Foundation wood girders: wood girders seated in exterior foundation walls to have min. 1/2 inch air space all sides or ends wrapped with aluminum a is applied, or before board or panel joints and fasteners are taped and finished. flashing. R404.1.6 Height above finished grade. Concrete and masonry foundation walls shall extend above the finished grade adjacenit to the foundation at all points Section R305 R317.1 Location required. Protection of woad and wood-based products from decay shall be provided in the following locations by the use of naturally durable a minimum of 4 inches where masonry veneer is used and a minimum of 6 inches elsewhere. R109.1.6.1 Elevation documentation. If located in a flood hazard area, the documentation of elevations required in Section 8322.1.10 shall be submitted to the building Ceiling Height wood ar wood that is preservative-treated in accordance with AWPA Ut for the species, product, preservative and end use. 8404.1.7 Backfill placement. Backfill shall not be placed against the wall until the wall has sufficient strength and has been anchored to the floor above, or official prior to the final inspection. R305.1 Minimum height. Minimum ceiling heights of 7'-0" in habitable rooms. Minimum ceiling heights of 6'-8" in bathrooms, toilet roams & laundry rooms. R317.1.1. Field treatment. Field-cut ends, notches, and drilled holes of preservative-treated wood shall be treated in the field in accordance with AWPA M4, has been sufficiently braced to prevent damage by the back fill where the unbalanced height of fill exceeds 4 feet. Exceptions: R317.3 'Fasteners and connectors in contact with preservative treated and fire retardant treated wood. Fasteners, including nuts and washers, and connectors in Section 8405 Foundation Drainage R202 Definitions: e'i hei ht of not ess than 6 feet 8 inches above an area of not less than 30 inches b contact with preservative treated wood and fire retardant treated wood shall be in accordance with this section. The coating weights for zinc coated R405.1 Concrete or masonry foundations. Drains shall be rovided around concrete or mason foundations that retain earth and enclose habitable or 2. A shower or tub a ui ed with a showerhead shall have a c it n I Y P ry Z Continuous Insulation: Insulating material that is continuous across all structural members without thermal bridges other that fasteners and service openings. q ea 9 9 fasteners shall be in accordance with ASTM A 153. Stainless steel driven fasteners shall be in accordance with the material requirements of ASTM F usable spaces,�located below grade. Drainage tiles, gravel or crushed stone drains, perforated pipe or other approved systems or materials shall be � It is installed on the interior or exterior or is integral to any opaque surface of the building envelope. 30 inches gi the showerhead. 3. Beams, girders, ducts or other obstructions in basements containing habitable space shall be permitted to project to within 6 feet 4 inches of the 1667' installed at or,below the area to be protected and shall discharge by gravity or mechanical means into an apprave�d drainage system. H- Mezzanine: An intermediate level or levels between the floor and ceiling of any story, finished floor. ` Exception: A`,drainage system is not required where the foundation is installed on well drained ground or sand gravel mixture with soils according U e line where the ultimate desi n wind s eed 'I of the coastal mean hi h wat r P R 319.1 Address identification. Buildin s shall be rovided with a roved address identification. The address identification shall be le ible and laced in a osition to the unified Soil Classification S s Windborne Debris Region: Areas within hurricane-prone regions I©toted within 1 mi e 9 9 8308.4 Hazardous locations. The locations specified in Sections 8308.4.1 through 8308.4.7 shall be considered to be specific hazardous locations for the purposes 9 P PP 9 P P y tem, Group I Soils, as detailed in Table 8405.1. � (Vult) is 130 mph or greater. of glazing. that is visible from the street or road fronting the property. Address identification characters shall contrast with their background. Address numbers W shall be Arabic numbers or alphabetical letters, Numbers shall not be spelled out. Each character shall be not less than 4 inches in height with a !_ R308.4.2 Glazing Adjacent to doors. Glazing in an individual fixed or operable panel adjacent to a door shall be considered to be a hazardous location where the Section 8406 Foundation Waterproofing and Dampproofing C0 this code stroke_wiih of not less than 0.5 inch. Where required by the fire code official, address identification shall be provided in additional approved locations to 8406.1 Concrete and.masonry foundation dam roofin . Exce t where re uired to be water roofed foundation walls that retain earl a 8301.1.1 Alternative provisions. As an alternative to the requirements in Section 8301.1, the following standards are permitted subject to the limitations of bottom exposed edge of the glazing is less than 60 inches above the floor. facilitate emer enc res onse. Where access is b means of a nvate road and the buildin address cannot be viewed from the ublic wa a pP 9 P .q P h nd enclose interior Z used in conjunction with these standards, the desi n shall com I with the International Building 9 Y P Y P 9 P Y. and the limitations therein. Where engineered design is 1 9 PY 1. Where the glazing is within 24 inches of either side of the door in the plane of the door in a closed position. monument, pole or other sign or means shall be used to identify the structure. Address identification shall be maintained. spaces and floors below grade shall be dampproofed from the higher of (a) the top of the footing or (b) 6 inches below the top of the basement � Code. 2. Where the glazing is on a wall perpendicular to the plane of the door in' a closed position and within 24 inches of the hinge side of an in-swinging �.,, floor to the finished grade using a bituminous coating. 1. AF&PA Wood Frame Construction Manual (WFCM). (2015 EDITION) door. O Section R321 Elevators and Platform Lifts R308,4.6 Glazing adjacent to stairs and ramps. Glazing where the bottom exposed edge of the,glazing is less than 36 inches above the plane of the adjacent R406.3.3 Porous Fill. The„space between the excavation and the foundation wall shall be backfilled with porous fill up to a hteight of one-half of the backfill) R 321.1 Elevators._ Where provided, passenger elevators, limited use and limited application elevators or private residence elevators shall comply with ASME IL R301.1.3 En ineered desi n. Where a building otherwise conventional construction contains structural elements exceeding the limits of Section R301 or otherwise not walking surface of stairways, landings between flights of stairs and ramps shall be considered to be a hazardous location. ' py 9 9 heioght and covered with strips of 30 pound asphalt paper or 6 MIL polyethylene to permit water seepage while avmiding infiltration of fine soils. � u '� A17.1 CSA B44. conforming to this code, these elements shall be designed in accordance with accepted engineering practice. The extent of such design need only Exceptions: / demonstrate compliance of noncomrentianal elements with other applicable provisions and shall be compatible with the performance of the conventional framed Re 321.2 Platform Lifts. Where provided, platform lifts shall comply with ASME A18.1. The remainder-of excavated area shall be backfilled with the same type of soil as was removed during excavation. �y�q system. Engineered design in accordance with the International Building Code is permitted for buildings and structures, and parts thereof, included in the 2. Glazing 36 inches or more measured horizontally from the walking surface. Z ` r � 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 class one vapor retarder ❑ \� scope of this code. ;°;M Section R322 Flood Resistant Construction material. If this retarder material is used, rovide 1 s.f. of ventin er 1500 s.f. floor area. Install vents within 3 fleet of each comer of Section 8310 Emergency Escape and Rescue Openings P 9 P OUSE UNIT BASEMENT ARE REQUIRED TO HAVE AT LEAST ONE EMERGENCY ESCAPE AND R 322.1 General. Buildings and structures constructed in whole or in part in flood hazard areas, including A or V Zones and Coastal A Zones, as established in foundation. tructed in accordance with the wind rovisions of this code usin the ultimate design wind UNFlNISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNH Table'R301.2 1 , and substantial im rovement and restoration of substantial damn a of buildin s and structures in floor hazard areas shall be desi ned " 8301.2.1 Wind design criteria. Buildings and) portions thereof shall be cons p 9 O P 9 9 9 8408,4 Crawl space access panel to be min. 18" by 24. Openings through perimeter wall shall be not less than 16" by 24". Ir'1 RESCUE OPENING PER SECTION R310. (Egress window & window well) ari8,;constructed in accordance with the provisions contained in this section. Buildings and structures that are located in more than one flood hazard speed in Table 8301.2(1) as determined from Figure R301.2(4t)A. R310.1 Emergency escape and rescue opening required, Basement shall have not less than one operable emergency escape and rescue opening. area';shall comply with the provisions associated with the most restrictive flood hazard area. Buildings and structures located in whole or in part in R310.2.1 Minimum opening area. Emergency and escape rescue openings shall have a net clear opening of not less than 5.7 square feet, The net clear height identified floodways shall be designed and constructed in accordance with ASCE 24. opening shall be not less than 24 inches and the net clear width shall be not less than 20 inches. R 322.1.5 Lowest floor. The lowest floor shall be the lowest floor of the lowest enclosed area, including basement, and excluding any unfinished flood-resistant R502.2.2 Blocking and_subflooring. Blocking for fastening panel edges or fixtures shall be a minimum of utility grade lumber. Subflooring shall be wood TABLE R301.2(1) structural anels as s ecified in Section 503.2. Flreblockin shall be of an rade lumber. ND GEOGRAPHICAL DESIGN CRITERIA R310.22 Window sill height. Where a window is provided as the emergency escape and rescue opening, it shall have a sill height of not more than 44 inches above enclosure that is useable solely for vehicle parking, building access or limited storage provided that such enclosure is not built so as to render the P P 9 y 9 CLIMATIC A the floor; where the sill height is below grade, it shall be provided with a window well in accordance with Section 8310.2.3. building or structure in violation of this section. R502.4 Joists under bearing partitions: Provide 2x full depth blocking 0 48" o.c. max. where beam is not located under wall to allow for piping or vents. '" Wind Desi n SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER Air Mean R502.6 The ends of each joist beam or irder shall have not less than 1 1 2 ince GROUND 9 FLOOD 8310.2.3 Window wells. The horizontal area of the window well shall be not less than 9 square feet with a horizontal projection and width of not less than 36 R 322.1.6 Protection of mechanical, plumbing and electrical systems. Electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing 1 � 9 / h s of bearing on wood or metal and not less than 3 inches on SNOW SPEED Topographical S eCial Wlnd DESIGN FROST LINE DESIGN UNDERLAYMENT Freezing Annual, , p TERMITE DECAY HAZARDS Tem inches. The area of the window well shall allow the emergency escape and rescue opening to be fully opened. appliances and plumbing fixtures; duct systems; and other service equipment shall be located at or above the elevation required in Section R322.2 or masonry or concrete except where supported by the use of approved joist hangers, .., ' CATEGORY WEATHERING TEMP REQUIRED Index p LOAD (mph) Effects Wind bourne DEPTH 8310.2.3.1 Ladder and steps. Window wells with a vertical depth greater than 44 inches shall be equipped with a permanently affixed ladder or steps usable with the R322A 8502.7 Lateral restraint at supports. Joists shall be supported laterally at ends by full depth solid blacking or by attachment to band or rim joist. ', Region Debris) window in the full o en osition. Ladders or runs shall have an inside width of not less than 12 inches, shall roect not less than 3 inches from the � � I- W r y p p g P 1 Exception: Locating electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing appliances and plumbing fixtures; duct 8502.8.2 Engineered wood products. Cuts, notches and hales bored in trusses, structural composite lumber, structural glue-laminated members, W zone wall and shall be spaced not more than 18 inches on center vertically for the full height of the window well. systems; and other service equipment is permitted below the elevation required in Section R322.2 or R322,3 provided that,they are designed and installed cross-laminated timber members or I-joists are prohibited except where permitted by the manufacturers recommendations or as shown on these � MODERATE SLIGHT TO 10 R310.2.3.2 Drainage. Window wells shall be designed for proper drainage by connecting to the building's foundation drainage system required by Section R405.1 or by to prevent water from entering or accumulating within the components and to resist hydrostatic and hydrodynamic loads and stresses, including the drawings. p E"� 20 130 NO (B) SEVERE 36" TO HEAVY MODERATE Degrees Yes X 1500 an approved alternative method. effects of buoyancy, during the occurrence of flooding to the design flood elevation in accordance with ASCE24. Electrical wiring systems are permitted 8502.11.1 Wood Truss Design. Wood trusses shall be designed in accordance with approved engineering practice & be reparedl b are istered truss desi n m Exception: A drainage system for window wells is not required where the foundation is on well-drained soil or sand-gravel mixture soils in accordance with to be located below the required elevation provided that they conform to the provisions of the electrical part of this code for wet locations. professional where required by the statues of the jurisdiction in which the project is to be constructed. P Y 9 9 8301.2.1.4 Exposure category. I the United Soil Classification System, Group I soils, as detailed in Table R405.1. R 322.1.7 Protection of water supply and sanitary sewage systems. New and replacement water supply systems shall be designed to minimize or eliminate ❑ 1 1. Exposure B. Urban and suburban areas, wooded areas or otlher terrain with numerous closely spaced obstructions having the size of single family dwellings infiltration of flood waters into the system in accordance with the plumbing provisions of this code. ��' or larger. Exposure B shall be assumed unless the site meets the definition of another exposure. 8311.6 Hallways: min. 36" clear width. Section R506 'Concrete Floors (On Ground) R 322,1.18 ' Flodd-resistant materials. Building materials and installation methods used for flooring and interior and exterior walls and wall coverings below the I 2. Ex osure C. 0 en terrain with scattered obstructions having a height less than 30 feet extending more than 1500 feet, Exposure D extends downwind R311.7 Stairways R506.1 Concrete slab on grades to be'min 3-1/2 inches thick. P P ow the re uired headroom hei ht. elevation required in Section 8322.2 or 8322.3 shall be flood damage-resistant materials that conform to the provisions of FEMA TB-2. e artiall obstructed area. Includes flat o en count and rassland. R311,7.1 Width. Stairways shall be not less than 36 inches in clear width at all points above the permitted handrail height and bel q g 600 feet from th p y p ry 9 R 322,2.2 , Enclosed area below design flood elevation. Enclosed areas, including crawl spaces, that are below the design flood elevation shall: 8506.2.2 Base. A 4 inch thick bole course consisting of clean graded sand, gravel, crushed stone, crushed concrete or crushed blast-furnace slag passing ! 3. Ex osure D. Flat unobstructed areas ex osed to wind flowing over open water for a distance of not less tan 5000 feet. Exposure D extends downwind 600 Handrails shall not project more than 4 M inches on either side of the stairway and the clear width of the stairway at and below the handrail height, a 2-inch sieve shall be placed on`the prepared subgrade where the slab is below grade. P P including treads and landings, shall be not less than 31 X inches where a handrail is installed on one side of 27 inches where handrails are provided on 1, Be used solely for parking of vehicles,' building access or storage. U feet from the unobstructed area. 2. Be provided with flood openings that meet the following criteria and are installed in accordance with Section R322.2.2.1: Exception: Abase course is ndt required where the concrete slab is installed on well-drained or sand-gravel mixture soils classified as Group I 11 both sides. ,according to the United Soil Classification System in accordance with Table R405.1. s all be not less than 6 feet 8 inches. 2.1 The total net area of openings shall be not less than 1 square inch for each square foot of enclosed area where the enclosed area is measured Z) I R301.3 Story Height. The wind provisions of this code shall apply to buildings with story heights not exceeding 11 feet 7 inches and the laterally unsupported 8311.7.2 Headroom. The headroom in stairways h an the exterior of the enclosure walls. R506.2.3 Vapor retarder. A 6-mil (0.006 inch) polyethylene,or approved vapor retarder with joints lapped not less than 6 inches shall be placed between H b C a er 6 Vertical rise. A fli ht of stairs shall not have a vertical rise larder than 147 inches 12'-3" between floor levels or landings. , =.`the concrete floor slab and the base course ar-the re ared sub rade where no base course exists. The va or retarder is not re uired for Ga a es Q bearing wall stud height permitted by Table R602.3(5). Individual walls or wall studs shall be permitted to exceed these limits as permitted y h pt 8311.7.3 9 ( ) R 322.2.2.1 Installation of openings. The walls of enclosed areas shall have openings installed such that: - p P 9 P q r 9 I•- I provisions, provided that story heights are not exceeded. An engineered design shall be provided far the wall or wall framing members where the limits of R311.7.5.1 Risers. The riser height shall be not more than 8 1/4 per supplement. utility buildings and other unheated accessory`structures. j Chapter 6 are exceeded. Where the story height limits of this section are exceeded, the design of the building, or the noncompliant portions thereof, to �R311.7.5.2 Treads. The tread de th shall be not less than 9 inches per supplement. 1. There shall be not less than two openings on different sides of each enclosed area; if a building has more than one enclosed area below the design ' ' resist wind loads shall be in accordance with the International Building Code. P flood elevation, each area shalt have 'openings. I- U I i R311.7,5.3 Nosings. A nosing projection not less than 3/4 inch and not more than 1 9 inches shall be provided on stairways with solid risers. 2. The bottom of each opening shall be not more than 1 foot above the higher of the final interior grade or floor and the finished exterior grade Section 8602 Wood Wall Framing LZL1 R302.2 Townhouses. Common walls separating townhouses shall be assigned a fire-resistance rating in accordance with Section R302.2, Item 1 or 2. The common ,, R311.7,8. 'Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. immediately under',each opening. 8602.3 Design and construction. Components of exterior walls shall be fastened in accordance with Tables 8602.3(1) through 8602.3(4). Wall sheathing wall shared b two townhouses shall be constructed without lumbing or mechanical equipment, ducts or vents in the cavity of the common wall. The wall R311.7.8,2 Continuity. Handrails for stairways shall be continuous for the full length of the flight. 3. Openings shall be permitted to be installed in doors and windows; doors and windows without installed openings do not meet the requirements of this shall be fastened directly to framing members and shall,,confirm to"the requirements of Table R602.3(3). y P Z) I shall be rated for fire exposure from both sides and shall extend to and be tight against exterior walls and the underside of the roof sheathing. Electrical Exceptions: section. U i installations shall be in accordance with Chapters 34 through 43. Penetrations of the membrane of common walls for electrical outlet boxes shall be in 1. Handrails shall be permitted to be interrupted by a newel post at the turn. R 322.3 Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. O accordance with Section 8302.4. 8311.7.10.1 Spiral Stairways. Spiral stairways are permitted provided that the clear with at and below the handrail is not less than 26 inches and the walkline radius is s ` 1. Buildings and structures erected within coastal high-hazard areas and coastal A Zones, shall be elevated so that the bottom of the lowest horizontal - s'C 0 t members su ortin o est floor with exce tion of ill ile ca s columns rade beams and b elevated to or ve the 1. Where a fire sprinkler system in accordance with Section P2904 is provided, the common wall shall be not less than a 1 hour fire resistance rated wall 4 not 'greater than 24 inches,'Each tread shall have a depth of not less than 6 inches at the walkline. All treads shall be identical, and the rise shall not s ructural pp g the I w p p ng, p p , , g racing, is abo base assembl tested in accordance with ASTM E 119 or UL 263. f!.•�r elevation plus 1 foot or the design flood elevation, whichever is higher. y be more than inches. Headroom shall not be less than 6 feet 6 inches. I 2. Where a fire sprinkler system in accordance with Section P2904 is not provided, the common wall shall be not less than a 2-hour-resistance-rated wall 8 311 8 Ramps. - 2. Basement floors that are below grade on all sides are prohibited.R 322.3.3Foundations. Buildings and structures erected in coastal high-hazard areas _- assembly tested in accordance with ASTM E 119 or UL 263. and Coastal A Zones shall be supported on pilings or columns. _ . t R 311.8.1 Maximum slope. Ramps serving the egress door required by Section R 311.2 shall have a slope of not more than 1 unit vertical in 12 units horizontal (8.3 }' percent slope). All other ramps shall have a maximum slop of 1 unit vertical in 8 units horizontal (12.5 percent). Exception: Where it is technically - -- _ - - - , TABLE R602.3(1) FASTENING SCHEDULE i infeasible to comply because of site constraints, ramps shall have a slope of not more than 1 unit vertical in 8 units horizontal (12.5 percent). Section 8325 Mezzanines TABLE 8302.1(1) R,325.2 Mezzanines. The clear height above and,below mezzanine floor construction shall be not less than 7 feet. DISCRIPTION - - ` FASTENING I EXTERIOR WALLS "R 312.1 Guardrails: Porches, balconies, ramps and stair landings 30" above floor or grade to be installed with 36" high'railings, balusters not to allow passage of a - (a,b,c,d) TYPE I R 325.3 Area limitation. The aggregate area of a mezzanine or mezzanines shall be not greater than one-third of the floor area of the room or space in which MINIMUM MINIMUM FIRE sphere 4 inches or more in diameter. they are located. The enclosed portion of a room shall not be included in a determination of the floor area of the'room in which the mezzanine is 1. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE THREE 8D COMMON. TOE NAIL EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE R 512.2.1 Window sills. In dwelling units, where the top of the sill of an operable window opening is located less than 24 inches above the finished floor and greater located. T '• ! � r- r n I` ti `r FlRE-RESISTANCE RATED t HouR <5 feet than 72 inches above the finished grade or the other surface below on the exterior of the building, the operable window shall comply with one of the _ 2. CEILING JOISTS TOP PTE THREE 8D COMMON. TOE NAIL w R 325.4 Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section R311. I- ri o m wALLs followin � � 3• CEILING JOISTS (NOT ' -SfitD:TO RAFTER), LAPS THREE 16D COMMON FACE NAIL ¢ N N N M r- r N ai IF NOT FIRE-RESISTANCE RATED >_5 feet g' R 325.5 Openness. Mezzanines shall be open and unobstructed to the room in which they are located except for walls not more than 36 inches in height, ❑ a N ri <'5 co j PROJECTIONS FIRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE z2 feet to <5 feet 1. Operable windows with opening that will not allow a 4 inch diameter sphere to pass through the'opening where the opening is in its largest opened OVER PARTITIONS columns and posts. { position. I � 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE 8802.5.1 9 FACE NAIL ( TABLE R302.1(2) Fcceptions; ( ) i 2, Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090, P q P y P gg g THREE 10D EACH FACE NAIL EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS 1. Mezzanines or onions thereof are not re uired to be o en to the room in which the are located, rovided that thea re ate floor area of the 5. COLLAR TIE TO RAFTERS ' I 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. enclosed space is not greater than 10 percent of the"mezzanine area. MINIMUM MINIMUM FIRE R312.2.2 Window opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening control device, after,operation to 6, RAFTER OR ROOF TRUSS TQ�PLATE THREE 10D COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE '2. In buildings that are not more than two stories above grade plane and equipped throughout with an automatic sprinkler system in accordance with release the control device allowing the window to fully open, shall not reduce the net clear opening area of the window unit to less than the area required, Section';R313, a mezzanine shall not be required to be open to the room in which the mezzanine is located. 7. ROOF RAFTERS TO RIDGE, VALLEY OR HIP THREE 10D COMMON. TOE NAIL wALLs FIRE-RESISTANCE RATED 1 HOUR 0 feet by Section R310,2.1. RAFTERS r TWO 16D COMMON. END NAIL NOT FIRE-RESISTANCE RATED 3 feet 8. STUD TO STUD (NO AT BWP) 16D COMMON AT 24"O.C. FACE NAIL g Z Section 8313 Automatic Fire Sprinkler Systems g 8302.2.1 Continuity. The fire-resistance-rated wall or assembly separmting townhouses shall be continuous from the foundation to the underside of the roof sheathing, R313.1 Townhouse automatic fire sprinkler systems. Townhouses having a height of three,stories above grade shall be equipment throughout with an automatic 9. STUD TO STUD (AT BRACED_WALL PANEL) 16D COMMON AT 16"O.C. FACE NAIL z Z Z O z z d a N deck or slab. The fire-resistance rating shall extend the fulll length of the wall or assembly, including wall extensions through and separating attached enclosed sprinkler system. 10. BUILT UP HEADER, TWO PIECES 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL o o O r- o o Z J w assessor structures. R313.1.1 Design and installation. Automatic residential fire sprinkler systems for townhouses shall be designed and installed in accordance with Section P2904 or NFPA • 11. CONTINUOUS HEADER TO STUD FOUR 8D COMMON. TOE NAIL '> W > w j W 0- g . R302.2.2 Parapets for townhouses. 13D. I 1. The parapet shall extend not less than 30 inches above the roof surfaces. R313.2 One and two family dwellings automatic fire systems. One and two family dwellings having a height of three stories above grade shall be equipped 12. TOP PLATES TO TOP PLATE 16D COMMON @ 16"0/C FACE NAIL w m v Exception: A parapet is not required in the preceding two cases where the roof covering complied with a minimum Class C rating as tested in accordance with throughout with an automatic sprinkler system. 13. DOUBLE TOP PLATES SPLICE 8-16D COMMON (24"MIN LAP SPICE EACH SIDE OF JOINT) FACE NAIL w 14. BOTTOM PLATE TO JOIST OR BL ASTM E 108 or UL 790 and the roof decking or sheathing is of noncombustible materials ar approved fire-retardant-treated woad for a distance of 4 feet on 8313.2.1 Design and installation. Automatic residential fire sprinkler systems shall be designed and installed in accordance with Section P2904 or NFPA 13D. Section 8403 Footings OCKING (NOT AT BWP) 16D AT 16"O.C. FACE NAIL N each side of the wall or walls or one layer of 5/8 inch Typa X gypsum board is installed directly beneath the roof decking or sheathing, supported by not less 8401.4.1 .In lieu'"of a com tete eotechnicol evaluation footin s shall be laced on rock, sand ravel and or ravel, sand, silt sand, cla a sand, silt ravel or 15, BOTTOM PLATE TO JOIST OR BLOCKING (AT BWP) 2-16D AT 16"O.C. FACE NAIL o than nominal 2 inch 51 mm led ers attached to the sides of the roof framin members, for a distance of not less than 4 feet on each side of the wall or Balconies and decks. S rinkler rotection shall be rovided for exterior balconies, decks and round floor alias of dwellin units where the P 9 9 P 9 / 9 Y Y Y Y 9 ( ) 9 9 P P P g P g clayey gravel with a presumptive design load bearing value of 2,000 PSF. Do not place-footings on soil that consists primarily of clay or silt or have 16. TOP OR BOTTOM PLATE TO STUD TWO 16D COMMON. END NAIL 1 walls and any openings or penetrations in the roof are not within 4 feet of the common walls. building is of Type V construction. Sidewall sprinklers that are used to protect such areas shall be permitted to be located such that their any inorganic material or fill. I I 3. A parapet is not required where roof surfaces adjacent to the wall or walls are at different elevations and the higher roof is more than 30 inches above the' deflectors are within 1 inch to 6 inches below the structural members and a maximum distance of 14 inches below the deck of the exterior FOUR 8D COMMON. TOE NAIL lower roof. The common wall construction from the lower roof to the underside of the higher roof deck shall have not less than a 1-hour fire-resistance balconies and decks that are constructed of open wood joist construction. 8402.2 Concrete: A 28 day minimum compressive strength (f'c) is required at the following locations: 17. TOP PLATES, LAPS AT CORNERS + INTERSECTION 2-16D COMMON FACE NAIL rating. The wall shall be rated far exposure from both sides. R2..cBasement walls exposed to weather. 3000 psi plus 5 to 7% air entrainment (� 8302.2.4 Structural independence. Each individual townhouse shall be structurally independent. 3'Porch slabs, steps, and garage slabs: 3500 psi plus 5 to 7% air entrainment 21. JOIST TO SILL, TOP PLATE, OR GIRDER THREE 8D COMMON. TOE NAIL Section R314 Smoke Alarms 22. RIM JOIST OR BLOCKING TO SILL OR TOP PLATE 8D COMMON @ 6'b/C TOE NAIL Z W Exceptions: 8314,1 General. Smoke alarms shall com I with NFPA 72 and Section 8314. R 403.1.4.1 Frost protection: Bottom of all footings to be at least 36' below grade. W PY 27. BUILT UP GIRDERS AND BEAMS (2X LUMBER) 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER 2 P- ca 1. Foundations su ortin exterior walls or common walls, R 403.1.5 Stepped Footings: Step footing 1 ft vertical maximum on 2 feet horizontal where slope of footing bottom exceeds 10% PP 9 R314.1.1 Listin s. Smoke alarms shall be listed in accordance with UL 217. Combination smoke and carbon monoxide alarms shall be listed in accordance with UL t cO 9 R 403.1.3.6 Isolated concrete footin s In detached one and two famil dwellin s that are three stories or less in hei ht and constructed with stud bearin walls, 28. 2X LEDGER ': THREE 16D COMMON AT EACH JOIST OR RAFTER. FACE NAIL IL 5. Townhouses separated by a common wall as provided in Section R302.2, Item 1 or 2 2034, 4 9 ' Y 9 9 9 O m 8302.3 Two-famil dwellin s. Dwellin units in two-famil dwellin s shall be se orated from each other b wall and floor assemblies havin not less thcn o 1-hour isolated plain concrete footings supporting columns or pedestals are permitted. 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6" o/c at edges and -J ❑ Y 9 9 Y 9 P Y 9 R314.3 Location. Smoke alarms shall be installed in the following locations. ,a., W w fire-resistance rutin where tested in accordance with ASTM E 119 or UL 263. Fire-resistance-rated floor/ceiling and wall assemblies shall extend to and be 1. In eat s e o R 403.1.6 Foundation Anchorage: Wood sale plates at exterior walls on slabs and all wood foundation wall sill plates shall be anchored with Y2 inch diameter ROOF, AND WALL SHEATHING TO FRAMING 8D COMMON ROOF 12"o c at interior �J 9 h I eping ro m. ( ) / P� Y ti ht a ainst the exterior wall, and wall assemblies shall extend from the foundation to the underside of the roof sheathing. � anchor bolts spaced as shown on the plans and details. Bolts shall extend a minimum of 7 inches into concrete and located in the middle third of � U ui 9 9 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. 8D COMMON (SUBFLOOR} supports (see note f) W w ttie_width of the plate. A nut and washer shall be tightened on each anchor bolt. There shall be a minimum of two bolts per plate section and 1 = Q Exceptions: 4. Smoke alarms shall be installed not less than 3 feet 914 mm horizontal) from the door oro enin of a bathroom that contains a bathtub or shower. 1®t t ( ) Y P 9 located not more than 12" or less than 3.5" from the end of each plate section. Plates shall be protected against decay and termites. a. All nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used for framiing and sheathing U ❑ ; 1A fire-resistance rating of % hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed in accordance with NFPA R314.3,1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent placement of a smoke alarm in Z connections shall have minimum average bending yield strengths as follows: 80 ksi for shank diameter of 0.19;2" (20d common nail), (D t3 a location required by Section 8314.3. 90 ksi for shank diameters lar er than 0.142" but not lar er than 0.177", and 100 ksi for shank diameters off 0.142" or less. - �? y 8302.3.1 Supporting construction. Where floor assemblies are required) to be fire-resistance rated by Section 8302.3, the supporting construction of such assemblies 1. Ionization smoke alarms shall not be installed less than 20 feet 6096 mm horizontal) from a ermanentl installed cookin a liance. TABLE 8404.1,2(1) 9 9 shall have an equal or greater fire-resistance rating, ( ) Y P Y 9 PP a,. Minimum Horizontal Reinforcement for Concrete Basement Walls' d. 4-foot-by-8s foot or 4 foot by 9 foot panels shall be applied vertically W ;i Doors 2. Ionization smoke alarms with an alarm'-silencing switch shall not be installed less than 10 feet (3048 mm) horizontally from a permanently installed f. Intermediate ,supports shall be spaced 6 inches on center for a minimum of 48 inch distance from ridges, eaves and gable end p W _, i R302.5.1 Opening Protection. Honeycomb core steel doors not less than 1 3/8 inches thick, or 20 minute fire rated doors, equipped with a self closing device, cooking appliance. ; MAXIMUM UNSUPPORTED walls and 4 inches on center to gable end wall framing. F� from garage into habitable space: 45 min. fire rated with sellf - closing device. HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT - ❑ r --1 R302,5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum 3. Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a permanently installed cooking appliance. .WALL (FEET) ! 4. R 314.4 Interconnection. Where more than one smoke alarm is re uired to be installed within an individual dwellin unit in accordance with Section No. 26 a e sheet steel or other a roved material and shall) not have o enin s into the ora e. q 9 8602.3(5) 2x4 wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of one floor plws roof/ceiling assembly. 2x6 g g pp P 9 9 9 58 ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY 1 - b 302.6. 0 enin s in arae walls shall com I with Section R302.5, 8314.3, the alarm devices shall be connected in such a manner that the actuation of one alarm will activate all of the alarms in the individual dwelling unit. AND ONE NO. 4 BAR NEAR MID- HEIGHT OF THE WALL STORY wall studs at°16 inches on center with a maximum height of 10 feet shall support a maximum of two floor plus rwof/ceiling assembly. Exceptions: ui C3 R302.6 Dwelling garage fire separation. lfhe garage shall be separated as required by Ta le R p g g g py , Attachment of gypsum board shall) comply with Table 8702.3.5. The wall separation provisions of Table 8302.6 shall not apply to garage walls that are ty'r Where designed by in accordance with accepted engineering practice or where the ultimate design wind speed is less than or equal to 130 mph, F- i ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY perpendicular to the adjacent dwelling unit wall. Section R315 Carbon Monoxide Alarms >8 AND ONE NO. 4 BAR NEAR THIRD POINTS IN THE WALL STORY 2X6 #2 grade studs supporting a'roof load with not more than 6 feet of tributary length shall have a maximum waill height of 18 feet when m l R302.6 Gara a walls: 5 8 inch e X sum board on arae side, 1 2 inch t e X sum board ono osite wall side at habitable areas. 8315.1 General. Carbon monoxide alarms shall com I with Section R315. spaced at 16 inches on center and 20 feet where spaced at 12 inches on center. Z 9 / tYP 9YI 9 9 / YP 9YP PP p y Z w ' R302.6 Garage ceiling: 5/8 type X gypsum board R315,1.1 Listings. Carbon monoxide alarms shall be listed in accordance with UL 2034. Combination carbon monoxide and smoke alarms shall be listed in 8602.3.2 Top plate..;Wood stud walls shall be capped with a double top plate installed to provide overlapping at corners and intersections with bearing ;� � partitions. -End joints in top plates shall be offset not less than 24 inches. Joints in plates need not occur over studs. Plates shall be not less Z U accordance with UL 2034 and UL 217. g I R302.9 Flame Spread & Smoke Density Index, R309,2.1: Wall & ceiling finishes shall have a flame spread classification of not greater than 200. R30.9.2: Wall & Ceiling TABLE R404.1.2(8) Minimum Vertical Reinforcement for 6, 8, 10 and 12 inch Concrete Basement Walls than 2 inches nominal thickness and have a width not less than the width of the studs. (D ❑ ❑ cn 1 finishes shall have a smoke developed index of not greater than 450. R3152 Where required. Carbon monoxide alarms shall be provided in accordance with Sections R315.2.1 and R315.2.2. 1,, _ R315.2.1 New construction. For new construction carbon monoxide alarms shall be rovided in dwellin units where either or both of,the following conditions exist. , i' MINIMUM VERTICAL REINFORCEMENT BAR R602.6 Drilling and notching of dimensional lumber to conform to sections R602.6, R602.6.1, and figure R602.60). Notching) & bored hole limitations for fn 8302.11 Fire blocking shall be provided in mood-framed construction in the following locations: P 9 -t.. SIZE AND SPACING (INCHES) exterior wolls'�and bearing walls, figure R602.6(2) Notching and bored hole limitations for interior non bearing walls &c figure R602.6.1 top plate W _ 1. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs, as follows: 1. The dwelling unit contains a fuel fired appliance. - 2. The dwellin unit has an attached garage with an opening that communicates with the dwelling unit. F MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE OF framing to accommodate piping. 16 gage and 1.5 inch wide metal tie fastened across and to the plate at each sidle of the notch with 8-10d nails -I- , 1.1 Vertically at the ceiling and floor levels. 9 .� WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH each,side.,follow manufacturers specifications for engineered products. (figure R602.6.1) U ? -- _!�t'�. `�� 1.2 Horizontally at intervals not exceeding l0 feet. (FEET) (FEET) Do not backfill with any soil containing silt or clay. H � �,L i� /,;," , I 2. At interconnections between concealed vertical and horizontals aces such as occur at soffits, dro ceilin s and cove ceilin s. 915.2.3.1 One Family Dwellings. I Q F;, �< \ p p g g WALL THICKNESS (INCHES) 3. In concealed spaces between sltair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with Section R302.7. 915.2.3.1.1 Buildings constructed on or after January 1, 2008. 2 (''c - c:' f7 ;' s 10 t2 > S W f �,rpt,,, m �- 4. At openings around vents, pipes, ducts, cables and wires at ceiling and floor level, with an approved material to resist the free passage of flame and _ g 8 7 NR NR NR = r_1 .v . , ;1,1 a products of combustion. The material filing this annular spaoe shall not be required to meet the ASTM E 136 requirements. ", s 8 5 0 41 NR NR ja' _1 U �� z,i l q. >�x k,, lir n f'! s e Section R1003.19. 915.2.3.1.1.1 A carbon monoxide alarm shall be rovided on each story containing a sleeping area, within 15 feet of the sleeping area. More than one carbon monoxide 1, 11,'t• fn S1 ;, � s r C> 5. For the fire blocking of chimneys and fireplaces, e P 10 s s ® 41 5 ® 22 NR 6, Fire blocking of cornices of atwo-family dwelling is required at the line of dwelling unit separation. alarm shall be provided where necessary to assure that no sleeping area on such story is more than 15 feet away from'a carbon monoxide alarm. )' s r C, `3 '/i / R302.11.1 Fireblockin materials. Exce t as rovided in Section R302.1, Item 4, fireblockin shall consist of the followin materials. 915.2.,1.1.1.2 A carbon monoxide alarm shall be provided on each story that contains a carbon monoxide source. NR"denotes no reinforcing required. +-- z,r ❑ �j [� �- 9 P I 9 9 . ,1/ 1. Twa-inch nominal lumber. 915,2,1,3 Bed and breakfast dwellings and buildings and structures which (1) contain one or more sleeping areas; (2) are classified in one or more of the following L tate vertical bars 1Ya" clear from inside face of walls. The center of bars shall not vary from this by more than inch. ;I , ,'I � y 1 �t�4r / 2. Two thicknesses of 1" nominal lumber with broken lap joints. occupancy Groups: E, 1-2 (except hospitals), 1-4, R-1, R-2, R-3 o'r R-4; and (3) are not covered by Section 915.2.3.1 or Section 915.2.3.2. .- s, -I% A � ' r 3. One thickness of 23/32 inch wood structural panels with joints backed by 23/32 inch wood structural panels. 915.2.3.3.1 Buildings and structures constructed on or after January 1, 2008. - r r ✓' ` JOB N} MBER 4 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. - c� ✓ >/ ' 5. One half inch gypsum board. � ® 1 6® 2 3 6. One quarter inch cement based' millboard. - 1', - b, 111 7. Batts or blankets of mineral wool or glass fiber or other approved materials installed in such a manner as to be securely retained in place. `f U) SHEET NUMBER ,, ; UNIT 69 UN1� �o M - - ( OzDEL D l 5 ) (MODEL B 2 ) W 0 '' I h,�'A'. COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED I , - - - - - ___. TABLE R602.3(3) P2607.2 Pipeesodps netrating exterior walls. Where a pipe penetrates an exterior wall, waterproof seal shall be made on the exterior of the wall by one of the following TRUSS I D E N T I E I C AT I 0 N SIG N Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) N1101.11.1 (R303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crowispace walls and the perimeter of 1. A water roof sealant a lied at the oint between the wall and the I e PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS Z ULTIMATE DESIGN P PP� 1 P•P MINIMUM NAIL PANEL NAIL WIND SPEED V ult slab-on-grade floors shall have rigid, opaque and weather-resistant protective covering to prevent the degradation of the insulation's thermal performance. TYPE CONSTRUCTION, PRE-ENGINEERED WOOD W SPACING 2. A flashing of an approved elastomeric material. � (mph) The protective covering shall cover the exposed exterior insulation and extend not less than 6 inches (153 mm) below grade. CONSTRUCTION AND OR TIMBER CONSTRUCTION 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 from the tank will cause � � WOOD NOMINAL PANEL STUD SPACING N1101.14 (R401.3) Certificate (Mandatory). A permanent certificate shall be completed by the builder or HERS Rater professional and posted on a wall in the where the damn a the tank shall be installed in a an constructed of one of the followin (i SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) WINC EXPOSURE 9 P 9 6" DIA. U EDGES FIELD CATEGORY furnace is located, a utility room or an approved location inside the building. REFLECTIVE RED � (INCHES) PANEL SPAN (INCHES) 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. (, t5 RATING (INCHES O.C.) (INCHES O.C.) PANTONE (PMS) #187 ❑ 2 B c D TABLE N1102.1.2 (R402,1.2) 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. Z gd Insulation and fenestration Requirements by Component 3. Other approved materials. ` COMMON 1.75 24/16 7/16 16 6 12 170 140 135 R602,3,5 Braced Wall ane) uplift load path. Braced wall panels located at exterior walls that su ort roof rafters or trusses Includin stories below to CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL Aplastic pan shall not be installed beneath agas-fired water heater. I- � cin � p PP ( 9 P ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE story) shall have the wall sheathing and fasteners designed to resist combined uplift and shear forces in accordance with accepted engineering U-FACTOR SHGC R-VALUE R-VALUE R-VALUE DEPTH WALL R-VALUE Section 0101 Scope EFLECTIVE ❑ ' U oj N �' & practice. 4 ExcEPT U101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. � WHITE W � N>; I MARINE 0.35 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 " U) .c rn w Z _ ;t R802.11 Rafter or truss uplift force. Section U102 General Definitions Z U `•� co M For rafters at 16"a/c in 130mph wind speed. Roof pitch > 5/12 Exposure B N1102.2.2 (R402.2.2) Ceilings without attic spaces. Where section N1102.2 would require insulation levels above R-30 and the design of the roof/ceiling assembly does 1/4„ s" CQ Solar-Ready Zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a solar 1/2" Q w a c� not allow sufficient space for the required insulation, the minimum required insulation for such roof/ceiling assemblies shall be R-30. The�reduction of U Span (ft) 12 18 24 28 32 36 42 48 photovoltaic or solar thermal system. TRUSS IDENTIFICATION SIGN STROKE N m Uplift Force # 117 149 182 203 226 247 281 314 insulation from the requirements of Section N1102.1.2 shall be limited to 500 sf (46 mz) or 20 percent of the total insulated ceiling area, whichever is less. COMPLIANCE WITH 19 NYCRR 1264 ❑ = r CD N1102.2.4 R402.2.4 Access hatches and doors. Access doors from conditioned s aces to unconditioned s aces such as attics and crawls aces shall be V Increase x1.09 for pitch < 512. Increase x 1.5 for 24"o�c spacing. Increase x 1.32 for 140 mph. ( ) P P P Section U103 Solar-Ready Lone SIMS IDENTIFYING THE EXISTANCE OF TRUSS CONSTRUCTION SHALL CONSISTS OF A ORCLE 6'IN M for attachin sum board and sum ane) roducts to wood framing shall be Type W or Type S in accordance with ASTM C 1002 weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. q Y DIAMETER,WTH A STROKE WIDTH OF 1/2".THE SGI BACKGROUND SHALL BE REFLECTIVE WHITE IN � m R702,3.5.1 Screw fastening. Screws g gyp 9YP p P U103.2 Construction document re uirements for solar read zone. Construction documents shall indicate the solar-ready zone. Exception: vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration requirements of Table COLOR,THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR CONFORMING TO PANTONE and shall penetrate the wood not less than 5/8 inch. U103.3 Solar-ready zone area. The total solar-ready zone area shall be not less than 300 square feet (27.87 mz) exclusive of mandatory access or set back R1102.1.2 based on the applicable climate zone specified in Chapter 3. MATCHING SYSTEM (PMS)#187. a R702.4 Ceramic Tile. areas'as required by the International Fire Code. New multiple single-family dwelling (townhouses) three stories or less in height above grade plane and with all the in tub and shower areas and wall anels in shower area shall be of materials listed in Table R702.4.2, N1102.2.8 (R402.2.8) Floors. Floor framing-cavity insulation shall be installed to maintain permanent contact with the underside of the subfloor decking. a total floor area less than or a ual to 2,000 s uare feet 185,8 m2 er dwellin shall have a solar-read zone area of not less than 150 s uare feet SECTION 1265.4.SIGN OR SYMBOL R702.4.2 Backer boards. Materials used as backers for w P q q ( ) P 9 Y q N1102.2.9 (R402.2.9) Basement walls. Walls associated with conditioned basements shall be insulated from the top of the basement wall down to 10 feet (3048 mm) THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED and installed in accordance with the manufacturer's recommendations. (13.94mz}. The solar-ready zone shall be composed of areas not less than 5 feet (1.52m) in width and not less than 80 square feet (7.44 m2) exclusive TABLE R702.4.2 below grade or to the basement floor, whichever is less. Walls associated with unconditioned basements shall meet this requirement unless the floor overhead of access or set back areas as required by the International Fire Code. TO THE EXTERIOR OF THE RESIDENTIAL STRUCTURE: PROVIDED,HOWEVER,THAT: IS AFFIXING THE SIGN OR is insulated in accordance with Section N1102.1.2 and N1102.2.8. SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX,OR IF THE UTILITY Backer Board Materials U 103.4 , Obstructions. Solar-ready zones shall be free from obstructions, including but not limited to vents, chimneys, and roof-mounted equipment. PROVIDING ELECTRICAL SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SYMBOL STANDARD N1102.4.2 doors on Fireplaces. New woodliburning fireplaces shall have tightt fitting flue dampers or doors, and outdoor combustion air. Where using tight-fitting U103.5 Roof load documentation. The structural design loads for roof dead load and roof live load shall be clearly indicated on the construction documents. TO BE AFFIXED TO THE ELECTRICAL BOX, THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR MATERIAL doors on factory-built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using WALL OF THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BO%, 1HE GLASS MAT GYPSUM BACKING PANEL ASTM C 1178 ti ht-fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. U103.7 Electrical service reserved space. The electrical service panel shall have a reserved space to allow installation of a dual pole circuit breaker for future solar Z FIBER REINFORCED GYPSUM PANELS ASTM C 1278 9 electric installation and shall be labeled 'For Future Solar Electric". The reserved space shall be positioned at the opposite (load) end from the input feeder SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE O location or main circuit location. OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE. NONASBESTOS FIBER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY C WOOD ROOF TRUSS SPECIFICATIONS: ~ NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS ASTM c 1325 ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING CODE. C) TABLE R703.8.1 E 3901.7 Outdoor outlets. A water proof outlet is required for any size, deck, porch, or balcony that is accessible from inside dwelling unit. Allowable Spans for steel lintels supporting masonry veneer TABLE N1102.4.1.1 (R402.4.1.1) E 3901.9 Garage Outlets. Garage receptacle, outlets must be serviced by a separate branch circuit that does not supply other outlets. At least one receptacle outlet NOTE: 5/8 INCH THICK ROOF SHEATHING LS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. IX Air Barrier and Insulation Installation 1- SIZE OF STEEL ANGLE NO STORY ONE STORY Two STORIES is required for each car space in a garage. 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: CO a,c (inches) ABOVE ABOVE ABOVE GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. E 3902.11 Location of GFCI outlets. All GFCI outlets must be placed in readily accessible locations. D (EQUATION 16-8) Z L3x3x1/a s'-o" a'-s• 3'-0" THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. E 402.14 Tam er resistant rece tacles. Near) all 125 volt 15 and 20 am rece tacles to be tam er resistant D + L 0 L4x3x1/4 6'-0" 5'-0" 4'-6" BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. P P Y P P P (EQUATION 16-9) CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY D + S (EQUATION 16-10) L5x3.5x5/16 1O'-o" 6'-0" 6'-O" GAPS IN THE AIR BARRIER SEALED. D + .6W (EQUATION 16-12) W L6x3.5x1/4 14'-0" 9'-6" 7'-0" ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) 0 BE SEALED. LL Ln WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. D = DEAD LOAD L = LIVE LOAD, S = SNOW LOAD f"' �/, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 OF (� t, r ,J a. Long leg of the angle shall be placed in a vertical position. THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE CATEGORY B. Z c. Minimum bearing to be 6". KNEE WALLS SHALL BE SEALED. I R703.12 Adhered masonry veneer installation. Adhered masonry veneer shill comply with the requirements of Section R703.7.3. WINDOWS. SKYLIGHTS AND THE SPACE BETWEEN WINDOW/ DOOR JAMBS AND FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE , 1 THE WORK SHOWN ON THESE DRAWINGS HAS BEEN DESIGNED IN C) DOORS SEALED. ACCORDANCE WITH THE STRUCTURAL REQUIREMENTS OF THE 2015 ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: ❑ R703.12.1 Clearances. On exterior stud walls, adhered masonry veneer shall be installed: INTERNATIONAL RESIDENTIAL CODE AS ADOPTED BY NEW YORK STATE. TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15 PSF, RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER BCLL=IOPSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. 1. Minimum of 4 inches (102 mm) above the earth DESIGN LOADS: R703.12.2 Flashin at foundation. Acorrasion-resistant screed ar flashin of a minimum 0.019 inch 0.48 mm or 26 a e alvanized or lastic With a minimum FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION g 9 ( ) 9 9 9 P GARAGE AND CANTILEVERED 2 THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR TABLE R301.7 TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". vertical attachment flange of 3 X inches (89 mm) shall be installed to extend a minimum of 1 inch (25 mm) below the foundation plate line on exterior FLOORS) THE FOLLOWING LIVE LOADS: ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS stud walls in accordance with Section R703.4. SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED ROOF: TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION, TRUSS DESIGN (DRAWINGS SHALL INCLUDE THE SPACE SHALL BE SEALED. GROUND SNOW LOAD 2OPSF FROM FIGURE R301.2(5) ALLOWABLE R703.14.2 Fire Separation. Polypropylene siding shall not be installed on walls with a fire separation distance of less than 5 feet (1524 mm) and walls closer than 10 STRUCTURAL MEMBER FOLLOWING INFORMATION: rr feet (3048 mm) to a building an another lot. GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 DEFLECTION 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS �� 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 2. LOCATION OF ALL JOINTS. THE DRYWALL. 3. REQUIRED BEARING WIDTHS. R703.8.2.2. Support by roof construction. A steel angle shall be placed direatly on top of the roof construction. The roof supporting construction for the steel angle shall with no finished ceiling attached to rafters consist of not fewer than three 2 inch b 6 inch wood members for wood construction. A wood member abuttin the vertical wall stud construction shall be SHOWER/ TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM FLOORS: 40 PSF 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. Y 9 EXTERIOR WALL FROM THE SHOWERS AND TUBS. BALCONIES AND DECKS: 40 PSF Interior walls and partitions H/180 4.2. TOP CHORD DEAD LOAD. '1 anchored with not fewer than three 5/8 inch diameter by 5 inch lag screws to every wood stud spacing, Each additional wood roof member shall be ELECTRICAL PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED UNINHABITABLE ATTIC W/O STORAGE: 10 PSF 4.3. BOTTOM CHORD LIVE LOAD. l- W anchored b the use of two 10d nails at eve wood stud s acin . Install flashin and wee holes, The maximum het ht of the brick veneer above the lintel // Floors and ceilings w/ brittle finish L/360 4.4, BOTTOM CHORD DEAD LOAD. Y rY P 9 9 P 9 ON EXTERIbR WALLS BOXES SHALL BE INSTALLED. UNINHABITABLE ATTIC WITH STORAGE: 20 PSF p-� a shall be 12 feet 8 inches, with max 7:12 roof pitch. See figures R03,8.2.1 & R703.8.2.2. HABITABLE ATTIC W FIXED STAIRS: 30 PSF All other structural members L/240 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. 1 R703.8.4 Mason veneer shall be anchored to the the supporting wall studs with corrosion resistant metal ties embedded in mortar or grout and extending into the N11024,5 (R402.4.5) Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and 4.6. CONTROWNG WIND LOADS. ❑ IIF���"""""" ry Exterior walls with plaster or stucco finish �L/180 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. veneer a minimum 1-1/2 inches, with not less than 5/8 inch mortar or grout cover to outside face. minimum tie size= 22 US gage. Minimum tie fastener unconditioned spaces. All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 L/s) when tested ULTIMATE DESIGN WIND SPEED: 130 MPH FROM FIGURE R301.2(4)A pp �/', r = 8d common nail. Airs ace= Nominal 1" between sheathing & veneer. EAch tie shall support not more than 2.67 square feet of wall area and shall be in accordance with ASTM E 283 at a 1.57 psf (75Pa) pressure differential, All recessed luminaires shall be sealed with a gasket or caulk between the EXPOSURE CATEGORY: B FROM R301.2.1.4 Exterior walls with brittle finishes L/180 6, EACH REACTION FORCE AND DIRECTION. r+ d `,.� P 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCAl10N OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY ❑ s aced not more than 32" on center horizontal) and 24 inches on center vertical) . housing and the interior wall or ceiling covering. SEISMIC DESIGN CATEGORY: B FROM FIGURE 301.2.2 (exempt from p Y Y Exterior walls with flexible finishes L/180 LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. R703.8.5 Flashin shall be located beneath the first course of mason above finished round level above the foundation wall or slab and at other oints of su ort., C402.4 R402.4.6 Tenant Se aration Walls Mandato Fre Se arations between dwellin units in two-famil dwellin s and multi le sin le-famil dwellin s seismic provisions of code per R301.2,2) 9 ry 9 P pp ( ) p ( ry)• P 9 Y 9 P 9 Y g Lintels su ortin masonr veneer L 600 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. including structural floors, shelf angles and lintels where masonry veneers are designed in accordance with section R703,8. (townhouses) shall be insulated to no less than R-10 and the walls shall be air sealed. PRESUMPTIVE LOAD-BEARING VALUE OF SOIL: 2,000PSF Per TABLE R401.4.1 pp 9 Y / 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. R703.8.6 Weepholes shall be provided in the outside wythe of masonry walls at a maximum spacing of 33 inches on center. Weepholes shall not be less than 3/16 Includes soil classes: GW, GP, Sw, SP, SM, SC, GM, and GC. 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. inch in diameter. Weepholes shall be located immediately above the flashing. Section N1103 (R403) NOTE: Soils with clay or clay and silt will require a redesign 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. r , � Systems of building footings, 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. v R801.3 Roof drainage. All dwellings shall have; a controlled method of water disposal from roofs that will collect and discharge roof drainage to the ground surface N 1103.1 (R403.1) Controls (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. not less than 5 feet from foundation walls or to an approved drainage system. WOOD FLOOR TRUSS SPECIFICATIONS: E- N 1103.1.1 (R403.1.1) Programmable thermostat. The thermostat controlling the primary heating or cooling system of the dwelling unit shall be capable of controlling TABLE R301.2(2) WOOD FLOOR TRUS Q R802.1.5.4 Labeling. Fire-retardant treated lumber and wood structural panels shall be labeled. the heatin and coolin s stem on a Bail schedule to maintain different tem erature set oints at different times of the da . This thermostat shall include SES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING 9 9 Y Y P P Y Door And Window Required Design Loads: CODE. H" R802,3 Framing details. Rafters shall be framed not more than 1 X inches (38 mm) offset from each other to ridge board or directly opposite from each other the capability to set back or temporarily operate the system to maintain zone temperatures down to 55'F (13'C) or up to 85'F(29'C)• The thermostat shall ' All exterior windows and doors shall meet minimum wind pressures with a gusset plate as a tie. Ridge board shall be not less than 1 inch (25 mm) nominal thickness and not less in depth than the cut end of the rafter, initially be programmed by the manufacturer with a heating temperature set point no higher than 70'F (21'C) and a cooling temperature set point no lower in pounds per square foot for 30 foot mean roof height, 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: F_ At valleys and hips there shall be a valley or hip rafter not less than 2 inch (51mm) nominal thickness and not less in depth than the cut end of the than 78'F (26'C). exposure B, zone 5 (end wall zone) as follows: D (EQUATION 16-8) Z rafter. Hip and valley rafters shall be supported at the ridge by a brace to a bearing partition or be designed to carry and distribute the specific load at N1103.1.2 R403.2 Hot water boiler outdoor tem erature setback. Hot water boilers that su I heat to the buildin throw h one or two i e heatin s stems shall D + L (EQUATION 16-9) W ( ) P PPY 9 9 pp g y 130 MPH ULTIMATE 140 MPH ULTIMATE that point. Where the roof pitch is fess than three units vertical in 12 units horizontal (25 percent slope), structural members that support rafters and have an outdoor setback control that lowers the boiler water temperature based on the outdoor temperature. ceiling joists, such as ridge beams, hips and valleys, shall be designed as beams. N1103.3 (R403.3) Ducts. Ducts and air handlers shall be in accordance with Sections N1103.3.1 through N1103.3.5. WINDOW/DOOR SQ.FT.AREA WIND SPEED WIND SPEED D = DEAD LOAD, L = LIVE LOAD, U R802.3.1 Where ceiling joists or rafter ties are not provided, the ridge formed by these rafters shall be supported by a wall or girder designed in accordance with N1103.3.1 R403.3.1 Insulation Prescri tive. Su I and return ducts in attics shall be insulated to a minimum of R-8 where 3 inches 76.2 mm in diameter and 10 S.F. +18.2 -19.0 +21.2 -28.0 TF S O accepted engineering practices. ( ) ( p } PPY ( } / / FLOOR TRUSSES SHALL BE DESIGNED ,a yJPPORT THE FOLLOWING DESIGN LOADS: R802.7.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members, cross-laminated I greater and R-6 where less than 3 inches (76.2 mm) in diameter. Supply and return ducts in other portions of the building shall be insulated to a 20 S.F. +17.4 -22.0 +20.2 -26.0 TCLL = 40 PSF, TCDL = 10 PSF, Air BCDL = 5 PSF ❑ timber members or I-joists are prohibited except where permitted by the manufacturer's recommendations or where the effects of such alterations are minimum of R-6 where 3 inches (76.2 mm) in diameter or greater and R 4.2 where less than 3 inches (76.2 mm) in diameter. 50 S.F. +16.3 -20.0 +19.0 -23.0 TRUSSES SHALL HAVE A MAXIMUM,LIVE LOAD DEFLECTION OF L 480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF L 360 OR .75". ' specifically considered. Exception: Ducts or portions thereof located completely inside the building thermal envelope, 100 S,F. +15.5 -19.0 +18.0/-22.0 / / I do exceedin 6 to 1 based on nominal dimensions shall be su orted lateral) b solid N1103.3.2 (R403.3 2) Sealing (Mandatory). Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with either the 2015 International TRUSS DESIGN DRA G , f WIN S S ARCHfTECT R802.8.1 Bridging. Rafters and ceiling joists having a depth to thickness ra g PP Y Y Table values shall be adjusted for heights > 30 and exposure C or D by multiplying by the hALL 8E PROVIDED TO AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE blocking, diagonal bridging (wood or metal) or a continuous 1 inch by 3 inch wood strip nailed across the rafter or ceiling joists at intervals not exceeding Mechanical Code (as amended), the 2015 International Residential Code (as amended) of the New York City Constructions Codes, as applicable. FOLLOWING INFORMATION: adjustment coefficient in Table R301.2(3). 1. DEPTH, SPAN, AND SPACING. j 8 feet. Exceptions: Plus sign signifies pressures acting toward the building surfaces, - p P Y P p PP f 9 g p y g 2. LOCATION OF ALL JOINTS. R802.9 Trimmer joist: single header and trimmer for openings up to 4'-0" and doubled over 4'-O" unless otherwise noted on plan. Connect with tecos for header 1. Air-im ermeable s ra foam roducts shall be ermitted to be a lied without additional joint seals. Minus sin si nifies ressures acting awa from the buildin surfaces.- 3. REQUIRED BEARING WIDTHS. joist spans of 6'-O" and greater. 2. For ducts having static pressure classification of less than 2 inches of water column (500 Pa), additional closure systems shall not be required for 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. 1 continuously welded joints and seams, and lacking-type joints and seams of other than the snap-lock and button-lock types. 4.2. TOP CHORD DEAD LOAD. I NI 103.3.3 R403.3.3 Duct testin Mandato Ducts shall be ressure tested to determine air leaks e. 4.3. BOTTOM CHORD LIVE LOAD. II- ( ) 9 ( ry)• P 9 r r r ti N1103.4 R403.4 Mechanical's stem i rn insulation Mandato Mechanicals stem I in ca able of car in fluids above 105'F 41'C or below 55'F 13'C shall 4.4. BOTTOM CHORD DEAD LOAD. Ljj t- r` ti ao i ( ) Y P P 9 ( ry) Y p p g P ry 9 ( ) ( ) ABBREVIATIONS 4.5. CONCENTRATED LOADS AND THElR ?DINTS OF APPLICATION. Q N N N C'M N � � �rj be insulated to a minimum of R-3.N1103.7(R403.7) Equipment sizing and efficiency rating (Mandatory). Heating and cooling equipment shall be sized in 5. ADJUSTMENTS TO LUMBER AND JOINT L ONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. `� N �' �' '° ; R806.3 Vent and insulation clearance. When; eave or cornice vents are installed, insulation shall not block the free flow of air. Not less than a 1 inch space shall accordance with ACCA Manual S based on building loads calculated in accordance with ACCA Manual J or other calculated in accordance with ACCA Manual J A.B. ANCHOR BOLT 6. EACH REACTION FORCE AND DIRECTION. or other a roved heatin and coolin calculation methodolo les. D.S. DOWNSPOUT LT. WT. LIGHTWEIGHT RMS. ROOMS be provided between the insulation and the roof sheathing and at the location of the vent. PP 9 9 9 A.F.F. ABCVE FINISH FLOOR DTL DETAIL LT. LIGHT REINF. REINFORCING,REINFORCED 7. JOINT CONNECTOR TYPE AND DESCRIPTION (. U SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY N1103.6 (R403.6) Mechanical ventilation (Mandatory) The building shall be provided with ventilation that meets the requirements of the 2015 International Mechanical ADJ. ADJACENT/ADJUSTABLE EA EACH LVR. LOUVER RNG RANGE LOCATED IZE, S E IE THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. Section R807 Attic Access Code (as amended), the 2015 International Residential Code (as amended), or the New York City Construction Codes, as applicable, or with other approved A.F.T. ABOVE FINISH TREAD R.O. ROUGH OPENING 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. means of ventilation. Outdoor air intakes and exhausts shall have automatic or ravit dam ers that close when the ventilations stem is not o eratin E.J. EXPANSION JOINT L•T• LAUNDRY TUB 9. CONNECTION REQUIREMENTS FOR TRUSS TL GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. R807.1 Attic access. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that have a vertical height of 30 9 Y P Y P 9• ALUM. ALUMINUM ELEC. ELECTRICAL R• RISER 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. inches (762 mm) or greater over an area of not less than 30 square feet (2.8ms). The vertical height shall be measured from the top of the ceiling CCH. ANCHOR ELEV• ELEVATION MAS• MASONRY framing members to the underside of the roof framing members. Section N1104 (R404) Electrical Power and Lighting Systems MAT. MATERIAL .C. ROUND 11. MAXIMUM AXIAL COMPRESSION FORCES B THE TRUSS MEMBERS. EQ• EQUAL MAX. MAXIMUM S.C. SAWCUT 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. Z z The rough-framed opening shall be snot less than 22 inches by 30 inches (559 mm by 762 mm) and shall be located in a hallway or other readily N1104.1 (R404,1) Lighting and equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall ARCH. ARCHITECTURAL EQUIP EQUIPMENT SCHEM. SCHEMATIC , ® AT MDO MEDIUM DENSITY OVERLAY DRAfTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF AFLOOR-CEILING(ASSEMBLY, DRAFTSTOPS SHALL BE a g accessible location. Where located in a wall, the opening shall be not less than 22 inches wide by 30 inches high (559 mm wide by 762 mm high). be high-efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high-efficacy lamps. Exception: Low EXP. EXPANSION MECH. MECHANICAL SHLF SHELF INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT IXCEED 1,000 SQUARE FEET. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTrO APPROXIMATEL E U tri Z (o N co - a Y Q AL AREAS. Where the access is located in a ceiling, minimum unobstructed head-room in the attic space shall be 30 inches (762 mm) at some point above the voltage lighting. BD. BOARD EXT. EXTERIOR MIN. MINIMUM SHT. SHEET WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR-CEIUING ASSEMBLIES UNDER THE O O O O O Z H w access measured vertically from the bottom of ceiling framing members. See Section M1305.1.3 for access requirements where mechanical equipment is EE. EACH END SIM. SIMILAR FOLLOWING CIRCUMSTANCES: a7 V5 L7 ¢ L7 (O a- -'¢ � BLDG. BUILDING M.O. MASONRY OPENING S,S, STAINLESS STEEL FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED M MB R > > > W > > a located in attics. Section M1305 Appliance Access BM BEAM MATERIALS: DRAFTSTOPPING MATERIAL SHALL BE NOT LESS THAN 1 2 INCH GYPSUM BOARD, 3 8 INCH WOOD STRUCTURAL PANELS. w m m U M1305.1 Appliances access for inspection service, repair and replacement. Appliances shall be accessible for inspection, service, repair and replacement without BTM BO"FFOM F/C FLOOR COVERING CHANGE MIL. MEFAL SIL. STEEL / / I Section R902 Fire Classification removing permanent construction, other appliances, or any other piping or ducts not connected to the appliance being inspected, serviced, repaired or BLKG. BLOCKING STRUCT. STRUCTURAL F.D. FLOOR DRAIN N.I,C. NOT IN CONTRACT SUSPENSION fD R 902.1 Roofing covering materials. Roof shall be covered with materials as set forth in Sections R904 and R905. Class A, B or C roofing shall be installed in replaced. A level working space not less than 30 inches deep and 30 inches wide (762 mm by 762 mm) shall be provided in front of the control side to BRG. BEARING FDN. FOUNDATION NTS SUSP. urisdictions desi nated b law as req uirin their use or where the ed a of the roof is less than 3 feet 914 mm from a lot line. Class A, B and C service an a Mance. BRK ' 'BRICK ( ) NOT TO SCALE SGD SLIDING GLASS DOOR TYPICAL ROOF & FLOOR TRUSS NOTES: o i j g y I g g ( ) PP FLR. FLOOR r I roofing required by this section to be listed shall be tested in accordance with UL 790 or STM E 108, M1305.1.3 Appliances in attics. Attics containing appliances shall be provided with an opening and a clear and unobstructed passageway large enough to allow removal BSMT BASEMENT FP FIREPLACE SQ. SQUARE # TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED o r o to mounted hatovoltaic aneis and modules installed on or above the roof coverin shall be of the lar est a liance but not less than 30 inches 762 mm hi h and 22 inches 559 mm wide and not more than 20 feet 6096 mm Ion measured CENTER LINE D•C• ON CENTER ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF METAL-PLATE-CONNECTED WOOD TRUSSES SHALL w R 902.4 Rooftop mounted photovoltaic panels and modules. Ro f p p p g g pp ( ) 9 ( ) ( ) 9 rL F.R. FIRE RATED TB TOWEL BAR COMPLY WITH ANSI/TPI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. I tested, listed and identified with a file classification in accordance with UL 1703. Class A, B or C photovoltaic panels and modules shall be installed in along the centerline of the passageway from the opening to the appliance. C.M.U. ' CONCRETE MASONRY UNIT FRM FRAME OPER. OPERATOR T & G TONGUE AND GROVE # C.J. CONTROL JOINT OPNG. OPENING TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING ASSEMBLY TO � jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 feet (914 mm) from a lot line. M1307.3 Elevation of ignition source. Appliances having an ignition source shall be elevated such that the source of ignition is not less than 18 inches (457 mm) FT. FOOT / FEEF OPT. TGS TOP OF GRADE SLAB INSURE TIGHT FnNG JOINTS. I COL. COLUMN OPTIONAL r 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 wall assembly, above the floor in garages. FTG FOOTING TFW TOP OF FOUNDATION WALL * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS RESPOINSIBLE FOR THE MEANS AND �/ � R 905.1.2 An ice barrier water shield shall be installed er manufacturers specifications, to maintain product warranty. Carry down front of fascia, min 4" h' 1502 Clothes dryer duct maximum length not to exceed 35' from the connection to the transition duct and reduced 2-1/2 inches for every 45 degree bend and CONC. tCONCRETE GA O•S•B• ORIENTED STRAND BOARD TYP TYPICAL METHODS OF ERECTING THE TRUSSES. T4E CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE F- / P COND. CONDITION GAUGE OZ. OUNCE T TREAD Z W t ical. A I ice & water shield in fair weather when the air, roof deck and membrane are at temperatures of 40 degrees Fahrenheit or 5 feet for each 90 degree bend. Install booster fan for additional lengths. Clothes dryer exhaust system shall comply with code section M1502 listed and GALV. LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA BUILDING COMPONENT SAFELY INFORMATION (BCS() GUIDE TO GOOD PRACTICE FOR W YP PPY CONT. CONTINUOUS GALVANIZED hi her. Ice rotection re uirements per table R301,2(1). Install ice & water shield at all eaves, gable ends, hips & valleys. On roofs slopes less labeled in accordance with UL2158A. Exhaust duct size shall comply with code section M1506. G.C. GENERAL CONTRACTOR 1/R ONE ROD TR TOWEL' ROD HANDLING, INSTALLING & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. 2 U ' 9 P q CONST. , CONSTRUCTION 1 S ONE SHELF TRPL TRIPLE * TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A REGISTERED DESIGN PROFESSIONAL � 0 ' than 4:12, entire roof to receive ice & water shield. M 1506 Exhaust openings: A minimum clearance of S-0" is required between air exhaust terminations and openings into the building. GEN. GENERAL / CTSK. COUNTERSUNK * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY BRACING HAS O ® m I M1507.4 Minimum re uired local exhaust rates for one & two famil homes, , GYP. PC POURED CONCRETE R 905.2 Slope. Asphalt shingles shall I>e used only on roof slopes of two units vertical in 12 units horizontal (2:12) or greater. For roof q Y C.O. CASED OPENING GYPSUM U.N.O. UNLESS NOTED OTHERWISE BEEN DESIGNED AND INSTALLED FOR THE INSTILLATION OF THE TRUSSES. p Area to be exhausted: Kitchen = 100 cfm intermittent or 25 cfm continuous. CANT. CANTILEVER G•L• PBD. PARTICLE BOARD slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal ,(4:12), double GLUE LAM W w underlayment application is required in accordance with Section R905.1.1. Area to-be exhausted: Bathrooms/ toilet rooms= Mechanical exhaust capacity of 50 cfm intermittent or 20 cfm continuous. C.T. CERAMIC TILE HGT. HEIGHT, PL PLATE VERT. VERTICAL W v i R 905.2.5 Fasteners. Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 CLG. CEILING PNL. PANEL W w HDWR. HARDWARE V.I.F. VERIFY IN FIELD I a e 0.105 inch 3 mm shank with a minimum 3 8 inch diameter 9.5 mm head, corn I in with ASTM F 1667, of a len th to C.M. CROWN MOULD HORZ. HORIZONTAL,HORIZONTALLY PWD. PLYWOOD W WASHER WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: ❑ �,...� U o I 9 9 [ ( )] /� ( ) PY 9 9 G2415.7.1 (404.7.1) Piping through bored holes or notches. Where piping is installed through holes or notches in framing members and the piping is located less than 1. The mechanical systems shall be installed in accordance with chapters 12-24 of the 2015 IRC & 2016 NYSRC. Z I enetrate throw h the roofin materials and not less than % inch 19.1 mm into the roof sheathin Where the roof sheathin is 1 C.R. CHAR RAIL HR.WD. HARDWOOD PF. PREFABRICATED WD WITH P 9 9 ( ) 9• 9 1 /r inches (38 mm) from the framing member face to which wall, ceiling or floor membranes will be attached, the pipe shall be protected by shield plates, HR. HOUR PR. PAIR yyp, WOOD 2. The plumbing systems shall be installed in accordance with chapters 25-33 of the 2015 IRC & 2016 NYSRC. � less than % inch (19.1 mm) tihick, the fasteners shall penetrate through the sheathing. that cover the width of the i e and the framin member and that extend not less than 4 inches 51 mm to each side of the framin member. Where ' D ,DRYER (q _`? P P 9 ( ) 9 HDR. HEADER PROJ. PROJECT / PROJECTED yV,W,F• WELDED WIRE FABRIC 3. The electrical systems shall be installed in accordance with chapters 34-41 of the 2015 IRC & 2016 NYSRC. R 905.2.8.3 Sidewall flashing. Base flashing against a vertical sidewail shall be continuous or step flashing and shall be not less than 4 the framing member that the piping passes through is a bottom plate, bottom track, top plate or top track, the shield plates shall cover the framing PENNY HB HOSE BIB PSI POUNDS PER SQ. IN. WALKOUT 4, All general notes unless otherwise noted on plans or product s ecifications. W " inches 102 mm in het ht and 4 inches 102 mm in width and shall direct water awa from the vertical sidewall onto the roof member and extend not less than 4 inches 51 mm above the bottom framin member and not less than 4 inches 51 mm below the to framin DBL. DOUBLE WO OR W/0 P ❑ W �. ( ) 9 ( ) Y ( ) g ( ) P 9 ' I.D. INSIDE DIAMETER PSF POUNDS PER SQ.FT. VyNDVy WINDOW 5. All applicable state & local codes, ordinances and regulations if any. or into the gutter. Where siding is provided on the vertical sidewall onto the roof or into the gutter. Where siding is provided on member. DIA. DIAMETER INGR. IN GROUND P.T. PRESSURE TREATED 6. In areas where the drawin s da not'address methodolo the cont the vertical side wall, the vertical leg of the flashing shall be continuous under the siding. Where anchored masonry veneer is G2415.7.3 404.7.3 Shield lates, Shield lates shall be of steel material havin a thickness of not less than 0.0575 inch 1.463 mm No. 16 a e DIR. "DIRECTION 9 gy, ractor shall be bound to perform strict compliance with manufacturers specifications and / or ❑ �4 provided on the vertical sidewall, the base flashing shall be provided in accordance with this section and counterflashing shall be ( ) P p 9 ( } ( 9 9 ) DN DOWN INSUL. INSULATION QUAD. QUADRUPLE recommendations. rovided in accordance with Section R703.7.2.2. G2426.7.1 (502.7.1) Door swing. Appliances and equipment vent terminals shall be located such that doors cannot swing within 12 inches (305 mm) horizontally of DR INT. INTERIOR REQ'D REQUIRED 7. General contractors and subcontraciors to review these construction documents upon receipt from architect and report any and all discrepancies Includin an W = P the vent terminal. Door stops or closures shall not be installed to obtain this clearance. DOOR I.S. INSIDE CORNER REF. REFER TO REFERENCE dimensional conflicts, immediately to architect for corrective measures prior to construction. 9 Y � ( � � j R 905.2.8.5 Drip edge. A drip edge shall be provided at eaves and rake edges of shingle roofs. Adjacent segments of drip edge shall be DW DISH WASHER RMS. ROOMS F- Q./ c9 1 G2427.8 A mechanical draft venting system, excluding direct vent appliances, shall terminate not less than 4 feet below, 4 feet horizontally from or 1 foot above any JT. JOINT REINF. REINFORCING REINFORCED 8. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. F overlapped not less than 2 inches (51 mm). Drip edges shall extend not less than /4 inch (6.4 mm) below the roof sheathing DWG. .DRAWING door, operable window or gravity air inlet into any building. The bottom of the vent terminal shall be located not less than 12 inches above finished ground 9. The eneral notes and t (cal details a I throw haut the ob unless otherwise noted ar shown. >- and extend up back onto the roof deck not less tham 2 inches (51 mm). Drip edges shall be mechanically fastened to the roof level. KSI KIPS PER SQUARE INCH 9 YP PPY 9 1 (9 m deck at no more than 12 inches (305 mm) o.c. with fasteners as specified in Section R905.2.5. Underlayment shall be installed 10. DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the contractor, a discrepancy exists, the contractor shall Z over the drip edge along eave:; and under the drip evdge along rake edges. The vent terminal of a direct vent appliance with an input of 10,000 BTU per hour or less shall be located not less than 6 inches from any air opening _ -1 j promptly report it to the architect for proper adjustment before proceeding with the work. ¢ into the building. Such an appliance with an input over 10,000 BTU per hour but not over 50,000 BTU per hour shall be installed with a 9 inch vent Z 11, OMISSIONS: In the even certain feature of the construction are not fully shown on the drawings, their construction shall be of the same character as for similar (.D 0 Ir> I�`~� ,(n termination clearance. GRAPHIC S Y M B O L S -. I R 1001.1 Mason fire laces & chimne s to be constructed in accordance with Section R1001 and thea licable rovisions of Cha ters 3 conditions that are shown or noted elsewhere on the construction document set. ,.o - I rY P Y PP P P The vent terminal of a direct vent appliance with an input of over 50,000 BTU per hour shall be located not less than 12 inches from any air opening into U iand 4 of this code. the building. 12. All work is to be performed in a professional manner and in accordance with best practice and consistent with manufacturer's and suppliers recommended W w LE0 Rif-,•:`��r I i 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 installation procedures. ❑ i, �r �, STRUCTURAL CALC. REFERENCE _ than 3 feet above the highest point where the chimney passes through the roof. ® 13. The architect has not been retained to perform framing inspections and / or field inspection. The architect is therefore not responsible for any and all conflicts U r9 },dt , �s, c�"_ Section G2439 (614) Clothes Dryer Exhaust XX including weatherazation, water proofing and framin with res ect to the construction documents. f- ;<>rwr,, _ f G2439.1 614.1 Installation. Clothes d ers shill be exhausted in accordance with the manufacturer's instructions. Der exhaust s stems shall be Inde endent of all DETAIL REFERENCE 9 P ;` Section R1004 Factory-Built Fireplaces ( ) ry ry y P XX c� PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER ("REGULATIONS'"), 8 NYCRR 69.5, ENTITLED ¢ > >`21,�: '":�'`� �a Tr I other systems and shall convey the moisture and any products of combustion to the outside of the building. - FLOOR FINISH CHANGE " 2 I 1 p~°' {•. � O I R 1004.1 Factory built fireplaces shall be listed and labeled and shall be installed in accordance with the conditions of the listing. Factory "SEALS", AN ARCHITECT WHO SEALS "PLANS, SPECIFICATIONS AND REPORTS MUST PLACE A STAMPED WARNING ON THE SEALED DOCUMENT INDICATING THAT: IT IS A W ,X --_J ), .� G2439.4 (614.5) Dryer exhaust duct power ventilators. Domestic dryer exhaust duct power ventilators shall be listed and labeled to UL 705 for use in dryer exhaust 1` , built fireplaces shall be tested in accordance with UL 127. duct s stem. The d er exhaust duct ower ventilator shall be installed in accordance with the manufacturer's instructions. VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AND ITEM IN ANY WAY. Z R 10004.5 Gasketed fireplace doors. A gasketed fireplace door shall not be installed on a factory built fireplace except where the fireplace Y ry P O DOOR / HARDWARE TYPE 1- 1 _ � u , system has been specifically tested, listed and labeled for such use in accordance with UL 127. XX XX L`VI""V-�`�5� R 1006.1 Factory built or masonry fireplaces shall be equipped with an exterior air supply to ensure proper fuel combustion unless the room Section P2607 Waterproofing of Openings _ _ BUILDING SECTION ❑ - U is mechanically ventilated and controlled so that the indoor pressure is neutral or positive. See sections R1006.1.1- R1006.5. P2607.1 Pipes penetrating roofs. Where a pipe penetrates a roof, a flashing of lead, copper, galvanized steel or an approved elastomeric material shall be installed --_ in manner that prevents water entry into the building. Counterflashing into the opening of pipe serving as a vent terminal shall not reduce the required XX XX # - PARTITION TYPE I Energy Efficiency internal cross-sectional area of the vent pipe to less than the internal cross-sectional area of one pipe size smaller. 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 J®B NUMBER i cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 mz) throughout ® 1 6® 2 3 the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with numbers not less than 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam 111 thickness and installed R-value shall be listed on certification provided by the insulation installer. NIT 6 9 �' NIT 7® Q SHEET NUMBER U a MODEL D- 15 M®DEL l�- 2 W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WHEN NOT ALIGNED WITH RAFTER, 17) 66-2o z 24"MIN CONNECT KING 5TUD5 TO TOP PLATE ATTACH TO EACH PAIR ROOF FRAMING Z (fr1(/X 24"MN Gf Ofl'05fJb RAFTFI<5 WRAP I-I/4"X22 6A.GALV.COIL STRAP 2x& LL1 OVER TOP OF TOP PLATE AND NAIL CRIPPLE STUDS E ATTACH TO EACH PAN RATTERS ��RAFTER 2x AGQ LEDGER W/2-3/&"x5" LAG „ 8 ;4Of OPP05INE1 ROGP RAPTER, SEE PLAN BOLTS® I6" OG INTO STUDS DBL TOP PLATE Ib O.G. C a PIsW 2X BLOCKING a 51MP50N STRONG-TIE A35 ® EVERY RR AT 2 END BAYS 2X4 STUD WALL OR 67ABLE END TRUSS SIMPSON STRbNO SIMPSON STRar� _- CEILING J015T OR IN y�WBA � O � o a, � -TE HZ5 TE H6 51MPSON STRONG-TIE TR 65 BOTTOM GHORD- 51MP50N H2 CONNECTOR o EA. H cD 51MP50N STRONG-TIE lit 8D NAILS RIDS 5T{tMS 5HN 1_DE ATTAGtED TO EKIi PAN CF CW�IN6 RAFTERS ALTERNATE TO R106E STRAP: H3® =VERY RR RAFTER TO STUD AND KING5 C) j r c� Np• 8d NAILS NP. PUPTION RDS 6TW6 ORE NOT RECtURED WtEN CCLLAK TIES Or PROVIDE 2X4 COLLAR TIE AT POR USE YEN STUDS Atm la IN GON�INATION ONLY WHEN STUDS AND NCMNIL M OR 2X4 UJ�n ARE LOCATED IN THE�THIRD Of TIE UPPER THIRD OF THE ATTIG SPACE WHEN ALIGNED) � -� �N} 'RAFTM AL16H IRAFI�5 DO NOT ALI6N ATTIC SPACE APD ATTAM TO EACH PAN CF RAFTERS W/4-10d NALS W/4-10d AT EACH RAFTER) GAr22 STRAP E � y L5U26 FOR 2x6 RR EACH STUD,SEE _ L5U28 FOR 2x8,2x10,OR 2x12 DETAIL 4 ADER i' O Qo -T 11X1 M FRAMED OF G ❑ UTZ rn ti ao R WI OR ''� -- 51MP50N STRONG-TIE OR DOOR v �R I DC E 5T�RAP DETAIL / -RI DC E 5TRAP DETAIL 5I MP ® EVERY C STUDS 2x O.G. � ' (FOR CATH. GLG5 WITHOUT GOLLAR TIE5) / (WITH OR WITHOUT DOLLAR TIES) NO SPECIAL FT a 72x AGO LEDGER W/3/8"x5" LA6 CANNEGTOR5 REQ LOCATE AT EVERY RAFTER BOLT® Ib' OG INTO STUDS STRAPPING TO BE I-I/4 X 22 6A. avv� (2)N,T5, LOCATE AT // 3 N.T.S. IN THIS AREA 6IMPSM 6TRONb � S sTl� -TE� / 6ALV.,SEE DETAIL 4/191.ALL STRAPPING LTSTEw� WfR I1r SHMTH06 IS LW LOP r APR v // F'ORGH -ROOF SABLE END WALL TO BEAR A MIN.OF lo"ON FRAMING. 819 NAILS TVP. / FOR USE STUDS Al usE IN GOh�INATION Y WEN 5TUD5 AND STRAPP I NCC �OE�TA I L DETAIL T ATTIC ALIGN -RAFT;S DO NOT AL Z I O N,T5. I I N.TS. STRAPPING TO RUN ONTO RIM J015T,SEE O DETAIL q/DI(ONE STORY)OR ONTO STUD U ROD RTER HURR I GAME TIES AT WALL BELOW(TWO STORY) QPKT.,S_�- " LOCATED AT EVERY ROOF RAFTER " " \ ATTI G " °` o " 5TRAPP I NC DETAIL 0 ° P05T CAP aq-4, �2 FOR FRAME GONNEGTI ONS o ° U�ECCQ3-4 AT RSDS DI R.T.S. Ln 2ND FLOOR ^ ' 3 LS FROM Z C� // STRAP OR 4x)2x PROVIDE 3"XWb"X3"WASHER PLATE AT ALL ANCHOR BOLTS KING STUD INTO 4-1&1 FACE I HEADER ❑ (� C) / WTC4W 5EGURED BY WOOD 51LL PLATE5. GOLUMN P05T TOP ANGHOR PIR54ENT 51MP50N PAB OR 55 ANGHOR BOLT5 MAY BE U5ED IN LIEU OF �' 6W.NAILS THREADED ROD W/WA5HER PLATE. END LENGTH / N,TS. LOCATE AT EV�Y COLUMN/61RDM CONNECTION H/ U sTID PROVIDE 3"X6"X.036'6A V.STEEL PLATE IN Iti MIN 6-819 NAILS AT CORKERS AND INTERSECTING (4)NALS MN N i- NAILS WALL5. 3"XI2"X.036"6ALV.STEEL PLATE IN -� R"LENGTH (TVP) _ �� 12-SD NAILS AT AT BUTT JOINTS IN STRA16HT 5IMIP50N L5TAI2 STRAP W/ �' WALLS WHERE THERE 51NGLE PLATE OR HEADER 5-101?NAILS EACH END AT (�'� >-� �� l I REV 2X6 KING STUDS N O.N). EACH JACK 5TUD CUT LEN6TI1 \ / z 24'MINIMJM LAP SPLICE ONE AT 5PAN5 UP TO 6 FEET NAILS TWO FOR SPANS 6 TO 12 FEET -� �.- 50V A307 ROD THREADED b"BOTH END5. THREE FOR SPANS 12 To Ib FEET 2X6 JACK 5TUD5(UD.N): R " PRONE MN 7/ " " 12-160 MIN.NAILS ONE AT 5PA%<b' r ����/$: G BorrQM �E-DENT 3/4 AND i ROD AT 51MP50N STEEL STRONG WALL,SEE PLANS w W LENGTH IST FLOOR NAILS AT ALL SPLIGE5 TWO AT 5PAN5 FROM 6'TO 12' I- w U"MN SIMPSON POST BASE N „ „ „ UNLL559 THREE ANOTED 0 >THERWISE ON PLAN 2 X3/8 X3 WASHER PL W/NUT EACH SIDE (k)NAILS MN N I AB1144 OR ABUbb,SEE PLAN [] (4) �CG22 COIL STRAP I UPPER 5TORY 5HEAR EE (� 1 WALL TO GIRDER ALTERNATE ANCHOR BOLT DETAIL @ EXTERIOR HALL ❑ W FLOOR TO FLOOR T I E5 I ) BELOH GONNEGTION Q q I FOR 5ET BACK HALLS HDU HOLD-DOWN5 AND 5TRON6 WALL DOUBLE TOP WALL PLATE SPLICE DETAIL HEADER GONNEGTION N.T.S. LOCATED,AT EVERY 57W \ 1/2"0 HOOKED ANCHOR BOLT W/T" \ FOUNDATION MINIMUM 61BEDMENT OR EXPANSION I� N.TS. I� I� *N.T.5. Nps \ BOLT W/5'MINIMUM EMBEDMENT N.T.S. N.TS. ( COL STRAPS LI�<SWATNINS PROVIDE sd CCMM6N (OIC x 25"Lft)NAILS COL STRAPS OVOZ OwTh*PRINIDE-IOd I�hAi(JN(01 1 x V LM)MALS I \\ \ GOLUMN POST BOTTOM ANCHOR ` 010 ALLOWABLE HOLES - \ N.T.S. LOCATE AT EVERY COLWW 611RDER CONNECTION RAF pkim mom TO nAT V&LV�a< SD NAIL 0 b"OIG AT ALL PANEL EDGES /160 NAIL®24"0/G F' ` RR wFOLS c T�N 1619 NAIL®24"olG "0513 OR PLYWOOD LVL Headers and Beams w U 51MP50N HGP HIP 5�p FTER, 55HEATHING Mlcrollame LVL RV RZFTER INTERIOR 1 3E TlmberStrande and NOTE:WHERE 24°WIDE MINlMN1 FULL HEIGHT I (4)NAL5 MIN N CORNER TIE LSL hole zone Parallame PSL 2 x diameter of the %depth V jr LENGTH(TVP) hole zo largest hole(minimum) 0 � WALL RETURN 15 PROVIDED AT ENDS OF BRACED WALL LINE THE 800#HOLD"MAY I I° - n BE ELIMINATED. PROVIDE TWO(ONE AT EACH 1314'MINI k _ _ _ _ SIDE)65-22 STRAPS PER DETAIL 4 IN LIEU OF I 51 yON 5,WAyHER 'm(MN) SD NAIL ANE O/G _ - L5TA36 5TRAF5 SH"IN THE DETAIL. NAIL 5HEATHIN6 TO J I 5ILL PLATE W/8d 2X ACA 51H PLATE. DOUBLE ° a AT ALL PANEL EDGES EXTERIOR 1PITERIOR� dE - ; NAILS®4'0/G SILL AT FULL BASEMENTS o - � - - - - - I - - I 0 0 6Y, SUM BOARD o 0 0 i 15/8 DIA STEEL ANCHOR u Mlcrollame LVL and J 1"MINIMUM " - - - - - 819 NAIL 0 12'0/G AT ALL ,BfAT5 MAX.2'-8 O.G. Zx W"T VAILY a T EXfH D BOLTS MIN 1"INTO G5 42 COIL STRAP kK SALLA TO PA U MEMBERS NOT AT PANEL ED61 Parallam®PSL FDR WITH TIGHTENED NUT E -- allowed hole zone 31x 3"WASHER TO EAGH BOLT (2)2 x 6 ACQ SPoPaON LTPk PLATE NAILED TO -LSTA36 W/10-I0d NAILS #4 GONTINUA6 BAR PROVIDE TERMITE SHIELD 51LL 5LL PLATE SMSM OL 6110W 15/32"058 OR IN51DE CORNER OUT5IDE CORNER meddleY span " SEAT..AND MAINTAIN 8 MIN RIM OND SLL BATE®160/G AT FXAI RIFU MtK PLYWOOD 5HEATHIN6 - r LOCATED 2'TO b VA IV,&K tears, d 1 3E TlmberStrand® LSL allowed hole zone d r r INTO STUD ABOVE AND FROM WD TO FINISHED GRADE BELOW(2 EACH CORNER) FROM TOP of WALL w>L AS FR rAgF 5�wFCM PLAN VIEW PLAN VIEW iu r 6 � 7 (6 N Co NOTE: General Notes a N N N M � 7 N U Tall=21g8o# COIL STRAPS UNDER SHEATHING PROVIDE:8d COMMON(0.131 x 25"LONG)NAILS.COIL EXTERIOR WALL TOP o N Cl M 0 (D SEE FOUNDATION PLAN STRAPS OVER 5HEATHIN6 PROVIDE: IOd COMMON(0.131 x 3"LONG)NAILS. X / /V►1I'�� ��,IC�7 HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniformly loaded LAY-01�ER OR =e4Ls VALLEY EXTERIOR V 1� G- " N_" DEPTH HOLE SIZE headers and beams only. nd STORY CORNER GONNEGTOR5 TYPIGAL ANCHOR E30LT STUD TO RIM J015T TO GILL PLATE STRRAPP11NO DETAIL PLATE HIP GONNEGTION WALL FRAMING 4%" 1" • Round holes only -y p, 13/4" o No holes In cantilevers 1 C/ LOCATE AT EV1sRY STUD NIS. I� NTS Itg N,T,S, L�N,T,S, 7%4'to 20" 2" • No holes In headers or beams In plank orientation N.TS. LOCATED AT EVERY CORNIER N.TS. LOCATION A5 NOTED N,TS. See illustration for Allowed Hole Zone DO NOT cut,notch or drill holes in headers except as Z z indicated in illustrations and tables. (D a :60 Z a Z Z Z O Z Z Z N W A MINIMUM OF TWO BRACED WALL LINES(ML)AdRE�11RED IN EACH DIRECTION OF A BUILDING. 51-L'5%41 NOT BE SPACED STENPEP STRAP*V WAL SFEATIlM fl 13aDw cTT=AP Afp WpL-ONTHM46 rT O O O f- O O NOTE: ��I I NOTE: I I v, u� u� Q 5 5 g MORE THAN 60 Fr APART, WALLS WITHIN A&C SHALL NOT BE OFFSET BY MORE THAN 4 PEET PROM A OWL. BNL LOCATIONS ARE r0 TOP OF PONY WALL r Ike TO TOP OF PfAV1f MVALL f L� > > 0 W > > a ? INDICATED ON FLOOR PLANS 2 FT MAX PONY WALL MAY BE 2 FT MAX PONY WALL MAY BE N NALL 1J PTTIZ H0.DOtVN AT/h W5P DRAGFD A BRACED WALL PANEL(BWP)WALL BE61N WITHIN 10 FEET OF EACH END OF A BWL.. TIE DISTANCE BETAEEN ADJACENT PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER I � � � w � � m m U i IYALL EW PANELS(TYPE A) IDU AS REQUU EDSE5 OF BWP'S SHALL NOT BE 6RFATE2 THAN 2O FEET. THERE SHALL-BE A MINIMUM OF TWO BW ON EACH Bill EXCEPT AT M ®I AT MWO WNL PEALS G ANDD t° � WALLS<16 FEET LONG MAY HAVE ONE 48,OR LONGER BWP, OWPS AdZE TYPICALLY r,5-HSP SHEATHED BRACED WALL PANELS 3 I/2"WIDE LVL HEADER(SEE PLANT) o '0 1 S ICD NAILS AT DTTIZ (TYPE A)OR GYPSUM BOARD 6B(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS A5 NOTED ON PLAN WHERE BNP TYPES A l (v AND B Do NOT QUALIFY DUE TO MINIMUM LENGTH REQUIREMENTS OR ADDITIONAL GONTRIBUTIN6 LENGTH OF BNP IS REQUIRED. GONT1M10U5 TO OUTSIDE�aF PANLL 0 ® BHP TYPES ARE INDICATED ON FLOOR PLANS. * \\\ \ \ (� i ^ `- ®I i-3/8'm THREADED ROG G5-HSP GONTINUOU5LY 51-EATHED BRACED WALL PANELS(TYPE A)5HIALL MEET z z NOTE:NFERE 24"WIDE MINIMUM FTLL HEIGHT THE MINIMUM LEMS OF TABLEiW2.105. NAIL 7(y'MINIMUM KALI- CONTINUOUS IIV4"MIN DEEP HEADER TO CONTINUOUS IIV4"MIN DEEP 14EAVER TO Fes- OUTSIDE KIN6 STUD(SEE PLAN) 4 OUTSIDE KING STUD(SEE PLAIV 4 PANS..876E WALL RETURN 15 PROVIDED AT ENDS OF SHEATHING KITH 8d NAILS O 6"O/G O DOM)AND W010(FIELD)AND PRO'VIDE?X GS-115P BRACED WALL LINE THE 800# BLOCKING AT ALL 11,1111,11-SUPPORTED PANE.E VES. PROVIDE 600 POM HOL.DOM FASTEN J"SHEATHING TO HEADER W/ � FA5TEN i'%EATHINS TO HEADER W/ � Z HOLDOWN MAY BE ELIMINATED. PER DETAIL Iq OR 20 AT ENS OF BRACED WALL LINES THAT DO NOT HAVE 819 NAILS o 3'O/G IN EACH DIRECTION bo NAILS®3'O/G IN EACH DIRECTION N W j EITHER A24"MIWMLA"L FULL.HEIGHT WALL RET1A�V OR A 48"MINN4A°I BW�. SIMPSON LSTA24 STRAP ON BOTH SIDES AND 7D 51MP50N LSTA24 STRAP ON UNSHEATHED TRIM TOP OF PANE.A5 REQb ML' EACH OF HEADER TO JACK 5TUD W/16-IOD NAILS CO FACE W/16-I0D NAILS / E- D 1 TABLE 8602.10.5 MINIMUM LENGTH REQUIREMENTS OF 65-W5P z Z b-114"5195 5GRE45 Q � m CONTINUOU5LY SHEATHED BRACED WALL PANEL5 FASTEN TOP PLATE TO HEADER W/2 F- FASTEN TOP PLATE TO HEADER W/2 ,�� 1= J " " Z WALL MIN PANEL PORTAL BOTN 5 D> (4�5/Tw,PS PANEL) > W WALL AJAGENT CLEAR MINIMUM LENGTH OF )M EDGE ON ROWS of 16d NAILS®3 o/c ROWS OF Ibd MAILS o 3 0/G f/ v HEIGHT(FT) WIDTH 'L" FRC W w H f HEIGHT(FT} OPNG HEIGHT BRACED WALL PANEL LLL PANS SHALL HAVE A LENGTH'L°OF NOT PANEL SHALL HAVE A LENGTH'L'OF NOT 51MP50N GNW GOUPLtR NUT <64° 24' LESS TITAN Ib"FOR 8 FT WALL,18'FOR q LE55 THAN 16'FOR ONE STORY AND 24"FOR 8 25" [] = Q Pj 64'TO 80" 32' FT WALL,AND 20'FOR A 10 FT WALL SEE FIRST FLOOR OF TWO STORY APPLICATION. q 32" U :0 PLAN FOR ACTUAL LEN 97TH SEE PLAN FOR ACTUAL LENGTH 10 34" SPAN✓EL,VERIFY 15 PLUMB Z 501,TO qb" 36 X Y / (7 <64" � 21' GYPSUM BOARD "GB"BRACED WALL PANELS(TYPE B)SHALL� < � � II 38" 3/e"d ANCHOR BOLT OR q 64°TO 80" 30' 48'MINMUM IN LENGTH ON BOTH SIDES OF WALL PER TABLE X 12 42" NOTE:DETAIL APPLIE5 TO ° APHE51VE ANCHOR 80"TO qb" 41° 8602.105. 5t5✓tlRE)�'6Yh"�lA"1 BOAtRD WITH 6d COOLER NAILS" (2)JACK STUDS MIN.OR PER PLAN I- (2)JACK STUDS MIN.OR PER PLAN ~^�� 4 I BOAT ENDS OF HEADER Q I� C <b4' 30' AQI5'X I '6YP511ht BD NAILS OR Aq8'X Icy'AN1A A(d2 RINGED f 10 64"TO 80" 30' NAILS O"1'O/G(DOM)AND"f'O/G(IF 8-0). BLAC•HCIN6 15 NOT 80 TO qb 38 'REWRED AT UNSUPPORTED PANE-E06M WHEN PANELS ARE BLOGKIN6 AT PANEL ED6E5 BLOGKIN6 AT PANEL EDGES N ❑ j j INSTALLED HOWTONTALLY. PROVIDE 1101ST OR TRU55 OR FULL 7x/ I I CONTINUOUSLY SHEATHED Rbo2.Io.52 HEIGHT BLOCXING DIIREC,TLY ABOVE AND BELOW TYPE B KALLS. ONE JACK AND KIN6 STUDS ONE JACK AND ICING STUDS BLOCKING AT PANEL EDGE5 i "L° EQUAL TO ui Partial credit for panels 36' to 48"wide TYPICAL HOLDOHN DETAIL AT WOOD or > 12" J CD CD FASTEN 1/16"SNEATHIN5 TO EACH STUD / FASTEN 1/16"SHEATHING TO EACH STUD TWO KIN6 STUDS I STUCTURAL PANEL "CS-WSP" - TYPE A GYPSUM BOARD "GB" - TYPE B AND SILL IN SD COMMON NAIL-5 0 T,,O/G AND 51LL W/8D COMMON NAILS o 5"O/C c9 � m I 1 I VAMED FLOOR A R FASTEN 1Ab"SHEATHING TO STUD Z _ NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602 10 5 PORTAL DETAIL"A"ONLY APPLIES AND 5ILL W bd NAILS o 4"o/c, �� J N,TS. TO 2 FT TO IS FT WIDE OPENINGS 51MP50N HDI15 H5 IN D UE W/14-D STUD / 51MP50N W9 I HOEDOWN W/6-1/4 Z _ U TABLE 602.10.3(1)BRACING REQUIREMENTS BASED ON 140MPH TABLE 602.10.3(2)WIND ADJUSTMENT TO SCREWS IN DOLE3LE END STUD - 5195 SCREWS IF NO FLOOR ABOVE, HDI14 H1oLDorw W/to 1/4'5195 ! WIND SPEED,EXPOSURE$,30 FT MEAN,ROOF HEIGHT,10 FOOT REQUIRED LENGTH OF WALL BRACING. 2-I/2'�ANCHOR BOLT OR EXPANSION SGREWS IF FLOOR ABOVE. PANEL TO SIT DIRECTLY TI TOP OF U) BOLT WITH 13OLT3O PL WASHER CONCRETE FOUNDATION WALL / _�x SWP50N MV H61.Dt70M AT Cr-NlSP DRAGED NALL HEIGHTS,AND 2 BRACED WALL LINES ADJUSTMENT STORY CONDITION ADJUSTMENT OVER I/2"(P ANCHOR OR EXPANSION BOLT �� WALL END PANS Om A) CONT BASED ON SUPPORTING FACTOR #4 BAR DONT IN TOP OF CONGRETE CONCRETE #4 BAR CONT IN TOP OF CONCRETE 2-I/2'�ANCHOR OR EXPANSION BOLT '; (_> '( ®I AT DRACED WALL DETAILS O ALA P. STORY BWL 5PAGIN6 METHOD GB #3 TIE r- S ' ® 5HEATHIN6 EXPOSURE GATE6ORY ONE STORY G 1.2 FOUNDATION FOUNDATION _ FOUNDATION ) !�/ " 13-0 NOLs AT Drriz TOP l0' 2S' 5.5' EXPOSURE CATEGORY ONE STORY D 15 s #4 BAR CANT IN TOP AND 1301TOM 'I V1 e { q IT; I i ® EXPO5URE GATE60RY TWO STORY G 1.3 PAB5 18 ANCHOR BOLT OR/e'TMREADED OF CONCRETE FOIUNDA11ON SIMPSON 5137/8X24 OR PABT-18 ANCHOR � I ® TOP 20' 5.0' 10.0' EXTEND WALL SHEATHING ODER RIM J015T PAB5-18 ANGHOR BOLT OR/a THREADED / EXPO5URE GATE60RY TWO STORY D 1 b ROD W1 WA514ER PLATE,SEE DETAIL 15/191 s " € E30LT OR Ye" THREADED ROD, LIJ c SEE:DETAIL 15/DI OVER ROD W/WASF�F'L.ATE,SEE DETAIL 15/191 +� ® TOP 30' -Id 14.5' ROOF EAVE TO RIDGE ROOF ONLY 15 FT 1.3 PANEL EPOE FRAMED + _ ROOF EAVE TO RIDGE ROOF ONLY 20 FT I.6 WALL PORTAL DETAIL"B"ONLY APPLIES TO b FT TO I8 FT WIDE OPENIN65. w i FLOOR PANEL HAS GONTT218UTING LENGTH OF 48'TOWARDS R602.10.3(U MINIMUM LENGTH WALL TO BE USED ON FIRST FLOOR APPLICATION ONLY.PANEL RIAS Slhffx.AN STRON6-WALE REQUIRES ENGINEERED DC516N TO TOP 40' 9.0' 18.5' ROOF EAVE TO RIDGE ROOF+I FLOOR 15 FT 1.15 \ REQUIREMENTS FOR BRACED WALL PANELS AT BRACED WALL LINES. WALL TO BE GONTRIBUrIN6 LENGTH OF 48"TONAR05 R6o2103(U MINIMUM LE:NeTH ❑ ROOF EAVE TO RIDGE ROOF+I FLOOR 20 FT 1.3 `\ TO DETERMINE PANEL 51ZE AW ANCHOR BOLTS FOR i LEE ON FIRST FLOOR APPLICATION O LY, RE(WIREMENT5 FOR BRAGED WALL PANEE5 AT BRACED WALL LINES. ACTUAL HIORIZONTAL DE516H WIND LOAD AND CONDITION TOP 50 11.0 23.0 ROOF EAVE TO R106E ROOF+2 FLOOR 15 FT 1.1 ROOF EAVE TO RIDGE ROOF+2 FLOOR 20 F T NP TOP 60' 13.0' 21.5' JOB NUMBER I WALL HEIGHT ANY STORY 8 FT OA CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL llABWll SIMPSON STRONG WALL I I 3/BWO ANCHOR BOLT OR BOTTOM OF 2 10' 5.0' 10.5' WALL HEIGHT ANY STORY q FT O.qS „ „ �� II DETAIL - TYPE E DEL - TYPE F ADHESIVE ANCHOR WALL HEIGHT ANY STORY NFT LG�5 C FRAME CS-PF DETAIL - TYPE C D PFH DETAIL - TYPE D E (j)_NOT�_IscALE 2016023 BOTTOM OF 2 20' 11.0' 19.0' WALL HEIGHT ANY STORY 12 FT I•I, NOT TO SCALE PER FIGURE R602 10 6.3 NOT TO SCALE PER FIGURE R602 10 6.2 NOT TAI PER FIGURE R602 10.6.1 PER ENGINEERED METHOD W HHEI R OF BWL PER PLAN DIRECTION AT STORY 3 1.3 BOTTOM OF 2 30' 13.0' 21.5' Q SHEET NUMBER HLM1BCiZ OF BWI.PER PLAN DIRECTION AT STORY 4 1.45 BOTTOM OF 2 40' 11.0' 3(9.0' H)MBER OF BKPER PLAN DIRECTION AT 5TORY 5 OR MORE I.& HOLDONN DETAIL AT SLAB BOTTOM OF 2 50' 21.0' 44,0' APPLIES TO ME�OID G5-W5P ONLTED FROM Y FADE OF BNP 1.4 (_21 B RAC E D WALL PAN E L D ETAI LS z 20 N,TS. BOTTOM OF 2 60' 25.0' 52.5' GYP BD FASTENING ANY STORY 4"O/G O."1 UNIT 6 9 (MODEL D- 15 ) UNIT 70 (MODEL B- 2 ) z APPLIES TO METHOD 613 ONLY D 1 NOT TO SCALE W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED EXTERIOR WALL: HARDI-PLANK CLAP A B Z NG HATCHED Ai•�A B2-5 D-5 LLI BOARD SIDI TYVEK OR EQUAL 7'-0" INDICATES LOCATION HIP WIDTH 1/2"SHEATHING OF FIRE RATED ROOF 4 4'-0" 4'-0" U U DONT.2 x4 BLOCKING 2x4 STUD WALL Ib O.G. WALL SHEATHING,4'-O" (NO VENTING) (NO VENTING) FROM GENTEZ OF O U _5 2"x4"OUTRI66ER5® Ib"O.G. 2 CONT.ALUM.FLASHING W/ RI 6E5 TO ALIGN RID6E5 TO AL16N 6"AZEK RIDGES TO AL16N FIREWALL-EACH SIDE I � �-' q DRIP(DOLOR TO MATCH TRIM BOARD RIDGE VENT H d o -FRAMED SOFFIT 2 WOOD TRIM) VT RIDGE VENT O o f° � � 5/4"x8"TRIM � - _ ' .f ',,/,r %/ ', � . .� �• � �- •� - - - .. U .� L 2 /_ / /t / r 6"AZEK TRIM BOARD p `� } �., i / r ii TYPICAL ROOFING: � . 12 � , • , _ .,. _ f , , _ ,��� �, , .. _ .✓ , -- EUNDERLAYM NLT 5 � - ;� ARCHITECTURALF ' z GUTTERS # LEADERS q I— - '—"- `�j 15 Z 5/8 PLYWOO Q co•- rn I x 8 AZEK RAKE BD W/. D SHEATHING ALL GUTTERS S LEADERS SHALL BE BAKED - l O ch WHITE ALUMINUM .032" MIN.6ALK GUTTERS _' I"x 3" AZEK TRIM(TYPa /t', �,i/ - r% ;r/ i r: 1 IIII I_ U %/, / `� /'r 12 y I ( I , 12 1"x S"AZEK RAKE BD o �, �r I"x12"AZEK TRIM RELATED 4 REQUIRED AGGE55ORIE5. LEADERS t II 12- WINDOW HARC7IPLANK HORIZONTAL` / ' / 10.5 SHALL 5"5EAMLE55,O.G.STYLE W/ALL � _ ❑ i�'/// . ,/ I I 10.5 I„x 3„ V OGD r/ DENTIL BLOCK#DTLB5x4xl , --- SHALL BE MIN.2"x3",.027"GAUGE W/CLIPS -• _,_. -- -- / I• I) •I I I EK TRIM(TYP) ~ r BY"FYPON"OR EQUAL SID _ -- —I ' CLAP INC i/ ANCHORS. CAULK 4 SEAL ALL JOINTS. PITCH - -- '---- --- - /r'`�'f%t i�•-//� /// �,"�, ' � 12 ” I ' I I ' I (I I;�1 � 5/4"xb"AZEK TRIM GUTTERS MIN. I/8/FT.PROVIDE P.V.G. - -- . I ! I ) ( I (� RECEPTORS 8" ABOVE GRADE TO RECEIVE \ ;/ a — / f / 1 F. LEADERS(CLOSED GAP DESIGN). \ 12 - - ; ' // r I �� � I ; I � I /%F / .. F TVP.EXTERIOR WALL: �......�..� -_ </, ' ��', ',' �--�I �\11\- 15 - HI I BLIND I i .I I ' \ /i I I I i I 'I ' 6 6H L 1 HARD-PLANK SHINGLE r 2 12 244b -- // '�//i'' -/", /// ' I, , ( I I j I i FLASHING ( TYVEK OR EQUAL �',', "/ I' ! 12"SHEATHING _'I AZEK SHEETING _ \ _:. /' 1 X11%' %/ /t;� // _, (_ I -�- --I -I I- I I I I 6 NDE f II 2x4 STUD WALL Ib"O.G. o ,,. i . , - bll HIGH BLIND - - •- (% %/7 ', /f/� /// ---=-._T_'- _ ---T_-- '�� _ _:__ --- _ -- - --- - _i--1_ _ -- -_ - - _- - - - ---- , -, -- -- O.H. /. '' - ZO �t / 12 OH FLASHING / t — DETAIL (�2 BLE U DINING AREA BEDRM#2 p ; ' // %"i:�%%` % ✓/ i/ � _ 10/qll AZEK' 1- j I i _ - - END WALL LINE OF_ I t PLATE HT. - = -- / r%.; ,/ " 'r r, - : - - �- PLATE HT /f //,'' l//' 0 , I I-o -- _ ___-- - - - - - .. , - , , R BD. �, 12 � il CLOSET I-0 OH - OH GARAGE _ _ ..IXB FRi1B�y / / BEDROOM #2 O _jk PLATE HT. - / / - PLT HT 2 0 12 LINE OF ROOF , , - / - o H I-0 0 L17 I I , I , r-t - i � f_ I � TRU55 BEYONDORT -- -- I I I I I I . •I _�. I1 - (3) 2x8 P.T. 61RDER ~ - 7171 V� 0 10 AZEK i - / / _ BEYOND FRIEZE BD. AZEK ❑ _ I Ixl2 AZEK ' - i'i%' jl i'1 - I TRIM BOAIRD o W 1x8 FASCIA BOARD TRIM `'� I' ALL 51DE5 --I - - COLUMN® COVE i _ � __ PORCH BEYOND i - / IT 5IMP5ON LU528-3 FACE FIN. 15T FLOOR r / i �- ' -- : I !' = ELEV.+0'-0" . .... - - i � / , _ -If. , - ' I-, I , • , FIRST PIOOR MOUNT HANGER ' rr u N — — — — — — — — — - - - - - - - - - - - J— / / - _ - - - - - - �� (3) 2x12 P.T. GIRDER BEYOND a� ��- + { Ix AZEK TRIM BOARD OVER I I ( I SOFFIT I I " EXTERIOR:::j HARDIPLANK 5HIN6LE 51DIN6 I p r l 1'-0" I I I I I INDICATES LOCATION I"X6" TRIM I TRIM ALL 61RDER5(TTP,) I I -TYVEK OR EQUAL I m It iuj Mtii oH' I I I I I I OF FIRE RATED ROOF Q ALL SIDES I 51DE5 I -1/16"05B 5HEATHIN6 51MP50N BG -3/b POST WALL SHEATHING,4'-O" -2x6 WOOD STUDS® 16'O.G. ❑ w GAP ANCHOR o I I I I I I FROM CENTER OF I I -6" R-Iq BATTS 10 SQUARE HB$6 PERMA CAST I ( I I I I FIREWALL-EACH 51DE I I o $ COLUMN #46382 W/SQUARE a FLAT GAP It BASE (OR EQUAL) - I I I I I I I I I U I 411 2' 0'1 i o CORNER COLUMN TO BE I I I I I I I 6 PROVIDED W/SPLIT KIT I ( I I I I I i BASEMENT BASEL,IENT — — - -�_ _ — I I - - - - - - - - - - - - - - - - -I bxbP.T. PO5TWITHSIMP5ON - -1 - - - -� - - - - - - - - - - - - - - - - - L� - - - - - - - - - - - - - - - - - - - - - - -�- - - - - - - - - - - - - - - - - - - - - - - - - - - - -I I T.O. S,LAB F- ABUbbP05TBA5E (TYP - ALL L - -I- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I-�- - - - - — — — — — — — — — — — — — — — — — — — — — —� — — — — — — — —1— — — — — — — — — — — — — — — — — — U) r , COLUMNS) Z UNIT 70 'i 2 HR SEPERATION UNIT 69 (15 ' PORCH) W WALL PER UL#33b Z) TVP. REAR COV. I'®RCI DETAIL ( B-2 (MAGNOLIA) B2 5 DB5 MODEL D (LINDEN , FONT ELEVATION 0 3/4"=1'41P-11 f I - 3 2 HR SEPERATION i I B WALL PER UL#336 A D-5 B2-5 - 4'-0" 4'-0" TYPICAL ROOFING: 6ABLE END LOUVER BY (NO VENTING) (NO VENTING) "FYPON" #LVI2x24 ARCHITECTURAL 5HIN6LE5 15# RID6E5 TO AL16N ( FELT UNDERLAYMENT00 5/S" PLYWOOD SHEATHIN6 M o r ~ `° RIDGE PENT RIDGE VENT r N r Q N N N M f� ui CV CV ('o co CO r HARDIPLANK i I llx 8"AZEK RAKE BD W/ -I HORIZONTAL CLAP lllx 3"AZEK I _ / %j - 510INC / z b AZEK TRIM BOARD • !2 // /, g a 12 tq I I - FLUSH ROOFS �f/ r / _ z N I � /%'/ //� z z z o ' 0 0 0 - o o t w 3 12 I IIx.811 AZEK RAKE BD W/ vj U5 55 a g cn q I"x 3"AZEK TRIM(TYP.) - - fq /' / � %' / /� // I2 W W W — — — — LINE OF GABLE - / 1 / � wwI obZ) , END WALL i' l I I I, �12rtI /j/ = -. _ .. I` 1 ( I I x 1 l �;-- - ; � ,fl , I ... p� � � /'/ f : / b"DIAD.AZEK N III I /!/ I // TRIM BOARD II •_ bli HIGH BLIND FFASGrIAS �' /i, � a r TRAY GEIL.BEYOND I- �' / // / / j_ f -- --- 12 / � —\ 1- 6" HIGH BLIND N I 1 // / /, _I.1 --' ( ! jf� i,,/ %, FLASHING Ix8 FASCIA BD.—�` �,' 1 f T.._. r _ - - - - D j// - G - - - - - - - - --- - — I I I i � � ` ALIGN _ _ ' _T� _ - I '- %j / /� , j/ 2 1.1 FA IAS' - - - - - -- - - - f MASTER BEDROOM - - - - - -- - - - -- - - - - - -' - - � %M _ _ _ C� _ / � GREAT ROOM 2015 I RG R312.2.1 � PLT HT I / rAfl nu PLATE HT. IN DWELLING UNITS,WHERE THE TOP OF THE 51LL OF AN 2 U - - 11 Olf -tl ;-- 1--;-�---- ';- - I-0 A13OVETHE FI BASHED FLOIOR AND 6REATER THAN 12"ABO m / 2015 IRC 62427.8 503,8 71"i_ --- (---� --x-I-- -I-( O.H.F -- I I- j j I - ' I • - I OH I THENVEN�TERMINAL OF ARDIREGT IVENT AOPPLA�E WITN AN THE SHED GRADE OR OTHER SURFACE BELOW ON THE O I I `_ _ - D , , , , BE EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHALL 52-I TU COMPLY WITH ONE OF THE FOLLOWING: p w INPUT OF IOp0O B HOUR-(3KW)OR LE55 SHALL 1 • ( D I I I I D LOCATED AT LEAS M ANY AIR OPENIN6 INTO A a Ib OPENIN65 THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE v o I"XS"AZEK , , , BUILDING,AND SUCH AN APPLIANCE WITH AN INPUT OVER IOpoO TO PA5 HROU6H THE OPENING IN ITS LAR6E5T OPENED � FRIEZE BD. I ( I I j ( I - tF1 I I BTU PER HOUR BUT NOT OVER 50000 BTU PER HOUR SHALL BE 5 T O 8"6 E WIDTH /'/ / G / I i i POSITION. q LL-L-1-1 __ I6 Bl,ml�, TH ; ; INSTALLED WITH A q INCH VENT TERMINATION CLEARANCE AND fn -' fl AN APPLIANCE WITH AN INPUT OVER 50,000 BTU PER HOUR c FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 2OgO ` (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO p W v SHALL HAVE AT LEAST A 12 INCH VENT TERMINATION _I /II AZEK TRIM I - - I I I I / - o o , , , ; ; = RELEASE THE GONTROL DEVICE ALLOWING THE WINDOW TO I� I V _ = CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND THE AIR r T , BOARD ALL I , I � - I I ! I i I I / - FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING ❑ h+i - / - o --- o i , , INTAKE SHALL BE LOCATED AT LEAST 12" ABOVE GRADE. I i i , AREA OF THE WINDOW UNIT TO LE55 THAN 5.1 SQUARE FEET. " EK TRIM iii ALL 51DE5 _ i , I I ( 'Y z 00 I II / ZZIz w FIRST FLOOR _ oi �_I '� , moi ', _ �- , , _ FIN. 15T FLOOR Q ' •— I II II II I I �__ ,I 12 SQUA Bd6 PERMA GAST I I I I I� �'- ��II I I I W COLUMN ARE FLAT GAP „ IIII II IIII I bxb P.T.POST WITH SIMP50N TRIM f� BASE (O EdUAL) - CORNER I 6x6 P.T. POST W/51MP5ON I X6 AZEK ( 1111 II IIII I I I BG52-3/6 POST GAP ANCHOR ff U ALL SIDE I B-52-3/6 POST GAP ANCHOR TRIM BOARD I IIII II IIII I I .,- l) I I I COLUMN Ifo IJiE PROVIDED Wl I I I III 5IMP50N ABI POST BASE(TYP- EG 55 I I I SPLIT KIT I 151MP5ON ABUbbZ POST ALL SIDES I I Iii It6RE55 ii11 I I ALL COLUMNS) WIN OW� I I I I I BASE W/%8' DIA ADHE5IVE i j11 �^IINDOW Iljl I I I o W L---��--JJ ANCHOR(TYP ALL COLUMNS) _=_ ___�I I '� ('/ y LI--_------IJ I I q 10 SQUARE HB6 PERMA CAST I U \ ,` �u` } - - COLUMN #46382 W/SQUARE I q ( FDI FLAT GAP d BASE (OR EQUAL) I ❑ FDI I I I I I I - CORNER COLUMN TO BE --- I PROVIDED W/5PLIT KIT _ _ _ BASEMENT OB NUMBER ' BASEMENT_ - - - - - - - - - - - - - - T - - - - - -�—�— -� -r - - - - -- - - - - - - - - - - - - - - - -{— - - - - - - - - t - - - - - - - - - - - - - - - - -1 T.O. SLAB I T - -1- - -1 - - - - - - -1- - - - - - - - - - r -I _ _ _ _ _ _ _ _ _ _ � _ _ _ - - _ - _ - _ _ _ _ � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - 016023 { ' 12 HR SEPERATION w UNIT 69 ( 15 ' PORCH) B WALL PER UL#336 A UNIT 70' UNIT 69UNIT 7 0 CLUSTER = SHEET NUMBER REAR EV T �I DUET z D-5 B2-5 ELEVATION� 1101 `t MODEL D (LINDEN) B-2 (MAGNOLIA) ' ,/4a = ,,-0111B- 2 ) 0B 2 �.(MODEL D 15 ) (MODEL ELEVATIONS1 W p COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED A W D-5 INSTALL ICE 4 WATER SHIELD o U RIDGES TO ALIGN PER MANUFACTURER'S U � MAINTAIN5PEGIFIGATION5 TO _ TINUOUS ABOVE RIDGE VENT PRODUCT WARRANTY U 6 R 19 BATT5 O G N ❑ � u� -- - -- - I"AZEK SHEETING NOTE: - Z - IN O �I IA pL I-0 - . : IN6 F- v - GABLE : _ _ - - PECK AND MEMBRANE GOVT BLIND FLASH �-: ---- OOF D U i� . "-- - - -_: = = -- � - -- - - - - - END _ J B E FAIR WEATHER WHEN THE AIR, END __. _ ___ I .•. -- -- O.H.pH ARE AT TEMPERATURES OF 2"x 6" NAILER A8 '' ❑ cV LINE OF GABLE -- - - _ O.H. _ _ r •� 40°F(5°G) OR HIGHC-R. L L N END WALL = T T 5 z I DIA X b"L BOLT f , I. , BO TO 5TU � U � -- uj ___ O t.. in o crn 12 ,12 END HALL I - - / ❑ cY' G71ABLE m., -T - - - -----N... - .. --.t. - --_ - - - _ RR I 2"x b�t �� I I END _ • 1 - Kx.: r , O.H. - - - -- _.. -- - -- - ----_-- a C -30) BATTS x l R a : 2"x 4 SOFFIT BM5 I - - - ! X16°oc I I WINDOW HEADER PER PLAN !: I I I ) I Xa AZEK I I I' FRIEZE BD. - - I I I I I I I iI ! I I I I I t 6"HIGH'S IN_D I 12 i I I : I I :I ! l •� I I ' �I j I •I:: ' -� � I-I I � - ,! ' _ I '• - I !- I I I I l _ . ..': -_ . _ L 1 I .I FLA51IN6I G- - I I !TRlf�f BOA MASTER BEDROOM 1 51 = - -- •C` - PLT HT r` I . i h I I I I 1 ! I - G 1 1-- --------I ( - TRANSOM WINDOW I - � - - ! ! ,_, 1� _ ',_! ,iI, _ Ii• ! ,_ BEDROOM #2 ----- ------ - _ PLT HT I_p --------- I'! i -- 1-0 BEDROOM #2 F- I � � - O.H. ! I I ! O.H. I ( - d'E RETURN � l�; I _ I I ( _1 - I I ( I '' - '-_I _ I i � ;( I ;I - - -1 ( - --- ---- - -- - - - I -- --- -- -- -- - - 2 xb ® Ib OG FOR SEAT I lo' i C 1 I ! I L I 11 I l.: I: I' f � � U I I - I : II . I I - I I - ! - - - I I i 1 ( ! ! SHUTTERS YJ/ Q 111 _ PVG .1 TH cL GLO5ED CELL SPRAY FOAM ULn - I � - L L_. �- . :' z OF SHUTTER TO BE o DOUBLE-HUNG WINDOW I I INSULATION TO COMPLETELY I- °© HALF WIDTH OF = I I FILL SEAT CAVITY O M (; (2)2°xa°® END w/A�5 t z Luo WINDOW(TVP) C) -I - ----! - I-- i -1 I _ ---- i. 1 I _ -'-'---'__--'1-- -� SIMPSoN CONNECTOR ❑ = - ! I I I I` 5IMP'50N H2-5A GONNEGTOR5 1 BD -I:-- I I I I - ! - -- I, - I"x2.1 I I 1 - - •- ! - - • ' - - ' AZEK TRIM !- 1 ! I I � 1 ( C I � I I I I ( I ,I - ,I I W GYP BD FIRST FLOOR I I - - - - - - - — ! ! ( j I _ I FIR5T FLOOR 4-, _ i I ! = 3/4" T46 05B SUBFLOOR- GLUED 8 SCREWED-RUN `' CONTINUOUS BETWEEN PLATES F-I ' -f/I6" 05B SHEATHING I I� AT EXTERIOR WALL LINE OF FOYER BEYOND I"X4" AZEK LINE OF GREAT I-6 TRIM BOARD ROOM BEYOND ., 2X12'FLOOR W � W ALL SIDES — _ — .IOI5T5® 16"0G. � �- - - - - -• FIRST FLOOR LINE- ot _ _ _ _ ❑ ❑ w : .. UNFIN15HED j I " + 4. I � ' BASEMENT— — r — — — — - - BASEMENT Bf�S�MENT U T.O. SLAB - - — I — — - - — — — — T.O. SLAB I ! 619RICHT ENI ELEVATION UNIT _ , „ 2 _ _ _ _ _ _ _ _ _ _ _ �� z c� A I/4 - I-O FD-I (R-I3)GL05ED DELL SPRAY FOAM INSUL 2 D-5 ALONG INSIDE FACE OF FND.WALLS-FULL HT D MO-l' I'l (LINDEN) OR DRAPED BLANKET INaULATION U O I B2-5 BEDROOM #2 BAY DE�'AIL RIDGES TO ALIGN j RIDGE VENT 12 LINE OF ROOF— f I I r W r r h BEYOND®MASTER / r _ A5.14ALT ROOF 5HIN6LE5 BEDROOM � N RIDGE VENT \ I'-0" Q N N N CM Ih � `— ui - � (V (V M co CO r Y OH PLYHOOD 5HEATHIN6 INSTALL ICE I$ WATER SHIELD SPECIFICATIONS TO MAINTAIN - - / _ L1NE 611 PER MANUFACTURER'S _ PRODUCT WARRANTY OF GARAGE OII 15#ROOFING FELT PAPER ' co z C RIDGE VENT 12 ROOF BEYOND 4 z 1 y. ..� _ NOTE: - 12 12 INSTALL TGE d WATER 51+IELD PER iri z a a APPLY TGE WATER SHIELD IN t 6 t I I MANUrAGTURERS SPECS.TO O ROOF FRAMING o 0 z 0 0 o z H w j FAIR WEATHER WHEN THE AIR, -- - _ r 12 _ _ ROOF DECK AND MEMBRANE r � �� Gr ± 5 _ ARE AT TEMPERATURES OF EXPOSED LOW GDR RID6E VENT cAARRYI�o> FRONTrrSGIA- ' a Q MIN 4'TYPICAL ® W � Lu w w w 05 m U 40°F(50c)OR HIGHER. - _ 2015 IRC- 6242 f.8 (503.8) \ � VENTING SYSTEM TERMINATION LOCATION: 0.40 ALUMINUM DRIP EDGE �= - FLUSH ROOFS- Ixa FASCIA BD+ 2 OH GAP N THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH o 8 AZEK AN INPUT OF 10,000 BTU PER HOUR OKA,) OR LE55 SHALL GUTTER ! ALIGN FASCIASFRIEZE BD. - _:_ BE LOCATED AT LEAST 6"FROM ANY AIR OPENING INTO A N GREAT ROOM _ _ — - - BUILDING,AND SUCH AN APPLIANCE WITH AN INPUT OVER I BEDRM#2 BATH#2 I_p _ _ 10,000 BTU PER HOUR BUT NOT OVER 50,000 BTU PER PLATE HT. cicul - - — In{IMI PLATE HT. OH �' PLATE HT. HOUR SHALL BE INSTALLED WITH A 9 INCH VENT TERMINATION CLEARANCE,AND AN APPLIANCE WITH AN = I'-4' I -- - - "AZEK INPUT OVER 50,000 BTU PER HOUR SHALL HAVE AT LEAST ZLLiL -- --- -- i I I I I'-0' MOF 0W j i I i Uri FRIEZE BD. A 12 INCH VENT TERMINATfON CLEARANCE.THE BOTT \ v THE VENT TERMINAL AND THE AIR INTAKE SHALL BE 0 I I I I 2-p LOCATED AT LEAST 12"ABOVE GRADE. �' y I I I I I I I I I I a NorEt \ > I� cii I 10" SQUARE HB46 DERMA - - F i i i RI L TER SHIELD IN \ w i 82-I i CAST COLUMN #463b2 Wl "----- I I , I I I �T\ / - i - - - -. - - E HARDIPLANK SHINGLE SIDING o APPLY TGE 4 WA W I _ ° SQUARE FLAT GAP I; - -TYVEK OR EQUAL 2015 IRG- R312.2.1 Fy HEATHER I ,ROOF DECK AND z U I , - - - I I I ° -7/16"05B 5HEATHIN6 IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN MEMBRANE ARE AT 0 4 BASE (OR EQUAL) - I o I I I I $ �- -2x6 WOOD 5TUD5 @ 16"O.G. OPERABLE WINDOW OPENING 15 LOCATED LE55 THAN 24" TEMPERATURES OF 40°F WIG)OR U) I CORNER COLUMN TO BEFrTT I I III I o -6"R-21 BATIS ABOVE THE FINISHED FLOOR AND GREATER THAN 72° Him I PROVIDED W/5PLIT KIT I I I 1 ❑ w - _ - _--_ _ -- _ - I I i ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW f I ON THE EXTERIOR OF THE BUILDING,THE OPERABLE _ . I I I I - - I I FA5GIA BOARD "AZEK SOFFIT ❑ ! : I I I _..--_-- - - _ I I WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: BOARD W/2"CONT. OPENIN65 THAT WILL NOT ALLOW A 4 INCH DIAMETER VENTING OR VENTED = FIN. 15T FLOOR I i I _ _ ^I_ - _ _ -- - --_ _ _ -- I i I _ _ FIN. 1ST FL_00 ELEV. +0-o" - - - - ELEV.+O'-0" SPHERE TO PA55 THROUGH THE OPENING IN ITS LARH5T VINYL SOFFIT w C I OPENED POSITION. �• � _ _ _ - - FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F20qm j bxb P.T.P05T WITH I I 10 50UARE 141346 PERMA I WALL® GARAGE (THE DETAIL Z ZPOST GRP ANCHOR SQUARE FLA GAP (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION z Q/'/'' o � Q 0 I I I 51MP50N BG52-3/b I I GA5T COLUMN #40,52 Wl I I BEYOND OF UNIT 63 Z �, TO RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW I I T I I TO FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR sa ,; WALL® GARAGE 51MP50N ABUbb BASE (ORE AL) - HALL® GARAGE OPENING AREA OF THE WINDOW UNIT TO LESS THAN 5.7 " ' " '°/ `~w $;°i 7 I BEYOND I I I I P05T BASE(TYP- I I I I BEYOND SCALE: 1 1/2 = 1 -0 2 - iml SIJ r�, ✓FDI I I I I I ALL COLUMNS) I I CORNER GOL MN TO BEIIo SQUARE FEET. ' "o PROVIDED SPLIT KIT c v Vit, I I I I I o X61 ° BA5EMENT _ _ _ _ _ _ _ _ _ _ BA5EMENT ! , I - - - - - - - - - - - - T - - - -�_ - - - - - - ,1 - - - - - - - ,- - - - - - - - - - - - - - - - - - - - - - LT - - - - - - - - - - 4'- - - - - - -I, I - - _� - - ❑ - - -- - - L — — — — — — — — — — — — -1 — — — — — — L- — — — — — — — 1— — — — — — — — —1— — — — — — — — — — — — — — — — — — — — — —' I — — — — — — — — — — — — — — — — — -- — — — — — — -L — — — — — — — — — -- • I I OB NUMBER LEFT END ELEVATION UNIT 70 � _ w 2016023 1/4 D 132-5 UNITS 69 MODEL D- 15 DUET CLUSTERSHEETNUMBER B - 2 (MAGNOLIA) 70 (MODEL B- 2 ) B2 - lml ELEVATIONS W ❑ COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED � ^ � � � CL 2 MR 5EPERATION co HALL PER UL#33(b F- 111-211 141-4" 24141 151-211 -oil 11-oll 11-411 -oil Q cp HIWOH LO Lu El m FD1 C9 UNEXGAVATED 4"P.G.SLAB HITH 6xb, 10" P.C. FOUNDATION HALL 4" P.G. SLAB HITH X6, T.O.H. N = 10/10 H.H.M.OR FIBERME5H. HITH DAM:IROOFIN6 ON EL.= 0'-0" 0 HD E6RE55 U) (91 loll 2XI FLOOR J015TS F_ 11 SLA13 5EATA___; *'_�_4" HIDE J015T 2 VIREGT VENT HEATIN6 EOUIP. 4" HIDE J015T SEAT 4 z I F APPLIANCE CLEARANCE APPLIANGE5 SHALL (T.o.H. EL.= 4-1 Y29 BE INSTALLED HITH THE GLEARANGE5 FROM rl 12"PL.FOI VATION HALL] (INPROTECTED COMBUSTIBLE MATERIALS AS 12" P.G. FOUNDATION HITH DAMPROOFIN07 ON 101GATED ON THE APPLIANCE LABEL AND IN HALL HITH ial 24"x 12"P.G.FOOTINO THE MANUFAGTUFER5 INSTALLATION IL L[oil P.G.FOUNDATION -oll 24'-10" loll DIRECT VENT HEATINCz EQUIP. F_ HI? APPLIANCE CLEARANCE 66tUMN ON Will 10"P.G.FOOTIN5 HIP THE GLEARAN(E5 FROM F- FT6 07) 1 11-_ J015T SEAT. M�TERIAI_5 AS INDICATED ON 4E IP TOH.ELEV=—< f - 1 011 PROVI DE FRESH AIR INTAKE 00 00 HITH DAMPROOFINC7 ON DE FRESH AIR INTAKE 20"x 10" P.G. FOOTIN67 2xI2 FLOOL 2xI2 FLOOR JOISTS F_ BEAM POa ET H,RAP E05 OF 5 P51 F 4 VAPOR � b1oll -2" oil I POCKET OR PROVIDE _e 151-oll x Tr\ 14' 11 1 11 DASHED LINE a .006 MIL.POLYETHELENE VAPOR BARR 1z 1/2" AIR 5PAGE ALL v TAMP t FILL TO q5%DENSITY 0 INDICATES FIRST UNFINISHED BASEMENT SIDES L L |' PROV100/2"AIR SPACE ALL SIDES HRAP ENDS OF 6DR TAMP 4 FILL 415%DENSITY w /> HALLSVE 5PRAY ! i 5)GLO515D IZ L —1 FACE OF FW.Wt!5-jFULL HT 9D * (R-13)GL05EP CELL SPRAY FOAM IN5UL AL N6 OR DRAPED BLAW-E—T (C—)/ INSIDE FACE OF FND.HALLS FULL HT?R PEP � ! 13 1 - BLANKET INSULATION | / ! ^ � � ' ' / ^ / � / | Lu DUCTS TO BE lN5ULATED,A5 PEP,4.Y.5.CODE. CODE. Fol 4"WIDE JOIST Ci D.O. 12 FLUSH 1011 C; SEAT.T.O.SEAT -F( 4'j C\! c! c! c! rl� 7 cq HI? Lv A-2 ILA HITH ' IF U, I 4' P.G.5LAE3 UP 4" HIDE J015T 5E NT LL CL OR FIBERME5H. 5LAB SEAT A7 41611 2'- 11-211 Nil D1 A - FROM Tof 1 4 BOTTTOM. 101, P.C. FOUNDATION HXL v LUSH FOUNDATION HALL 4 I'-b" FOUNDATION HALL $ I'-b" 14R HITH DAMPROOFING ON 4"HIDE J015T U- FROM TOP $ E30TTOM C) 4^A bil UNEXCAVATED TYPICAL 10 11 "1'[ DE J015T$EAT w 67ARAC7E SLAB 4" HIL I UNEXGA\/ATED TYPICAL :2 ' i "c .1 1� ------- I-oil 20 � FOUNDATION HALL PTII | | HD —4"HIPE JOIST HITH PAMPROOFIN6 ON TOP OF HALL (T.O.H. EL.= 0-09 4" | SLAB HITH | SEATSEAT ! | MIN3500 P51 | Lij 2xI2 FLOOR JOISTS z | 161, | | | ' � | � AB, AB | / �Tl UNIT 69 ( 15y PORCH) ' { . . ,mil, AHP / Ir 7r | 7 0 UNIT 70. FD1 lb 4 MODEL D (LINDEN) � | B-2 (MAGNOLIA) 0 e__ N132-5 (L 2 HR 5EPERATiON HALL PER UL 0356 2016023 HOLD DONW] MULTIPLE LVL 62IRPER CONNECTION5: 5ENERAL CONTRACTOR5 AND 5UBGONTRAGTORS TO REVIEN THE5E < SHEET NUMBER GON5TRUGTION DOGUMENT5 UPON REGEIPT FROM ARGHITEGT AND UNIT 69 UNIT 70 DUET CLUSTER u) FOR ALL MULTIPLE LVL 6IRDER5, LA6 E30LT REPORT ANY AND ALL 015GREPANGIE5 INGLUDINO ANY DIMEN51ONAL FOUNDATION PLAN AB= ANCHOR BOLTS @ T06ETHER H/ 112" BOLT5 @ 2'-0" O.G., 2" MIN, GONFLIGT5, IMMEDIATLEY TO ARGHITECT FOR GORRECTIVE MEA5UPT:5 1 0 5TRONC7 KkL5 FROM TOP BOTTOM, MIN. 4" FROM ENDS, (MODELD- 15 ) (MODELB- 2 ) FOUND—%ATION PLAN z., B2 � 2 | ' / � - � � / ' COPYRIGHT GRCH ARCHITECTURE P.C2O17: ALL RIGHTS RESERVED q 2 HR 5EPERATION WALL PER UL #336 10" SQUARE H646 PERMA 24'-4" 15'-0" W CAST COLUMN #463&2 W2 o SQUARE FLAT GAP 4 BASE 4'-2" e 12-2" 8'-0" l'-b" 7'-6" (OR EQUAL) - CORNER 0„ 12 (3) 3010 TR 20 D Q COLUMN TO BE PROVIDED B 20 ® 8'-0"HD HT DTI W/SPLIT KIT U-5 DTI DTI (3) 3052 DH Z _ ® N. 3 2X12 P.T OW GIRDER _ _ _ _ _ —. L' o Q ° - - - - - - - - - - - tl H �L - � - - � - J 1 HD - - - r, N o� 6x6 P.T.P05T WI 51MP501V I H -�-� N} -—�- l% _ 5.25"Alk LVL HDR J 2010 TR (n �' °'Z - BG52-3/b P05T AP ANCHOR I (3)2X12 P.T. m bxb P.T.P05T WITH i 82-5 4 51MP50N AE3U6 P05T , I LOW 61 R r- -I ® 8'-D" HD HT 4 O in,�9a M GAP ANCHOR NGHOR 51MP50N i 14'-2" p BASE(TVP-ALL COLUMNS) I I I- - - -- - - - - - - - -I ry I I 2052 DH V = a y ABIJbb P05T BASE(TVP , I i o ', I 00 COVERED _ I „ J ❑ U -ALL GOLUMN5) 2'-0" ( 13'-2" II'-0" 14'-2" I PATIO I IP-O" SOFFIT I w co i COVERED ALIGN TOP OF �I I I6'-O" b1, II 6" ( _ OI I PORCH TRANSOMS icp (2)3016 TR (2)3016 TR I - CL 14'-0" '' (2)3050 DH (2)3050 DH - �� I N @61 HD HT @ ,,311 HD HT - ¢ 6'-l" ,x 5'-6" 5'-6" 6'-10" l'-4" Q �� - I 12'-6"5TEP GEIL oI�71 1q F1, 3 "' I I I MASTER 1 2'-0" - - Ln x' I DI FW-2 (2)3oio TR _a I I BEDROOM TMP F - - Jr � @8-0 HD HT " I 21 "G" m r Z m �Ho L - - - J L - J HD (2)3052 DH 20 I I - O g016 TR a I DTI DTI I I I- 60&O 5L. L. DR W/ Olb TR (2) 2XIo HDR J _ EQ EQ (2) IS" 51D LIGHTS N ® 8'-0o"HlaHT I Iq —, I I ( ( I � 3050 DH I o D1 r — — — — — — — — — T — — -- I FW5L118o-Fwbboao-FWSLII&o I I I c Iq ROOF TRU55 GIRDER _ _ ROOF TRU55 61RDER _ - L - - -�J - - - J L - - - _ J HD I GABLE ROOF TRUSS GIRDER ZO - - e d - DI I- - - - - - - - - -1 L J - (2)2X HDR (2)2XIo DR s� _ DN b" 525"x II 10'LVL HDR 11'-0"GEILIN6 ®OSOOH D HT — BREAKFAST `� \\ // 3' 10° _ _ F 2052 DH o HD Ln 5.25" Ill/&"LVL HDR AREA \ / (- - - - -- - - -I - - - - - - - � 4L - - 4" 4"- - - J H (4)2x6P05T 4' 2'-0" 3'-6" 2'-0" 5 0 6" L -1 o O r► J 14'-O" 3'-0" 4'-2" 2'-0" 4.. I 14'-0" I I'-O" I ( I ( X66 N Z (� 2816 TR® I o 8 2852 DH I 21 G I I _ 12'-6"STEP GEIL I I -O" 2'-O" r T '� 1'�'� DI 2-o b q 41 11 -0 GEIL w o a-0 HD HT L _1N I I I 2'-0" ° DI NI N6 ARE I= r--I 13'-0"TRA GEILIN6 _ I I I I I 1'-4° Lti WILL ENERGY I I I I MASTER BEDROOM I I I I I GL F_ - 22'X 30"ATTIG 7 AGGE55 HATCH 1. ENERGY CODE STANDARD: PRESCRIPTIVE PATH AND ALL SECTIONS OF PRE-FAB II-0 G ILING I D I r I I I-0 q' 0° PRE-FAB F� GREAT ROOM IL——J C) ENERGY CODE AS THEY�APPLYO ENERGY COD: AR BEEN FO OWE FIRE LAGE I m z I I I FIREPLAC I12'-b"5TEPGEIL ( L - _J 2. ALL CONS RUC N LY WITH THE 2015 INTERNATIONAL ENERGY - CONSERVATION CONSTRUCTION CODE. THE AUTHORITY HAVING JURISDICTION Q °� il'-0"GEIL( G I I 1 I GREAT ROOM I w (— SHALL BE PERMITTED TO DETERMINE AN ENERGY EFFICIENCY PROGRAM TO � TEMP GL DRS KITGH N °° � I I FW-2 I I�; � o — — — " cWn Y EXCEED THE ENERGY EFFICIENCY REQUIRED BY THIS CODE. I I I i TEMP 6L RS N _� �, _ _ _ l2 _ n 3. A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND RATS D HEARTH I I I I I I I 668 1 1 (2)2610 TR POSTED ON A WALL IN THE SPACE WHERE THE FURNACE IS LOCATED. I I — — — — — — — — I ( RAISED H ARTH ®5p I I o I©® S'-o" HD HT CERTIFICATE SHALL COMPLY WITH IRC N1101,14. I I (2)2642 DH C Q 2. b., I6'-4" 4,. b, b„ 4,. 3,A„ 4., 504., 50 \ 4. ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHERSTRIPPED AND m I I I I '-0"STEP GEI N INSULATED TO LEVEL EQUIVALENT TO THE INSULVION ON THE SURROUNDING _ SURFACES. 2852 DH® I I ° _ _ \ o ° I O I= MASTER 5. INSTALLATION - THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE % 8'-0"HD HT I -II I I ® `Lb 1 BATH I L _J 3 SHALL BE INSTALLED IN ACCORDANCE WITH THE CRITERIA LISTED IN TABLE - s /ILINa'402.4.1.1 WHERE REQUIRED BY CODE OFFICIAL, AN APPROVED THIRD PARTYSHALL INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE. 12 10'-0" GEI INC2' 0" 4' 0" ! 3-OtIT-2" SD4" 3' " " LAt4 10'-0" __ r - 4'-2" 2"-0" 4" 6. TESTIHAVING LESSUILDING OR THAN OR EQUAL TOG3UNIT ACH50 IN BE CZ4A,E5,E6AAlES1INGND VERIFIED ISRAEL m DI N - b� �6�8 WIG —WIGI-� I I �6� I 4b"x34" F BE CONDUCTED BY AN APPROVED THIRD PARTY. PANT. LIN. �� I - I 1 SHOWER PAN z � � u' I_ J ' II'-0"GEIL I _ ( o S V�E- � — 60"x34"PAN 4 2 7. DUCTS - SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO I i I `t _ KITCHEN — o — — LIN. 4 34 W/OUT TUB - A MINIMUM OF R-8 AT 3° OR GREATER IN DIAIuIElER AND R-6 AT DUCTS I I o I C)- - - - - - - - - WR PANIRJ U LESS THAN 3' IN DIAMETER. r ( L I „ m 4" W 6 6" D 4, „ - 3068 GOAT (3)2616 TR 6A. DUCTS SEALING - DUCTS, AIR HANDLERS AND FILTER BOXES SHALL BE r y II 0 GEILIN6 PKT DR (3)2652 DH o 0 22 X ____- SEALED. &I HD HT I I ` DININ6 AREA v z 30,ATT( GL LAY o 2610 TR p _ WC d WC P j� ® b'-O"HD HT 8. DUCTS TESTING - DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR I I r- AGGE55 PAN GL 2632 DH LEAKAGE BY AN APPROVED THIRD PARTY. 10" SQUARE HB$6 I L J I (2)2668 - ® HATCH I-0" 4" -4" 6° 14'-4" 3'-4" 4„ 8'-2" I I <r PERMA CAST COLUMN x BIFOID 10'-0"GEILIN6 4 8 6 W I T Lo 9. BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. O #463&2 W/SQUARE c� DOORS �6 5D m Ob bcp� ©EF p� q'-0",GEIL _ (� p�0� b�� q'-0"GEIL F V I—I 10.MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS >105F p FLAT GAP ✓E BASE I I I 68 - MASTER rti� `� LAUNDRY I BATH F I. N 21 "c" BATHROOM o®5D DEGREES OR <55F DEGREES SHALL BE INSULATED � - (OR EQUAL) - I I (3)2X6 DN 14R a- SD r WITH R-3 MINIMUM. CORNER COLUMN TO L J P05T DI = - `V"; D O 4' 3'-10" 4" 3'-4" 4" 10'-4" 1-0 OTE BE PROVIDED W/ - _ _ 11. MECHANICAL VENTILATION SHALL MEET THE REQUIREMENTS OF THE N ��b �Ob 6 LIN GL o W r cs � " " (6 °O ' Q N N N M Ih (r IRC/IMC SPLIT KIT H R - - - - - - - - o N o N N ri ri c0 N % - - - - - - - � � CL: 9 12.EQUIPMENT SIZING - PER ACCA MANUAL S, BASED ON LOAD _ CALCULATED PER ACCA MANUAL J AS PROVIDED BY A THIRD PARTY HERS 1_0 8'-0" I-0 ° "x 3 II-0 GEIL F'6 2610 TR - RATER. r X q'-0"S0. SHWR PAN _ NO „ ": FOYER w f ® 8'-0" HD HT N Iq GOVERFE) I 2652 DH 13,LIGHTING - A MINIMUM OF 757 OF PERMANENTLY INSTALLED FIXTURES DI I I PORGEN I NOTE "5": _ I'-O" 4'-4" cis , 3'-8" 14R 1()'-4' b" l'-0" 3' 4" 2,-2" 4, -t 5016 TR �' _ � IZ j MUST HAVE HIGH-EFFICIENCY LAMPS. I I I I I - 11'-0" GEILIN6 - 14.ALL HVAC, PLUMBING AND ELECTRICAL SYSTEMS SHALL MEET THE IRC {' �) EXT INSUL DR �- I - N o N L J z { CHAPTER 11 ENERGY EFFICIENCY, INTERNATIONAL MECHANICAL CODE, AND r7/777777/77 Q� 5'4" N FOYER 2668 INSUL DR- " I® I Z � Z SIDELIGHTS N 45 MIN.FIRE TEMP. CLA55 INT.B1 ARIN6 WALL I SD I rn a g INTERNATIONAL ENERGY CONSERVATION CODE. IT SHALL BE THE = I I - RATED W/SELF - iri - - Z z m 1 j RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SUBMIT IN DETAIL THE ° CLOSING DEVICE PTN ON 2X4 6 (R-21)BATT5 I I o O O o O z t- w I 1 m 2 3'-4" b l0'-0" 4 3'-4" b KNEE WALL 10 TREADS I 10'-0" STEP GEIL I 0) m m ¢ cn DESIGN, CALCULATIONS, DRAWINGS, WRITTEN STATEMENTS OF THE , > a 6x6 P.T.P05T WITH — G02 _ —(4)2x6 POST DEN/ BEDROOM #2 - w w w w w w N MECHANICAL, AIR CONDITIONING, VENTILATION, HEATING SYSTEMS (NEW, - I I o 51MP50N BG52-3/b P05T HD x 9 _ _ __ w w w w x � m m cd EXISTING OR UPGRADED) STAMPED BY A PROFESSIONAL ENGINEER IF - U55 61RDER „ GAP ANCHOR 4 5IMP50N - _ - - - - - - I-0' 4'-4" 4 14'-O" 4 l'-0" 6 I 12' 0° I REQUIRED BY THE OWNER OR BUILDING DEPARTMENT. ABU66 P05T BASE(TVP s_ - - -- -_ o 15.ADDITIONS, ALTERATIONS OR RENOVATIONS: SHALL COMPLY WITH IECC m -ALL COLUMNS) 1q o WC L v ® `� GOVERED I I A o 2015. UNALTERED PORTIONS OF THE EXISTING 13UILDING IS NOT REQUIRED 5D TWO GAR GARAGE TO COMPLY WITH THIS CODE. D1 O GL. " _ PORCH D-5 `- O -, N 4 P.G.5LAB(MIN.3500 P51 GONG) r I LI?' m © u' „ y REINFORCED WITH bxb,10/l o W W.M. 5 16.MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR 3030 AWN 6 8-6 EF 4 4-6 4 3 4 6' (3 T-0" SOFFIT EACH SEPARATE HEATING AND COOLING SYSTEM IN ACCORDANCE WITH - ® a'-0"HD HT 6 51-OPE GARAGE SLAB DOWN 2" 10'1 GEILIN6 51-OPE 5AI DOOR SECTION N1103 CONTROL SYSTEMS. cn 8 F- 0 BATH #2 _ '�"TYPE"X"GYP BD ON GARAGE � Z 17.ALL EXTERIOR WALL/FLOOR/CEILING JOISTS SHALL BE AIR SEALED AND WALLS& GEILIN6 N GABLE ROOF TRUSS GIRDER _ - o W INSULATED IN ACCORDANCE WITH TABLE R402.4.1.1. APPLY A FRESH BEAD H '"TYPE'I GYP W ON INT OF LIVING o = (2)2X10 HDR U OF CAULK TO THE TOP AND BOTTOM PLATE IMMEDIATELY PRIOR TO HD �bb� 5PAGE COMMON WAL.L5 TO 6ARA37E - O m INSTALLING INTERIOR GYPSUM WALL BOARD. X06 ®5D TWO GAR GARAGE l HD r T _1 l HD w w - B 1q - '4"P.G.5L.AB(MIN.3500 P51 GONG) 5'-0" L - - - �- - -- ^ w ,1 pl GL. Q 'REINFORGED WITH bxb,IOAO W.W.M. I'- iii 62-5 b� SLOPE 6ARAI 5LAB DOWN 2' I'-o" (2) 3010 TR 20 rT0 6 (R-21)BATT5 1q TOWARDS 6ARA6E DOOR 20 4016 1R ® 8'-0°HD Hr DTI z 2015 IRG- 624211 (503,8) - H'-0"GEILIN6 Dl "J"TYPE"X"GYP BD ON GARAGE (2) 2"X6" INT. HDR DTI (2) 3052 DH ® 4 _Z a� WALL5 4 GEILIN6 (n VENTING 5Y5T1 M TERMINATION LOCATION: e BEDROOM 42 1q *"TYPE"X"6YP BD ON INT OF LIVIN6 50a0 EXT IN5UL DR W THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN INPUT OF - 5PAGE COMMON WALL5 TO 6ARA6E W/ 12" SIDELIGHT o o 10,000 BTU PER HOUR(3KW)OR LE-55 SHALL BE LOCATED AT LEAST o HD b" FROM ANY AIR OPENING INTO A BUILDING,AND 5UGH AN n, `v 6" 4 APPLIANCE WITH AN INPUT OVER 10,000 BTU PER HOUR BUT NOT - Iq 2'-6' 6" - 12-0' 18'-0" I'-0° 18'-8" - o � _ OVER 50,000 BTU PER HOUR 5HALL BE INSTALLED WITH A q INCH IbOlO OH DR 21/D cn w 0 VENT TERMINATION CLEARANCE,AND AN APPLIANCE WITH AN INPUT _ D1 N 0 _- - - - - - - - - - - OVER - - - _ 0 DTI ~ 50,000 BTU PER HOUR 5HALL HAVE AT LEAST A 12 INCH VENT � TERMINATION CLEARANCE. THE BOTTOM OF THE VENT TERMINAL AND r HD 5 1/4"x I6" LVL HDR HD, —� - .� z m THE AIR INTAKE 5HALL BE LOCATED AT LEA;5T 12"ABOVE 6RADE. Iq (P/21 a? D/21 9 16010 OH DR DI _ ¢ DI 1 0 pl AB ---- I6" LVL HDR AB (' o P�E,C,!�7�����• � 2015 IRG- R312.2.1 a SEAT 0 21/D — m 2 UNIT 69 ( 151PORCH)xf ,� IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN OPERABLE HD HD - i (2)2X10 HDR I � � DTI � FW-2 WINDOW OPENING 15 LOCATED LE-55 THAN 2q ABOVE THE FINI5HED = = MODEL D (LINDEN) �� ) FLOOR AND GREATER THAN l2 ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING,THE r 4-D r - 4-0' W \ 1 ` OPERABLE WINDOW 5HALL GOMPLY WITH ONE:OF THE FOLLOWING: - - - I,-0„ DI �� >� ,� FIRST FLOOR PLAN °" OPENIN65 THAT WILL NOT ALLOW A 4 INGH DIAMETER SPHERE TO 2'-6' b-O 2-6" 16'-0" R.O. I-4 I-8" 16-O' R.O. I'-8 6-6 - 1 PASS THROUbIi THE OPENING IN ITS LARGE51'OPENED POSITION. 2-0'r 2'-6"/ 2-b' (-1 01 ,13=0 / 18'-4' Iq'-4' l'-O' 13'-O" �% (FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F N To FLOOR PLAN \� \ \ '� 38'-b" 3q,_b•, 1/4"=1'-0" LIVING AREA: I,5ga 50. FT. (THE WINDOW OPE-NTNG CONTROL DEVICE AFTER OPERATION TO GARAGE AREA: 415 50. FT. RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY (2) 3016 TR A �2 HR SEPERATION B OPEN,5HALL NOT REDUCE THE NET CLEAR OPENING AREA OF THE 1/4"=1'-0" LIVING AREA= 1,5ga 5Q. FT. (2) 3050 OH FRONT COVERED PORCH AREA: 4q 50. FT. JOB NUMBER WINDOW UNIT To LE55 THAN 5.1 SQUARE FEET'. GARAGE AREA- 3T( SQ. FT. ® 8'-0"HD HT UNIT 7,0 11-2 (MAGNOLIA) 62-5 WALL PER UL#336 D-5 REAR COVERED PATIO: 241 50. FT. 2016023 COVERED PORCH AREA= 250 5Q. FT. NOTE "5": EF = EXHAUST FAN: W NOTE_ R: ONE CARBON MONOXIDE ALARM IN NEW ONE GENERAL GONTRAGTOR5 AND 5U6GONTRAGTOR5 TO REVIEW THESE SHEET NUMBER f AND TWO-FAMILY DWELLIN65,TOWNHOU5E5 STAIR MANUFAGTURER TO MULTIPLE LVL GIRDER GONNEGTIONS: 50 GFM INTERMITTENT OR NOTE "V": Q NOTE: PPE-ENOINEER�ED ROOF HD= HOLD DOWN AND DWELLING UNITS IN CROUP R-2 DE516N 5TAIR5 TO MEET ALL © 20 GFM CONTINUOUS *ALL DRYER5To BE VENTED GONSTRUG jION DOCUMENTS UPON RECEIPT FROM ARCHITECT AND UNIT 69 UNIT 70 DUET CLUSTER = TRUSSES W/ 12 MIN. HEEL BUILDINGS(CONDOS 4 GO-0P5)AND UNITS APPLICABLE GODES AND TO FOR ALL MULTIPLE LVL 61RDER5, LA5 BOLT TO OUTSIDE AIR PER CODE REPORT ANY AND ALL 015GREPANCIE5 INGLUDIN6 ANY DIMENSIONAL ALL WINDOWS 5HALL BE 11, OFFERED FOR 5ALE,IN THE IMMEDIATE REPORT ANY 0I5 O THE TOGETHER W/ I/2" BOLTS @ 2'-0" O.G. 2" MIN G02 CARBON MONOXIDE *ALL WA5HERTO BE GONFLIGTS IMMEDIATLEY TO ARGHITEGT FOR CORRECTIVE MEASURES Z ' ANDERSEN 200 SERIES HEIGHTS (U.O.N.) @ 24 O.G. ®= TEMPERED AND CONFLICTS TO THE ® � � DESIGNED BY` TRUSS ENGINEER GLAZING VICINITY OF BEDROOMS,ON THE LOWEST ARCHITECT PRIOR TO STAIR FROM TOP BOTTOM, MIN. 4" FROM ENDS DETECTOR PROVIDED WITH DRAIN PANS PRIOR TO �.,ON5TRUGTION. DO NOT SCALE DRAHIN65. DIMENSIONS 5HALL (MODEL D 15 ) (MODEL B- 2 ) FLOOR PLAN B2 � 3 FLOOR LEVEL GONTAININ6 BEDROOMS. FABRICATION. ®5D SMOKE DETECTOR BE CALCULATED AND NEVER SCALED UNLE55 OTHERWISE NOTED. W � COPYRIGHT GRCH ARCHITECTURE P.C., 2017: ALL RIGHTS RESERVED WOOD ROOF TRUSS SPECIFICATIONS: bxb P.T.P05T WITH _j NOTE: 5 8 INCH THICK ROOF SHEATHING IS TO 2 HR SEPERATION I B a°o Lu Lu Z INSTALL IGE � WATER SHIELD PER � WALL PER UL#33b 51MP5oN BG52-3/b P05T MANUFAGTURER'5 5PEGIFIGATION5 TO MAINTAIN BE USED, WHEN ROOF TRUSSES ARE SPECIFIED SEE DETAIL I/FW-2 I GAP ANCHOR A 5 (TTP D-5 PRODUCT WARRANTY AS THE ROOF FRAMING MEMBERS. 16-2 SABLE WIDTH ABUbb P05T BASE(TVP o � = w 0 bxb P.T.P05T WITH -ALL GOLUMN5) `n I I'-o" u, o = NOTE R �n NOTE: ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING o 0 51MP50N BG52-3/b P05` - - APPLY ICE WATER SHIELD IN FAIR WEATHER WHEN THE AIR,ROOF DECK LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN GAP ANCHOR t SIMP50N O.H.H O U U PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING ABUbb P05T BA5E(TYP II ( Z s AND MEMBRANE ARE AT TEMPERATURES OF 40°F (50G) OR HIGHER. CODE. -ALL COLUMNS) --I- O will 0 PRE-ENGINEERED ROOF 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE — (3)2X8 PT�IRDER- A TRU55E5 PER TR 65 MAN)F D'0 — I I-- U U STRESS DESIGN: B2-5 D (EQUATION 16-8) 11'-0" PL HT. II'-O" PL HT. LINE OF UPPER 51MP5oN 5TRONG-TIE D + L (EQUATION 16-9) GABLE END WALL -0 II'-O" PLT HT U) � 12 12 , I I I I z U in MT5 5TRAPPING(LENGTH5 VARY) D + S (EQUATION 16-10) I R q� I q I-o O.H.OHO L u rn CONTINUOUS WALL SHEATHING TO D + .6W (EQUATION 16-12) OR I I OH. ! ! ! U Q o `-° v co TOP OF TRU55 HEEL D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) NO R ,� f O.H. ❑ W �� I I U "' M HEEL HEIGHT VARIES-SEE TRU55 DRAWIN65 FOR D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = �9I I UE TO WIND PRESSURE. WIND LOADINGS SHALL �� (N } ! ! AGTUAL HEEL HEI6HT5 LOAD D ry j I� BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30CL ! OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND x, I�I o II'-°" PL HT. II'-0" PLT HT ! j SPEED (101 MPH BASIC DESIGN WIND SPEED) IN W/ 12" HEEL HT. W/ 12" HEEL HT. 1,2 EXPOSURE CATEGORY B. �I L __ - - - - - - _ I-o ALIGN FA5GIA5 I I R ll �_ OH o o I ALIGN VARIES ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE - _ FOLLOWING DESIGN LOADS: NOTE "R" ! FASCIAS I I I O TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND \ DGS AND ANY APPLICABLE SNOW DRIFTING OR BUILD -._ --- LOADINGS, - - - - - - - -_- _ UP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15 _ Rood rRu55 OIRDR - - - ROOF rR>J55 GIRDER _ _ -- -- //�ff' / _ _ ,— _ - - U p OUTTER PSF, BCLL=IOPSF, , f /// A� f ///AND BCDL = 10 PSF. PROVIDE /T�/i fj/ efABLE ROOF TRJ 5 GIRDER 2 ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE _ 8"FASCIA BD —� �-4 NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. 0 TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD z DEFLECTION OF THE LESSER OF L/360 OR .75". q /;jf/j/ ' /jj/�jj� I ( I I O LLLn C>� TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO /�//' ! 0 VENTED VINYL SOFFIT ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR I2 ///j/fff �ffj/f�fj/ ( ! I 3 z TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL q INCLUDE THE FOLLOWING INFORMATION: - Y f j j% j f �ffff f' 1. DEPTH SLOPE (IF ANY) SPAN AND SPACING, II 2. LOCATION OF ALL JOINTS. J�� INT.BEARI G 3. REQUIRED BEARING WIDTHS. I � � WALL BEI W /f ff fTO LEADER TO DRYWELL- TYR 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. 6.. / iYffjff /• f �- 4.2. TOP CHORD DEAD LOAD. OOFS ! ! r 4.3, BOTTOM CHORD LIVE LOAD, off 4.4. BOTTOM CHORD DEAD LOAD. I / // /. I i 4.5. CONCENTRATED LOADS AND THEIR POINTS OF I i '/�j//�!i/� F' `///f'//�' I ) � � ! I ' i } �„f •'+ ; , ^ ' APPLICATION. ( 4.6. CONTROLLING WIND LOADS. J — — — f/j f f /, `//I/f% I ! 1 1 +, ! j w 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR FLUSH ROOFS , /f' // '/j i%f�j ( I ! I ( I''I a �I DETAIL DESIGN VALUES FOR CONDITIONS OF USE. i/ /f j j j/�f�fj/, I ! +, cv I 6. EACH REACTION FORCE AND DIRECTION. -� I m 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, y, NOT TO SCALE I r/ // ' ' ;,��/ / l -� ❑ 0 THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION ERE _1/ OF EACH JOINT CONNECTOR EXCEPT WH —) (— / I SYMMETRICALLY 1/ (HATCHED ARE INDICATES LOCATION OF FIRE RATED = LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 I f/ /f/ fff /, i !ROOF 8 WALL I5HEATHIN6 NOTE: / / / , INSTALL HALF OF o GA MIN THICKNESS 'GRADE A GALVANIZED STEEL — /j fi� / '/ f f// 14'-0"FROM G NTER OF FASTENERS® EACH o PLATES. ( o ,/%/, „/ (%j'/' ! !FIREWALL - EACH SIDE I ! i; _ END OF STRAP 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH S }` 9 / ALIGN RID E5 SMBER. L _ � � � � �;�� i �, �' 15'-0" PLT HT Q ° 9E CONNECTION REQUIREMENTS FOR TRUSS TO % / /f% /f/ �// ! ! f ~ Q o, GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD RltE5 TO �/ o I i ~ U a�o�•eo –1 L 1� SPLICES. 12 I %N TRU G .. YEf�t� //�,�`_, r '`',I/ % z ALIGN RIDGES - - - z _ __- ---- 12 l� W 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. q I— 6�Q0.7 -mss 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS // / / f// j/ TRU55 RIDGE MEMBERS. 11'-0" PL HT. / '' /j/;j '/' ! - - = ( O r I - ;; ° ° Sw"5�, 12. REQUIRED PERMANENT TRUSS MEMBER BRACING f ` / rr / I ° ° ° TE f LOCATIONS. % ,ff f f f f fff f// ° ° ( /ff j/f/ / ! GABLE p * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH END ° ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND 1'-O" O.H. SIHmDWN5rr s-rIE MANUFACTURE OF METAL-PLATE-CONNECTED WOOD OH. (3) 2X6 P05T � —i� rtt55it� TRUSSES SHALL COMPLY WITH ANSI/TPI 1. THE TRUSS J�� — NL ' I4-IOd DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY +;— 1 (TOTAL) A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. * ROOF TRUSS DESIGNER TO ADJUST HEEL HEIGHTS, i — �� o / j f/ - /�i// /f/' _ w r '� °o co 0 T OVERHANGS, AND ROOF P17CHES SO THAT FASCIAS AND N N N M `r° N Lo U5E IN GOM13INA�TION ONLY DETAIL 2 ES ALIGN AS SHOWN ON ELEVATIONS AND SECTIONS. � I � i ! I ' ._�1 ° r N N M M CU r r RIDGES --� v - - \' _ WHEN STUDS ASND�ZAFTERS * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH , cy ��� _ - "- 12 TOs DO NOT A�LI6N NOT TO SCALE24THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT I I / T w� ± II t II l j/ ;� OF5 WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING +, J ASSEMBLY TO INSURE TIGHT FITTING JOINTS. , I * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. z bxb P.T.P05T / / �' ! z THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND i — I — / �,/ /,r/// N� > I ___; ( � a g METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR WITH 51MP50N of SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN _ I_ROO� w155 ?Iw7 _ _ _ _ _ _ _ _ Roo TRU55 GIRDER _ / f/j/.//�� +� c I I o o O ,= o o Z I- w BG52-3/b if/ / f//f�'f Q j I Z c� N f,/ f /, / / II-0 PLT HT I z z z o z z DESIGNED AND INSTALLED TO PREVENT ROTATION AND POST GAP -- 6 ry - /f/ fff ' f f /f/ / W W W J W W N J ANCHOR �C //' /f/ / /%/ff// I2 I 12 (+24 HEEL HT) u� u� u� cn �n a PROVIDE LATERAL STABILITY IN ACCORDANCE WITH 51MP50N 10.5 10.5 ! N A W W W w a � m m v ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA ABU66 P05T - SIDEWALL ABOVE I BUILDING COMPONENT SAFETY INFORMATION (BCSQ GUIDE BA5E(TYP- I'-O" !, iI/ I I`ff%ffj/ i D-5 z OH. /// // /`� // NOTE R I I f0 ti+' ( 21-011 o N LOWER 8001= — TO GOOD PRACTICE FOR HANDLING, INSTALLING & ALL COLUMNS) N ' // ///' ffj' H. I o H. Lu BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. �' I N * PROVIDE APPROPRIATE CONNECTOR AT BEARING POINTS OF ALL ROOF TRUSSES TO RESIST UPLIFT LOADS SHOWN - o NOTE: INTER ROOFS I 2 HR FIREWALL BELOW ROOF - GABLE ROOF TRUSS, GIRDER ON TRUSS DRAWINGS. WEAVE ROOF 5HIN6LE5 AT I I GARRY TO UWER51OF OF * TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, ! � 11,P DRILLED SPLICED OR OT s /// f// ,/// j// - I, i z INTERSECTION OVER ICE SHIELD I HIGHEST BOOP SHEATHING - HERWISE ALTERED IN ANY WAY � � � _ �' /// / �i /,�' / ILL MEMBRANE - CARRY MEMBRANE MIN. 24" WITHOUT THE APPROVAL OF A REGISTERED DESIGN o \� �� f // // / OUT IN ALL DIREGTION5 OF I PROFESSIONAL. g NOTE "R" I - ��� o /,/ j f; /f// f PROVIDE ICE z o o 2 C I I N L / / /; /f f f j WATER SHIELD _ a. r INTERSECTION I - * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS B2_5 - - - = - - - - - - - - - - // // �/� '// ON ENTIRE o O m z AND METHODS OF ERECTING THE TRUSSES. THE - - ! I I'-°' 1 �� C - - - - - - - - - - - - - - j//f f/ ;�// //j, AREA AT LINE OF UPPER -' o a'-O" PLT HT 0 ° 1 .y I " OH. O O / //�%% %// j%;' '}�' GABLE END WALL > ° ti i 111< CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY II-0 PL HT. ! I _ , INTERSECTION 12 w Y 1 < I I w BRACING HAS BEEN DESIGNED AND INSTALLED FOR THE o z o /�///,i ///// of RooFS o 10.5 I w I� w l!1 Q- 444 DH IN /, // / / /, - 0 _ tL INSTILLATION OF THE TRUSSES. ABLE END '/j/ raj/ j /`j i/� o I'-o" z ° ° ROOF TRU55 l-0 HIP WIDTH %/jam/ff/f � f / o o z �n o H (_' �'`"4 Q S �{ PL HT. 12 12 -L // /f/ /r/f w HIP RAFTER, ABOVE FLOOR t I I N t II +; % p 5IMP50N HGP HIP SEE PLAN -L — - '/' //f " ',/ � ❑ S CORNER TIE �Q / // / N S I TI n I'-0'l J�j� S o= ' r°�%' f f fi f /% U) N y/ w L) j 51DEWALL ABOVE LOWER OH. �,� i� ry o / f' /, -- O -- -- - -- -- - m v \`R: '�� ROOF r No / / '/ ~ } 11-0PL HT. ° 0 q'-O" FRONT GARAGE _ J - 12 12 OH. WALL PL HT. ABOVE I Z 11 10'-O" PLT HT $0 10'-0" PLT HT - 0 o W II'-O" PL HT. FIRST FLOOR + 12" HEEL HT. c.0 Lu i o OH OH o / ! _ _ 11'-0" PL HT. �� �' �p y TRU55 RIE)CE W/VENT } I,,I AREA OF ONE: ROOF W ss S - XTRIOR YV/rt1-� BUILT OVER ANOTHER B 4ROOF WEAVE DETAIL UNIT 70 A UNIT 69 ( 151PORCH 3 D-5 ) TOP PLATE HIP 62-5 I Ck 2 HR 5EPERATION ❑ ' �'-2 (MAGNOLIA) WALL PER UL#336 MODEL D (LINDEN)- -41 ) OR`DETAIL NOT TO SCALE 2 -4GONNEGTION 2 - t 5EE DETAIL I/FW-2 JOB NUMBER GUTTERS 4 LEADERS 2016023 INSTALL IGF AND NOTE R: ALL GUTTERS $ LEADERS SHALL BE BAKED WHITE ALUMINUM .032" NOTE 0: NOTE 5: PRE-ENGINEERED ROOF y� T UNIT 69 UNIT 70. DUET CLUSTER Q SHEET NUMBER WATER SHIELD PER R®®F PLAN " MIN. GAUGE, GUTTERS SHALL BE 3" SEAMLESS, 0.6. STYLE W/ ALL PRE-ENGINEERED OVERLAY PRE-ENGINEERED SCISSOR TRU55ES W/ 12" MIN. HEEL j" RELATED 4REQUIRED ACCESSORIES. LEADERS SHALL BE MIN. SPEC�IGATMANUFACTURONS TO ROOF TRUSSES @ 24" O.G. ROOF TRUSSES ® 24" O.G. HEIGHTS (U.O.N.) 24" O.G. 2 0', .021" GAUGE W/ GLIP5 4 ANCHORS. CAULK I$ SEAL ALL DE5I6NED BY TRU55 ENGINEER DESIGNED BY TRUSS ENGINEER DESIGNED BY TRU55 1/4"=1'-0" (MODELD- 15 ) (MODELB- 2 )- R®®F PI_,AN z.JOINTS. PITCH 5UTTER5 MIN. I/8"/FT. PROVIDE P.V.G. RECEPTORS MAINTAIN PRODUGT ENGINEER8" ABOVE GRADE TO RECEIVE LEADERS (CLOSED GAP DESIGN). WARRANTYw B2 � 4 p COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED OPTION#I DESIGN �®o ���� CODE SECTION 101616-EXCEPTION 4: 48" MIN 4S" MIN Cf) MAY TERMINATE AT UNDER51DE ROOF OPTION#2 SECURE ROOF 5HEATHI%TO G-RUNNER TRACK Z SHEATHING IF FIRE RETARDANT TREATED CODE SECTION 10616-EXCEPTION 4: W 2 G-RUNNER TRAGK2"-CAULK FOR E `YALI. RATING - 2 HR. SHEATHING 15 INSTALLED FOR A DISTANCE of FIREWALLS MAY TERMINATE AT THE SMOKE TIGHT JOINT OVER OPTION#I v 4'-0'ON BOTH SIDES OF FIREWALL UWER51DE OF ROOF NON-RATED FINISH RATING - 120 MIN. SHEATHING PROVIDED THE ROOF 15 METAL ED6E FLASHING OPTION#2 O '�"�� (� 3 STC RATING - 616 (SEE ITEM �� 48" 48" PROTECTED WITH 5/8"TYPE 'x" r � ts GYPSUM BOARD DIRECTLY BENEATH SEGURE�-L SHEATHING TO Z V 112- THE =' G-RUNNER TRACK L • THE UNDERSIDE OF ROOF SHEATHING TYPICAL ROOFING O ^ , � _ ` AND IS SUPPORTED$Y 2'LEDGERS ROOF TRUSS � Vr/ � � � U ATTAGHED To THE SIDES OF ROOF U �-' a� FRAMIN6 FOR A MINIMUM OF D U •�N ..�,, -� 015TANGE OF 4'-0'ON BOTH SIDES RAKE BOARD-TYP N p 104 } �! ' 2' X X H STUD TRACK AN OF FIREWALL.ALLOW NO OPENINGS IN - .— - - --- __ - j m z_ 1f^•--'' '•--•G,` OPTI N #2 1 TYPICAL SIDING ----------- F -�----- — ---F (� 2,5 cd,n .~ CAU K FOR 5MOKE TI H ROOF WITHIN 4'-0'OF FIREWALL a, f✓ '',, i'i ~� J I T OVER EACH SIDE.MINIMUM CLA55 S ROOF Lx 'I l-x Z Q w c M ..................... _.. .... ROOF 55E5® 24"O.G. O o 4 ;-�A ....... I•••».• ....................•••••' ? •. .•.•%�•••• -. 2 TUD5 CONTINUED TO IDE SHINGLE TO BE INSTALLED 121DDENTIGALLY d 12 IHORIZONTALL U = L —CO _ _ _ _ Y METAL F 6: • �,...... .. _..r- ___ :.uM.«uluu..r...0.u.n. ««�.mu.«. «m.w.wu«_.•....... .r ...1.�Nu«,onnu..»uw,..-r,-+.. ,•.v_`—. ❑ R SHEATHING # 2x4 LEDGERS I" AI SPACE EA. 51D OPTION I # W/ r, �� OPT. 2(TYP.) I'U�,, __ OPTION#2 Z 2"x2"x2 Ys°LONG a r' 1 1. >1..�•-- ----- .``'.'Sw-w......... ....-.t•..Y ---...... . .~.`r':.:i?_.+,t v..-----`...............-fid.... ''t ._�.__._._._ A63 U56 ALUMINUM INSTALL I"TREATED PLYWOOD 5HT6 I , . &= `�' BREAKAWAY GLIP5 FOR MIN 46'OUT, IF LOWER ROOF 15 RAF ;......_.....»... :x:411 AIR SPACE i -% { GYP. BD. OR MINERAL " �' WOOL FIRE BLOCKI TYPICAL ROOFIN6Al�OW HIGHER ROOF 51{EgTHIN6 TO TRU • ; C N F� i V RAT1+ T 3 ��2" (R—I3) BATT — ��,-- .063 U56 ALUMINUM Z /, ASW CLIPS OR O(3 UIlk F:x 3'{7 �;,T3T{'?1 1�i ?�9��1T�T:A 4ksf'll .±� '1L?N 1r1r',?T.. : ; 1}t:(3'ti3. ' ALUM ANGLE CLIPS 'F------------F 'F----------- BREAKAWAY CLIPS O x� Lx xJ L - - -� « ---- - -- - - -- -- AIR SPACE DOUBLE H-STUD TRACK I"AIR SPACE F- AIR 5PAr, U -� ' 4' f"'~ti SGREWED BACK TO BACK Qs' -S I „_.{ /�'� ` 3 i (2)PIEGE5 6.P.T K is FIREGUARD '' ._.f / `,,_n•; N I/2"GYP.BD �, ! / # DOUBLE H-5TUD TRACK 5GRENED FILL I" GAVITY AT FLOOR5 AND TYPE X 5HAFTLINER, TER PROOF Z 1' BOARDS W/FIBS FIN15H ON BOTH www www w.w, w. �._. `, --=,-------w.�...., , .....-...:.»:...� BAGK To BAGK GEILING W/GYP.BOARD OR MINERAL O www _.wwwwww wwwwwwwww wwwwwww wwww Y %;� WOOL FIRE BLOCKING SIDES AND EDGES V 1' AIR 5PAGE ................ ............. x �.._».. . r._... -ta ' _: O » »..........n»».............»........»..»...... ».»_..»..-...»........ ........•.. ....... F" .�_.... ......... • (2) PIEGE5 G.P. TOUGHROCK I" 2" H-5TUD TRAGK �- L l') — ..... ..»..r.....»e.................r.N___r•. �•t ........_, ....Nn...»V.M.. M. M • u.�•.._irr.n.;..:.. ... • ........••V -y` '• FIREGUARD TYPE 11X11 5HAFTLINER, `' 1 , �-� •Y� WATER PROOF BOARD5 W/ Z �• ` N tir 1 '��= r^j '` FIBERGLASS FINISH ON BOTH SIDES 2x4 P.T. SILL PLATO C) 4`w L y.i... ^` � ;:;x�..... AND EDGE5 ;.�.. _ _ ��, ���.... _I_,_�I..,,. �. FIRST FLOOR 3/4" AIR SPACE •,- j '.ti_ J � 3/4 T46 05 - ,.: •. SUBFLOOR- GLUED t OPTION#I RIM J015T PER FLR JOIST MANUF. f SCREWED - RUN >NNNq CONTINUOUS BETIEN 4` FILL I"CAVITY AT FLOORS AND CEILING W/ ROOF ��SECTION 101616-EXCEPTION 4: JOI5T5 PER PLAN FIREWALL MAY TERMINATE AT CONFIGURATION N B PLATE5 AT EXTERIOR 6YP.BOARD OR MINERAL wool-FIRE UNDER51DE ROOF 5HEATHIN3 IF FIRE WALL (2) 2x4 P.T.SILL PLATE BLOCKING 063 U56 ALUMINUM RETARDANT TREATED 5HEATHING 1'5 BREAKAWAY I GL� INSTALLED FOR A DISTANCE OF 4'-0" O n...».._..... , .. .........».,....,.» 'y ON BOTH SIDES OF FIREWALL .r;• ;}A (R-13)GL05ED CELL SPRAY FOAM IN5UL W "' i"p ANCHOR BOLT5(14" LONG + W ^ + A IR S�tA(T .,www..wx l ��.., AIR SPACC ••••••,•.•.+�� }�.--� ►�• •- Alit $PACE ALON6 IN51DE FACE OF FND.WALL5-FULL HT �✓;r e ° � 3" HOOK,V MIN EMBEDMENT) OR OPTION#2 (� i i 1 I OR DRAPED BLANKET INSULATION - _ , 3X3 X - --<•• __ :»..�.. HORS a KA5HEI VE ANG G. 11 11 111 CODE SECTION Lobb EXCEPTION 4 • - i-;- FIREWALLS MAY TERMINATE AT THE UNDERSIDE OF ROOF m WASHER PL® 24 0/G. NON RATED SHEATHING PROVIDED THE ROOF IS PROTECTED WITH r . •, :� _ +�,., { . ;•� /' ,r,�l� (U#4 HORI Z.REBAR �T � �;;'' T .N ; ''`~. �'• I 1 ,',�ti j f7' :j r I BENEATH THE MXR51DE 1� t 1 f Jo;� ; .-'•t r'"1�. i I��4 �'`. `?i j r� 1'j i�+� 3 J'6 BASEMENT I #4 HORIZ.REBAR 0 MID ~"' BASEMENT 2 HR FIREWALL SEPERATION OF TYPE 'X"GYPSUM BOARD DIRECTLY ' O I �;a ;•{ti�•t :�; '; }; �`�•r'+'�" i i• ' a?�!, i `�'�'��� y:.f j? ...-�:r:' ✓'6 HEIGFIT OF WALL STORY �„� .. :. S RATION DETAIL 4 OF ROOF SHEATHING AND IS SUPPORTED BY 2 LEDGERS ;r/j ° FW2 DISTANCE OF 4'-0"ATTACHED TO THE IX5 OF ON BOTH 51DE5 FRAMING FOR A MINIMUM OF ° N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOGATIONS OF FIREWALL.ALLOW NO i f ' �,' I,;•,:' E' ���:� /r ; " 1. OPENINGS IN ROOF WITHIN 4'-0'OF FI 12 FOUNDATION WALL ON 24 x12 TYPICAL EASEMENT 5LAB INSTALLED. EACH SIDE.MINIMUM ) GLA55 B ROOF SHINGLE TO BE INSTALLED. �•/ f s �'•..'"� ,``;x'� '', , 4 PL,5LAB N.2500 P51 %?, ;-- ,. '-. ► P.G. FOOTING ° " (tro cri cONGJ 5TG R ATINC z;t: ;'.`, ,\i I '., e 7�.:_-... ��,' "� �.: ,,t�•`*� 3 �. ° ;D06MIL FOLYETHE_ENE Q ,�". �, ; ' • ; •w'`} `- �; ;: ; , -; •_»_`,.f"a� USG BROCHURE 5A100 (FIRE RE515TANT # ~ _r,r-....��i i :{ i t i %' i ,4: d `7 VAPOR BARRIER OPTION I ='rya• `� d/1•/' ; `- . -- I = 4,• 1i: ' /' i TAMP t FILL TO 95Ai DENSITY A55EMBLIES) GORE SECTION 10616-EXCEPTION 4: U) ` %'�'. %f ' �` •�_ : : . ' ;r ; 'f,: ' '` ° ° PAGE 22 AREA SEPARATION WALL FIREWALL MAY TERMINATE AT UNDERSIDE ROOF # I— I •.4~ 1 i t ,_{i; ° e ( OPTION 2 U f4 5HEATHIN6 IF FIRE RETARDANT TREATED Z ~:*• 1.y. ti ;t' ' _- ` �J I y'..'1••, : ' i ,iS*\{''�.3 L.,".' Q _ ° SYSTEMS) GODS SECTION 10b.6-EXCEPTION 4: W .t �'�`, p I Srtt • 7 ll 1 ° TEST#UL DE5 U341 FIREWALL5 MAY TERMINATE AT THE . ... ,�� '\Y A SHEATHING 15 INSTALLED FOR A DISTANCE OF _ti..h.• L_ _,-4 R:». .... .. ° a ° 4'-0"ON BOTH SIDES OF FIREWALL UNDERSIDE OF ROOF NON-RATED ° ° 4 5HEATHIN6 PROVIDED THE ROOF 15 U AGOU5TIGAL PERFORMANGE = 5TG 60 48" 4811 PROTECTED WITH 5/8' TYPE 'X' O HORIZONTAL#4 ° °: TE5T#RAL-TL-bb-350 6YP5UM BOARD DIRECTLY BENEATH 0 ° o ° BASED ON 2x4 FRAME WITH MIN. 3° THE UNDER51DE OF ROOF 5HEATHIN6 ° ° MINERAL WOOL BATT AT EACH SIDE AND 15 SUPPORTED BY 2"LEDGERS SECTION 12012 OF 2015 IBC-WALLS, ATTACHED TO THE SIDES OF ROOF SEPARATION WALL: (Max Height - 66 ft) PARTITION5 AND FLOOR/GEILING !` FRAMING FOR A MINIMUM OF A55EMEtLIE5 5EPARATIN6 DWELLING 2' H STUD TRACK AN i 015TANGE OF 4'-0"ON BOTH SIDES I. Floor, Intermediate or Top Wall -- 2 in. wide channel Shaped with I in. long legs, formed from No. 25 M56 poly steel, secured with suitable 2 HR FIREWALL SEPERATION DETAIL I UNITS FROM EAGH OTHER OR FROM C, U K FOR SMOKE TI OPTI N #2 ooF WITAHILNL4'-0 ION NO IILLS IN fasteners Spaced 24 in. OG. N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS FW2 PUBLIC OR 5ERVIGE AREA5 SHALL HAVE J I T OVER EACH SIDE.MINIMUM CLA_%B ROOF 2. Metal 5tud5 -- Steel members formed from No. 25 M56 gaiv Steel having "H" -shaped flanged Spaced 24 in. OG; overall depth 2 in. and A 5TG OF 50 OR MORE. 2 -NDS CONTINUED TO 1DE ROOF 55E5 0 24"O.G. SHINGLE TO BE INSTALLED flange width 1-3/8 in. i"ROVIDED 5TG=60 N N N M N �; F SHEATHING r r ti ti USG AREA SEPARATION WALL SYSTEM UL# U336; � (; o ,� 5. 6yp5um Board* -- Two Iayer5 of I in. thick gypsum board liner panels, supplied in nom 24 in. widths. Vertical cdge5 of panels friction fitted TEST#RAL-TL-88-350; STC = 60 Is AI SPAGE EA. 51D o N N M M into "H" -shaped studs. G6G ING -- Type 5LX. TYPICAL FRAME WALLS (2)PIECES G.P.TOUGHROGK IN UNITED 5TATE5 6YP5UM GC) -- Type 5LX uNRArED FIREGUARD TYPE X 5HAFTLINER, GYP. BD. OR MINERAL WATER PROOF BOARDS W/ WOOL FIRE BLOGKI U56 MEXICO 5 A DE G V --- Type 5LX. wlNDow Z Z FIBER6LA55 FIN15H ON BOTH 51DE5a. g Z PROTECTED WALL: (Bearing or Nonbearing Wlall) AND EDGES ALUM ANASW IC�LEPS � IP53 U o O o 0 o o z w /1 z Z Z O z z co66 Z co co N t 2 HOUR FIRE 5EPERATION I" AIR SPACE s V5 V5 W W W a Q 4. Wood Studs, -- Nom 2 by 4 in. max spacing 24 in. OG. Studs GrosS braced at mid-height where neces5ciry for clip attachment. Min 3/4 in. _. _ WALL SHOWN HATCHED DOUBLE H-STUD TRAGK W _j W W N ` Separation between wood framing and fire Separation wall. SCREWED BAGK TO BAGK W p g p "1065 HORIZONTAL GONTINd IT i co 4A. Steel Studs, -- (As an cllternate to Item 4, not shown) -- For Bearing Wall Rating - Corrosion protected steel studs, min No. 20 M56 FIRE WALLS 5HALL BE WKIFIN106 FROM DOUBLE H-5TUD TRAGK 5GREWED FILL IN CAVITY AT FLOOR5 AND o (0.0321 in., min bare metal thickness) steel or min 3- 1/2 in. wide, min No. 20 656 (0.036 in. thick) gaiv steel or No. 20 M56 (0.033 in. thick) W ExrER1oR WALL ro ExT> z1oR WALL BACK TO BAGK CEILING W/GYP. BOARD OR MINERAL N primed steel, cold formed, shall be designed in accordance with the current edition of the Specification for the Design of Gold-Formed Steel IN AIR 5PAGE WOOL FIRE BLOCKING N Structural Members by the American Iron and Steel Institute. All design details enhancing the structural integrity of the wall assembly, including 2" H-STUD TRAGK STG RATING � the axial design load of the studs, Shall be as specified by the steel stud designer and/or producer, and Shall meet the requirements of all WINDOW (2) PIEGE5 6.P.TOU&HROCK 1" CODE SECTION 106.5 EXCEPTION #2 FIREGUARD TYPE 'X" 5HAFTLINER, U56 BROCHURE SAI00 (FIRE RESISTANT M-•� 2x4 P.T. SILL PLATE Z applicable local code agencies. The max stud spacing of wall a55emblies, shall not exceed 24 in. OG. Studs, attached to floor and ceiling UNSPRINKLERED BUILDINGS: WATER PROOF BOARD5 W/ ASSEMBLIES) tracks with 1/2 in. Ion Type, 5-12 steel screws on both sides of studs, or by welded or bolted connections designed in accordance with the FIRE RETARDANT TREATED FIBERGLA55 FIN15H ON BOTH 51DE5 GARAGE PAGE 22 (AREA SEPARATION WALL AI51 specifications. Top and bottom tracks shall consist of steel members, min No. 20 M56 (0.032q in., min bare metal thickne55) steel or min 5HEATHING To EXTEND 4'-0" ON CODE 5ECTION 106.5 EXCEPTION #3 AND EDGES TEST#UL)DE5 0341 O m UNEXCAVATED TYPICAL BOTH 51DE5 OF FIREWALL AND BUILDIN65 EQUIPPED W/NFPA 13 OR 6ARA6E 5LAB J No. 20 656 (0.036 in. thick) gaiv steel or No. 20 M56 (0.033 in. thick) primed Steel, that provide a sound Structural connection between OFFSET WALL NEPA 13R 5PRINKLER: +14'P.G.5LAB(MIN.3500 PSI GONW W w °w steel studs, and to adjacent assemblies such as a floor, ceiling, and/or other walls. Attached to floor and ceiling assemblies with steel FIRE RETARDANT TREATED SHEATHING ACOUSTICAL PERFORMANCE = STG bo Q Y ° REINFORCED WITH 16x16,ID110 WWM. U til " I I .A d I •TAMP< FILL TO 45%DENSITY TEST#RAL-TL-8a-350 W W fasteners spaced not greater than 24 in. O.G. 5tud5 cro55-braced with Stud framing at midheight where necessary for clip attachment. Min 4'-0" MIN. 4'-0" MIN. AT FIREWALL END 8 WIDE x FULL (I)#4 HIORIZ.REBAR ° ° *SLOPE 6ARA6E 5LAB DOWN 2" BASED ON 2x4 FRAME WITH MIN.3" 0 X o 3/4 in. separation between steel framing andl area separation wall. Finish rating has not been evaluated for Steel Studs. HEIGHT OF FIREWALL TowAR�GARAGE DOOR MINERAL WOOL BATT AT EACH SIDE Z 4B Steel Studs -- As an alternate to Items 4 and 4A, for use in Configuration B only, not shown) -- For Nonbearing Wall Rating - Channel 5EGTION 1201.2 of 2015 IBG- WALL5, u�} 4 Shaped, fabricated from min 25 M56 corrosion-protected steel, min 3-I/2 in. wide, min I-I/4 in. flanges and I/4 in. return, spaced a max of 24 2 HR FIREWALL SEPERATION DETAIL 2 a �I PARTITION5 AND FLOOR/(EILING o in. OG. 5tud5 to be cut 3/8 to 3/4 in. 1e55 than assembly height. Top and bottom tracks shall be channel Shaped, fabricated from min 25 M56 N.T.S. OFF-SET EXTERIOR WALLS FW2 ° ASSEMBLIES SEPARATING DWELLING UNITS corro5lon-protected steel, min width to accommodate stud size, with min I in. long legs, attached to floor and ceiling with fa5tener5 24 in. OG FROM EACH OTHER OR FROM PUBLIG OR ❑ max. 5tud5 cross-braced with stud framing at: midheight where necessary for clip attachment. Min 3/4 in. separation between steel framing and ° . O RMO E AREAS SHALL HAVE A 5TG of 5o w ° OR MORE. w � � area separation wall. Finish rating has not been evaluated for Steel Studs. 2 HOUR FIRE SEPERATION (1)#4 HORIZ.RE13AR 0 MID a PROVIDED 5TG-60 ~ ; 5. sum Board -- Classified or Unclassified -- Min I/2 in. thick, 4 ft wide, applied either horizontal) or verticall . 6 sum board attached to TYPICAL FRAME WAL ° : - m Gyp pp y y yp WALL SHOWN HATGHED HEIGHT of WALL STORY a i",P ANGHOR BOLT5(14" studs with 1-1/4 in. long steel drywall nails spaced & in. OG. Vertical joints located over studs. (Optional) Joints covered with paper tape and LONG+ 3" HOOK,5' MIN —- J joint compound. Nail heads Covered with joint compound. EMBEDMENT) OR ADHESIVE z �EG1s p p ° ANCHORS W/3"X3 X4. NOTE: UL #336 EXCEEDS CURRENT FIRE CODE � _ 6. Attachment Clips -- Aluminum angle, 0.063 in. thick, 2 in. wide with 2 in. and 2-I/4 in. legs. Clips secured with Type 5 screws 3/8 in. long to UNIT UNIT 12" FOUNDATION WALL ON 24"x12" 5TANDARD5 AND REDUGE5 SOUND TRAN5FER WA5HER PL ® 24" 0/G. FA . "H" Studs and with Type W screws 1-1/4 in. Ion to wood framing through holes provided in clip. UNRATED WINDOWS P.G. FOOTING BETWEEN UNITS % LU/ yp g g g p p 6A. Clip placement (Item 6) for Separation walls up to 23 ft high. Space clips a max of 10 ft OG vertically between wood framing and "H" AND DOORS Studs. I .d ;� 5 65. Clip placement (Item 6) for separation walls up to 44 ft high. Space clips as described in Item 6A for upper 24 ft. Remaining wall area below requires clips Spaced a max 5 ft OG vertically between wood framing and "H" studs. 6G. Clip placement (Item 6) for separation walls up t0 66 ft high: Space clips as, described in Item 6A for upper 24 ft. Space clips 05 � �lr)/O�R� described in item 65 for next 20 ft. below the upper 24 ft. Remaining wall area below requires clips spaced a max of 40 in. OG vertically ° " " 8° UNRATED 5IDINO (TYP) ° ° 4 ❑ between wood framing and H Studs. HORIZONTAL #4 ° ° ...................................................... -1. Non-Bearing Wall Partition Intersection -- (Optional) Two nominal 2 by 4 in. stud or nominal 2 by 6 in. stud nailed together with two 31n. long 4'-0" MIN. 4'-0" MIN. ° IOd nails Spaced a max. 16 in. OG. vertically and fastened to one side of the minimum 2 by 4 in. stud with 3 in. long IOd nai15 Spaced a max 16 ° ° UNITS 6 9 JOB NUMBER CODE SECTION 1065 EXCEPTION #3 a. e ° in. OG. vertically. Intersection between partition wood Studs to be flush with the 2 b 4 in. Studs. The wall partition wood 5tud5 are to be CODE 5ECTION 106.5 EXCEPTION #2 2016023 y p y p BUILDINGS EQUIPPED W/NFPA 13 OR NFPA 13R SPRINKLER: framed with a second 2 by 4 in. wood stud fastened with 3 in. long IOd nails spaced a max. 16 in. OG. vertically. Maximum one non-bearing wall FIRE RETARDANT TREATED 5HEATHIN6 AT FIREWALL END V WIDE x UNSPRINKLERED BUILDIN65: FIRE RETARDANT TREATED SHEATHING TO EXTEND 4'-0° (MODEL DNNN 15 ) 8� W SHEET NUMBER partition intersection per stud cavity. Non-bearing wall partition Stud depth Shall be at a minimum equal to the depth of the wall. FULL HEIGHT OF FIREWALL 2 HR FIREWALL SEPERATION DETAIL @GARAGE ON BOTH SIDES OF FIREWALL = *Bearing the UL Classification Mark N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS Fw2 70 (MODEL B- 2) Z El 2 HR FIREWALL SEPERATION DETAIL 3 USG AREA SEPARATION WALL SYSTEM UL# U336• — Last Updated on 2010-10-21 N.T.S. AT FLUSH CONDITION FW2 2 TEST #RAL-TL-88-350; STC = 60 W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED