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HomeMy WebLinkAbout44883-Z 5uFF014- el Town Town of Southold 1/26/2021 0 P.O.Box 1179 o ® A4 53095 Main Rd y,�pla }S�' Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41772 Date: 1/26/2021 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1 Sweet Meadow Ct Unit 76, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-1-44 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/1/2020 pursuant to which Building Permit No. 44883 dated 6/18/2020 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with unfinished basement, covered porch screened porch and attached two car garage as applied for. (Unit 76). The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-18-0130 11/2/2020 ELECTRICAL CERTIFICATE NO. 44883 1/14/2021 PLUMBERS CERTIFICATION DATED 1/14/2021 Allu Ik Pl ing Contr c os Inc A orize gnature p�SUFFa�,co TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'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#: 44883 Date: 6/18/2020 Permission is hereby granted to: Rimor Development LLC 1721-D North Ocean Ave Medford, NY 11763 To: construct dwelling unit as applied for per SCHD & Planning approvals. (Unit#76, B-1 model) At premises located at: 1 Sweet Meadow Ct Unit 76, Cutchogue SCTM # 473889 Sec/Block/Lot# 102.1-1-44 Pursuant to application dated 6/1/2020 and approved by the Building Inspector. To expire on 12/18/2021. Fees: ELECTRIC $150.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,704.80 CO -NEW DWELLING $50.00 Total: $1,904.80 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with t A. For new building or new use: he following: 1. Final survey of properly with accurate location of all buildings,property lines, streets,and unusual .topographic features. natural or 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 ha 2/and installations, of l% 5. Commercial building, industrial building,multiple residences and similar buildings a Of Code Compliance from architect or engineer responsible for the building. lead. certificate 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" re-existi » 1. Accurate survey of property showing all property lines,streets, building and unusual natural or topographic P ng land 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 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00 Swimming pool $50.00,Accessory'building$50.00,Additions to accessory building$50.00,Businesses$50. 2. Certificate of Occupancy on Pre-existing Building- $100.00 00. 3. Copy of Certificate of Occupancy-$,25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.00 Date. 93 a O New Construction: Old or Pre-existing Building: check one Location of Property: #rj _� _ M ( ) House No. Q � � Street Owner or Owners of Property: b�A o✓ /� ® Hamlet Suffolk County Tax Map No 1000, Section Ind: �j✓ r � ` Block Lot (D 1414 (S bd� f 1\4 ti� Ct �a �b3 —&-le Filed Map. 7 Lot: (�94 Permit No. b ,Date of Permit. l Health Dept. Approval: (��Q --• ` • v ! UnderwriApplicant: �hov ters Approval: Planning Board Approval: Request for: Temporary Certifi ate Fee Submitted:$ 1 Final Certificate: heck o e) � ppli i n tire �" - CONSENT TO INSPECTION theder un signci,do(es)hereby state: Owner(s)Name(s) That the undersigned (is)(are)the owner(s)of the premises i�Tw Southold, located at ' t* which is hown and designated on the Suffolk County Tax Map as District 1000, Section *0;.®1,Block 01 ,Lot 0 L-Ij . That the undersigned(has)(have)filed,or cause to be filed, an application in the Southold Town Buildir�Inspe tor's Office fotr he f lowing;, ✓ V That the undersigned do(es)hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws,ordinances,rules and regulations of the Town of Southold. The undersigned, in consenting to such inspections, do(es) so with the knowledge and understanding that any information obtained in the conduct of such inspections may �be used in subsequent prosecutions for violations of the laws, ordinances, rules or regulations of the Town of Southold. Dated: a-3 =e) () , t� &Q..._ '( r iit e) (Signature) (Print Name) Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 sean.devlin town.southold.n us Southold,NY 11971-0959 �® @ y' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To Rimor Development LLC Address: 1 Sweet Meadow Ct Unit 76 city,Cutchogue st: NY zip: 11935 Building Permit#. 44883 Section: 102.1 Block: 1 Lot: 44 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MTM Electric License No: 3700ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 43 Ceding Fixtures 15 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 6 Wall Fixtures 5 Smoke Detectors 2 Main Panel 150A A/C Condenser 1 Single Recpt 2 Recessed Fixtures 2$ CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan Combo Smoke/CO 3 Transformer UC Lights 4' Dryer Recpt GaS Emergency Fixtures Time Clocks Disconnect 1 Switches 32 4'LED Exit Fixtures Pump Other Equipment W/D, DW, Fridge, Hood Notes: New One Story House 1�aZ)Inspector Signature: - Date: January 14, 2021 S.Devlin-Cert Electrical Compliance Form.xls 5 �I Soo Town H ill Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.B x 1179 Southold,NY 11971-0959 �46u, 11 �� .cxr� BUILDING DEPARTMENT TOWN OF SO T HOLD CERTIFICATION Date: Buildi ig Permit No. `A 2S 5 u *--I Owne bpr5nt) �Jnvrry ALL (Please i JPlum er• �� � � �b��C���� ease print) I certify that the solder used in the water supply system contains less-than 2/10 of I% lead. umbers Signature) Sworn to before me this.... day of C--n 20 ANNA MORITA Notary Public,,State of New York Reg.No.01 FI636g364 Qualified in Suffolk County Commission Expires '� / Notary Public, County Of SOUTyO # TOWN OF- SOUTHOLD BUILDING DEPT. 765-1802 ANSPECTI-ON [ UNDATION 1ST j ROUGH-PLBG. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE`& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [° ] FIRE RESISTANT PENETRATION [ ] ,ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR = a0F SOUIH 0A TOWN OF SOUTHOLD BUILDING DEPT. �yco 765-1802 INSPEC ON [ UNDATION 1ST PLBG. [ - F NDATION 2ND [ ] INSULATIOWCAULKING [ AMING/STRAPPING [ ] FINAL [ FIREPLACE & CHIMNEY - [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 1 C� DATE AXA INSPECTOR l l oF souryo V * TOWN OF SOUTHOLD BUILDING DEPT. �o • io r�co 765-1802 INSPECT N [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND - [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: ryl z U-� DATE o °� "vo INSPECTOR 2 OFSOUIyo� �1 b:3 # # TOWN OF SOUTHOLD BUILDING DEPT. 76;7 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE _ INSPECTOR c �3 /�-• SOUTy� v' # # TOWN OF SOUTHOLD BUILDING DEPT: 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] OUGH PL13G. [ ] FOUNDATION 2ND [V INSULATIOWCAULKING [ ] . RAMING /STRAPPING [ ] FINAL ] FIREPLACE & CHIMNEY [ FIRESAFETI( INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O r _ REMARKS: �lwxf ,41 - 7�k_ V* �4V DATE INSPECTOR Un of sou tS TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] /f/SULATI,IO�N [ ] FRAMING i STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: c .� t l DATE I INSPECTOR- f GRCH ARCHITECTURE ]PC . 3750 EXPRESS )DRIVE SOUTH SUITE 202 1 ISLANDIA, NY 11749 1NW W.GRCHARCHITECTURE.COM (631)864-3395 October 16, 2020 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. 76 Permit No. 44883 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. Respectfully ubmitted, ED Ah'C C,aERT C/., ytiiT� CA Uv 2.0 Glen Ch eny,AIA, LEED AP Prin ip I (P '9 023611 Q J S e Energy Rating Certi"ffl"cafe Property HERS 1Sweet Meadow Ct Rating Type: Confirmed Certified Energy Rater: Robert B Delfino Harvest Pointe Rating Date: 2021-01-13 Rating Number: 4014 1 Sweet Meadow Ct Registry ID: 568792693 Cutchogue, NY 11935 r EstimatedAnnual Energy Cost _ Use MMBtu Cost Percent HERS Index' 54 Efficient Home Comparison: 46% Better Heating 50.0 $1090 40% Geeral Information cooling 0.7 $47 2% n Hot Water 11.8 $225 a% Conditioned Area 3214 sq. ft` House Type Townhouse, end unit Lights/Appliances 22.9 $1322 49% Conditioned Volume 30910 cubic ft. Foundation Conditioned basement photovoltaics -0.0 $.0 -0% Bedrooms 2 $16 1% Service Charges -- - --___,.-_ ----•- Total 85.5 $2700 100.0 Mechanical Systems Features _ Water Heating: Conventional, Natural gas,0,69 EF, 75.0 Gal. r--" r Criteria -� Heating: Fuel-fired air distribution,Natural gas,95.0 AFUE. G- N i-- -- - - - - --" Cooling' Air conditioner, Electric, 16.0 SEER. This home meets or exceeds the minimum crite�a fol th following: 2015 IECC UA Compliance °_'' Duct Leakage to Outside 10.00 CFM25 '¢ ' 2015 IECC HERS ERI Ventilation System Exhaust Only: 120 cfm, 23.2 watts. 2015 IECC ERI `� � caw Programmable Thermostat Heat=Yes; Cool=Yes — / ECCC New York State 2020 -- --- - - - N Building Shell Features Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under Sealed Attic NA Exposed Floor NA Vaulted Ceiling NA Window Type U-Value:0.320,SHGC:0.300 _ -- Above Grade Walls R-21.0 Infiltration Rate Htg: 1335 Clg: 1335 CFM50 Foundation Walls R-13.0 Method Blower door 1355CFM X 60MIN/HR=80100 /30910ft3-=2,_63ACH50 Energy Testing Services LLC. hts and Appliance Features —� 1648 Locust Ave �—L>I� ppance— - _ "" -- - -- Bohemia N.Y. 11716 interior Fluor Lighting(%) 0.0 Range/Oven Fuel Natural gas Interior LED Lighting(%) 100.0 Clothes Dryer Fuel Natural gas 631-244-2627 --LCD Refrigerator(kWh/yr) 623 Clothes Dryer CEF 3.93 631-244-2629 Dishwasher(kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater REWRate-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. • i ^z, -- Fir dagl I k'.......... � + ! + f,. 1��4.;[ T a� �r��n..i.. t � 'I d•.1• �. i1s��.: ..4e- �` �':.Y+ ( ipLn° � �t'+�.� ' tli":-I if �"�•' �7 :....by �' ^'� t" � tL 4 r �� 1, � "*'I y�.,� i 1 1 + + I R i-.,iter•.�•'\.F..--..i'�`I►►�^lj'^'i yy�M �'v1i�'` { 1; � i' r" � �� �y.;. r�''"�ri w.-:.,,. � `�Se.{'R'm �." `�•' �tiw,,9,7�^*......h�e+...- ':'a+. -.•.' '_ � '1' � + '.'i 5, 1 �I x�-,. t b :I .,.-,., T+ + - '� +�� ��1 ....` r f � L ,l: ,Ye, i *al+e .,� �.:au.r ;.-r �•�y'k" 'm"ian" '"`•V.s _,,,, -_ —?.. +XYZ• _.. I�I •.� fi� ., � U _, ,, ��. �. t �,:.k...- . . r �, •�� � ��...r.;w. ,.. 1 ., �_ �3'h..,ra �c —_.. 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Model B(Juniper), Cutchogue, NY 11935 O d 4 6 e Design Conditions Outdoor design DB: 83.0°F Sensible gain: 15312 Btuh Entering coil DB: 75.7°F Outdoor design WB: 71.0°F Latent gain: 2546 Btuh Entering coil WB: 63 3°F Indoor design DB: 75.0°F Total gain: 17858 Btuh Indoor RH• 500/0 Estimated airflow. 700 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type. Split AC Manufacturer: Generic Model: SEER 16 Actual airflow: 700 cfm Sensible capacity, 14700 Btuh 96%of load Latent capacity: 6300 Btuh 247%of load Total capacity 21000 Btuh 118%of load SNR: 70% Design Conditions Outdoor design DB: 10.0°F Heat loss: 30808 Btuh Entering coil DB: 62.9°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Generic Model: AFUE 92 Actual airflow: 638 cfm Output capacity: 36800 Btuh 119%of load Temp. rise. 53 °F Meets all requirements of ACCA Manual S. f u, �� i .•"' , ; c wriightsoft' ZT I 2019•Jan-041d,385J �y+��+�, ,u,,.,, Right-SulleO Universal 201818 0.32 RBU20065 Page 1 ,\ Rimor Model B MAN 1600mor Model B MAN iso rup Calc=MJ8 Front Door faces. W t AM Residential - - i Form for HVAQ D- •n (Loads, Equipment, 15 Mar 09 Pifmd•crrg�trsrarsuG+nrrw Header Information Contractor. Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets), Yes No Mechanical license: or MJ 1AE Form*(and supporting worksheets): Yes No d OEM performance data(heating,cooling,blower). Yes E] No Building plan#: ,Manual D Friction Rate Worksheet, Yes No n Duct distribution sketch, Yes No Home address(Street or Lot#,Bleck,Subdivision): Model B (Juniper), Entire House HVAC LOAD CALCULATION (IRC M1401.3) Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: 10 °F orientation: Front Door faces West Indoor temperature: 68 'F North,East,West.South,Northeast.Northwest,Southoaat,SeuthwosI Total heat loss: 30808 Btuh Number of bedrooms: 2 Conditioned floor area: 3306 ft: Summer Design Conditions Number of occupants: 3 Outdoor temperature. 83 'F Indoor temperature- 75 •F Windows Grains difference 30 gr/Ib @50% RH Eave overhang depth: 10.0 it Rpt Sensible heat gain. 17400 Btuh Internal shade: none z Latent heat gain: 2894 Btuh Blinda,dropos,etc.. IE Total heat gain, IE Windmv 20284 Btuh Number of skylights: 0 HVAC • . SELECTION 40 Heating Equipment Data Cooling Equipment Data Blower Data Bpipment type: Gas furnace E%uipment type: Split AC Heating cfm: 638 umaco,Heat pump,Boiler,etc. it Conditioner,Heat pump,o to. Cooling cfm: 700 Model• Generic Model: Generic Static pressure: 0.60 in H2O AFUE92 SEER 10+ Fan's rated external static press are for doslgn alrllow Heating output capacity. 36800 Stuh Total cooling capacity. 0 Btuh Heal pumps-capacity at winter doalgn outdoor conditions Sensible cooling capacity: 0 Stuh Aux heating output capacity: 0 Btuh Latent cooling capacity., 0 Btuh HVAC DUCT DISTRIBUTION SYSTEM i 61 Design airflow: 700 efm Longest supply duct: 201 ft Duct Materials Used Equipment design ESP. 0.60 in H2O Longest return duct: 144 ft Trunk duct: Sheet metal Total device pressure losses: -0,6, in H2O Total effective length,(TEL): 344 R Available static pressure(ASP): 0.01 in H2O Friction rate: O�a� in/100ft Branch duct. Round flex metal,Sheet metal FnetionReto-ASP+IT x t I declare the load calculation,equipment,equipment selection and ductdesign Were rigorously performed based oil[lie buil'ding 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• jurisdiction 'Home qualifies for MJ 1AE Form based on Abridged Edition Checklist wrightsoft' RightSult O Universal 2018 18.0.32 RSU20086 I Load Short Form Job: Wrightsoft Date: Jan 04,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1646-A Locust Ave,Bohemia,NY 11716 Phone:631.244.2827 Email.rb.delfint)@energytestingservices.com Project ® 4 For: Model B(Juniper), Cutchogue, NY 11935 Des ig • Htg Clg Infiltration Outside db(°F) 10 83 Method Blower door Inside db('F) 68 75 Shielding/stories 3(partial)/1 Design TD(°F) 58 8 Pressure/AVF. 50 Pa/1017 cfm Daily range - M Inside humidity(%) 50 50 Moisture difference(gr/Ib) 44 - 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Coil AHRI ref Efficiency 92 AFUE Efficiency 12.8 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 14700 Btuh Heating output 36800 Btuh Latent cooling 6300 Btuh Temperature rise 53 OF Total cooling 21000 Btuh Actual air flow 638 cfm Actual air flow '700 ofm Air flog factor 0.023 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0,60 in H2O Space thermostat Load sensible heat ratio 0.86 ROOM NAME Area Htg load Cig load Htg AVF ClgAVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Star 0 56 1182 132 28 6 Bsmnt 1624 6621 733 155 35 M bath 134 1337 1259 31 59 M bed. 259 2834 2247 66 106 LN 9 0 0 0 0 WIC1 33 0 0 0 0 WIC2 32 0 0 0 0 Laundry 59 301 522 7 25 Hall 48 155 101 4 5 Bed'2 178 2099 1689 49 6o Breakfast 126 3743 2442 88 115 Kitchen 132 1393 1764 33 83 Foyer 76 999 319 23` 15 Bath 2 51 256 58 6 3 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. rlgfl$50>rt• 2019-Jan-0414:38:57 W ti ft fthl-suites Universal 2018180 32 RSU20065 Page 1 ArmR,mor Model 8 MAN JSD%Rimor Model 8 MAN JSD.rup Calc=MJ8 Front Door facts• W WIC 25 0 0 0 0 Dining 133 1721 750 40 35 Living 330 4629 2806 108 133 Entire House 3306 27272 14824 638 700 Other equip loads 3536 488 Equip. @ 0.88 RSM 13474 Latent cooling 2546 TOTALS 3306 30808 16021 638 700 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsogg- 2019-Jen-04 14 38 57 RightSuilea Universal 2618 1B 0.32 RSU20066 Page 2 ACCA .Rimor Model B MAN JSDIRu0or Model 5 MAN JSD rup Calc a MJ8 Front Door faces. W - - wrightsoflr Project Summary Job: Date: Jan 04,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1646-A Locust Ave,Bohemia,NY 11716 Phone:631-244.2627 EmaA:rb.delfino@energyteslingservices.com P.11 • - • • For: Model B(Juniper), Cutchogue,'NY 11935 Notes: i - o • • Weather: Suffolk Co.Ap, East Quogue(Islip Dd1, NY, US Winter Design Conditions ,Summer Design Conditions Outside db 10 `F Outside db 83 OF Inside db 68 OF Inside db 75 OF Design TD 58 OF Design TD 8 OF Daily range M Relative humidity 50 % Moisture difference 30 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 27272 Btuh Structure 14824 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(56 cfm) 3536 Btuh Central vent(56 cfm) 488 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 30808 Btuh Use manufacturer's data n Rate/swing multiplier 0.88 Infiltration Equipment sensible load 13474 Btuh Method Blower door, Latent Cooling Equipment Load Sizing Shielding/stories 3( artial)/1 Pressure I AVF 50 Pa 1 1017 cfm Structure 1402 Btuh Ducts 0 Btuh Central vent(56 cfm) 1144 Btuh Heating Cooling Outside air Area 3306 3306 Equipment latent load 2546 Btuh Volumee(ft3) 20331 20331 Air changes/hour 025 0.11 Equipment Total Load(Sen+Lat) 16021 Btuh Equiv.AVF(cfm) 85 39 Req, total capacity at 0.70 SHR 1.6 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref ,Coil AHRI ref Efficiency 92 AFUE Efficiency 12.8 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 14700 Btuh Heating output 36800 Btuh Latent cooling 6300 Btuh Temperature rise 53 °F Total cooling 21000 Btuh Actual air flow 638 cfm Actual air flow 700 cfm Air flow factor 0.023 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.60 In H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.86 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -Fk-wrightsoft" 2019-Jan-04 14:38:67 i� .. . RightSuite&Universal 201B 18.0 32 RSU20M Page 1 ACCk Rimor Model 8 MAN JSD1Rtmor Model 8 MAN JSD.rup Calc=MJ8 Front Door faces' W N Level 2 Broan Exhaust Fan Model L150 56 CFM Energy Star continous User Timer &127 cfm At 9,71 cfm `159m M bath M bed Living adiab LN Hall k6 cfm WIC1 WIC2 WIC Mj 791 ctm Launcy Dining a cfm 30 Stair 2 6" Bath 2 a cfm k7 cfm Foyer 61 EP Garage 12 0" Kitchen �` 40 cfm Bed 2 6"0.. acn &96Cu &1 8 cfm Breakfast Job#: Energy Testing Services LLC Scale:1 :93 Performed by Energy Testing Services L... Page 1 1648-A Locust Ave Righb Sui"Universal 2018 Mode!B(Juniper) Bohemia,W 11716 18.032 RSU20066 Cutchogue,NY 11935Phone:631-244-2627 2019-Jan-0414.39.08 AN J51MRimorModel B MAN JSO rup r b deffino@energytestingservices.com N Level 1 n2, ------------------------------- �v1d' 1 c - adiabati60 0" 28 0" 219 crm mnt�U 2 x16 Makeup air 56 Star 0 16 x 10 CFM Skuttle cm model 2161 o ,� 4 6, 20 6" 230" 2LIE11JI Job#: Energy Testing Services LLC Scale:1 :93 Performed by Energy Testing Services L... 'Page 2 1648-A Locust Ave Right-Suite4D Universal 2019 Model B(Juniper) Bohemia,NY 11716 18.032 RSU20066 Cutchogue,NY 11935Phone:631-244-2627 2019-Jan-0414:39.08 r b.delriino@energytestingseNces.com Ary JSrnPomor Model a VAN Json,p - wrightsoft` Duct System Summary Job: Entire House Date: Jan 04,2019 By: Energy Testing Services... Energy Testing Services LLC 1646-A Locust Ave.Bohemia,NY 11716 Phone:631-244-2827 Ematl'r,b.deirino®onergytestingservices.com Project • • For: Model B(Juniper), Cutchogue, NY 11935 External static pressure Heatin 9 Pressure losses 0.60 in H2O 0.600 nitH2O Available static pressure 0.59 in H2O 0.59 in H2O 0.01 in H2O 0.01 in H2O Supply/return available pressure 0.006/0.004 in H2O 0.006/0.004 in H2O Lowest friction rate 0.003 irU100ft 0.003 in/100ft Actual air flow 638 cfm 700 cfm Total effective length(TEL) 344 ft Design Htg Cig Design Diam H x W Duct Actual Fig.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Mad Ln(ft) Ln(ft) Trunk Bath 2 h 256 7 3 0.004 4,0 Ox 0 MtFx 8.5 150.0 st1 Bad c 1689 59 96 0.003 9.0 0x0 MtFx 27.3 150.0 st1A Breakfast c 2442 105 138 0.003 100 OX 0 MtFx 41.5 130.0 st1 Bsmni h 6621 186 42 0.003 12.0 Ox 0 MtFx DiZ6.5 140.0 st2 Dining 26.5 1721 48 43 0.003 6.0 Ox 0 MtFx 16.5 160.0 st2 Foyer h 999 28 18 0.003 5.0 OX 0 MtFx 17.5 160.0 st1 Hall c 101 4 6 0 003 4.0 Ox 0 MtFx 20.3 150.0 st2 IOtchen C 1764 39 100 0.003 9.0 Ox 0 MtFx 31.8 140.0 st1 Laundry C 522 8 30 0.003 5.0 OX 0 MtFx 6.0 165.0 st2 Living c 2806 130 159 0.004 12.0 OX 0 MtFx 31.3 130.0 st2 M hath c 1259 3B 71 0.003 8.0 Ox 0 MtFx 40.5 160.0 st2A M bed C 2247 80 127 0.003 10.0 Ox 0 MtFx 31.3 150.0 st2A Star h 1182 33 7 0.003 5.0 Ox 0 1 MtFx 22.0 165.0 st1 Supply • TrunkHtg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st2A Peak AVF 117 199 0.003 223 15.4 16 x 8 ShtMetl st2 st1A Peak AVF 59 96 0.003 144 11.4 16 x 6 ShtMetl st1 st1 Peak AVF 272 363 0,003 204 19.0 16 x 16 ShtMetl st2 Peak AVF 494 477 1 0.003 1 202 1 21.6 16 x 22 ShtMetl Bold/ltalic values have been manually overridden .� wrightsoft° Right-Stnle®universal 2018 18 0.32 RSU20068 2019Jan-04 14 36:57 ...Rimor Model B MAN JSD%Rinor Model OMAN JS0 rup Calc=MJ8 FrontDoor races, W Page 1 D'etail Table—Htg Clg TEL Design Veloc Diam H x W StudfJoist Duct Name Size(in) (ch) (ch), (ft) FR' (fpm) (In) (In) Opening(in) Matl Trunk rb2 0x0 547 791 143.8 0.003 215 26.0 Ox 0 ShMt rt1 rb1 0x0 219 49' 0 0 0 0 Ox 0 MtFx Truih'kbi-ta a• Trunk Htg Cig Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt1 Peak AVF 547 791 0.003 215 26.0 0 x 0 ShtMetl wrightsoW 2019-Jan-0414:38:57 Right-Suiteb Universal 201818,0.32 RSU20066 Page 2 ACM .RIMor Model 8 MAN JSD%Rimor Model 8 MAN JSD.rup Cale=MJ8 Front Door faces:'U GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLANDIA, NY 11749 WWW.GRCHARCHITECTURE.COM (631)864-3395 October 16, 2020 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 76 -permit#44883 Dear Inspector Verity: Please be advised that the basements of the above referenced units constructed on site meet the requirements for conditioned space as defined in the 2020 New York State Residential Code. Re ectful y submitted, RED ARC CgtiRT C jy�y�j� CA 2� erveny, AIA, LEED AP Princi N� -k '9 023811 GRCH ARCHITECTURE PC ' , u� ry•, y • . ;"w`;� x'`° = 3„ ',,m ' 3750 EXPRESS DRIVE SOUTH •3� 'r SUITe 202 ISLA NDIA, IVY 11749 bWYW.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, ER DAR 1 \�� 061 gERT CyF y�A CA Glen Ch. e y IA, LEED AP Principal N +�— �'9�. 02381 0 SOF NE AIdinoL Aaadww N CU CORPORAYIOM HEATING AND AIR CONDITIONING March 11, 2019 Michael J. Verity Town of Southhold Building Department Town Hall Annex Building 54375 Route 25 Southhold, NY 11971 Tel: (631) 765-1802 Fax: (631) 765-9502 Subject: Harvest Point Residential Units Dear Mr. Verity Please be advised that the basements of l all llthe oad calcdulationsnits at the above referenced project have been included in our Manua Best regards, Louis DeSantis President 20 Feldland Street, Bohemia, NY 11716 • (631) 563-1298 • Fax: (631) 563-2954 SCOTT A. RUSSELL , MICHAEL M. COLLINS, P.E. SUPERVISOR ;` ° 'TOWN ENGINEER TOWN HALL - 53095 MAIN ROAD a ) TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765-1560 Fax. (631)-765-9015 ftillGHAEf_C O1.h11!Stxi }4/TLRi7UT1-![71.D NY�i IS OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Brian Cummings November 13, 2020 Southold Town Planning Department 54375 Main Road Southold, New York 11971 Re:� Harvest Pointe— Units 59-62&73-76 Chapter 236 Inspection Dear Mr. Cummings: I have inspected Harvest Pointe and determined that the developer has achieved final stabilization for Units 59-62. The developer has also achieved final stabilization for the front and side planted areas of Units 73-76. The rear areas of Units 73-76 have not achieved final stabilization but have been seeded and should be fully stabilized within two weeks. Additionally, the driveways of Units 73-76 have not yet been paved but the base material has been placed and thoroughly compacted. Due to the location of Units 73-76, any stormwater runoff from areas that have not yet achieved final stabilization will not migrate off site. Therefore, the Engineering Department has no objection to Certificates of Occupancy being issued for these eight(8) units at this time. If you have any questions concerning this review please do not hesitate to contact my office at (631) 765-1560. Sincerely Michael M. Collins, P.E. Town Engineer cc: Michael Verity, Chief Building Inspector r' OFFICE LOCATION: -x w MAILING ADDRESS: i Town Hall Annex P.O.Box 1179 54375 State Route 25 " ? ;' Southold,NY 11971 (cor.Main Rd.&Youngs Ave.) Southold NY ,a� Telephone: 631765-1938 ' 'Z I k www.southoldtownny.gov PLANNING BOARD OFFICE November 18, 220 TOWN OF SOUTHOLD Mr. Henry Alia Rimor Development LLC P.O. Box 908 Cutchogue, NY 11935 Re: Certificates of Occupancy re: Units 59-62, 73-76, Tennis & Pickleball Court The Heritage @ Cutchogue aka Harvest Pointe 75 Schoolhouse Rd., corner of Schoolhouse Rd. & Griffing St., Cutchogue ; Dear Mr. Alia: s The Planning Board has found that the requirements for Units# 59-62, 73-76, along with the Tennis Court and Pickleball Court of the above-referenced Residential Site Plan have been completed based on the site inspection made on November 10, 2020 and the subsequent work session discussion November 16, 2020. These units, courts r and the supporting infrastructure on site, are now in general conformance with the approved site plan dated September 26, 2017 and the.amended site plan for the Pickleball Court dated January 27, 2020; the Planning Board supports the issuance of a ; Certificate of Occupancy for these improvements. 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. �ptf ly" Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer ' F tk Y FIELD INSPECTION REPORT DATE COMMENTS ro FOUNDATION (1ST) 4 H ------------------------------------ FOUNDATION (2ND) AJ z ' nom w flva, re,.-,o ROUGH FRAMING& L J PLUMBING t K KV INSULATION PER N.Y. STATE ENERGY CODE I.( Al 14rJb J Apt cvA FINAL ADDITIONAL COMMENTS a�c�zr' b DQ � z x 0 d TOWN OF SOUTHOLDBUILDING PERMIT:APPLICATION CHECKLIST BUILDING DEPARTMENT Y;.Do-yop_have or need the following,beforeepply_ ing? TOWN HALL Board of Health SOUT]HIOLD,NY-11971. _ _, 4 sets of Building Plans TEL: (631) 765-1502 Planning Board approval FAX: (631) 765-9502 '• t is .,1° 3 Survey Southold town ny.gov _ ` , w iE' Rl67IT 1;T0. s Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined .20 Single&-Separate Truss Identification Form Storm-Water Form Contact: Approved KP ' '20 Mail to: Disapproved a/c I Phone- 78 1,9446 ., Expiration ,20 B -'Idi Vg Inspector APPLICATION TOR BUILDING PERMIT Date , 20 INSTRUCTIONS a. This application-MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises;relationship to-adjoining,premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced;before issuance-of Building Permit. d, Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied-,or used in,,whole or in part-forvany purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expir"e'ifthe+work-authorized has-not commenced within 12 months after the date of -issuance-or'has not,been completed within-.1$m6nths1r6m such date. If no zoning amendments or-other regulations affecting 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 MADE to the Building Department for the.issuance of a Building Permit pursuant,to the Building Zone Ordinance of the Town of_Sodthold;Suffolk County,New York,and other applicable Laws,Ordinances or Regulations, for the construction of buildings' ,,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable,laws,ordinances,building code,housing code,and:regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or narAe,if a corporation) (Mailing address of ap licant) State whether applicant is owner, lessee,'agent, architect,engineer, general contractor, electrician,plumber or builder Name of owner of premises ]�!t►�O f� ✓ o U-C ' (As on he tax roll or latest deed); If applicant is a corpor i�, s natuVr �u�ly a th99ze of is r(( 41"-,� (Name and title of corp ate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Iocation of lanj on which proposed work will be done: Swu House Number , Street Hamlet , County Tax Map No. 10'00 Section, Block Lot oL]4 .Subdivision ' ®.!' Filed Map No. ? Lot v ' �L*OPO) 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 ,(Description) 4. Estimated Cost 4,)y(3 f 6 6 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units / Number of dwelling units on each floor If,garaa nurr,b of cars do-Ae- 6. If busirtess,'cornmercial or mixed occupancy, specify nature and extent of each type of use. = 7. Dimensions-of giisting structures, if any: Front Rear Depth. Height` Number of Stories Dimensions of same structure with alterations or`additions: Front Rear Depth Height Number of StoriesIn Vo I I 8. Dimensions of entire new construction: Front "iC) r t ear W J Depth Height Number of Stories Pte_ 9. Size of lot: Front Rear Depth 10. Date of Purchase Name-of Former Owner I l:Zone or use.district in•which premises are situated 121. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES V`0 Will excess fill be removed from,premises? YES NO 14. Names,of Owner of premises Address (1CAll W PhoneNo. Name of Architect -��C� Address ZS '4. !°� Phone No ® � Name of Contractor Sdwe, 44 aws4t/ Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO e/ IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE RERED. b. is this property within 300 feet of a tidal wetland? x YES NO- , IF YES, D.E.C: PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical to on survey. '1'8. Are there'any covenants-and restrictions withrespectto this property? * YES NO IF YES, PROVIDE A COPY. �� wa STATE OF NEW YORK) SS: COUNTY OF L being duly sworn, deposes and says that(s)he is the applicant (Name.of individual sign)g contract)above named, (S)He is the i (Contrac r,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said w rk and to make and file this application; that all statements contained in this application are true to the best of his knowledge a elief; and that the work will be performed in,the manner set forth in the application filed therewith. Sworn to before nae this r " 'day of cam. o ✓ SHERRY PIRONE Notary u lie BLIC,STATE i natur f Registration No. 01P16388308 •s p ie nt Qualified in Suffolk County Commission Expires March 04, 2023 =moo liy� BUILDING DEPARTMENT-Electrical Inspector c TOWN OF SOUTHOLD ca • Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631) 765-1802-FAX(631)765-9502 Temporary Certificate #_]1i3__ Date 5 2020 Customer Name b, v M� LAG Electrician Name /L1 Address vv Phone e-mail e-mail FPhone License# -27700 �. Size ,�� A Phase Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification i . t r 90 days tonye date above. Authorized by ---------------- ------ BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD :-= Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 FAX (631) 765-9502 - rooerr�southoldt©wnn coo sea ndCsouth®Idtownny.. ov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ali information Required) Date: 7 Company Name: ' Name: i. License No.: 0ti �" em i1: hY1" : [ ce- Address'. l Phone No.: JOB SITE INFORMATION (All Information Required . all Name: Address: f Nil; Cross Street: r-�y _ Phone No.: � 31 kJ '-4 L.a r Bldg.Permit#: �( �� email: ft- .Tax Map District: 1000 Section: 1OQ �I Block: ( L BRIEF DESCRIPTION OF WORK(Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YES NO Rough In Final Do you need a Temp Certificate?: ES� O Issued On Temp Information: (Ail information required) Service Siz 1 Ph 3 Ph Size: _J.5��A #Meters__-_L—Old Meter# CewSe3rv' - Fire Reconnect-Flood Reconnect-Service Reconnected- Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional information: PAYMENT DUE WITH APPLICATION Request for Inspection ForMAS PERMIT# Address: a { Switches ; Outlets GFI'S ..t:. s # i .r d .Sm - ,. 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Combo _ AC g AH _ Mini , J Special:_, Comments'" i ..xw, 9 -, y :s �; - i Y+�j,f,. ,. � h„rif ,>`�+�:�,;7'4,{.,.••� ,: _. 5 to ., '�1"1' , •,'i.l' -r _ ....... ... . ... ....x, ., .T,•,,,�T <r.. :,. „ s .. •...,,.:U.w,._,., c, .:.�.,,_.•..�-..a-<,.., ....a .,..,.�., "7._ .��,.r.,_,,,.,.,K,...r �.�:.;wF , y� _tom•} i . � e - � - '� ': , _ � '. Lr' _ yniFi,yti ar , ,i 'V ,`I q ;'`;.. ",v 1 Ed rp.p"'A - ,f Zy:. *i}~'t- '?f>.:.t.,.c_�i,'• i..•T , 'mar 1 7!4 , ?:��•iii ,. •. .'r;f'' j' 4�'P ..<,`: �`,; ,�: ,..� Z r _• e,. y rr, `�� a,. ,..,w. -.-.>xt,.,.,�-� >....,-..,.,•-:�o., ._, ,,...,n.�, .,•n.�,>,r� ,,.,. ... ><,-.,.=r,,.,�,n�,._�,:r.-_., s,. ,,.. �'�• ,`t;.:-�` �.i• .. .�`t,��<{.''7 t;, >� ., • - r f t/` � I i Town Hall Annex �N' Gi I 54375 Main Road telephone(631)765-1802 P. O. Box 1179 Fax(631)765-9502 Southold, Y N 11971-0959 4:'ITv. .' BUILDINO- " y P . ' v , r :. YrA�*}`9F r= ♦�° )e � "� � ' .,. '* �`L'v"�`�t a, IE TMI NOT1 `,QF�,UTILIZATION OF TRUS, �-IYYPE COM' r',RUCTION PRE-EN OC{` 1QOU``OONSTRUCTIONTANQ` 1R T' i3' ER CONSTRUCTION Date: ', .�s 'J~ '''�;`'�T �J,'M��` �•';, ; - ycn�do?t; a �•=' ; }}a„�,`l ref' iIP r,'s Owners Locati6ft- ProP "`J•e e' a " + �.}^},t, > >,.5 �.e,s•ri �^ r z„:;� i.,Js > �Ir� t;l`�+%v"eU +�4."•-• i' ,' :`E'izt^+.i,4ki�7 `i P,"'?t��',u vY^eiiA r.�,f,�'ti w' Qy e. ws<,.- ��'.��A� � 5 .Y. vlr s J �`r`�'P• .fir ._, fir f, .. .= rs.,,, .•�.i-. 3; # �,ti, Pleas once that the e ap lica e `.y IsJ� iJs''r"1''• x�'=;�:1x„S�.iG'y`rg',,r" - •' JP'•w4�S�z:U°.,:;r;v" - � �.•;'°'�'��,��_;,` , ..' r,�,, commere[rQ��Ftreaciei�tlal ^'tricture ,�;; 79 V"".1i�T'33't= +;.+".5•x t. ^Ji, c,.�Leo' $ +.sr ie".i+ ••f' a` 5 �., a: -' �.ra�, a:- c''^:fi.S` �."•,r �.,:x�' ddition to Erist�grco. a[rerc `; eside aItcstuc(ura;';,.:1�; <` {, t; j r�� °eXisfiir'g ercia( or'residetiJUMY�,§tKucture •`fti�"'+�✓w�l�'A'11. rC '�P Jn to . r tx r� be constfVbtd 066 perfon ie�j t fti`e subjec, '`e reference a (check appy a:� ; ! ). $.�. K RA,0" dY b`�����wiil utifi�e�.: (p [� �, c=,� T, I,1JJ Ci ,.t:ril,' [ +'4 ` ya;��,%'3 ..��F, 00 .st '�... �.'.i.,...a ' Trs,ftyf%construction TT �t &} x "'' ' Pre-`erica{ e ;et{, #root construction (PW) -` --V ;1'' Timber cansfr[i rf in th"e f611O ing location(s) (chicp F, '�s+� ,,� y IL=LG.il,J Floor framing, includin+g'gOmer Roof framing (R) x Floor and roof,framing (FR) , Signature: 5. Name (persoji submitting,this.formCi Capacity (check applicable line): i ,yr iU�t F""r'.,"�,'E•.L 3�F_i,Sr(,t�'t�,`= ^,s.,�3X,S.`xn�.�Yy�'j'•: e Owner + r•, , .. . ^ , _ .t. - • f`q r �� �s ........ ... i �'"° 'Owner representative � TrussReg15 docx Effective 111P.015 - BMW -TSU75 MY —l--J L� -17 Mal, IL m M NO- bA We, -6r R7 IV 5 -�e�li f1�10k-'-" gg : ' -D TYPE 8 RAMP (TYP.) YIU TYPE B-D RAMP 12:1� ED HYDRANT B E R7-XR TO 26 F7. RANT ( Y-r) (11-0 Dzy It 'p 2,,vs4 'o leo" -TE WALK :'" LA 0 f,RFU M PROPOSED COVERED 14' x 20 PATIO (TYP PROPOSED NATURE TRAIL (PERVIOUS PAVERS) PROPOSED O COVERED 15' x 20' PATIO (TYP-) vv rlrC Jrl1'M1I�L'�L'„ly_,-orr=-' n-n't 'n :ucvc 'v-- v.o, - -- - _ ._ --<----- - •-^_--`- ” - - - - - 3p,--; ° STANDARDS: SPECIFICATIONS SHALL INCORPORATE THE PROVISIONS AS FOLLOW UNLESS OTHERWISE NOTED: OF THE AWWA STANDARDS AND/OR MANUFACTURER'S RECOMMENDED ONNECTIONS TO BE 4" DR-18 WITH MINIMUM SLOPE INSTALLATION PROCEDURES. 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 1 BE C900 BLUE BRUTE DR-18 PRESSURE PIPING ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. AL. WATER MAIN TO BE 10" WITH 6'" HYDRANT STONES FOUND IN THE TRENCH SHALL BE REMOVED FOR A DEPTH OF AT LEAST SIX INCHES BELOW THE BOTTOM OF THE PIPE. =R SERVICE CONNECTIONS TO BE 1". ° 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 MINIMUM SEPARATION OF 20 FEET FROM SANITARY PROVIDED WITH REACTION BLOCKING, TIE RODS OR JOINTS DESIGNED ALL DRA'S AND DRYWELLS. TO PREVENT MOVEMENT. MINIMUM SEPARATION OF 10 FEET BETWEEN 3. TESTING ID WATER/DRAINAGE LINES. , PLANS AND SPECIFICATIONS SHALL REQUIRE THE FOLLOWING: SERVICES TO BE INSTALLED BY PSE&G AND D MAY VARY DUE, TO FIELD CONDITIONS. ELECTRIC ° PRESSURE AND LEAKAGE TESTING: ALL TYPES OF INSTALLED PIPE iE HYDRO-ACTION UNITS SHALL MAINTAIN 5 FEET SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE ATION FROM ALL SANITARY APPURTENANCES. WITH THE LATEST EDITION OF AWWA STANDARD C600. ° DISINFECTION: WATER MAINS ARE TO BE DISINFECTED IN ER/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 s BACTERIOLOGICAL TESTING: BACTERIOLOGICAL ANALYSES OF WATER IET DURING CONSTRUCTION. SAMPLES COLLECTED AFTER DISINFECTION ARE REQUIRED AT LOCATIONS SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF IES TO MAINTAIN ALL REQUIRED VERTICAL HEALTH SERVICES. GENERALLY, A BACTERIOLOGICAL SAMPLE IS REQUIRED FOR EVERY 1000 LINEAR FEET OF WATER MAIN OR PORTION THEREOF. I E INSTALLED UNDERGROUND. Habitable Garage Area Unit Numbers Area (SF) (SF) Total (SF) rvest'- Pointe ati I 77-124 1,999 486 2,485 Cutch® u e 1,3,8,10,12,14, 21,23,26,27,29, Cutehogue, New York 11,33,36,39,41,45 1,599 363 1,962 Town of Southold 6,47,49,50,52,54, i, 58, 59,68, 72, 76 No, Revision Date Appvd. 13 TOWN/SCDHS REVISIONS 7/28/17 AVL ' { 2,5,6,9,11,13, 12 TOWN REVISIONS 6/14/17 AVL 19,20,22,24, 5,28;30,32,35,38, 1,599 363 1,962 11 SCDH REVISIONS 4/22/17 AVL $ 0,42,44,48,51153, 10 REVISED PHASING PLAN PER TOWN- 4/6/17 AVL 7,60,62,64,66,70, -____-73,74 75t.__. -�_ - -- -- _ -- - ...__. - _ — 9-- -701VN REVISiO1d5--- —_ _. _..-.3/22117 -A 8 SCDH REVISIONS 3/9/17 AVL 4,7,34,37,43,55, �. ;n� �,q 1599 380 i `I�vA � os.6 , >.f .: ; x:=w .., r' . ,,,y ; "• :+ 5163 65 67 69 71 1979 ,; 3 ? ���«" ,•aix.� � `���°b ` Y/"-`th3 x.�P,*. �,.j,;;4i".��re l�G .£� .{ a:w.r�t.;,;.viy Issued for Date 15,16,17,18 1,999 408 2,407 July 10, 2015 N/A 6,188 N/A 6,188 SCTM: 1000-102-01-33®3 E SCDHS A rovalIft I SUFFOL,%-,�O� OEPA,gTWV4T OF HEMXH SERVICES � ff FOR APPROVAL OF NS U 'ION TOIL A MOMS IN FAY RESIDENCE GNLV rp-17— DATE HS 13EF.M. w, }r APPROVED c��✓���� ��fi/�� �� Drawing Number i f I c FOR MMIMU�OF J � BEMOMS p� N��j EXFgRES THREE VEAL M DATE OF APPROVAiI � V. �O C =40p., , rr T- o f :' o ( I • m Sheet of �( 9 28 � i gOFESSION� Project Number 29305.00 SC®HS Reference # C10-06-0013 I Ll Lieu I NOTES 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 OFFENCES.RETAINING WALLS,POOLS, 7 -y t PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION z O I /� IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, Q V PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FORANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF S ^^ AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE �_0 ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND IZ 1I (� THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION I MF COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED I SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY SU Q CO 1' 40011/ R=135.00' N 51 26'35" E N 51026'35" E NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS e j OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED pq VF L=9.05' 29.36' r 41.69' Cf) PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE zCONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATERCOURSES, O SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS OTHER THAN VISIBLE PERMANENT STRUCTURES BB CURB � �•— M _ I COPYRIGHTO NELSON 8 POPE,ENGINEERS AND SURVEYORS ALL RIGHTS _ RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, M CM N ('7 �1 RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED I` IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN M TO O J I PERMISSION OF THE SURVEYOR THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL It M C MUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FOR ANYOTHER 15.0, Z PURPOSE z L� y25, v 18 S' O N 17.0, `O34' C 18,2, o p� M N 4.0• p N N3' lTppO UNo' ON pNCY N J UNIT 7,5pAT�pN;321 3.31 2'0• ai N.o' UNIT 7s 2,0' m SOF NES 1,0 h o 22 ®AVID p 1 o 2.0. 1 14.3 142' � ��®`' L9 h I W Q 159, L,, F- ��. 05023 J I L N� SJ ti I I U) ��rJ� d) ' CID N S 24033'07"W I 107.80' L\Ot� S 65026'53" E �-�' 08-23-2020 FOUNDATION LOCATION 49.54' �\��-P _ _ 167.99' (ACT_UAL) FOUNDATION AS-CONSTRUCTED SURVEY FOR R=275.00' I S52055'20"W 1 UNITS 75-76 UNIT DESGNATION MAP OF L=77.85' I /�S37004'40"E HARVEST POINTE CONDOMINIUM 1 S 49009'21" E IL I 95.00' FILE NO.:471 FILED January 09, 2018 Ir' I SITUATED AT 238.82' I— QI CUTCHOGUE S 40052'38" E w _j TOWN OF TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK LU i S C T.M DISTRICT 1000,SECTION 102 01,BLOCK 0100,LOTS 43&44 27.03 I_ SOUTHOLD S52055'20"W , , _ 0 19.24' 0- I so L INELSONPOPE Af engineers•architects•surveyors z 70 Maxess Road,Melville,NY 11747. 631.427.5665.nelsonpope.com LI I LLL. LU DRAWN BY: JB CADD No.:INDIVIDUALSURVEYS LL 00026_I SCALE: SCHOOL HOUSE LANE CHECKED BY: PE FILE NO.: SHEET NO.: 1 OF 1 - i 1"=30' DATE: 04 09-18 PROJECT NO.: 00026 I sl - _ 40 " I NOTES },3 z THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM HE STRUCTURES TO HE .y ow PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND HEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, Z#/ 14 \\ n/� A ®O ''1 II r- PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION SWEET 'V' H r- IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, COURT Z ® PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY •yy f R T ,,[-) � uR, PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED nkF �•✓ a. PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,HE `a. SUB PAVEMENT I I LLI O ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO HE ITEM HIS SEAL AND ~ L� cc � � THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND HE DATE OF SUCH • '� \ L'..I 0 1 � 7� ALTERATION,AND A SPECIFIC DESCRIPTION OF HE ALTERATION !y G� BB CURB I I �'O = �I � 6 COPIES OF THIS SURVEY MAP NOT BEARING HE LAND SURVEYOR'S BLUE INKED E Z� SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY WG GE GE GE GES GE-_E ELEC. SERVICE ca„ I 4„y C,C GJ.O ' v� 've _� W r' GE C,E� E �i C��' � "►'7 a•• �� NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS W W GAS SERVICE G ��, c 1u r� -� OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED 03 W o 10" WATER MAIN W W W Q r .9 UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED DROP CURB Uu 0 LLI U) 6 U AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE I =`y LU ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN PLAN DATED 7/21/18 LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED U ..,� M I- i TYPICALLY IN HE SAME TRENCH ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS ...///� (Y' p ('� ,�a'.p THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON HIS MAP ` G / - I cps I - '� gig 5..• 'i-` CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR B \ �� �U jLU DI / (.J.. q7 C FURTHER DESIGN /JI �iy z-, A ..G tip ,P, PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE 25, I t!' __ CU .,� .w CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, / a E_( � a <'^ � (� SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS N 17 p. O tJ v 1%_1 OTHER THAN VISIBLE PERMANENT STRUCTURES I�� ?� cp'3 N 192' - O (-'ry _ COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS ALL RIGHTS 4' Gq,cZgG I G+ Nj 4°' G \ C� '��'�<v%p M '0 t1C RESERVED NO PART DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, RECORDING OR BY ANY O HIER MEANS.OR STORED,PROCESSED OR TRANSMITTED U C) IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN $3' wGE/ rycm _ y LL_ U PERMISSION OF THE SURVEYOR N 'STORY, _� / J 3 ;,� CL - ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IFANY,NOTLOCATED,NOT { GJ d p Ir0?OF F)ggME l U ` O ® O m is SHOWN O a O °' U/v/T�5 FOUNO'q RO�DENCE s 3. m / �� ALL SANITARY PIPING 4"8 6"SDR-35,TYPICAL v� N p, 20, 3 c U) l NIT�6 SANITARY SYSTEM AS-BUILTTABLE ca CO h o 22 3 cru STRUCTURE NAME TIE A TIE B 2C904 191 �7 ° 143 2'q' �, 20,010 2 � [u UNITS#75,76 1q rn SDR" o N s / c 0 ,� ��®F N � ST-1 48.0' 34.3' COIN 2' INv s sr s` DAVIDA ® ST-2 55.6 27.6 G CASTING W/ 29.17 s l `� sTz o �) RADE INv 2921 2875 O h /otu (/) co J 00 LP 72.0 32.7 P/P9.0' 6 28$9 27 g9 169, E, TYpS@ 2 j o INV k, Z DEEP C P 11, oP 3 ��� ��05 13 cNu tipNFA os-za-zozo FOUNDATION LOCATION SANITARY AS-CONSTRUCTED SURVEY FOR l 07-17-2020 SANITARY AS-BUILT UNITS 75-76 UNIT DESIGNATION MAP OF HARVEST POINTE CONDOMINIUM 1 FILE NO.:471 FILED January 09, 2018 SITUATED AT CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK HEALTH DEPARTMENT REFRENCE N UMBERS&AREA'S S C.TM DISTRICT 1000,SECTION 102 01,BLOCK 01 000,LOTS 043.000$044.000 UNIT No. HD RREF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA � � NELSON + POPE 75 R10-17-0129 1,599 S.F. 363 S.F. 1,962 S.F. 9 1,599 S.F. 363 S.F. 1,962 S.F. engineers•archrtects•surveyors 70 Maxess Road,Melville,NY 117470 631.427.5665. nelsonpope.com DRAWN BY: NP CADD No.:INDIVIDUALS00028 1 SCALE: CHECKED BY: PE FILE NO.: SHEET NO.: 'I OF 1 DATE: 07-08-20' PROJECT NO.: 00026 1"=30' i NOTES' W THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE J� PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE (I T 7 NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, Y !z PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, J PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY S, PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED �/� f" PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF (/Vj� Z AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE FT W ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND W THE NOTATION'ALTERED BY FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH FALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED R=135.00' N 51026'35" E BB IN 51'26'35" E SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID TRUE COPY '°AVF 1 �/ L= DO 9.05' 29.36' 41.69' W Z NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS r 7 OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED L 'L OL UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN p DROP CURB - PLAN DATED 7/21/18 LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED D/ A TYPICALLY IN THE SAME TRENCH ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS �U O Lf� v J THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP C T. W N M CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR CCI Wq�k mjj;Lu� O CO � ~ 1 FURTHER DESIGN wZQ.Q O mkr�� M 0 _J 1.O&, 't Z��Q� I PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE MqN <O 13 0• 3m z ) m M CONDSOIL CONDONS IF ANY,INCLUDING BUT NOT LIMITED TO ITIONS,TIONS,VEGETATION,TREES,PATHS,DEBRIS SOOR ANY OTHER CONDIIT ONS Z W OTHER THAN VISIBLE PERMANENT STRUCTURES VO 3n,h 2$, 1$$' O N 17 01 COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS ALL RIGHTS Cp I N 192, - O 0 RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, p / N 4,0 RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED� N IN OR BY ANY COMPUTER OR OTHER SYSTEM W9THOUT THE PRIOR WRITTEN R/O rl* ARAGF GgRAG / M O PERMISSION OF THE SURVEYOR Pq�ER $3, �� N �/ 40 / ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT O[t/ _N STp ` 3� U0 Q; J SHOWN (0 .01UNIT 7$Y FRAME RESIpENG 3 3 2 CO Q A/cc 130 GFC If 931.6 Ll UNlT76 2030, U h 0 2 0&/1 ab 110, 1q 3 ^ 22�' Z 0. Pq ER D ��®� N� CO CO N 20:h R O �� o�� DA A' �0 142, R/O 0A/C ~ m �� �� co CO W N�E3S O 1 O? CONC J wE<<.Typ Q 1$ 9• O I \ C) r' �-060213 t_` Q ° /J gJ f OP I M Q 4 A N D Svc r/ U) N S 24033'07"W 107.80' A 010 I S 65026'53" ES 06-23-2020 FOUNDATION LOCATION 49.54' �\��-PN,, _ 167.99' (ACTAL) FINAL SURVEY FOR 07-17-2020 SANITARY AS-BUILT UNITS 75-76 UNIT DESGNATION MAP OF R=275.00' I 552°55'20"_UW 11-20-2020 FINAL SURVEY L=77.85' S37°04'40"E HARVEST POINTE CONDOMINIUM 1 S 40FILE NO.:471 FILED January 09,2018 238.98209'21 89829'21" E W 95.00' I Z sITUATEOAT CUTCHOGUE S 40052'38" E W I TOWN OF TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK 27 , LV S,C.T.M.DTI DISTRICT 1000,SECON 102 01,BLOCK 01.000,LOTS 043.000a 044.000 S52°°55'20"W T Q Z SOUTHOLD; �' _ ° I 19.24' NELSON + POPE 7 ♦ engineers•architects•surveyors Z �j 70 Maxess Road,Melville,NY 11747. 631.427 5665.nelsonpope.com Ll- W DRAWN BY: NP ADD No.-LL � 00026 IS SCALE: E SCHOOL. HOUSE LANE CHECKED BY: PE FILE NO.: SHEET NO.: 1 OF 1 DATE: 11-30-20 PROJECT NO.: 00026 1 —30' Un4s 7 APPRO ED AS NOTED DRAINAGE INSPECTIONS ARE REQUIRED DATE: g p # -� $,3 Contact TOS Engineering at 765-1560 before I�4�' d Backfill,OR Provide Engineer's Certification FEE: I BY, that the drainage has been installed to Code. NOTIFY BUILDING 7EPARTM AT 765-1802 8 AM TO 4 PM FOR THE All exterior lighting FOLLOWING INSPECTIONS: installedo replaced or 1. FOUNDATION - TWC REQUIRED FOR POURED CONCPETE repaired shall conform 2. ROUGH - FRAMING & PLUMBING to Chapter 172 3: INSULATION Of the Town Code 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C,O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW PLUMBER CERTIFICATION YORK STATE. NOT RESPONSIBLE FOR ONLEAD'CONTENTBEFORC DESIGN OR CONSTRUCTION ERRORS. CER.TIFICATE,OF OCCUPAN,: SOLDER USED IN WA TER COMPLY WITH ALL CODES OF SUPPLYSYSTEM CANNO r NEW YORK STATE & TOWN CODES EXCEED 2/10 OF 1% LEA[ AS REQUIRED AND CONDITIONS OF SOUTHOI D TOWN PLANNING BOARD ft-PLUMBING WASTE ES I,A7� LINES NEED C01/ERING =N6T PROCEED WITH ,, ,'-;AAM,1NG UNTIL SURVEY 'Q t ROUNDATION-LOCATION OCCUPANCY OR �- JAsECN AP,PROVED. USE IS UNLAWFUI- WITHOUT CERTEVI, Blower door OF OCCUPANCY and ductwork testing required. ELECTRICAL INSPECTION REQUIRED Must provide Manuals D, J and S as per NYS Energy Code TRUSS PLACARDINQ REQUIRED Fire separation required as per �, NYS Code R302.12 DraftstoppMg. In combustible construction where there is usable space both above and below the concealed space of a floor-ceiling assembly, draftstops TABLE R405.1 2017 YORK STATE U IFOR CODE Section R316 Foam Plastic (n �� 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 Properties of Soil Classified According to the Unified Soil Classification System F- PUBLISHED JULY 2017, R316.1 General. The provisions of this section shall govern the materials, design, application, construction and installation of foam plastic materials. ' 2017 NEYV YORK STATE CODE SUPPLEMENT ( EFFECTIyE 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 Z R316.2 Labeling and identification. Packages and containers of foam plastic insulation and foam plastic insulation components delivered to the job site shall UNIFIED SOIL VOLUME W C ' 2017 NEVA YORK STATE ENERGY CONSERyATION CONSTRUCTION CODE floor-ceiling assemblies under the following circumstances: bear the label of an approved agency showing the manufacturers name, the product listing, product identification and information sufficient to determine GROUP cLA�ssS�lcMTloN SOIL DESCRIPTION DRAINAGE FROST HEAVE CHANGE !"1 c 2017 NEIN YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE SUPPLEMENT (FORMERLY KNOI�N AS THE 2016 NYSECCC. REyISED AUGUST 2. Floor framing is constructed of truss-type open-web or perforated members. that the end use will corn I with there uirements. SYMBOL cHARACTERIsncs POTENTIAL �I R 302.1.12.1 Materials. Draftsto in material shall be not less than 1 2 inch sum board, 3 8 inch wood structural anels. PY q EXPANSION C ami 2016, EFFECTryE OCTOBER 31, x.017) PP 9 / 9YP / P R316.4 Thermal barrier. Unless otherwise allowed in Section R316.5, foam plastic shall be separated from the interior of a building by an approved thermal GW WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, U 2016 NYSRC (2015 IRC 2ND PRLNTING) barrier of nd less than 1M inch gypsum wallboard. LITTLE OR NO FINES GOOD Low LOW Q 4--i V = 2016 NYSEC (2015 IECC 2ND PRINTING) 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 R316.5.3 Attics. The thermal barrier specified in Section R 316.4 is not required where all of the following apply: GP POORLY GRADED�E OR NO FINRE4S L SAND MIXTURES, 0 V a- a� GOOD LOW LOW TITLE 19 NOR PARTS 1220 THROUGH 1228, 1240, 1264 AND 1265 AND PART 300 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, Z � ) c5 LITTLE OR NO FINES GOOD LOW LOW _Q moi/ 7 SECTION R101 Exceptions: 2. The space is entered only for purposes of repairs or maintenance. L- o rn 4. Wood floor assemblies usin dimensions lumber or structural cam osite lumber a ual to or rent than 2 inch b 10 inch. SP POORLY GRADED SANDS, OR GRAVELLY SANDS, coop Low Low ~ ate+ f- I' E 9 P q 9 Y 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/e LITTLE oR NO FINES 0 a� inch gypsum board. GM SILK GRAVELS, GRAVEL SAND SILT MIXTURES MEDIUM LOW � -� Q CVO� Cn R101.2 The provisions of the International 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 SM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM Low = N} replacement, repair, 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 R316.4 subject to all of the following: GC CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM LOW () � N Z- 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 3Y inch. sG CLAYEY sANDs, SAND CLAY MIXTURES MEDIUM MEDIUM Low Z U pQ 5 v� lane in hei ht. Q L.� X M P 9 Exceptions: 2. The density of the foam plastic shall be in the range of 0.5 and 2.0 pounds per cubic foot. ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, Q LU a M 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 SILTY OR CLAYEY FIND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH Low U � N co R105.2 Work exempt from permit include retaining walls that are not over 4 feet in height measured from the bottom of the footing to the top of the wall, unless installed in accordance with Section M1507. accordance with ASM E 84 or UL 723. 2: GROUP 2 SLIGHT PLASTICITY ❑ •+- ti � 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, U M illumination of 6 footcandles 65 lux over the area of the room at a hei ht of 30 inches above the floor level. Section R317 Protection of Wood and Wood-Based Products A ainst Deca GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM MEDIUM � R109.1.5.1 Fre Resistance Rated Construction iinspection. Where fire resistance rated construction is required between dwelling units or due to location on property, the ( ) 9 9 Y CLAYS To Low .� 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. 0 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 o 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 D- 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 adjacent to the foundation at all points R109.1.6.1 Elevation documentation. If located in a flood hazard area, the documentation of elevations required in Section R322.1.10 shall be submitted to the building Section R305 R317.1 Location required. Protection of wood 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. Ceiling Height wood or wood that is preservative-treated in accordance with AWPA U1 for the species, product, preservative and end use. R404.1.7 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 rooms & 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 R405 Foundation Drainage R202 Definitions: h II have a ceilin hei ht of not less 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 mason foundations. Drains sh Continuous Insulation: Insulatin imaterial that is continuous across all structural members without thermal bridges other that fasteners and service openings. 2. A shower or tub equipped with a showerhead s a g g y ry all be provided around concrete or masonry foundations that retain earth and enclose habitable or fasteners shall be in accordance with ASTM A 153. Stainless steel driven fasteners shall be in accordance with the material re uirements of ASTM F usable s aces located below rade. Drains a tiles, ravel or crushed stone drains, perforated pipe or other approved systems or materials shall be Z 9 30 inches at the showerhead. 1667, q P 9 9 9 _O It is installed on the interior or exterior or is integral to any opaque surface of the building envelope. Mezzanine: An intermediate level or levels between the floor and ceiling of any story. 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 installed at or below the area to be protected and shall discharge by gravity or mechanical means into an approved drainage system. F- Exce tion: A est n wind s eed finished floor. p drainage system is not required where the foundation is installed on well drained ground or Bandl gravel mixture with soils according 0 Windbome Debris Re ion: Areas whthin hurricane- rune re ions located within 1 mile of the coastal mean hi h water line where the ultimate d g p g P 9 9 R308.4 Hazardous locations. The locations specified in Sections R308.4.1 through R308.4.7 shall be considered to be specific hazardous locations for the purposes R 319.1 Address identification. Buildings shall be provided with approved address identification. The address identification shall be legible and placed in a position to the unified Soil Classification System, Group I Soils, as detailed in Table R405.1. � (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 � R308.4.2 Glazin Adjacent to doors. Glazin in an individual fixed oro rable anel adjacent to a door shall be considered to be a hazardous location where the 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 I- Section R406 Foundation Waterproofing and Dampproofing R301.1.1 Alternative revisions. As an alternative to the re uirements in Section R301.1, the following standards are permitted subject to the limitations of this code 9 I 9 P I stroke with of not less than 0.5 inch. Where required by the fire code official, address identification shall be provided in additional approved locations to fn P q bottom exposed edge of the glazing is less than 60 inches above the floor. R406.1 Concrete and masonry foundation dompproofing. Except where required to be waterproofed, foundation walls thlat retain earth and enclose interior Z and the limitations therein. Whs;re en ineered desi n is used in conjunction with these standards, the design shall comply with the International Building facilitate emergency response. Where access is by means of a private road and the building address cannot be viewed from the public way, a Code. 9 9 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 dompproofed from the higher of (a) the top of the footing or (b) 6 inches below the top of the basement Q 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. 0 1. AF&PA Wood Frame Construction Manual (WFCM). (2015 EDITION) door. W Section R321 Elevators and Platform Lifts O 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 orous fill u to a hei h of - R 321.1 Elevators. Where rovided, assen er elevators, limited use and limited a lication elevators or rivate residence elevators shall corn I with ASME P P g t one half of the backfill) ' ^ R301.1.3 Engineered design. 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. u ,J conforming to this code, these elements shall be designed in accordance with accepted engineering practice. The extent of such design need only A17.1/CSA B44. P P 9 PP P PY The rt and covered with strips of 30 pound asphalt paper or 6 MIL polyethylene to permit water seepage while avoiding infiltration of fine soils. LL demonstrate compliance of nonconventional elements with other applicable provisions and shall be compatible with the performance of the conventional framed Exceptions: The remainder of excavated area shall be backfilled with the same type of soil as was removed during excavattion. M 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. Re 321.2 Platform Lifts. Where provided, platform lifts shall comply with ASME A18.1. Z � r J R408.1 Ventilation. Crawl space vents: Provide 1 s.f. of venting per 150 s.f. of floor area unless ground surface is cowered by a class one vapor retarder scope of this code. Section R322 Flood Resistant Construction material. If this retarder material is used, rovide 1 s.f. of ventin r 1500 s.f. floor area. Install vents withini 3 feet of each comer of ❑ Section R310 Emergency Escape and Rescue Openings P g Pe 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. R301.2.1 Wind desi n criteria. Buildin s and rtions thereof shall be constructed in accordance with the wind rovisions of this code using the ultimate design wind UNFINISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LEAST ONE EMERGENCY ESCAPE AND s. g g po P Table R301.2(1), and substantial improvement and restoration of substantial damage of buildings and structures in floor hazard areas, shall be designed R408.4 Crawls ce access rel to be min. 18" b 24'. 0 enin s throw h erimeter wall shall be not less than 16" Ib 24'. !�1 speed in Table R301.2(1) as determined from Figure R301.2(4)A. RESCUE OPENING PER SECTION R310. (Egress window & window well) Pa Pa Y P 9 9 P y and constructed in accordance with the provisions contained in this section. Buildings and structures that are located in more than one flood hazard 1� 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. TABLE R301.2(1) 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 excludin an unfinished flood-resistant R502.2.2 Blocking and els a oring. Blocking for fastening panel edges h fixtures shall ra a minimum of utility grade lumber. Subflooring shall be wood CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA R310.2.2 Window sill height. Where a window is provided as the emergency escape and rescue opening, it shall have a sill height of not 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 structural panels as specified in Section 503.2. Flreblocking shall be of any grade lumber. SUBJECT TO DAMAGE FROM the floor, where the sill height is below grade, it shall be provided with a window well in accordance with Section R310.2.3. 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. ~� GROUND Wind Design SEISMIC WINTER ICE BARRIER Air Mean �-{ FLOOD R310.2.3 Window wells. The horizontal area of the window well shall be not less than 9 square feet with a horizontal projection and width of not less than 36 R 322.1.6 Protection of mechanical, plumbin and electrical stems. Electrical tems, a ui ment and corn onents; heatin , ventilatin , air conditionin lumbin R502.6 The ends of each joist, beam or girder shall have not less than 1 1 2 inches of bearin on wood or metal aind not less than 3 inches on SNOW SPEED Topographical Special Wind DESIGN FROST LINE DESIGN UNDERLAYMENT Freezing Annual 9 sY q P P 9 9 9. P 9 / 9 LOAD f s CATEGORY WEATHERING TERMITE DECAY TEMP REQUIRED HAZARDS Index Temp 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. ., (mph) Ef ect Wind bourne DEPTH R310.2.3.1 Ladder and steps. Window wells with a vertical depth greater than 44 inches shall be equipped with a permanently affixed ladder or steps usable with the R322.3. R502.7 Lateral restraint at supports. Joists shall be supported laterally at ends by full depth solid blocking or by attaclhment to band or rim joist. Region Debris window in the ful 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 H w zone h P P g P i Exception: Locating electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing appliances and plumbing fixtures; duct R502.8.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural gllue-laminated members, W (, 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 b the manufacturer's recommendations or as shown on these (n MODERATE SLIGHT TO 10 R310.2.3.2 Drainage. Window wells shall be designed for proper drainage by connecting to the buildings 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 drawin s Y C"� 20 130 NO (B) SEVERE 36' TO HEAVY MODERATE Degrees Yes X 1500 9 • 0 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 R502.11.1 Wood Truss Design. Wood trusses shall be designed in accordance with approved engineering practice & be preppared by a registered truss desi n m R301.2.1.4 Ex osure cat o . 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. 9 v ) Q/ P ry 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 ❑ W 1. Exposure B. Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the size of single family dwellings infiltration of flood waters into the em in accordance with the lumbin revisions of this code. 1'� O or larger. Exposure B shall be assumed unless the site meets the definition of another exposure. R311.6 Hallways: min. 36' clear width. P g P Section R506 Concrete Floors (On Ground) 2. Exposure C. Open terrain withi scattered obstructions having a height less than 30 feet extending more than 1500 feet. Exposure D extends downwind R311.7 Stairways R 322.1.18 Flood-resistant materials. Building materials and installation methods used for flooring and interior and exterior walls and wall coverings below the elevation required in Section R322.2 or R322.3 shall be flood damage-resistant materials that conform to the provisions of FEMA TB-2. R506.1 Concrete slab on grades to be min 3-1/2 inches thick. 600 feet from the partially obstivcted area. Includes flat open country and grassland. R311.7.1 Width. Stairways shall be not less than 36 inches in clear width at all points above the permitted handrail height and below the required headroom height. R506.2.2 R 322.2.2 Enclosed area below desi n flood elevation. Enclosed areas includin crawls aces that are below the desi n flood elevation shall: Base. A 4 inch thick base course consisting of clean graded sand, gravel, crushed stone, crushed concrete or• crushed blast-furnace sla ssin Z 3. Exposure D. Flat, unobstructed aireas exposed to wind flawing over open water for a distance of not less tan 5000 feet. Exposure D extends downwind 600 Handrails shall not project more than 4 � inches on either side of the stairway and the clear width of the stairway at and below the handrail height, 9 g P g a 2-inch sieve shall be placed on the prepared subgrade where the slab is below grade. 9 � 9 feet from the unobstructed area. 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. 2. Be rovided with flood o nin s that meet the followin criteria and are installed in accordance with Section R322.2.2.1: Exception: A base course is not required where the concrete slab is installed on well-drained or sand-gravel mixture soils classified as Group 1 both sides. P � 9 9 according to the United Soil Classification System in accordance with Table R405.1. R301.3 Sto Hei ht. The wind revisions of this code shall a I to buildin s with este hei hts not exceedin 11 feet 7 inches and the lateral unsu acted R311.7.2 Headroom. The headroom in stairways shall 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 � ry 9 P pPy 9 ry 9 9 IY pP on 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 I-- bearing wall stud height permitted by Table R602.3(5). Individual walls or wall studs shall be permitted to exceed these limits as permitted by Chapter 6 R311.7.3 Vertical rise. A flight of stairs shall not have a vertical rise larder than 147 inches (12'-3") between floor levels or landings. the concrete floor slab and the base course or the re ared sub rade where no base course exists. The va or retarder is not re uired or Q R 322.2.2.1 Installation of o enin s The walls of enclosed areas shall have o enin s installed such that: P P 9 P q f Garages, provisions, provided that story heights are not exceeded. An engineered design shall be provided for 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. P 9 ' P 9 utility buildings and other unheated accessory structures. ~ 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 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 R311.7.5.2 Treads. The tread depth shall be not less than 9 inches per supplement. r resist wind loads shall be in accordance with the International Building Code. flood elevation, each area shall hove openings. I- `../ R311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not more than 1 X inches shall be provided on stairways with solid risers. Section R602 Wood Wall Framing Z 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 W 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. immediate) under each o enin R602.3 Design and construction. Components of exterior walls shall be fastened in accordance with Tables R602.3(1) through R602.3(4). Wall sheathing R302.2 Townhouses. Common walls separating townhouses shall be assigned afire-resistance rating in accordance with Section R302.2, Item 1 or 2. The common Y P 9• � wall shared by two townhouses shall be constructed without plumbing or mechanical equipment, ducts or vents in the cavity of the common wall. The wall R311.7.8.2 Continuity. Handrails far 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). 2 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. 0 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. Q accordance with Section R302.4. R311.7.10.1 Spiral Stairways. Spiral stairways are permitted provided that the clear with at and below the handrail is not less than 26 inches and the walkline radius is 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 0 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 not greater than 24 inches. Each tread shall have a depth of not less than q inches at the walkline. All treads shall be identical, and the rise shall not structural members supporting the lowest floor, with exception of piling, pile caps, columns, grade beams and bracing, is elevated to or above the base assembly tested in accordance with ASTM E 119 or UL 263. be more than q inches. Headroom shall not be less than 6 feet 6 inches. floor elevation plus 1 foot or the design flood elevation, whichever is higher. 2. Where a fire sprinkler system in accordance with Section P:2904 is not provided, the common wall shall be not less than a 2-hour-resistance-rated wall R 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. 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 and Coastal A Zones shall be supported on pilings or columns. 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 TABLE R302.1(1) 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 Ron Mezzanines R 325.2 Mezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feel DISCRIPTION A 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 NIN (a,b,c,d) = 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 312.2.1 Window sills. In dwelling units, where the top of the sill of an operable window opening is located less than 24 inches above the finished floor and greater located. r` FIRE-RESISTANCE RATED 1 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 TO 'OP PLATE THREE 8D COMMON. TOE NAIL r � � ti n r- eq ao WALLS followin R 325.4 Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section R311. 12 - o r v; NOT FIRE-RESISTANCE RATED 25 feet g: 3. CEILING JOISTS (NOT ATTCHED TO RAFTER , LAPS THREE 16D COMMON FACE NAIL ¢ N N N ri ti N tp 1. 0 erable windows with o enin that will not allow a 4 inch diameters here to ass throw h the o enin where the o enin is in its lar est o ened 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, OVER PARTITIONS ) `�' �i "' `' fO PROJECTION!i FIRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE 22 feet to <5 feet i P 9 P P 9 P 9 P 9 9 P columns and posts. position. TABLE R302.1(2) Exceptions: 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE R802.5.1(9) FACE NAIL 2. Operable windows that are provided with window fall prevention devices that comply with ASTk1 F 2090. EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS 1. Mezzanines or portions thereof are not required to be open to the room in which they are located, provided that the aggregate floor area of the 5. COLLAR TIE TO RAFTERS THREE 10D EACH FACE NAIL 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 TO PLATE THREE 10D COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL EXTE:RIOR 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 7. ROOF RAFTERS TO RIDGE, VALLEY OR HIP THREE 10D COMMON. TOE NAIL FIRE-RESISTANCE RATED 1 HOUR 0 feet by Section 8310.2.1. Section R313, a mezzanine shall not be required to be open to the room in which the mezzanine is located. RAFTERS WALLS TWO 16D COMMON. END NAIL v7 NOT FIRE-RESISTANCE RATED 3 feet Z o7 Section R313 Automatic Fire Sprinkler Systems 8. STUD TO STUD (NO AT BWP) 16D COMMON AT 24"O.C. FACE NAIL g Z R302.2.1 Continuity. The fire-resistance-rated wall or assembly separating 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 co z N a. deck or slab. The fire-resistance rating shall extend the full 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 f- o o Z J of assessor structures. R313.1.1 Desi n and installation. Automatic residential fire s rinkler stems for townhouses shall be desi ned and installed in accordance with Section P2904 or NFPA cn fn in ¢ g 8302.2.2 Parapets for townhouses. 13D9 P 9 11. CONTINUOUS HEADER TO STUD FOUR 8D COMMON. TOE NAIL 5 w 5 5 a N 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 0 16"0/C FACE NAIL W o: w a5 a5 U 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 UIP SPICE EACH SIDE OF JOINT)) FACE NAIL ASTM E 108 or UL 790 and the roof decking or sheathing is of noncombustible materials or approved fire-retardant-treated wood for a distance of 4 feet on R313.2.1 Design and installation. Automatic residential fire sprinkler systems shall be designed and installed in accordance with Section P2904 or NFPA 13D. 14. BOTTOM PLATE TO JOIST OR BLOCKING (NOT AT BWP) 16D AT 16"O.C. FACE NAIL o each side of the wall or walls or one layer of 5/8 inch Type X gypsum board is installed directly beneath the roof decking or sheathing, supported by not less Section 8403 footings N I 8401.4.1 In lieu of a Com tete eotechnical evaluation footin s shall be laced on rock, sand ravel and or ravel, sand, esti sand, cls a sand, silt ravel or 15. BOTTOM PLATE TO JOIST OR BLOCKING (AT BWP) 2-16D AT 16"O.C. FACE NAIL than nominal 2 inch (51 mm) hedgers attached to the sides of the roof framing members, for a distance of not less than 4 feet on each side of the wall or Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of dwelling units where the P 9 9 P 9 / 9 Y y Y 9 S walls and any openings or penetrations in the roof are not within 4 feet of the common walls. buildin is of T e V construction. Sidewall s rinklers that are used to rotect such areas shall be ermitted to be located such that their clayey grovel 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 a 9 YP P P P any inorganic material or fill. FOUR 8D COMMON. TOE NAIL 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 R402 2 lower roof. The common wall construction from the lower roof to the underside of the hi her roof deck shall have not less than a 1-hour fire-resistance Concrete: A 28 day minimum compressive strength (f'c) is required at the following locations: 9 balconies and decks that are constructed of open wood joist construction. 17. TOP PLATES, LAPS AT CORNERS + INTERSECTION 2-16D COMMON FACE NAIL rating. The wall shall be rated for exposure from both sides. 2. Basement walls exposed to weather. 3000 psi plus 5 to 7% air entrainment 3. Porch slabs, ste s 21. JOIST TO SILL TOP PLATE, OR GIRDER THREE 8D COMMON. TOE NAIL 8302.2.4 Structural independence. Each individual townhouse shall be structurally independent. Section 8314 Smoke Alarms p , and garage slabs: 3500 psi plus 5 to 7% air entrainment Z �T � R 403.1.4.1 Frost rotection: Bottom of all footin s to be at least 36' below rade. 22. RIM JOIST OR BLOCKING TO SILL OR TOP PLATE 8D COMMON 0 6"0/C TOE NAIL W W Exceptions: 8314,1 General. Smoke alarms shall comply with NFPA 72 and Section 8314. P 9 9 1. Foundations supporting exterior Walls or common walls. 8314.1.1 Listings. Smoke alarms shall be listed in accordance with UL 217. Combination smoke and carbon monoxide alarms shall be listed in accordance with UL R 403.1.5 Stepped Footings: Step footing 1 ft vertical maximum on 2 feet horizontal where slope of footing bottom exceeds 10Y. 27. BUILT UP GIRDERS AND BEAMS 2X LUMBER 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER �"j CD 5. Townhouses separated by a common wall as provided in Section R302.2, Item 1 or 2 2034. R 403.1.3.6 Isolated concrete footings. In detached one and two family dwellings that are three stories or less in height and constructed with stud bearing walls, 28. 2X LEDGER THREE 16D COMMON AT EACH JOIST OR RAFTER. FACE NAIL a } R302.3 Two-family dwellings. Dwelling units in two-family dwellings shall be separated from each other by wall and floor assemblies having not less than a 1-hour 8314.3 Location. Smoke alarms shall be installed in the following locations. isolated plain concrete footings supporting columns or pedestals are permitted. 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL 6" o c at ed es and 0 O m fire-resistance rating 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 each slee in room. R 403.1.6 Foundation Anchorage: Wood sole plates at exterior walls on slabs and all wood foundation wall sill plates shall be anchored with� inch diameter ROOF, AND WALL SHEATHING TO FRAMING 8D COMMO R ) / 9 W w P 9 N ( OOF) 12"o/c at interior Z tight against 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 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. 8D COMMON (SUBFLOOR) supports (see note f) W v w Exceptions: the 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 w E- 4. Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally from the door or opening of a bathroom that contains a bathtub or shower. 0 = ¢ 1 r a wi h NFPA 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 exce t where otherwise stated. ails u ed V o 1A fire resistance rating of /Z Hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed in acco d nce t p N s for framing and sheathing 8314.3.1 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 13, connections shall have minimum average bending yield strengths as follows: 80 ksi for shank diameter of 0.192 (20d common nail), a location required by Section 8314.3. C� R302.3.1 Supporting construction. Where floor assemblies are required to be fire-resistance rated by Section R302.3, the supporting construction of such assemblies TABLE R404.1.2(1) 90 ksi for shank diameters larger than 0.142" but not larger than 0.177", and 100 ksi for shank diameters of 0.142" or less. 9 1. Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) horizontally from a permanently installed cooking appliance, d. 4-foot-b 8 foot or 4 foot b 9 foot anels shall be a lied vertical) shall have an equal or greater fire-resistance rating. Minimum Horizontal Reinforcement for Concrete Basement Walls Y- Y P PP Y W ii 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 su orts shall be s aced 6 inches on center for a minimum of 48 inch distance from rid 8302.5.1 Opening Protection. Honeycomb•-core steel doors not less than 1 3/8 inches thick, or 20 minute fire-rated doors, equipped with aself-closing device. Doors PP P ges, eaves and gable end p W from ora a into habitable s sae: 45 min. fire rated with self - closin device. cooking appliance. MAXIMUM UNSUPPORTED walls and 4 inches on center to gable end wall framing. 44 9 9 P 9 HEIGHT OF BASEMENT LOCATION of HORIZONTAL REINFORCEMENT 3. Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a permanently installed cooking appliance. WALL FEET ❑ 8302.5.2 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 ( ) No. 26 a e sheet steel or other a roved material and shall not have o enin s into the aro e. 4. R 314.4 Interconnection. Where more than one smoke alarm is required to be installed within an individual dwelling unit in accordance with Section R602.3 5 2x4 wall studs at 16 inches on center with a maximum het ht of 10 feet shall su rt a maximum of one floor lus roof ceilin assembl . 2x6 9 9 PP P 9 9 9 58 ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY ( ) 9 PPo P / 9 Y R302.6 Dwellin - arae fire se aration. The arae shall be se arated as re uired b Table R302.6. 0 enin s in aro a walls shall corn I with Section R302.5. R314.3, 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. s g g g p g g p q y p g g g py AND ONE N0. 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 roof/ceiling assembly. Exceptions: ui r � c� Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are Where designed by in accordance with accepted engineering practice or where the ultimate design wind speed is less than or equal to 130 mph, H V 0 ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY perpendicular to the adjacent dwelling unit wall. Section 8315 Carbon Monoxide Alarms >8 AND ONE N0. 4 BAR NEAR THIRD POINTS IN THE WALL STORY 2X6 jI2 grade studs supporting a roof load with not more than 6 feet of tributary length shall have a maximum wall height of 18 feet when � m R302.6 Garage walls: 5/8 inch type X gypsum board on garage side, 1/2 inch type X gypsum board on opposite wall side at habitable areas. R315.1 General. Carbon monoxide alarms shall comply with Section R315. spaced at 16 inches on center and 20 feet where spaced at 12 inches on center. Z Z 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 R602.3.2 Top plate. Wood stud walls shall be capped with a double top plate installed to provide overlapping at corners and intersections with bearing Z Z W R302.9 Flame S read & Smoke Densi Index. R309.2.1: Wall & celing finishes shall have a flame spread classification of not greater than 200. R30.9.2: Wall & Ceiling accordance with UL 2034 and UL 217. partitions. End joints in top plates shall be offset not less than 24 inches. Joints in plates need not occur over studs. Plats shall be not less Z i .� v 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. _ finishes shall have a smoke developed index of not greater than 450. R315.2 Where required. Carbon monoxide alarms shall be provided in accordance with Sections R315.2.1 and R315.2.2. (D o [�� R302.11 Fire blockin shall be rovided in wood-framed construction in the following locations: R315.2.1 New construction. For new construction, carbon monoxide alarms shall be provided in dwelling units where either or both of the following conditions exist. MINIMUM VERTICAL REINFORCEMENT BAR R602.6 Drilling and notching of dimensional lumber to conform to sections R602.6, R602.6.1, and figure R602.6(1). Notching & bored hole limitations for fn ......... �:� � .. 1. In concealed spac s 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. SIZE AND SPACING (INCHES) exterior walls and bearing walls, figure R602.6(2) Notching and bored hole limitations for interior non bearing walls & figure R602.6.1 top plate W / SEN RO �� 2. The dwellin unit has an attached arae with an o nin that communicates with the dwellin unit. framing to accommodate piping. 16 gage and 1.5 inch wide metal tie fastened across and to the plate at each side of the notch with 8-10d nails 0 �' r �T 1.1 Vertically at the ceiling and floor levels. 9 9 9 Pe 9 9 MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE OF WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH each side. Follow manufacturers specifications for engineered products. (figure R602.6.1) U ^i �` �Z C� 1.2 Horizontally at intervals not exceeding 10 feet. (FEET) (FES Do not backfill with any soil containing silt or clay. �. syr,;'' ? 2. At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. 915.2.3.1 One Family Dwellings. --I ,1.,,i -X � WALL THICKNESS (INCHES) Q >% .. O. 3. In concealed s aces between stair strip ers at the to and bottom of the run. Enclosed s aces under stairs shall corn I with Section R302.7. 915.2.3.1.1 Buildings constructed on or after January 1, 2008. �, �, m fn: P 9 P P P Y 8 10 12 W ` "I tr ,c C7 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 8 7 NR NR NR = \ or, VIS.tJ products of combustion. The material filing this annular space shall not be required to meet the ASTM E 136 requirements. g 8 5 m 41 NR NR U \0,� 3B 5. For the fire blocking of chimneys and fireplaces, see Section R1003.19. 915.2.3.1.1.1 A carbon monoxide alarm shall be provided on each story containing a sleeping area, within 15 feet of the sleeping area. More than one carbon monoxide to s s m 41 5 ® 22 NR f0 : 6. Fire blocking of cornices of ai two-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. ✓�`I " R302.11.1 Flreblocking materials. Except as provided in Section R302.1, Item 4, fireblocking shall consist of the following materials. 915.2.3.1.1.2 A carbon monoxide alarm shall be provided on each story that contains a carbon monoxide source. NR denotes no reinforcing required. ❑ Y�R� 1. Two-inch nominal lumber. 915.2.3.3 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 Locate vertical bars 1Y," clear from inside face of walls. The center of bars shall not vary from this by more than % inch. occu anc Grou s E 1-2 (except hospitals), 1-4, R-1, R-2, R-3 or R-4; and (3) are not covered by Section 915.2.3.1 or Section 915.2.3.2. ..•.............•I............. 2. Two thicknesses of 1' nominal lumber with broken lap joints. P Y P 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. ) ' JOB NU R 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. 2 16023 5. One half inch gypsum board. 6. One quarter inch cement based millboard. Lj•j 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. UNIT 7 6 UNIT 7 5 Q SHEET NUMBER 2 Z (MODEL B- 1 15 ) (MODEL B- 2 W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED TABLE R602.3(3) P2607.2 Pipes penetrating 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 IDENTIFICATION SIGN CO Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (o,b,c) methods: ^^ ,, 141101.11.1 (R303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crawlspace walls and the perimeter of 1. A waterproof sealant applied at the joint between the wall and the pipe. N PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS Z W ULTIMATE DESIGN Z 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. 2. A flashing of an approved elastomeric material. W ;_-, TYPE CONSTRUCTION, PRE-ENGINEERED WOOD MINIMUM MINIMUM MAXIMUM WALL SPACING (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 2 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 damage, the tank shall be installed in a pan constructed of one of the following: SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) WIND EXPOSURE 6" DIA. U 2 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. Q .� = RATING (INCHES O.C.) (INCHES O.C.) PANTONE (PMS) IF187 p V 16 B C D TABLE N1102.1.2 (R402.1.2) 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. V gd Insulation and fenestration Re uirements b Com anent 3. Other approved materials. N 0 Q� z COMMON 1.75 24/'16 7/16 16 6 12 170 140 135 q y P R602.3.5 Braced wall ane) uplift load path. Braced wall panels located at exterior walls that support roof rafters or trusses (including 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. p p p p pp ( 9 P ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE L o 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 ~ +-, � N ~ R-VALUE Section 0101 Scope EFLECTIVE j '1"�'I U > = �' 04 practice. 4 ExcEPT 0101.1 General. The provisions shall be applicable for new construction where solar-ready previsions are required. RWHITE ate." N MARINE 0.35 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 " � t CA .- R802.11 Rafter or truss uplift force. For rafters at 16"o/c in 13Omph 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 Section 0102 General Definitions 1/4" Z i §cn 5 M / not allow sufficient space for there required insulation, the minimum required insulation for such roof/ceiling assemblies shall be R-30. The reduction of Solar-Ready Zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a solar photovoltaic or solar 1/2" OU Q LU C M Span (ft) 12 18 24 28 32 36 42 48 P q q / 9 thermal system. TRUSS IDENTIFICATION SIGN STROKE 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 m2) or 20 percent of the total insulated ceiling area, whichever is less. y COMPLIANCE WITH 19 NYCRR 1264 U = 1`n.. - � Increase x1.09 for itch < 5 12. Increase x 1.5 for 24"o c spacing. Increase x 1.32 for 140 mph. N1102.2.4 (R402.2.4) Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces such as attics and crawl spaces shall be SIGNS IDENTIFYING THE EXISTANCE OF TRUSS CONSTRUCTION SHALL CONSISTS OF A CIRCLE 6'IN ❑ V M p / / P Section 0103 Solar-Ready Zone .- achin sum board and sum ane) products 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. DIAMETER,WITH A STROKE WIDTH OF 1/Y.THE SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN W Cl) R702.3.5.1 Screw fastening. Screws for attaching gyp gyp P P 9 YP YP 0103.2 Construction document requirements for solar ready zone. Construction documents shall indicate the solar-ready zone. m and shall penetrate the wood not less than 5/8 inch. 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 RERECTIVE RED IN COLOR CONFORMING TO PANTONE R1102.1.2 based on thea applicable climate zone specified in Chapter 3. 0103.3 Solar-ready zone area. The total solar-ready zone area shall be not less than 300 square feet (27.87 m2) exclusive of mandatory access or set back 2 PP P P MATCHING SYSTEM(PMS)X187. D_ 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 al the in tub and shower areas and wall panels in shower area shall be of materials listed in Table R702.4.2, 141102.2.8 (R402.2.8) Floors. Floor framing-cavity insulation shall be installed to maintain permanent contact with the underside of the subfloor decking. SECTION 1265.4.SIGN OR SYMBOL R702.4.2 Backer boards. Materials used as backers for wall pa a total floor area less than or equal to 2,000 square feet (185.8 m2) per dwelling shall have a solar-ready zone area of not less than 150 square feet 141 102.2.9 (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. (13.94m2). 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 TO THE EXTERIOR OF THE RESIDENTIAL STRUCTURE: PROVIDED,HOWEVER,THAT: IS AFFIXING THE SIGN OR 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 overheadof access or set back areas as required by the International Fire Code. 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 UTIUTY ;0 Backer Board Materials N1 102.4.2 (R402.4.2) Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors, and outdoor combustion air. Where using tight-fitting 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 MATERIAL STANDARD 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 U103.5 Roof bTO BE AFFIXED TO THE ELECTRICAL BOX,documentation. The structural design loads for roof dead load and roof live load shall be clearly indicated on the construction documents. X,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR GLASS MAT GYPSUM BACKING PANEL ASTM C 1178 tight-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 WALL OF THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX THE FIBER REINFORCED GYPSUM PANELS ASTM C 1278 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 011FICATE Z NONASBESTOS FIBER-CEIAENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY C NONASBESTOS FIBER MAT' REINFORCED CEMENTITIOUS BACKER UNITS ASTM C 1325 location or main circuit location. OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE WOOD ROOF TRUSS SPECIFICATIONS: V TABLE R703.8.1 ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING CODE. 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) NNJ)• 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. Air Barrier and Insulation Installation 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 SIZE of STEEL ANGLE NO STORY I ONE SToRY TWO STORIES is required for each car space in a garage. 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: � °'O (inches) ABOVEABOVEGENERAL 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 000/4 e'-0" 4'-6' 3'-0' THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. E 402.14 Tamper resistant receptacles. Nearly all 125 volt 15 and 20 am receptacles to be tamper resistant D + L L4x3x1/4 e'-o" 5'-0• 4'-6" BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. P P riY P P P (EQUATION 16-9) 0 CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY D + S (EQUATION 16-10) 1,50.54/`16 10'-o" 6'-0" W-o" GAPS IN THE AIR BARRIER SEALED. D + .6W (EQUATION 16-12) IY 1_63.50/4 14'-0" W-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) O 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, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 OF I-_ m 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. c. Minimum bearing to be 6". KNEE WALLS SHALL BE SEALED. ( ) R703.12 Adhered masonry veneer installation. Adhered masonry veneer shall comply with the requirements of Section R703.7.3. WINDOWS. SKYLIGHTS AND THE SPACE BETWEEN WINDOW/ DOOR JAMBS AND FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE 1 THE WORK SHOWN ON THESE DRAWINGS HAS BEEN DESIGNED IN Qii rnR703.12.1 Clearances. ACCORDANCE WITH THE STRUCTURAL REQUIREMENTS OF THE 2015 ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: 1:1 v DOORS SEALED. INTERNATIONAL RESIDENTIAL CODE AS ADOPTED BY NEW YORK STATE. TCL. = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY ASCE?-10 , TCDL = 15 PSF, 1. Minimum off 4 inches (102 mrn) above the earth exterior stud walls, adhered masonry veneer shall be installed: DESIGN LOADS: [_j RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER BCLL=IOPSF, AND BCDL = 10 PSE. PROV1DE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. R703.12.2 Flashingat foundation. A corrosion-resistant screed or flashing of a minimum 0.019 inch 0.48 mm or 26 gage galvanized or plastic with a minimum FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION g ( ) 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 .751. ii....., � vertical attachment flange of 3 ).i 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 R703.14.2 Fre 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 SPACE SHALL BE SEALED. GROUND SNOT LOAD 20PSF FROM FIGURE R301.2(5) ALLOWABLE GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDONED MEMBER ONED SPACES. MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 DEFLECTION FOLLOWING INFORMATION:1. DEPTH, SLOPE (IF ANY) SPAN, AND SPACING. �� feet (3048 mm) to a building on another lot. (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 UNER FOOT DEAD LOAD FOR ROOF FRAMING) Rafters having slopes greater than 3:12 L/180 2• LOCATION OF ALL JOINTS. R703.8.2.2. Support by roof construction. A steel angle shall be placed directly on top of the roof construction. The roof supporting construction for the steel angle shall THE DRYWALL with no finished ceiling attached to rafters 3. REQUIRED BEARING WIDTHS. O 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. consist of not fewer than three .> inch by 6 inch wood members for wood construction. A wood member abutting 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 EXTERIOR WALL FROM THE SHOWERS AND TUBS. BALCONIES AND DECKS: 40 PSF Interior walls and partitions H/180 4.2. TOP CHORD DEAD LOAD. ^^ ,. 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 UNE LOAD. f-- l� w anchored by the use of two 10d nails at every wood stud spacing. Install flashing and weep holes. The maximum height of the brick veneer above the lintel ON EXTERIOR WALLS BOXES SHALL BE INSTALLED. UNINHABITABLE ATTIC WITH STORAGE: 20 PSF Floors and ceilings w/ brittle finish L/360 4.4. BOTTOM CHORD DEAD LOAD. W shall be 12 feet 8 inches, with Hoax 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. t) R703.8.4 Mason veneer shall be anchored to the the supporting wall studs with corrasion resistant metal ties embedded in mortar or grout and extending into the N1102.4.5 (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. CONTROLLING WIND LOADS. p Masonry PP 9 Exterior walls with plaster or stucco finish L/180 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 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. m = 8d common nail. Airspace= 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 (7513a) 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. V J housing and the interior wall or ceiling covering. SEISMIC DESIGN CATEGORY: B FROM FIGURE 301.2.2 (exempt from 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY ❑ P] spaced not more than 32" on center horizontally and 24 inches on center vertically. 9 9 9 ( p Exterior walls with flexible finishes L/180 LOCATES RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. R703.8.5 Flashingshall be located beneath the first course of mason above finished round level above the foundation wall or slab and at other points of support., C402.4 R402.4.6 Tenant Separation Walls Mandato Fre Separations between dwelling units in two-family dwellings and multiple single-family dwellings seismic provisions of code per R301.2.2) O masonry g P PP ( ) P (Mandatory). P g y 9 P 9 y g Lintels supporting mason 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,o0oPSF Per TABLE R401.4.1 PP 9 rY / 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 141103 (R403) NOTE: Soils with clay or clay and silt will require a redesign 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. Systems of building footings. 12, REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. 66 U 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: 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 TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE I Q R802.1.5.4 Labeling. Fire-retardant treated lumber and wood structural panels shall be labeled. the heating and cooling system on a daily schedule to maintain different temperature set points at different times of the day. This thermostat shall include L STRESS DESIGN PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING 9 9 Ys Y P P Y Door And Window Required Design Loads: CODE E- 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 55T (13T) 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 70T (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 U 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 temperature setback. Hot water boilers that supply heat to the building through one or two pipe heating systems shall D + L (EQUATION 16-9) W that point. Where the roof pitch is less 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. 130 MPH ULTIMATE 140 MPH ULTIMATE 2 ceiling joists, such as ridge beams, hips and valleys, shall be designed as beams. WINDOW/DOOR SQ.FT.AREA WIND SPEED WIND SPEED D = DEAD LOAD, L = LIVE LOAD, � N1103.3 (R403.3) Ducts. Ducts and air handlers shall be in accordance with Sections N1103.3.1 through N1103.3.5. 0 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 (Prescriptive). Supply 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 FLOOR TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: Q accepted engineering practices. Q R802.7.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members, cross-laminated 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 PSE, TCDL = 10 PSF, AND BCDL = 5 PSF timber members or I-joists are prohibited except where perrtnitted by the manufacturers 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 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 TRUSSES SHALL HAVE A MAXIMUM LIVE LOAD DEFLECTION OF L/480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". R802.8.1 Bridging. Rafters and ceiling joist;; having a depth to thickness ratio exceeding 6 to 1 based on nominal dimensions shall be supported lateral) 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 DRAWINGS SHALL of PROVIDED TO 9 1 9 P 9 PP Y by 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. Table values shall be adjusted for heights > 30 and exposure C or D by multiplying by the ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE adjustment coefficient in Table R301.2(3). FOLLOWING INFORMATION: 8 feet. Exceptions: Plus sign signifies pressures acting toward the building surfaces. 1. DEPTH, SPAN, AND SPACING. R802.9 Trimmer joist: single header and trimmer for openings up to 4'-0" and doubled over 4'-0" unless otherwise noted on plan. Connect with tecos for header 1. Air-impermeable spray foam products shall be permitted to be applied without additional joint seals. Minus sign signifies pressures acting away from the building surfaces. 2. LOCATION OF ALL JOINTS. oist s ans of 6'-0" and reater.. 2. For ducts havin static ressure classification of less than 2 inches of water column 500 Pa additional closure stems shall not be re uired for 3. REQUIRED BEARING WIDTHS. j P 9 9 P ( )' sY q 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. continuously welded joints and seams, and locking-type joints and seams of other than the snap-lock and button-lock types. 4.2. TOP CHORD DEAD LOAD. N1103.3.3 (R403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage. 4.3. BOTTOM CHORD LIVE LOAD. r- 141103.4 R403.4 Mechanical stem piping insulation Mandato Mechanicals stem piping capable of carrying fluids above 105'F 41'C or below 55'F 1TC shall 4.4. BOTTOM CHORD DEAD LOAD. ui C4 6 � � C6 , ao ( ) sY P P 9 (Mandatory). Y P P 9 P RY 9 ( ) ( ) H ri o r; tri C4 be insulated to a minimum of R-3.141103.7 R403.7 Equipment sizin and efficiency ratio Mandato Heating and cooling equipment shall be sized in ABBREVIATIONS 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPUCATION. Q N N N M N u; ( ) g �' 9 (Mandatory). 9 95. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. R806.3 Vent and insulation clearance. Where eave or cornice vents are installed, 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 o r N ni ri ri ai A.B. ANCHOR BOLT 6. EACH REACTION FORCE AND DIRECTION. or other approved heating and cooling calculation methodologies. DTL 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. ABOVE FINISH FLOOR pTL DETAIL LT. LIGHT REINF. REINFORCING,REINFORCED 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY N1103.6 (R403.6) Mechanical ventilation (Mandatory) The building shall be provided with ventilation that meets the requirements of the 2015 Intemational Mechanical ADJ. ADJACENT/ADJUSTABLE , RANGE 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 �' EACH LVR• LOLOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. LOUVER B. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER, Section R807 Attic Access E.J. EXPANSION JOINT LT. LAUNDRY TUB 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. R807.1 Attic access. Buildings with combustible ceiling or roof construction shall have an attic access o enin to attic areas that have a vertical height of 30 means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. ALUM. ALUMINUM R.O. ROUGH OPENING g g p g 9 EIEC. 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 (2.8m2). The vertical height shall be measured from the top of the ceiling ANCH. ANCHOR MAS. MASONRY framing members to the underside of the roof framing members. Section 141104 (R404) Electrical Power and Lighting Systems ELEV. ELEVATION RNID ROUND 11. MAXIMUM AXIAL COMPRESSION FORCES B THE TRUSS MEMBERS. < ANGLE MAT. MATERIAL co ARCH. ARCHITECTURAL EQ. EQUAL MAX. MAXIMUM S.C. SAWCUT 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. z CO The rough-framed opening shall be not less than 22 inches by 30 inches (559 Trim 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 EQUIP EQUIPMENT MOO MEDIUM DENSITY OVERLAY SCHEM. SCHEMATIC + DRAFTSTOPPING: IN COMBUSTIBLE g y g ( y 9 cy P permanently . Yhigh-efficacy P P ® AT CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-CEILING ASSEMBLY, DRAFISTOPS SHALL BE accessible location. Where located in a wall, the opening slhall be not less than 22 inches wide b 30 inches high 559 mm wide b 762 mm high). be high-efficacy lams or not less than 75 percent of the ermanentl Installed lightingfixtures shall contain only lamps. Exception: Low EXP. EXPANSION MECH. MECHANICAL SHLF SHELF INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. & z co CO co a. a Z z z O z z04 - 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 SHL. SHEET WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOORI-CEILING ASSEM LJES UNDER THE O O O i= O O Z J w access measured vertically from the bottom of ceiling framing members. See Section M1305.1.3 for access requirements where mechanical equipment is BLDG. BUILDING EE. EACH END SIM. SIMILAR FOLLOWING CIRCUMSTANCES: � rn � ¢ in � � located in attics. Section M1305 Appliance Access BM BEAM M.O. MASONRY OPENING S•S• STAINLESS STEEL - - � Z 5 w 5 a a APP P Pa P APP P P P / FLOOR COVERING CHANGE MTL. METAL STL. STEEL MATERIAS*. DRAFTSTOPPING MATERIAL SHALL BE NOT LESS THAN 1 2 INCH GYPSUM BOARD, 3 8 INCH WOOD STRUCTURAL PANELS. w a5 a5 U M1305.1 Appliances access for ins ection service, repair and replacement Appliances shall be accessible for inspection, service, repair and replacement without BTM BOTTOM F C � / 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 F.D. FLOOR DRAIN N.I.C. STRUCT. STRUCTURAL 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 dee and 30 inches wide 762 mm b 762 mm shall be provided in front of the control side to EDN. FOUNDATION NTS NOT IN CONTRACT SUSPENSION - g p g p p ( y ) p BRG. BEARING SUSP. 1 9 Y requiring 9 ( ) pp FLR. FLOOR (NTS) NOT TO SCALE TYPICAL ROOF & FLOOR TRUSS NOTES: N jurisdictions designated b law a;; r uirin their use or where the edge of the roof is less than 3 feet 914 mm from a lot line. Class A, B and C service an appliance. BRK BRICK SGD SLIDING GLASS DOOR 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 * o modules installed on or above the roof covering shall be of the largest appliance, but not less than 30 inches 762 mm high and 22 inches 559 mm wide and not more than 20 feet 6096 mm Ion measured CENTER LINE O.C. ON CENTER TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF METAL-PLATTE-CONNECTED WOOD TRUSSES SHALL c14 R 902.4 Rooftop mounted photovoltaic panels and modules. Rooftop mounted photovoltaic panels and mod t g g pp ( ) g ( ) ( ) 9 Ct 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. tested, listed and identified with a fire 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 s 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 a; 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 on ignition source shall be elevated such that the source of ignition is not less than 18 inches (457 mm) FT. FOOT / FEET OPT. TGS TOP OF GRADE SLAB INSURE TIGHT FITTING JOINTS. COL. COLUMN OPTIONAL TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS (RESPONSIBLE FOR THE MEANS AND R 903.2.1 Exposed wall flashing required to have click-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 s R 905.1.2 An ice barrier water shield shall be installed per manufacturers specifications, to maintain product warranty. Carry down front of fascia, min 4" M 1502 Clothes dryer duct maximum length not to exceed 35' from the connection to the transition duct and reduced 2-1/2 inches for every 45 degree bend and CONC. CONCRETE GA O.S.B. ORIENTED STRAND BOARD Typ TYPICAL METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE F- / COND. CONDITION GAUGE OZ. OUNCE T TREAD Z typical. Apply 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. GALVANIZED LATERAL STABILITY IN ACCORDANCE WfRi ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA BUILDING COMPONENT SAFETY INFORMATION (®CSI) GUIDE TO GOOD PRACTICE FOR W CONT. CONTINUOUS higher. Ice protection requirements per table R301.2 1 Install ice & water shield at all eaves, able ends, his & valleys. On roofs slopes less labeled in accordance with UL2158A Exhaust duct size shall comply with code section M1506. 1/R ONE ROD TR TOWEL ROD HANDLING, INSTALLING & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. U 9 P q P ( ) 9 P y P � CONST. CONSTRUCTION G.C. GENERAL CONTRACTOR � than 4:12, entire roof to receive ice & water shield. openings: q openings g GEN. GENERAL 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 11 CD M 1506 Exhaust o enin s A minimum clearance of 3-0' is required between air exhaust terminations and o enin s into the building. / CTSK. COUNTERSUNK * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY BRACING HAS Q O m M1507.4 Minimum required local exhaust rates far one & two family homes. GYP. PC POURED CONCRETE R 905.2 Slope. Asphalt shingles shall be used only on roof slopes of two units vertical in 12 units horizontal (2:12) or greater. For roof q Y C.O. CASED OPENING GYPSUM G.L. PBD. PARTICLE BOARD U.N.O. UNLESS NOTED OTHERWISE BEEN DESIGNED AND INSTALLED FOR THE INSTILLATION OF THE TRUSSES. J p slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double Area to be exhausted: Kitchen = 100 cfm intermittent or 25 cfm continuous. CANT. CANTILEVER GLUE LAM W w PL. PLATEunderlayment 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 PNL. PANEL VERT. VERTICAL W w � R 905.2.5 Fasteners. Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 CLG. CEILING HDWR. HARDWARE V.I.F. VERIFY IN FIELD WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: D C� = a 0 105 inch 3 mm shank with a minimum 3 8 inch diameter 9 5 mm head, complyingwith ASTM F 1667, of a length to C.M. CROWN MOULD HORZ. HORIZONTAL,HORIZONTALLY PWD. PLYWOOD Wy WASHER U o gage [ ( )] / ( ) 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 C.R. CHAIR RAIL HD.WD. HARDWOOD PF. PREFABRICATED W WITH penetrate through the roofing materials and not less than /. inch (19.1 mm) into the roof sheathing. Where the roof sheathing is 1 inches 38 mm from the framing member face to which wall, ceiling or floor membranes will be attached, the pipe shall be protected b shield lutes / (� � ( ) 9 9 P P P Y P HR. HOUR PR. PAIR Wyp, 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 mrrl) thick, the fasteners shall penetrate through the sheathing. that cover the width of the I and the framing member and that extend not less than 4 inches 51 mm to each side of the framing member. Where D DRYER (n 4 pipe 9 ( ) 9 HDR. HEADER PROJ. PROJECT / PROJECTED W.W.F. WELDED WIRE FABRIC 3. The electrical systems shall be installed in accordance with chapters 34-41 of the 2015 IRC & 2016 NYSRC. .- R 905.2.8.3 Sidewall flashing. Base flashing against a vertical sidewall shall be continuous or step flashing and shall be not less than 4 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 W9 II HB HOSE BIB PSI POUNDS PER SQ. IN. WO OR W/O WALKOUT 4. All general notes unless otherwise noted on plans or product specifications. T 1 inches (102 mm) in height and 4 inches (102 mm) in width and shall direct water away from the vertical sidewall onto the roof member and extend not less than 4 inches (51 mm) above the bottom framing member and not less than 4 inches (51 mm) below the top framing DBL. DOUBLE PSF POUNDS PER SQ.FT, i z' 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 I.D. INSIDE DIAMETER WNDW WINDOW 5. AlAll applicable state & local codes, ordinances and regulations if any. INGR. IN GROUND P.T. PRESSURE TREATED 6. In areas where the drawings do not address methodology, the contractor shall be bound to perform strict compliance with manufacturers specifications and / or ❑ Z the vertical side well, the vertical leg of the flashing shall be continuous under the siding. Where anchored masonry veneer is G2415.7.3 (404.7.3) Shield plates. Shield plates shall be of steel material having a thickness of not less than 0.0575 inch (1.463 mm) (No. 16 gage) DIR. DIRECTION INSUL. INSULATION QUAD. QUADRUPLE provided on the vertical sidewall, the base flashing shall be provided in accordance with this section and counterflashing shall be DN DOWN recommendations. 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 INT. INTERIOR REQ'D REQUIRED 7. General contractors and subcontractors to review these construction documents upon receipt from architect and report an and all discrepancies including an W = provided in accordance with Section R703.7.2.2. the vent terminal. Door stops or closures shall not be installed to obtain this clearance. DR. DOOR REF. REFER TO REFERENCE P P P y P 9 y fLi r � U R 905,2.8.5 Drip edge. A drip edge shall be provided at eaves and rake edges of shingle roofs. Adjacent segments of drip edge shall be DW DISH WASHER I.S. INSIDE CORNER RMS. ROOMS dimensional conflicts, immediately to architect for corrective measures prior to construction. 91 V CD 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 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 JOINT REINF. REINFORCING REINFORCED 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 general notes and typical details a throughout the job unless otherwise noted or shown. 0 m and extend up back onto the roof deck not less than 2 inches (51 mm). Drip edges shall be mechanically fastened to the roof level. KSI KIPS PER SQUARE INCH 9 YP PPS' 9 1 Z le 10. DISCREPANCIES: The contractor shall deck at no more than 12 inches (305 mm) o.c. with fasteners as specified in Section R905.2.5. Underlayment shall be installed compare and coordinate all drawings; when in the opinion of the contractor, a discrepancy exists, the contractor shall J 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 over the drip edge along eaves and under the drip edge along rake edges. 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 promptly report it to the architect for proper adjustment before proceeding with the work. Z qa_ qQ v termination clearance. 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 (' o = �- - m R 1001.1 Mason fireplaces & chimneys to be constructed in accordance with Section R1001 and the licobfe provisions of Chapters 3 GRAPHIC SYMB0LS conditions that are shown or noted elsewhere on the construction document set. - ., . ,.,_, ,�, Masonry 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 ....... and 4 of this code. 12. All work is to be performed in a professional manner and in accordance with best practice and consistent with manufacturers and supplier's recommended W the building. P P p pp' LN ROES R 1003.9 Termination. Chimneys shall extend not less than 2 feet higher than an portion of a building within 10 feet, but shall not be less installation procedures. D y- G� 'A� Y g Y P 9 ® STRUCTURAL CALL. REFERENCE 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 , -1 `\' ti Z than 3 feet above the highest point where the chimney passes through the roof. Section G2439 (614) Clothes Dryer Exhaust )(�( DETAIL REFERENCE 9 proofing 9 P � `r m including weatherazation water roofin and framing with respect to the construction documents. F- -1 G2439.1 (614.1) Installation. Clothes dryers shall be exhausted in accordance with the manufacturers instructions. Dryer exhaust systems shall be independent of all Q m,, < m Section R1004 Factory-Built Fireplaces XX v PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER ("REGULATIONS"), 8 NYCRR 69.5, ENTITLED i ,.�. 'S z C1 a s shall) be listed and labeled and shall be installed in accordance with the conditions of the listing. Facto other systems and shall convey the moisture and any products of combustion to the outside of the building. FLOOR FINISH CHANGE �� ,,, R 1004.1 Factory built firepl cery 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 `` "SEALS", AN ARCHITECT WHO SEALS PLANS, SPECIFICATIONS AND REPORTS" MUST PLACE A STAMPED WARNING ON THE SEALED DOCUMENT INDICATING THAT: R IS A W e \ . y . built fireplaces shall be tested in accordance with UL 127. VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AND ITEM IN ANY WAY. 2 0 R 10004.5 Gasketed fireplace doors. �4 Basketed fireplace door shall not be installed on a factory built fireplace except where the fireplace duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the manufacturers instructions. system has been specificall;� tested, listed and labeled for such use in accordance with UL 127. O DOOR / HARDWARE TYPE CJ)U ` 2�& 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 XX - - - XX \ . ✓� V �R� is mechanical) 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 BUILDING SECTION ❑ -___,/ Y P P P P 9 P P P 9 PP 9 PP in manner that prevents water entry into the building. Counterfleshing into the opening of pipe serving as a vent terminal shall not reduce the required XX XX �= PARTITION TYPE 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 JOB 2Vi6O23 cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 m2) throughout 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 thickness and installed R-value shall be listed on certification provided by the insulation installer. W UNIT 76UNIT 7 5 Li= SHEET NUMBER 14 M DB- 1U)( O EL (MODEL W r".11" 2 I I --I-- I I 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WHEN NOT ALIGNED WITH RAFTER, C0 CONNECT KING STUDS TO TOP PLATE F_ ATTACH TOO EACHA�2o X MRROOFPAR ROOF FRAMING WRAP 1-1/4"X22 GA.6ALV.COIL STRAP Z C'S--W X 24'MIN OF 6FP051146 Rklm OVER TOP OF TOP PLATE AND NAIL 2x4 OR 2xb W ATTACH TO EACH PAR 2x ACO LEDGER W/2-3/9"x5"LAO CRIPPLE STUDS OP OPPORW RAlm R061' ROGF BOLTS® I6"or- INTO STUDS DBL TOP S Ib'O.G. U SEE PLAN 51�PIJdN 2X BLOCKING O 51MP50N 5TRON6-TIE A35 ® EVERY RR AT 2 END BAYS D 2X4 STUD WALL ORU 0 6AABLE END TRUE{ Z 5hP5GN SIRON6 5M'��ON STRONlG -- CEILING J015T OR WiSTROMBAGK5 _O w `� TRU55 BOTTOM CHORD 51MP50N H2 GONNEGTOR®EA SIMPSON STRONG 11E H2 8D NAILSTE H26 _TE VA SIMPSON RTT20NG-TIE t L o SIM 8d NAILS TYP. RLD6E STRAPS SHiN1 OE ATFAGt®TO EXIT PAR GF CPPG51N6 RAFTT3t5. ALTERNATE TO RIDGE STRAP: SI ®EVERY RR RAFTER TO 5TUD AND KINGS ~ 4 N TYP. Q7fGEPFION:RDEE 5TRAPS ARE NOT RE4M WH M COLLAR TES OF PROVIDE 2X4 COLLAR TIE AT (WHEN ALIGNED) NAL 2X4 ARE LOGATID N THE THUD OF THE UPPER THIRD OF THE ATTIC SPACE � •f� N iso> rn FOR USE Wf.N STUDS AND USE IN 6"NATON MY WEN STUDS AND NCM D(i OR LU�R M W 4-10d AT EACH RAFTER) GS-22 STRAP AT F- = '"'} I AL16N DO NOT AL16N ATTIC SPADE AW ATTAGHi®TO F�1Gt1 PAR Gf RAFfB<5 W/4-IOd MALS EACH STUD,SEE (n .0 N.2 Z - L5U26 FOR 2x6 LSL28 FOR 2x8,2x10,OR 2x12 DETAIL 4 Q W c M FRAMED 6 U = W fi co WI OR ❑ U C) co RIDGE STRAP DETAIL / -RIDGE STRAP DETAIL DOOR LA28"EVERYGC�J-TIE STUDSa16 O.C. NO SPECIAL Fr CONNECTORS REQ d (FOR CATH.GL65 WITHOUT COLLAR TIES) / (WITH OR WITHOUT COLLAR TIES) 2x AGQ LEDGER W/3/8'x5"LA6 at'o"'a,r. 2 N.TS. LOCATE AT // 3 N.TS. LOCATE AT EVERY RAFTER BOLT® 16" OG INTO STUDS IN THIS AREA 51vPa7N STRCNb 5hPa0N STRDNlG STRAPPING TO BE 1-1/4 X 22 GA. TIE LT5 TE Mb / 6ALV.,SEE DETAIL 4/01.ALL 5TIRAPPIN6 5MP5ON STW w NAIL M 5•ICD MAY w-uu r muw / ^� GABLE END WALL TO BEAR A MIN.OF 10"ON FRAMING. TE HO OR HHIOS OVER W SifAT1"IS U51T. , PORGH 'ROOF 80 NAILS TYP. / FOR U5E W M 5TW5 AAV USE IN COMMAT10N ON..Y Wf315TLM AND 10 S 5 RAPP I NC DETAIL I I DETAIL T TTI G 'RAFTEtS ALIGN '12AFT[925 DO NOT ALIGN N.T.S.1V T5. STRAPPING TO RUN ONTO RIM JOIST,SEE DETAIL 010(ONE STORY)OR ONTO STUD U AT WALL BELOW(TWO STORY) ROOF RAFTER HURRI DANE TIES\\\ • • • Q�KiT � . LOCATED AT EVERY ROOF RAFTER \ • ATTI G o • 5TRAPP I NC DETAIL 0 ' �cN POST CAP cc�4, �2 FOR FRAME GONNEGTI ONS o ' M ECCQS-4 AT ENDS LL. Ln �• DI N.TS. A- /- 2ND FLOOR / R (2)2x Z / STRAP OR 4x PROVIDE 31)(14'X3"WA5HER PLATE AT ALL ANCHOR BOLTS 4-Ibd FADE NAILS FROM M5TC48O3 SECURED BY WOOD 5111 PLATES. KING STUD INTO HEADER ❑ COLUMN P05T TOP ANCHOR 51MP5ON PAB OR 5B ANCHOR BOLTS MAY BE U5ED IN LIEU OF T 1"� SRA►' START Wei THREADED ROD W/WASHER PLATE. F+y BD U10H / LOCATE AT EVERY GOLLJMW 6tRDER CONNECTION H/2'U'Fieri PROVIDE 3'X6'X.036'&ALV.STEEL PLATE WU pC MH / EW GF STUD b-8D NAILS AT CORNLT25 AND INTI�EGTIN6 (4)NALS MN IN i �` WALLS. 3'X12"X036'&ALV.STEEL PLATE W/ 1t•U14DTH Or) i l ��NAILS 12-8D NAILS AT AT BUTT JOINTS IN STRA16HT 51MPSON LSTAI2 STRAP W/ CLEAR SPAN WALLS WERE THERE 51MLE PLATE OR HEADER 5-100 NAILS EACH END AT r 2X6 KING STUDS NON): EACH JAGK STUD 01/ I ONE AT SPANS UP TO 6 F;T qJf LBNSTH \ NAILS 24 MINIMUM LAP SPLICE TWO FOR 5PA%6 TO 12 FEETFIRM O 21/8 50'4P A301 ROD THREADED b"BOTH ENDS. THREE FOR SPANS 12 To 16 FEET 2x6 JACK STUDS NA.N): ., PaANC " ' 12-160 MIN.NAILS ' G BOTTOM PRE-bkNF ® 3/4 AND I ROD AT 51MP50N STEEL STRONG WALL,SEE PLANS AT ALL SPLICES ONE AT SPANS<b DISTANCE CF 7/8" EW LENGTH IST FLOOR NAILS TWO AT SPANS FROM V TO 12' THREE W IV MtJ. � IR ANTO�TED�o>T}�WISE ON PLAN Q AEW44SIMPSON POST BASE `� 2'X3/8"X3"WASHER PL W/NIJT EACH 51DE 0 (�4)I � Cfr22 COIL STRAP I ABU44 OR ABU66,SEE PLAN UPPER STORY SHEAR m 1 WALL TO GIRDER FLOOR TO FLOOR TIES I - - -- BELOW GONNEGTION ALTERNATE ANCHOR BOLT DETAIL ® EXTERIOR WALL ❑ W FOR SET BACK WALL5 HDU HOLD-DOWNS AND 5TRON6 WALL DOUBLE TOP WALL PLATE SPLICE DETAIL HEADER CONNECTION N.TS. LOCATED AT EVERY STUD \ "�' 1/2'0 HOOKED ANCHOR BOLT W/T• \ FOUNDATION ION MINIMUM 51 MINI EM M EXPANSION I3 N.T.S. U NOTE I \ BOLT W/5'MINIMUM ETffi�h1ENT N.TS. 1� AlTS. 1" PI.TS. I COL STRAPS HIER S1 EATHIN6 PROVIDE bd 0&9N(0.151 x 2s'LONG)NAILS \ COL STRAPS M a&THM PROVIDE IOd 0*01ON(0151 x V�NALS. \\\ 6 COLUMN P05T BOTTOM ANGHOR Q LOCATE AT EVERY GOLl1MW 6tRDE2 GOMIEGTICTI Hof R�rTfR RY.ItGRID ALLOWABLE HOLES - To I7Ar vary'AM 8D NAIL a b'0/C AT ALL PANEL EDGES 16D NAIL®24'O/G H U \ As m w C�TQ"� HIP RAFTER, IbD NAIL a 24"Q/G }(�"056 OR PLYWOOD LVL Headers and Beams W 51MPSOGORNER TIE 5EE PLAN INTERIOR SHEATHING 1.3E Timberstrand® MicrollamOD LVL (4)NALS MN.N LSL hole zone Pa allam®PSL 2 x diametter of the and NOTE=Y6ERE 24'WIDE MINIMUM FULL HE16HT depth U WALL RETURN 5 PROVIDED AT ENDS OF I IZ"LBNOTH(TYP) hole zo largest holle(minimum) O BRACED WALL UNE THE 6"HOLD"MAY I I' BE ELIMINATED. PROVIDE TWO(ONE AT EACH fz LEITH(MK) ;�`J Y 8D NAIL a b'0/G INTERIOR SIDE)05.22 STRAPS PER DETAIL 4 IN LIEU OF I 13/4'MN - _ _ _ L5TA36 STRAPS SNOHI^N IN THE DETAIL. NAIL SHEATHIN6 TO � � R SILL PLATE 4' /6 2x AAT RILL PLATE NTS ° o AT ALL PANEL EDGES d - T - - NAILS 0 H/bd 2X AT RILL BASEMENTS ° EXTERIOR GYPSUM BOARD - - - - rr 0SIH0 0 Microllame LVL and 5/8 DIA.MAY, 2-ANCHOR Parallam®PSL J 7'MINUMUM BOLTS MAX,2'-8'OL_ - - -- - Ix to HUT VAIN SD NAIL B 12'0/6 AT ALL EMBEDMENT EXTEND BOLTS MIN.1'INTO CS-22 COIL STRAP Iliac 9W To Pffl t MEMBERS NOT AT PANEL EDGES EDN.WITH T16HTENEP NUT t MIX. allowed hole zone 3'x 3'WASHER TO EACH BOLT. (2)2 x i ACq 6 P"LTP4 RATE NALf.D TO . middle V3 span PROVIDE TERMITE SHIELD SILL SMISM OL 58tH 15/32 056 OR -LSTA36 W/10-10d NAILS k4 GONTINKJI�S BAR SEAL AND MAINTAIN 8"MIN. SILL�� RM AW SILL PLATE A W0/G a EACH R41M M INSIDE CORNER OUTSIDE CORNER LOCATED 2 TO 6 PLYWOOD SHEATHING INTO STUD ABOVE AND FROM NO TO FINISHED 6RADE Vk=JW NM IMP d 1.3E TimberStrand® LSL allowed hole zone d r` '7 ti BELOW(2 EACH CORNER) FROM TOP OF WALL -4 NAL As�TAgP 5V tvrc�N PLAN VIEW P VIEW LLL r r; � � T � �; aD NOTE, 0 � N N M t7 m N Lq Tall=2,980✓` ��An�� COIL STRAPS UNDER 51E.4T1iIN6 PROVIDE:8d COMMON(0.131 x 25'LONG)NAILS.COIL EXTERIOR HALL TOP �/-�G� /� /� General Notes Q N N N r� r� CO N ,rj STRAPS OVER 51EATHIN6 PROVIDE.lod COMMON(0.131 x 3'LONG)NAILS. EXTERIOR Ll�llJl� GV ItN['� HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniformly loaded LAY-OBER OR FALSE GALLEY PLA- �{I P CONNECTION j-� DEPTH HOLE SIZE headers and beams only. d STORY GC3RNE?R GOINNEGTORS TYPICAL ANCHOR BOLT STUD TO RIM J015T TO SILL PLATE 5T-RA4PPIN( DETAIL WALL FRAMING 4�., • Round holesoniy 5'/z13�q' • No holes in cantilevers. q�n TS. LOCATED AT EVERY CORNER N.TS. LOCATION AS NOTED N.TS. LOCATE AT EVERY STUD ►I T5• N'Ts' N.TS. N.TS. 7Y4"to 20" 2" • No holes in headers or beams in plank orientation. See illustration for Allowed Hole Zone DO NOT cut,notch or drill holes In headers except as Z CO Indicated In Illustrations and tables. 66 z a a N A MINIM M OF TWO BRACED I ALL LINES(ftJ ARE`R6d1N�IN EACH DIRECTION OF A BUILDING. BW_5 SHALL NOT BE SPAGIE D 19tFClOCD STRAP AND wALL` fATfINy D AL n o 0 0 0 0 o E M'- w MORE THAN 60 FT APART. WALLS WTHM A BWL SHALL NOT BE OFFSET BY MORE THAN 4 FEET PROM A BW.. BVL LOIGATIONS ARE NOTE, To rCP a'Pow wALL f U���I I uoTE, To TOP GF Pew WN1.f OT v� v� �n j cn to a Q W IIVIGATED FLOOR PllJ�S 2 FT MAX PONY WALL MAY BE I I 2 FT MAX PONY WALL MAY BE ,AesGN MV M PM AT 66-WSP ORAE.® A BRACED WALL PANEL(BHP)%HALL 3156TH WITHIN 10 FEET OF EACH @V OF A OHL. THE DISTANCE BETVM ADJACENT PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER I � � � w � � of o5 0 IYAL EW PANELS(TYPE A)HUU AS WAURED ED�6M OF EW SHALL NOT BE eREATHR THAN 20 FEEL. TH1RE%WALL BE A MINMUN OF TWO BW ON EACA BW.EXCEPT AT 3 I/2'WIDE WL HEADER dSEE FLAW o 0 AT ORACIP WALL DETAILS G ANP D. WALLS<Ib FEET LONG MAY HAVE ONE 48'OR LONSM BWP. BWPr ARE TYPICALLY G5-W5P SHEATHED BRACED WALL PANELS 0 (TYPE A)OR 6YP5UM BOARD 65(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS A5 NOTED ON PLAN WHERE BW TYPES A c� ® 8-IlA U45 AT DTTIZ AND B DO NOT QUALIFY DUE TO MINIMUM LENGTH REQUIREMENTS OR ADDITIONAL GONTRIBUTIN5 L.EN6TH OF 5HP 15 REQUIRED. CONTNNXJU5 To OUT51DE OF PANE. 0 BW TYPES ARE INDICATED ON FLOOR PLANS. 0 ♦1 N ® 3/8°0 THREADED ROD z z (♦) ® CS-W5P CONTINUOUSLY SHEATHED BRACED WALL PANELS(TYPE A)SHALL MEET • THE MINIMUM LBJ6 OF TABLE'Rb02.105. NAIL jl(y'MUUMIM WALL CONTINUOUS IU'4 MIN DEEP FADER TO CONTINUOUS IU4'MIN DEEP HEADER TO NOTE:WERE 24 WIDE MINIMUM AT FUS HEIGHT OUTSIDE KING STUD(SEE PILAW Q OUTSIDE KING STUD(SEE PLAN) Q PANG ME wALL RETURN 6 PROVIDED AT ENDS OF 51fJ1T}NN6 NTH 8d WIt5 0 b'O/G(�6E5)AND l2'O/G(1=1f7D)AND PROVIDE 1X C5+6P BRACED WALL LIE THE book BLOCKING AT ALL I1N5UPPORTED PAIR EIXES. PROVIDE 800 PIOl1ND HOLD" FASTEN J'SHEATHING To HEADER WY ' FASTEN J'SHEATHING To HEADER W/ ' Z HOLDOM MAY BE ELIMINATED. PER DETAIL Iq OR 20 AT ENDS OF BRACW WALL.LINES THAT 00 NOT HAVE 8D NAILS 0 3'O/G IN FAGH DIRECTION 60 NAILS 0 310/G IN EACH DIRECTION W EMIR A 24'MINIMUM RIIJ-Wile r WALL.RETURN OR A 48'MINIMIML BWP. SIMP50N LSTA24 STRAP ON BOTH SIDES AND SIMPSON LSTA24 STRAP ON UN5HEATWD � TRIM TOP OF PANEL A5 REiOV � E"'� 0 TABLE 8602.105 MINIMUM LENGTH REQUIREMENTS OF GrrWSP EACH OF HEADER TO JACK STUD W Ib-IOD NAILS FACE W/I6-IOD NAIL` 6-114'5D5 SCREENS Q w m CONTINUOUSLY SHEATHED BRACED WALL PANELS FASTEN TOP PLATE TO AILS a W/2 H= FASTEN TOP PLATE TO AILS 0 W/2 F- PORTAL STRAPS 1/2'FROM E06E ON 'J W ROWS OF 16d NAILS s 3'O/G Xp ROES OF 16d NAILS 0 3'O/G Z WALL MIN PANEL BOTH SIDES(4 STRAPS PER PAHA WALL AJAGINF CLEAR MINIMUM LENGTH OF U HEIGHT(FT) WIDTH'L' U LLL HEIGHT(FT) OPNG fE16HT E3RAGFJ7 WALL PANEL PAF 5HW1 HAVE A L13H6TH'L•of NOT PANEL SHALL HHAVE A LENGTH 9.'OF NOT W r L..t W H.. -SIMPSON CM COUPLER NUT <64' 24' LESS THAN I6'FOR 8 FT WALL,18'FOR q LESS THAN Ib'FOR ONE STORY AND 24'FOR 8 28 v U _ _ SIMPSON S,65 STRON64NN.L.5B Z $ 64'TO 80' 32' FT WALL,AND 20'FOR A b FT WALL 5� � FIRST FLOOR of TWO STORY APPLICATION. q 32' &0'TO 46" 36"� xx PIAN FOR ACTUAL LENGTH SEE PLAN FOR ACTUAL LENGTH 10 34' PANE.,VERIFY PAN'3.15 PLU43 < <64' 27' GYPSUM BOARD "GB"BRACED WALL PANELS(TYPE B)SHALL Q Q " 4 3/8'0 ANCHOR BOLT OR q b4'TO 80' 30' 48'MINIMUM IN LENGTH ON BOTH 51DE5 OF WALL PER TABLE X II 42' ADFr51VE ANCHOR 80"TO qb" 41' `R602J05. SECURE)r1'6YP�5IJML BOARD wTH bd COOLER NAILS, (2)JACK STUDS MIN.OR PER PLAN (2)JACK STUDS MIN OR PER PI1W �C (2 42 NOTE:DETAIL APPLIES TO W ~ (64' 30' 4CI15'X 176'6YPEAIM BD NAILS,OR jogs'X IV Q BOTH ENDS of HEADER w w • 10 b4'TO 80' 30' NAILS 0-100/0(�)AND TO/G(FIELD). BL�OGKING 15 NOT 0 u_ • ° " 80"TO qb" 38" AT MPPIORTE�PANEL(:Va 5 WHEN PAN95 ARE BLOCKING AT PANEL Eoe-M BLOGKIN6 AT PANEL.ED6M L ❑ INSTAL H ED HORIZONTALLY. PROVIDE JOIST OR TRUSS OR FULL •Partial credit for panels 36"to 48"wide per R602.1052 HEIGHT BLOCKM DIRECTLY ABOVE AND BELOW TYPE S WALLS, . „ _ TYPICAL HOEDOWN DETAIL AT ONE JACK AND KING STUDS ONE JACK AND KING STUDS I3LAGKIN6 AT PANEL ED6es L EQUAL TO w CONTINUOUSLY SHEATHED WOOD Two 5Tu>n or > 12" 9 0 FASTEN T/I6'SHFATHHM6 TO EACH STUD FASTER T/Ib'SHEATHING TO EACH STUD FRAMED FLOOR A STUCTURAL PANEL "CS-WSP" -TYPE A g GYPSUM BOARD "GB" - TYPE B AND SILL IN 8D COMMON NAILS a 3' AND SILL w 8D COMMON NAILS a 3'01r, FASTEN'IAW SHEATHING TO STUD 0 m NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 AND SILL W/8d NAILS a 4'0/0 Z J PORTAL DETAIL"A'ONLY APPLIES SIMPSON H A 5 HOLD"IN 14-U4W5 SIMFSON HIND HOLD"W/6-1/4' /' "I TO 2 FT TO 18 FT WIDE OPBNIN65. Z / Q TABLE 602.103(1)BRACING REQUIREMENTS BASED ON 140MPH TABLE 602.10.3(2)WIND ADJUSTMENT To 5GRBN5 N DOUBLE END STUD 5D5%GRILM IF NO FLOOR ABOVE. H1DU4 HIOLDOWN HY Io-I/4'SD5 � � �.�G p_R WIND SPEED,FJCPOSURE B,30 FT MEAN,ROOF HEIGHT,10 FOOT REQUIRED LEN6T1!OF WALL BRACING. 2-V2'0 ANCHOR BOLT OR F�AN51oN 5GR65 IF FLOOR ABOVE. PANE TO 51T DIRECTLY ON TOP OF CONCRETE FOUNDATION WAILL A{ BOLT WITH 2'X2'X�k'PL WASHER OVER 1/2'0 ANCHOR OR EXPAN510H BOLT 0 G y ;)� C' SMPraON DTFZ tIADOYuN AT G�-WSP DRAGED WALL HEIGHTS,AND 2 BRACED WALL LINES ADJUSTMENT STORY CONDITION ADJUSTMENT 2-1/200 ANCHOR OR EXPANSION BOLT 4$ WALL E W FALLS(IYfE 4 HUU AS WaW CONT BASED ON SUPPORTIN6 FACTOR k4 BAR CONT IN TOP OF CONCRETE _ "r ' m STORY BWL 5PAGING METHOD 6B ®II AT ORAD®OVAL DETAILS G MD D. CONCRETE k4 BAR laNf IN TOP OF GONGRETE U . ' 0 SHEATHING EXPOSURE CATE60RY ONE STORY G 12 Fa�DATION FOUNDATION FOUNDATION - � t ® $-IOD NALS AT DrrIZ TOP IO' 25' 55' EXPOSURE CATEGORY ONE STORY D 15 k3 TILE „ H I-- Z ) k4 BAR GOVT IN TOP AND BOTTOM Qvri� ;�•' � ,` m EXPOSURE CATEGORY TWO STORY G 1.3 PA05i-18 ANCHOR 13OLT OR Ye OF CONCRETE FOUNDATION SIMPSON 567/8X24 OR PABT-18 ANCHOR d : : EXPOSURE CATEGORY TWO STORY D I b EXTEND WALL 51EAT1116 OVER RIM 106T ROD HU WASHHER PLATE,SEE DETAIL 15A71 BOLT OR Ye,'THREADED ROD, W J TOP 20 5.0 10.0 PAB5-I8 ANCHOR BOLT OR 3;'THREADED OVER ROD W/WASHHER PLATE,SEE DETAIL BA71 SEE DETAIL 15/DI = \ 0 ROOF EAVE TO RIDGE ROOF ONLY 15 FT 13 PAHg gM `[ TOP 30' 1.0' 145' FRAMED WALL PORTAL DETAIL'B'ONLY APPLIES TO b FT TO IS FT WIDE OPENIN65. U) ROOF HAVE TO RIDGE ROOF ONLY 20 FT Ib FLOOR PANEL HAS CONTRIBUTINN6 LENGTH OF 48'TOWARDS 8602.10-%)MINIMUM LENGTH WALL TO BE USED ON FIRST FLOOR APPLICATION ONLY.PANEL HAS TOP 40' 9.0' 18S' ROOF EAVE TO RIDGE ROOF+I FLOOR 15 FT 1.15 REGUIREMtENT5 FOR BRACED WALL PANELS AT BRACED WALL LIMES. KNL TO EE CONTRIBUTIVE,LENeTH OF 48'TONARDS Rv02.103p)MINIMUM L 346TH 51M'SOFN STRONG WPNL RI CIIRECi EN6IHEERID DESIGN TO ROOF EAVE TO RIDGE ROOF+I FLOOR 20 FT 13 115®ON FIRST FR.00R APPLICATION ONLY. REMIREMENTS FOR BRACED WALL PANELS AT BRACED WALL LINES. To ACTUAL HORIZONTAL PANEL SEIZE AND ANC,+IOR N W AIDS FOR 10N ❑ TOP 50 11.0 23.0 ROOF EAVE TO RIDGE ROOF+2 FLOOR 15 FT 1.1 ............ ... ...................................: I ( ROOF FAME TO RIDGE ROOF+2 FLOOR 20 FT NP - I TOP 60' 13.0' 215' �� i� JOB N BER WALL HEIGHT ANY STORY bFT O.q CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL ABW SIMPSON STRONG WALL 3/8'0 ANCHOR BOLT OR : : WALL HEIGHT ANY STORY q FT OA5 AL�EsIVEANCHOR BorroM of 2 Io 5.0 los WALL HEIGHT ANY STORY Il FT 1.05 FRAME "CS-PF" DETAIL - TYPE C "PFH" DETAIL - TYPE D DETAIL - TYPE E DETAIL - TYPE F BOTTOM OF 2 20' q.0' Iq.O' WALL HEIGHT ANY STORY 12 FT I.I b NOT TO SCALE PER FIGURE 8602.10.6.3 D NOT TO SCALE PER FIGURE 8602.10.6.2 NOT TO SCALE PER ENGINEERED METHOD w2016023 a. NOT TO SCALE PER FIGURE 8602.10.6.1 4• ooffa ;. N1N1fER OF BWL PER PLAN DIRECTION AT STORY 3 1.3 BOTTOM OF 2 30' 13.0' 21S' 7 BEM3 N1M8Bt OF BHNL PER PLAN DIRECTION AT STORY 4 1.45 Q SHEET NUMBER BOTTOM OF 2 40' 11.0' 36.0' I �&"L-�PLAN DIRECTION AT STORY 5 OR MORE Ib GYP IE FINISH TRODOMITEDC, FROM INSIDE FADE OF BWIP L4 2 B RACED WALL PANEL DETAILS I LS HOEDOWN DETAIL AT SLAB BOTTOM OF 2 50' 21.0' 44.0' APPLIES TO METHOD C,5-NSP ONLY a GYP BD FASTENING ANY STORY 4"O/G O., UNIT 7 6 (B- 1 15 ) UNIT 7 5 (MODEL B-2 ) zBOTTOM OF 2 bo' 25.0' 525 APPLIES TO METHOD 6B ONLY D 1 NOT TO SCALE W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED 12 (L 2 HR 5EPERATION A Z LINE OF ROOF q TRU55 BEYOND WALL PER UL#336 62-5 10'-0" W HIP WIDTH E 4'-0" 4'-0" RID6E5 TO ALIGN (3) 2x8 P.T.GIRDER (NO VENTING) (NO VEN IN6) I RI 6E VENT CL BEYOND Z RID6E VENT W 1x8 FASCIA BOARD U 4 -� 05 " I /8/ KE 6'AZEK TRIM BOARD p o BI-5 SIM(TYPJ � U �N ca>: 12HORIZONTAL GUTTERS 4 LEADERS U) �"Z - = ALL 6UTTER5 d LEADERS 5HALL BE BAKED Z L `c'n `0 rn 51MP5oN LU52&3 FACE q 12 12 12 12 G WHITE ALUMINUM.032"MIN.6AU6E,6UTTERS Q u M ry MOUNT HANGER 6'AZEK TRIM BOARD 12 1212 1 RELATED f SHALL 13E "REQUIRED ACCESSORIES 5EAMLE55,O-6.STYLE 1,VALL LEADERS ❑ = M y co (3) 2x12 P.T. 61RDER BEYOND U _ - -TT� 12 12 SHALL BE MIN.2"x3",.027"6AU6E W/CLIPS d M �.+�:.::.:�,' U '" rl HARDIPLANK HORIZONTAL - _ +/- II — --I q ANCHORS. CAULK E SEAL AILL JOINTS. PITCH fD [I[I[ Ix AZEK TRIM BOARD OVER CLAP 510IN6 . „ 6UTTER5 MIN. I/8/FT.PROVIDE P.V.G. _ REGEPTOR5 8 ABOVE GRADE TO RECEIVE I- 8 8 8 M r-ILEADERS(GL05ED GAP DE5ir%). . I O 61RDER5(TYP) OH. OH. OH. It ur ur OH. I"x 8'AZEK RAKE BD W/ 2444 SIMPSON BG52-3/6 P05T I"x 3"AZEK TRIM(TYP) 12 _ - - GAP ANCHOR q b"DIA6.AZEK = DH 12 12 10" SQUARE HBdb PERMA CAST TRIM BOARD 2040 2040 ' �� COLUMN #46382 W/SQUARE 12 - - 14 q I— 6' HIGH BLIND DH DH 6"HIGH B IND I i FLAT GAP I BASE (OR EQUAL) - � FLASHING - - - - - nt _1 Z 4 2 ° i 4 CORNER COLUMN TO BE o '` - O " _ w i of of PROVIDED W/SPLIT KIT -_ r U bxb P.T. POST WITH SIMP50N - - - - - - - - - - - - - -L=)-6-Al ° _ _ _ _DINING ROOMct ABU66 P05T BASE (lYP - ALL M.BEDROOM _ FASCIAS _ - " 1'_O.. PLATE HT. co GOLUMN5) PLATE HT. _ I'-0" -0„ I. z 2'-0.. / = _ CLOSET O I 2'-0 - _ TYP. REAR COV. PORCH DETAIL °" - II J2-1 NOTE W: Ln II M 3/4"=l'-0 = PVC.SHUTTERS WITH FIXED m , I I Q z a HINGE5. WIDTH OF ® ® I I " Z SHUTTER TO BE HALF = = I I 10 AZEK ❑ V J o lE �_ I I FRIEZE BD. o WIDTH OF WINDOW. $ o I I T 4 = a Ixl2 AZEK 1 + y ill o r o 4 $ I I TRIM COLUMN® COVERED _ - PORGH BEYOND / ° COLUMN®COVERED 111h / i i PORCH BEYOND I1 _ _ _ _ _ J _ FIN. 1ST FLOOR FIN. 1ST FLOOR F N. 15 i i �-� OELEV. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - w Ix4 AZEK TRIM I I I I I I I 1 W ALL SIDES I I I HATCHED AREA I SOFFIT I I I I � I INDIGATES LOCATION I I I I 1 m r V 1 OF FIRE RATED ROOF # I I I I I V J �••/ WALL SHEATHING,4'-O' ❑ O o I I I I I FROM CENTER of I I I I I o FIREWALL-EAGH SIDE I I I I I � I I I I I I I I I I I I I I I I I U I I A I I I I I vi B2-5 - - - B ENT - -�- - - - - - - - - - - - - - - - - - - - - - - 4- - - - -I-I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ BASEMENT F- cn — — — — — — — — — — — — — — — — — — — — — — L- — — — — — — — — — — —— — — — — — -L — — I — — — — J � r , UNIT 76 (15 ' PORCH) UNIT 75 W 4.2 HR 5EPERATION FRONT ELEVATION MODEL B-1 (INKBERRY) WALL PER UL#336 B-2 (MAGNOLIA) 1/4" = 1'-0" A 4.2 HR 5EPERATION B2-5 HALL PER UL#336 4'-O" 411-0" TYPICAL ROOFING: ARCHITECTURAL SHINGLES 15# MO VENTING) (NO VENTING) FELT UNDERLAYMENT R106E VENT 1 RIDGES TO AL16N 5/8"PLYWOOD SHEATHING - - - - - W �_ _n co RIDGE VENT Q N N N ri n D - N N M M (D HARDIPLANK I"x 8"AZEK RAKE BD W/ HORIZONTAL CLAP 12"x IS"VINYL I"x 3"AZEK TRIM SIDING LOUVERED VENT b"AZEK TRIM 12 �q z z b"AZEK TRIM BOARD- 12 6"H16H BLIND TYPICAL ROOFING. z 12 q FLASHING ARGHITEGTURAL fill z a I"x 5'AZEK RAKE BO W/- q 5HIN6LE5 15#FELT z z z o o Z UNDERLAYMENT v, m v, a g -' I"x 3'AZEK TRIM(TYP) 12 q / 5/S" PLYWOOD w v 5HEATHING b" DIA6.AZEK- \ \ 12 12 ROOF® COVERED m TRIM BOARD q q PORCH BEYOND N b"HIGH BLIND- 12 , q I s N FLASHING - - - - - - - - - - _ 6"HIGH BLIND LINE OF HIGH B2-I 4 Lu � ALIGN N FLA5HIN6 ZEIL711 1 .BEYOND _ FA5GIA5 6REATROOMPORCH Z PLATE HT. 0", H. CD 2015 IRC- 62421.8 (503.8) O m r 1 I I I I I I I I I I VENTING SYSTEM TERMINATION LOCATION: -� I I I I I I B2-I I I I I I I i i i i i THE VENT TERMINAL OF A DIREGT VENT APPLIANGE WITH AN j O Y I I I I I I I i I I I INPUT OF IOp00 BTU PER HOUR(3KW)OR LE55 SHALL BE W LOCATED AT LEAST b"FROM ANY AIR OPENING INTO A U w I I I I i tFTI I I 11 I ( U O _ BUILDIN6,AND 5UGH AN APPLIANCE WITH AN INPUT OVER 10,000 z I I I i t I I I I I I _ I I Ib' 4" BIS WI TH I I = Lu I I 18' 0" B WI TH I I BTU PER HOUR BUT NOT OVER 50,000 BTU PER HOUR SHALL BE = o INSTALLED WITH A q INGH VENT TERMINATION CLEARANGE,ANDAN APPLIANCE WITH AN 4 / .o I I OUR Q rT1� u SHALL HAVE AT LEAST A INPUT INCH VENT TERMINATIR 50,000 BTU ON" w I I I oLLo I I I I INTAKE SHALL BECLEARAN(E.THE BOTTOM OF THE VENT OGATED A EAST IMINAL AND THE ABOVE GRAD AIR ❑ 1--I I I I I 6"AZEK TRIM— I I I I I I dJ I I I I I I ALL 51DE5 i i i i i i /11 i i i i i [ii I I I I I Ill 111111 IV I I I I I I I I I I I I I I I I I I I I I I I 9;19;11 1I I I I z I I m I I I I I I I ill � I I FIN. IST FLOOR I I I I I I IL I I I I FIN. 15T FLOOR z Ems,+0'-0' ' - / / - - - - - - - - 2015 IRC- 8312.2.1 Fl i IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN ___-___�I I - - - - - - OPERABLE WINDOW OPENIN6 15 LOCATED LE55 THAN 24" I I " f 1 bxb P.T.P05T WITH 51MP50N I I Illi II IIII I TALL SIDES(ITYPJ I WALL BEYOND b AZEK TRIM IIII II uo I I I 6 AZEK I I I ALL 51DE5 I I I ABOVE OR OTHER SURRFFAG BELOW ON T14E E p r III I I I �� I I 0 1 I " W I I III I I �� I I BG52-3/6 P05T GAP ANGHOR d III I I ALL 51DE5 IIII II IIII I EXTERIOR OF THE BUILDIN6,THE OPERABLE WINDOW SHALL 1 51MP50N ABI166 P05T BASE(TVP- I 1011 II IIII I b AZEK TRIM I I IIII II IIII I I I I I I I bxb P.T.P05T WITH COMPLY WITH ONE OF THE FOLLOWIN6: U ;. .. + m m 1 ALL C4WMN51 I Ili°EGRESS IIII I I ALL SIDES I HATCHED AREA IIII II IIII I I I I II I I I 51MP50N BG52-3/b *OPENING5 THAT WILL NOT ALLOW A 4 INGH DIAMETER SPHERE Q Nr�, n u EGRESS a 10 5QU/t HB46 PERMA GA5T INDICATES LOGATION I I III P05T GAP ANCHOR = y 4 I I I IIS WINDOWI - SII I I I IIII �IINDON IIII I I I COLUMN 1# 382 hV SQUARE 1 1 I 51MPSON ABubb o TO PA55 THROUGH THE OPENING IN ITS LARGEST OPENED � ,rN I I=_= _==-I OF FIRE RATED ROOF 8 L=__��__��I I POSITION. W t 1 10 SQUARE H546 PERMA GA5T 1 I I I " --- - I ( FLAT CAP k BA5E (OR EQUAL) I 1 I POST BASE(TVP- � ,� COLUMN #46382 W/SQUARE g u----_---_u I 11 FROM RIND 4 LI————————_U FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 2080 > -? _ _ _ I ( - GORNE[R COLUMN TO BE I 1 I ALL GOLUMN5) V _ p 1 FLAT GAP d BASE (OR EQUAL) FDI I ' I I FIREWALL-EAGH SIDE I q PROVID D SPLIT KIT (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO (n a YC�� IW/ i I I RELEASE THE CONTROL DEVIGE ALLOWIN6 THE WINDOW TO - CORNER COLUMN TO BE �-- FDI FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING ❑ 1 PROVIDED W/SPLIT KIT I I I — I I I I I I AREA OF THE WINDOW UNIT TO LE55 THAN 5.7 5WARE FEET. I ................... ...... ........................... BASEMENT _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ BASEMENT �T- - - - - - - - - - - - -- - - --I — } _ _ _tIL- — — — — — — — — — —— — — — — — — - -L- —— — — —— — — — — — — — — JOB NUMB R — — — — - - - - - - - - - - - - - - - - - - - 1—i- - - - - - - - - - - - - - - - - - - - - - - - -- - - -I- - - J � � L — _ —I- - � di 2016023 7 UNIT75 CL 2 HR 5EPERATION UNIT 76 ( 15' PORCH) Q SHEET NUMBER B-2 (MAGNOLIA). B2-5 ` ' PER� 336 _ ELEVATION—! UNIT 76 UNIT 75 DUET CLUSTER MODEL B 1 (INKBERRY) ���� Z 1/4° = 1'-0„ (MODEL B- 1 15 ) (MODEL B- 2 ) ELEVATIONS W - B2 � I0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED B2-5 Z W B RID6E VENT w �..� £ LINE OF ROOF ❑ BEYOND® MASTER b' (R-19) BATT5 p 12 BEDROOM NTIN10U5 ABOVE ❑ V 5 +/- I I IN AZEK 5HEETING ZO N = W `m RIDGE VENT CONT.BLIND FLASHING F- .I...� con � 7. a.+ 2"x 6"NAILER-LAB N p C' INSTALL PER MANUFACTURERS SHIELD BOLT TO VERT 5TU y 2 Z 6" W/ "DIA X b"L BOLTS Z U ca SPECIFICATIONS TO MAINTAIN off RIDGE VENT PRODUCT WARRANTY Q � M 12 NOTE: - - -_ .... ........:: .:::..:.:.:. o:...:: :::.:.: .:.:...:..e.r:�?:::i:.:.:...' 2 M N ago 12 T (Vi APPLY ICE E WATER SHIELD IN ❑ -- 12 FAIR WEATHER WHEN THE AIR, 2'x 6'RR® I6" w to RIDGE VENT ROOF DECK AND MEMBRANE OG 12 - - - - ARE AT TEMPERATURES OF I ( HI" (R-30) BATT5 a LINE OF ROOF +/-) 5.75 40°F WC)OR HI&ER. IA F1 ly;p I 2"x 4"SOFFIT 5 OH Z BEYOND 6 CAF'A6E i ® 16"OG I I AL16H FA5GIA5— WINDOW HEADER PER PLAN * 13EDRM#2 _ _ I�-0 DIN AREA _ _ _ GREAT ROOM I I Z 'PLATE HT. OH. - PLATE HT. rinn rsuul PLATE HT. O L-4.. F- : TRANSOM WINDOW U EEI I I MIoH. BEDROOM 2 FRIEZE BD. OH i i i --� -- - 1 I- - l_ - I I # _. -0" 11 11 1 f = I I $ \ / i i I I I 2'.'x8"® I6"Or, FOR SEAT r i r I 10 SQUARE HBBG PERMA i i i - GAST COLUMN#46382 W/ I , 62-1 __ EXTERIOR WAIL i l i f i' i i Q -HARDIPLANK SHINGLE SIDING I I I � � 4 -TYVEK OR EQUAL I I I J SQUARE FLAT GAP d I CLOSED CELL SPRAY FOAMILL _ ~ i i i Q i i DOUBLE-HUNG WINDOW I I INSULATION TO COMPLETELY H -�1I6'05B SHEATHING o J i I i I I I BASE (OR EQUAL) - -2xb WOOD STUDS 0 Ib"O.G. o i i t CORNER COLUMN TO BE i i (2)2"x8"® END W/A35 I I FILL SEAT CAVITY O m -b R-21 BATTS o r l i i -- PROVIDED W/SPLIT KIT Z _-. ? .. ._F. I SIMP50N CONNECTOR ❑ 511MPSON H2-SA CONNECTORS w �--� r I"x 12'AZEK TRIM FIN. IST FLOOR - - - - - i i i r i - _ 11.� FIN.IST_FLOOR2.1 BD " GYP BD +0'-0" ELEV.+0'-0" I I lo" SQUARE �fBdG PERMA I I 6x6 P.T.POST WITH I I i GLUED d 5GRENEV-RUN GAST COLNN#46382 Wl I I 51MP50N BC52-5/6 I I I I T 1/1b" 05B SHEATHING Gc�NTINuous� `�`' SQUARE F T GAP d P05T GAP ANCHOR E AT EXTERIOR WALL O .. WALL® 6ARAEiE I I BASE (OR E UAL) - I I 51MPSON AB" I I I I WALL® 6ARA6E I 2XCI2 FLOOR 11-- BEYOND w I I I I P05T BASE(TYP- I I I I BEYONp CORNER GO L" TO BE — — — — — — — J0�15T5® 1610C. F� o I I PROVIDED 5PLIT KIT I I ALL COLUMNS) I I I I I FDI 4 FIRST FLOOR LINE - - 0ENNNNNNA - I I I I I I I � � *� � ❑ �..T..� O I I I � I I I I I I _ _ _ _ _ _ _ _ UNFINISHED A.BASEMENT - - - - - - - -- - - - -,-I- - -- - - TI- - - - - -- ri - - - -- - - - - - - - - - - - - - - - - - - - -- - - - - - L - - - - - - - - - - - - - -- - =t - - - - - - - - - - -- B —I �- _� I t I BASEMENT L- -- - - - - - - - -L - - - - - - -1-- - - - - - - L - - - -- - - - - - L- - - - - - - - - - - - - - - -- - - - - - -1- - - - -- - - - - - - -- -- - - - - - - --L- - - -- - - -- - - - - -1 UNIT 7 �, I � B -RICIN END ELEVATION 5 -�� 2 ��(R-13) 11-- -ON U 82-5 1�4U) " = I' - - - - - - - - Z B - 2 MODEL (MAGNOLIA) ALON CLOSED CELL SPRAY FOAM INSUL w ALONG INSIDE FAGS OF FND.WALLS-FULL HT Q OR DRAPED BLANKET INSULATION U O SELF FLASHING BEDROOM #2 BAY DETAIL STANDING SEAM METAL /iT �� 1"= 1'-0" B2-A.I GHA5E GAP �IQ II r ti r` 6 TRIM GAP — — — RIDGE VENT 00 ��11JJ �— � fV � F— M O h fU r ASPHALT ROOF 5HIN6LE5 N N c+i ri co .= OPTIONAL WOOD 12 CHASE WITH METAL t 6 GAP AND CULTURED 12 INSTALL ICE d WATER I STONE VENEER 7 M_: .. -,: -. -..,u._ PLYWOOD%EAT}iIN6 PER MANUFACTURERS .._.......„ ..;.:- ...�..�. / - - SPECIFICATIONS TO MAINTAIN GARAGE DORMER / PRODUCT WARRANTY LINE OF ROOF BEYOND Ise RooFIN6 FELT PAPER z RIDGE VENT BEYOND® z NOTE: BEDROOM#2 / z 9: a. RIDGE VENT INSTALL ICE t WATER SHIELD PER 6 z � � a APPLY ICE d WATER SHIELD IN MANUFACTURER'S 5PEG5.TO / ROOF FRAMING 0 0 o F o o z ►N- w FAIR WEATHER WHEN THE AIR, �- — — — — — — w ROOF DECK AND MEMBRANE 12 CARRY DOI W FRONT of FASCIA- / > n ARE AT TEMPERATURES OF MAINTAIN PRODUCT WARRANTY. / ¢ W N 4 ¢ cn 40"F(50C)OR H16HER. MIN 4 TYPICAL 2 -p 0.40 ALUMINUM DRIP EDGE = = FLUSH F DOES 9 12 12 a CAP c- BI-I \ _ GABLE / N p OH. 6roz o _ _ / Ixb FASGIA BO. _PORCH _ _ PLATE HT. an an 8" I- I I I' s r If A !111n FRIEZE BD.1- yl K _ _ M.BEDROOM W 11-411 I PLATE HT. t I OH. O W PVC,5HUTTER5 WITH FIXED > I�1 Y ui HINGES. WIDTH OF APPLY ICE t WATER SHIELD IN Q � _ WIDTH Or-WINDOW. F WAN TIE AIR,ROOF DECK AND z � FAIR WEATHB2 U 2015 IRC- 62421.8 (503.8) TTT i i _ TEMPERATI)RESS MEM13RANE ARE0 40"F(5-6)OR � 4 VENTING SYSTEM TERMINATION LOCATION: — I ° EXTERIOR WALL o HIGHER p w THE VENT TERMINAL OF A DIRECT VENT�IPPLIANCE WITH I i r i Q Q -HARDIPLANK 5HIN6LE 5101% AN INPUT OF IOp00 BTU PER HOUR(3KI^U OR LESS SHALL I -TYVEK OR EQUAL ❑ �h BE LOCATED AT LEAST b'FROM ANY AIF:OPENING INTO A i i i i -VI6"056 5HEATHIN6 FASCIA BOARD �"AZEK SOFFIT F+y BUILDING,AND SUCH AN APPLIANCE WITH AN INPUT OVER ' r r -2xb WOOD STUDS® Ib"O.G. BOARD W/2 CONT' _ VENTED IOp00 BTU PER HOUR BUT NOT OVER 50,000 BTU PER i i i _ -6"R-21 BATTS VENTING� HOUR SHALL BE INSTALLED WITH A 9 INCH VENT VINYL SOFFIT TERMINATION CLEARANCE,AND AN APPLIANCE WITH AN FIN. 15T FLOOR _ _ _ _ r r ' _ _ _ _ FIN. 1ST FLOG 0 m INPUT OVER 50,000 BTU PER HOUR 5HALL.HAVE AT LEAST DETAIL A 12 INCH VENT TERMINATION CLEARANCE`.THE BOTTOM OF W 2 -1 THE VENT TERMINAL AND THE AIR INTAKE SHALL BE AZEK TRIM LOCATED AT LEAST 12'ABOVE GRADE. I WAIL® BEDROOM I I I ALL SIDES I 12" SQUARE H64 C-7 PERMA CAST WALL 0 6ARA6E I C� 0 4 cn 2 BEYOND I I I I I COLUMN W/SQUARE FLAT GAP BEYOND I Iml L ... ../1x4 AZEK TRIM bxb P.T.POST WITH I dBASE(OR EQUAL) -CORNER I SCALE: 1 1/2 = 1 -0 2 ❑ N R T I I I POST CAP ANCHOR d I BREAK I COLUMN TO BE PROVIDED W/ I U 2015 IRC- R312.2.1 I FDI I I I sIMP50N ABUbb I I 5PLIT KIT I POST BASE(TVP- IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN 2 M- ALL COLUMNS) W OPERABLE WINDOW OPENING 15 LOCATED LE55 THAN 24" ABOVE THE FIN15HED FLOOR AND 6REATER THAN 12' I I I I I I I 0 41 ABOVE THE FIN15WD 6RADE OR OTHER!%IRFAGE BELOW I I I I I I I � ON THE EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHALL COMPLY WITH ONE OF TF&:FOLLOWING: ❑ 1 OR - - - - Alk SPHEETOP 55 HROU0ILL THEALLOWA4IPINITSLAETER I -- -- L - - - - - - 1 - - - - - - - - - - - -- - - - - - - - - - -- - - - -I - -- - --- - - - - - - - - -- - - - - - - - - - - - - - - - - - _ BASEMENT SPHERE TO PA55 THROUGH THE OPENING IN ITS LARGEST - - - - - - - - - - - - - -- -- - - T— --f I I T � JOBBER OPENEDPOSITION. L - - - - - - - - - - - - - -- -- - - � - -- -- - - - - - - - - -I- -- - - -- - - -- - - - - - -I- - - - - - -- - - - - L- - - -- - - - - - - -- - - -- - - - - - - - - - - - - - - - - - J .FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090 LEFT ENI ELEVATION (THE WINDOW OPENING CONTROL DEVICE.AFTER OPERATION � 2616023 TO RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW UNIT 7 6 15 PORCH w UNITS 7 5 (MODEL B- 2 ) DUET CLUSTER = SHEET NUMBER TO FULLY OPEN,SHALL NOT REDUCE THE INET CLEAR I/4" = I'-0" OPENING AREA OF THE WINDOW UNIT TO LE-55 THAN 5.7 SQUARE FEET. MODEL B - 1 INKBERRYB2 - Iml& 76 (MODEL B 1 15 ) ELEVATIONS W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED -n,—O" '12 HR N 5EPERATIOZ 22'-b" WALL PER UL#336 14'-b" [1'-2" 13'-0" w A - U I�'r 0 LINE OF REAR B_5 A � U CHEEK WALL 62-5 C- °' n' UNIT 75 I Z L ° 0 ` co - - 5'-3" 4'-4"M.O. 4'-II" 10'-O" a I 12'-10" b" U U N 4 I Q o I UNEXGAV. '0 =z o - Z U ca b' b" I 8" " I FDI ( 4"P.G.5L.AB WITH bxb, O Q W cn a M c 10/10 W.W.M.OR FIBERME5H. I U 21-0111 I-5 51-111 5-7 I-5 2-b 4-4 M.O. 15-b 2 MIN.3500 P51 GONG. � ❑ _ 4 FD1bit " �I- — — — — — — UN EXGAV. 2" ( -----, I b.. — I w cn HD C� 0 4"P.G.SLAB WITH 6 6, t_ J o 10/10H.H.M.OR FI RME5H. I p MIN.35 P51 CONIC. �t E6RE55 • • a r p I WINDOW Q Io cn O I m o 0 v cim q I HO r m 2x12 FLOOR JOI5T5 - Ib" 2"x 10" o I u, - LAB SEAT Z bit 4 " 7'-0" 2 4'WIDE JOIST - F- ffil IN HD C) 8" I F SEAT.TA.5EAT r I , o 4 1I ELEV= ()I'_I�" 4 J 4 2"X lo" r -----, FDI Q SLgg SEAT p I FD 1 r L20 P.G.FOUNDATION WALL � Q - Q 4 WITH DAMPROOFIN6 ON in Z HD I " I24"x 12"P.G.FOOTING 10" HIP _ _ _ - WINDOW b 14-a "1141 FDI 13-2 21-0" pU o I -� -� I I I N Q I c� 10"P.G.FOUNDATION La DIRECT PENT HEATING EQUIP. 0 12'P.G.FOUNDATION I HO L WITH DAMPROOFING I I 31■ 5 GO UMN Ln 2'-O" 7 WITH DAMPROOFIN6 N - — _ - - - �0"x IO"P.G.FOOTING —I ON "x 3o'x I "DR PG FD1 24"x 12"P.G.FOOTIN - - APPLIANCE GL.EARANGE F- Ail 1 -T.O.W.ELEY. - 0-0 APPLIANCES SHALL BE INST � Z f` ► J JL 6(U .N) XWITH THE CLEARANGE5 FR M V J 10° 14'-4" (2)2X10 P.T. 23'-0"I I I L I I� -I "-WIDE Qji 1 UNPROTECTED COMBUSTIBLE J015T SEAT. ❑ HD I I I MATERIALS AS INDICATED ON TOW.ELEV= (-)I'-I�' wrNINNINNI LL J APPLIANGE LABEL AND IN TfE r ( DIRECT VENT kEATIN6 EQUIP. 4"WIDE I I I I ® I MANUFACTURERS IN5TALLATI N IIrNINNINNI APPLIANCE CLEARANCE APPLIANCES JOIST SEAT. I 1 I o0 oa INSTRUGTIOtS. 4" WIDE I I IM 1 5HALL BE INSTALLED WITH THE TOW.ELEV= J015T SEAT. I I 11� GLEARANGE5 FROM UNPROTEGTED o I N I I I o p PROVIDE FRESH AIR INT r TOW.ELEV= (-)I'-I " I COMBUSTIBLE MATERIALS A5 Q g ( O I — I I r D TO MEGH EQUIP PER CO HD ~� INDICATED ON THE APPLIANCE LABEL u, w ® • I 2x12 FLOOR JOISTS 2x12 FLOOR J01 T5 O AND IN THE MANUFACTURERS r+ L - - /Z I INSTALLATION INSTRUCTION5. 'cS _ I / ® Ib"O.G. ® Ib"O.G. HD •I 3�'DIA STEEL COLUMN `i ® i F_ 7 I j PROVIDE FRESH AIR INTAKE ON 30"x 30'x 12'OP PG I II I I I I 0 B TO MEGH EQUIP PER CODE FT6 N.O.N� F T 1 I ( L J BA5EMENT 51-AB L_ J ��/� II I ( I I 4 T b P.G. IN.2500 P51 GONG) m V ) B-5 2'-O" lo" b'-5" 8'-5" - 8'-5" b'-2" b'-0" I'-0" FDI ".006 MIL. OL VAPOR I FD1 T ❑ w — —II �— (I I N •TAMP E FI o q5%DE�N5111y— — — — — — — O r ( F_ -I II II I(- II 1 D.O. r - D.0 1 I I o I7 4 p D.O. 5 I/4 x q I/2 LOW P.O. I II I I � . c ( 14-2' XI %- -1 5'-0" e'-o" lo" + LVL GIRDER I I II I v U J L _ J LL opp I I J I _ J L I J a (I �1 I 4 _ — I L — _ I �I UNFINI ED BASEMENT '' r 4 () 565EMENT 51-AB I J T-J B-5 - - - - _N -- I I — — — I *(R-131 GL CELL SPRAY NP. BEAM POCKET '_ r v_ FDI 4 PG.SLAB(MIN.2500 PSI GO J ( I J I I IPR I ✓� I FADE AM l .LWALON FULL Hr I YOU ALUMINUM AT II * 006 MIL POLYEI} LENE VAPORI L ( I I BARRIER 4'N E JO T L J POCKET OR PROVIDE I IT '3EA_L- OR DRAPED BLANKET 0 2 •TAMP t FILL TO g5SK DENSITY 1 ( I U Q �� I I �, I I I ELEV= (-)I'-I�' �- J INSULAr1oN o I/2 AIR SPADE ALL w II UNFINISHED BASEMENT III 1 _ V- I SIDES FD 1 0 *ALL EXP05M HOT WATER #b'-O'GEILING HT. L - I 1 �- 1 I As, I 4" PIPING ""-F�ATIN6 DUCTS 51-411 0 4"WIDE 2'-b" III 2'-0" #(R-131 CLOSED CELL SPRAY �n JOIST SEAT. I�1 I I TO BEI A5 PER N.Y E. Q L) ID" FOAM Na L ALONG IN51DE N X - I I o� / CODE. r X " V TOW.ELEV= ()I-I -, _ _ — - - - -- I b lu 4 WIDE J015T 0 I FADE of FNP.WALLS-FULL Hr . o r cv *' (2)2X12 D.O. I OR DRAPED BLANKET Q w O x x = �- - N ® - - - - - I - - - - - - }� SEAT.T.O.SEAT INSULATIONOSED HOT WATER g1 I I i 2x12 FLOOR 5 ELEV= HD PIPING AND/OR HEATING DUCTS 1 HD " TTo BEE INSULATED A5 PER N.Y5. � � 4"WIDE J015T TORELEV= I � I m g UNEXGAV. " 1-10 — _ _ 4'- 3 _ -I SEAT.T.O.5FAT EL - ' ! o J 2x12 FL JOISTS _J UNEXGAV. FD1 4"P.G.SLAB WITH bxb, 2 x 10 G 2Xi2 fk r- - ,- „ n I I — OO 10/10 W.W.M.OR 5LA6 SEAT ;_ _ _ _ I I I ELEV= ()1 I I ( I 1 ® Ib"O.G. 4"P.G.SLAB WI FIBERMESH. I 0 I - bxb 10/10 WW . u, ;= MIN.3500 P51 Coif. 8" 3'-b" -0" b'-b" 6'-8" �`-�"- II ° � I I 18'-b" I I I I I o � J o OR FIBERMESH. FD1 - ry r o \ MIN.3500 I ry r ti N - - - - - I 3 4 GON6. I r; o r� m " i n i ■ n ' n " I tf� T'— Q N N N M I '— I B2-5 b 4-b b r- �i �i ri ri co cq HO 5 1/4"x q 1/2" LOW .- F ( o o I I FDI 2"x 10' 1?L 7�1RD R T 3 10"P.G.FOUNDATION WALL I I i 5LAB SEAT � — — — — �I (� Z� �I WITH DAMf'ROOFING ON 20"x I 1 — � � � � r-o" 3'-2" — I I 61-5 IO"P.G.FOOTING-T.O.W. 5 #5 CORNER REBA W/ 4'-0" % I HD o I ELEV. = 0'-0" , F1iV_2 LEGS® MIDPOINT C J 4'WIDE I FDI I I 1 I FOUNDATION WALL 1'-6" _ - J015T SEAT. - - " I'-2" II 0 3'-4" _ __ I Z045HED LINE INDICATES I #5 CORNER REBARS W/ 4'-0" I i FROM TOP BOTTT M. _ , 4 0 z z TOW ELEV= ()I I I ( I II I I 4 WIDE JOIST CO) a s F R5T FLOOR WALLS LE65® MIDPOINT OF I p UP 14R u O I 3-4 0 I ( (2)2X12 FLU5H FOUNDATION WALL I-b I I p (2)2X12 FLUSH 2x12 FL ISIS- QJ � � cn p TT.TA.SEAT z z z o z z N UNEXCAVATED TYPICAL „ o o z w FROM TOP 4 BOTTTOM. ( GARAGE SLAB s ® I C 1 ELEV= OI-I (V 1 II 11 II � w � Q II ►`n- IL - - - -1 4R ( #4'P.G.5LAB(MIN.3500 P51 GANG) b" 14-2 2-b 0 55N UNEXGAVATED TYPIGAL I Q ;n Fii w �i � Lii w a � II = I r I I GARAGE SLAB REINFORCED WITH bxb,10/10 W.W.M. p u, w w w w w w 6 oh U T.O.W.ELEV. = O Q I I ( #4"P.G.SLAB(MIN.3500 PSI GONG) p I #TAMP t FILL TO SLA DENSITY' o'-0" I I I REINFORCED WITH bxb,10/10 W.W.M. I N oma; " 2 5 1/4"x q 1 2" o 11 ILL ® LI ►L #TAMP d FILL TO q5�DENSITY I N III - - - - - - - I C14I •5LOPE 6ARA6E SLAB DOWN 2' o I LVL F A TOWARD5 6ARA6E DOOR a I I N L J 2x FL R JOIE5 L _ HD — N - I V, P.G. FOUNDATION WALL III Ib"D.G.o B WITH DAMPROOFIN6 ON PO Il'-10" b" II'-b" `t ' 2'-b" o" `r B2-5 - - - - - - - -- - _ J —�-I ® 16"x PP P.G. FOOTING u' z 10.16141 6141 -4 � e' 17-l0 8 P.G. FOUNDATION WALL I W Q I I W TH DAMPROOFIN6 ON a a. III 16"x 8" DP P.G. FOOTING O m —I I I I 4"WIDE JOIST HD W w II D.O. 5 1/4"x q 1/ " LOW D.O. 4 FDI I TOP OF WALL 4„ SEAT.T.O.5EAT Y - - J LVL GIRDE L - J ( ( I J I DN= -i'-2" I ELEV= (-)I 1 - Q OLu 4 I TYP. BEAM POCKET I I TOP OFHALLI I z NNNNII v o FDI I WRAP END5 OF 6DR = T.O.W.ELEV. = I I . . 2x12 FLOOR J015T5 O 4 W/ALUMINUM AT / " lb"OL. I I I 0'-0' e l o ® I b o G. r o POCKET OR PROVIDE 5 " " 1/2" AIR 5PAGE ALL �n ( FD1 I 3 0 101, 2-b 2-49" 2'-0' • FD1 �+ ❑ 2 I SIDESA5 AB 0 3 I 4 x FD1 � 0 4 I � ry 10"PL.FOUNDATION WALL I FD1 � O WITH DAMPROOFING ON 20"x re ® ( HD p HO r l0"PL.FOOTING-TDW A ( ����� z � m ELEV. = 0'-0" I iv cv 2 w ID" 15'-4" l0" A I FD1 z - U 11 4'WIDE , I B-5 iv iv GIS rn JOIST SEAT. F 1 I A LINE OF FRONT OF W GLEN Ro TOW.ELEV= (-)I'-I " 2 B -5 FOUNDATION WALL® 17 I MA5TER BEDROOM UNIT 7b U r ' mly • _ _ _ _ — — — — — — — — — — — — Q A I ����° o HD o }� I' b" Ib'-0"M.O. I'-a" I'-4" I6'-0"M.O. I'-0" - - m z n 1 Il'-0O" 4'-0" Iq'-2" la'-4" W o ❑ ORS UNIT 76 ( 15 ' PORCH) �2HRERUL#TION UNIT 75 I WALL PER UL#336 JOB NU BER MODEL B- 1 (INKBERRY) B-2 (MAGNOLIA) w 2 16023 SHEET NUMBER HD- HOLD DOWN MULTIPLE LVL GIRDER GONNEGTIONS: ���- GONTRAGTORS AND SUBGONTRAGTORS TO REVIEW THESE Q FOR ALL MULTIPLE LVL GIRDERS, LAO BOLT GON5TRUGTION DOGUMENT5 UPON RECEIPT FROM ARCHITECT AND UNIT 76 UNIT 7 5 DUET CLUSTER,REPORT ANY AND ALL D15GREPANGIES INGLUDIN6 ANY DIMENSIONAL FOUNDATION PLANZ AB= ANCHOR BOLTS® T06ETHER W/ 1/2" BOLTS ® 2'-0" O.G., 2" MIN, GONFLIGT5, IMMEDIATLEY TO ARCHITECT FOR CORRECTIVE MEASURES f 4��=1 -0�� 5TROWALLS , . . O NOT SCALE DRAWINGS. DIMENSIONS (MODEL B (5E - 1- 1 15 ) (MODEL B- 2 ) FOUNDATION PLAN W B2 � 2 SHALL BE CALCULATED AND NEVER 5GALED UNLE55 OTHERN15E NOTED. 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED 38'-10" 38'-4" H _ Z !� LINE OF REAR - - - - ' - 2 HR 560ERATION W E 10 SQUARE HB46 PERMA -(�2� o COVERED PORCH A WALL PER UL#336 GA5T COLUMN #46382 Wl i I - - - - i U m ® UNIT 15 -5 2" SQUARE FLAT GAP 4 BASE bxb P.T.P05T WITH 0 4NNNNNJ () 16 A (OR EQUAL) -CORNER I 14'-2" I I 51MP50N BG52-3/6 P05T 0 U a COLUMN TO BE PROVIDED GAP ANCHOR 4 51MP50N Z (1) - - - gip^ -_�= I 62-5 o W/SPLIT KIT I I I ABU6b P05T BA5E(M 0 �/ N (�2P.T,-6IIZDE „ „ » I » -ALL COLUMN5) �J = bxb P.T.P05T WITH 51MP50N I i 14-2 o I I-0 � 13-2 2-0 Q C) W52-3/6 P05T GAP ANGHOR 4 I I I - 51MP50N ABU696 P05T BASE ( 1 1 (2)350 TR (2)3016 TR .� o N} � ALIGN TOP OF COVERED I (2)3050 DH (2)3050 DH a. �' (TYP-ALL GOLUMN5) i ® 8'-0'HD HT ® V-O'H HT _ TRAN5OM5 PORCH I - = cn -E - 2'-0" I Ib'-O" I 22'-l0" l'-4" b'-l0" 5'-6" 5'-b" N� 6'-1" b'-1" I o ZO L_ M C M 10" SQUARE HB46 PERMA GA5T Ig 2 I N 4 U = o co ' GOLUMN#46382 W/SQUARE DI FW-2LO 2 co - - - F - - DI I i� 'r' ❑ U FLAT GAP 4 BASE(OR EQUAL) 4 HO L - �- J L - - - J HD I m V M CORNER GOLUMN TO BE `� 0 g016 TR i (� 4 I I COVERED ' PROVIDED W/SPLIT KIT i 4 o - - - - 4 Ig (2)2X10 HDR r-- 3016 6080 5L 6L. OR W/ I za Q `�I ALIGN TOP OF I I -I r ® '-0'HD (2) 18" IDELI(5HT5 I I - n PORCH TRAN5OM5 HD L - `O L - - J - - _ - o I - 3050 DH 8'-0" I 4'-II" I I'-3" b'-4' 0 ROOF TRU55 61 �_ _ TRU55 GIRDER (3)2816 TR (2)3010 TR \ (2) 2X HDR / ��' II'-0"GEILIN6 L Jr N DI I I QOIb TR I I (3)285 DH EGRESS ® 8'-0" D HT I / BREAKFAST c� - - �°- - - - z 6080 51.6L. OR W/ I ® 8'-0" D HT (2)305 DH 19 ' (2) 18" OELIC-HT5 I i ig WINDow \ AREA HDJ o � 525"x II l/8'L HDR - - - - - - I �- - - - - - - - - --� m U - - -� I DI 12 D1 4" :, 4° » » » » cn 140 I 2'-0 42 30 14'-0" HD • - - - �-• HD DI I I 21 "G Q 1 2816 TR® F- no �ue _ I I I I I 2852 DH Z 2016 TR 525x II l/8"LVL HDR r - r r - ry r - r �- - - - I " I I DI zo L J 8'-0"HD HT. 0 cv 2052 DH o j- 11- I I- N I 13-0 Y CEILING 1 I CC) 9 ® 8'-0'HDHT F_ 21 "G 'L - __ JL - - L _ - J L _ _ _ JL _ _ J 0 I MASTER BEDROOM I � I 3 i o - - - - - - - `� c. / \ DI CONTINUOUS (2)2X10 HDR fl I I - I 1 1 0 (I II'-O" EILIN6 B LL Ln � -I 5.25"x II 1/8"LVL HR FIREP AGE 0 N b» -- - - - - I2'-o" 4" I I I '---�I 6REA ROOM O CTn / 15-0 \ - - - Q Z � V J 10'-4" � � I I V ❑ , � d- I I � II' "GEILIN6 N° 4 � FI PLAGE 1 II'-Om GEILIN6 LIVING AREA I BREAKFAST AREA 1 �° �° K TGHEN 16 °� ' 1 g'-0"GEILIN6 RAISED HEARTH TE P 6L DR5 I 4 BEDROOM #2/ J- - - - - - - - - -� ENERGY I OPT. DEN N » / 4" 1 » \ 1 » 4» 1. ENERGY CODE STANDARD: PRESCRIPTIVE PATH AND ALL SECTIONS OF 15ED HEARTH - 4 /5'-0" 5-0 7 3"{4 4" b- Ib'-4" 6" O �::D ENERGY CODE AS THEY APPLY TO ENERGY COD AR BEIN FO OWE00 2. ALL CON UC N L OMPL WITH T11E 2015 INTERNATIONAL ENERGY m 2016 TR 2'-0" I I FM OPT. o T �.. CONSERVATION CONSTRUCTION CODE. THE AUTHORITY HAVING JURISDICTION iv 2052 DH F_ -1 I N II I 22852 DH w SHALL BE PERMITTED TO DETERMINE AN ENERGY EFFICIENCY PROGRAM TO B g 8-0 HD HT N 1 I 1 -n bbd 8-0 HD HT W EXCEED THE ENERGY EFFICIENCY REQUIRED BY THIS CODE. B-5 L J 2'-0" II'-0" I �e 'y `�% L _I M 3. A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER RNID I 10'-()"CEILING 12 m POSTED ON A WALL IN THE SPACE WHERE THE FURNACE IS LOCATED. 12'-0" 5TEP GEILIN6 - �p bab e�� 10'-0"GEILIN6 4" '-0" 4'-2" _ r .� e - ICL , DI O CERTIFICATE SHALL COMPLY WITH IRC N1101.14. 1 GREAT RDOM I I II'-O"G LING WILL `� `,' ❑ w II Dw I ® I® I I 8 LIN. PANT. 4. ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHERSTRIPPED AND 11 -_J KITG EN I I F_ INSULATED TO LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING 4 I I ® � CL. p r -' SURFACES. b" I Ib'-4" 1 i 3_p 41_p„ 00 100 4» 3, 8" 4» 8'-0» cv 4" L J I 1 5. INSTALLATION - THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE z 2' 4" D W O SHALL BE INSTALLED IN ACCORDANCE WITH THE CRITERIA LISTED IN TABLE (2)2816 TR I I I = 1 ® a� _ b 4 m L J I (3)2816 TR Q 5D u, g-0 CEILING » II'-0`GEILIN6 15` F_ -1 (3)2852 DH (2)2852 DH I I = 22 X ° ° 402.4.1.1 WHERE REQUIRED BY CODE OFFICIAL, AN APPROVED THIRD PARTY ® 8'-0"HD HT I 1 I ATHROOM 30"ATTIC `r `r 8'-0"HD HT F SHALL INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE. L J o I I I e2x411, A "ATTICE% O DINING AREA 11 6. TESTING - BUILDING OR DWEWNG UNIT SHALL BE TESTED AND VERIFED 12" 5QUARE H646 I DINING AREA 1 ( I ` ©EF I "= I I cnHAVING LESS THAN OR EQUAL TO 3 ACH50 IN CZ4A, 5, 6A. TESTING SHALL PERMA CA5T COLUMN HATCH ® L J U BE CONDUCTED BY AN APPROVED THIRD PARTY. W/SQUARE FLAT GAP J I 21 "G (4) WC © 10'-0"GEILIN6 ? 5D mss d? 5D® BIFOLD a? ry 10"SQUARE HB4G PERMA Z REI= P05T - /ld"1 MA5TER �a m b� DooRS m I '^ GA5T COLUMN #46382 K/ W 7.DUCTS - SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO 4 BASE(OR EQUAL) - J O o 'lb I I I 2 'f' » » DI BATHRDOM9 v » » 5QUARE FLAT GAP 4 BA5E Q :o A MINIMUM OF R-8 AT 3s OR GREATER IN DIAMETER AND R-6 AT DUCTS CORNER COLUMN TO 2-b b 2-0 \ / cv ON 4R 21 G (3)2X6 I I `fl ® (OR EQUAL) - GORNER N U lz LESS THAN 34 IN DIAMETER. BE PROVIDED W/ - / cim » 1 „ 4" 10'-4" 4" 3'-4" 3'-10" 4" Q DI P05T L J I CALUMN TO BE PROVIDED 0 5PLITKIT = - - - - - - - 4 3 S_ 1'-10 4' b O' 6A. DUCTS SEALING - DUCTS, AIR HANDLERS AND FILTER BOXES SHALL BE - - - - - - - W/SPLIT KIT SEALED. - e b" II'-2" 4" 2'-0" 4" 3'-4" b' 5' 8" L.L. cv NOTE N: D 41 e HD 8.DUCTS TESTING - DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR Ig 2'-0" 8 :t Q GL. > - - - - - - - ON 14R �' -1 TUB o `r '1 » » lz LEAKAGE BY AN APPROVED THIRD PARTY. 0 5016 TR pl I I 9.BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. (3)2x6 HDR i 1 II'-0"GEILIN6 o Obi -O"CEILING r SHWR PAN 1 3080 EXT IN5UL DR GOVERE FOYER `� - "' L " ' -� ro x g'-o"so. I I COVERED Iq10.MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS >105F (2) 12" lz LAY. WCC q-0 EL GW NOTE "5": I 5016 TR Rv 0 I WORGH �- ( ) 6 DEGREES OR <55F DEGREES SHALL BE INSULATED 0-1 PORCH :o _ LAU D Y '° 11'-0"GEILIN6- I `� DI 3 2x HDR 0 51DELI6HT5 Ig 4-6 ® EF m TEMP. GLASS 2868 INSUL OR- 1 3080 EXT IN5UL OR :o WITH R-3 MINIMUM. Z6 FOYER �- :: u� rn DI 3'-4" I� G02 5D ��8 NOTE "5": PTN ON 2X4 45 MIN.FIRE 1 I 5'-4" W/(2) 12 '' �_ co 11. MECHANICAL VENTILATION SHALL MEET THE REQUIREMENTS OF THE HD :o UP IR :� KNEE WALL RATED W/SELF 51DELI6HT5 M o � IRC/IMC o (4)2x6 e - P05T CLOSING DEVICE » I » I 1 o N N rMi rni m 12.EQUIPMENT SIZING - PER ACCA MANUAL S, BASED ON LOAD `t b 3'-4" 4 10'0" L. " cn CALCULATED PER ACCA MANUAL J AS PROVIDED BY A THIRD PARTY HERS ss8 4" 3'-2" 4" 3'-4" b° 7'-0" b" 4'-0" 4" b-2" 4" (4)2xb P05T G02 Hp bxb P.T.P05T WITH RATER. bxb P.T.P05T WITH /li » ° " F TRU55 GIRDER SIMP50N BG52-3/6 P05T I-2 t>a p»x » b - - 2868 INSUL DR- 22X30 ATTIC - - - - - - - - - - - - GAP ANCHOR 4 51MP50N 1311GHTING - A MINIMUM OF 75% OF PERMANENTLY INSTALLED FIXTURES Q 51MP50N BG52-3/b b - _ _ AGGE55 HATCH SHWR PAN tib 45 MIN.FIRE ABT1b6 POST BASE(lYP ,� P05T GAP ANCHOR � u, ° MUST HAVE HIGH-EFFICIENCY LAMPS. 4 51MP50N ABU66 I I O._0 - - - RATED W/5ELF `� LAY o -ALL GOLUMN5) �_i q'-0"CEILING CLOSING DEVICE 5D® WC Iq `? zco 14.ALL HVAC, PLUMBING AND ELECTRICAL SYSTEMS SHALL MEET THE IRC P05T BPSE(TVP- I L_ _I p TEMP 6L PRTN ® _ - - - cn z CHAPTER 11 ENERGY EFFICIENCY, INTERNA11ONAL MECHANICAL CODE, AND ALL Gomm) F_ - 0 4 DOOR SD WI L _ _ _ TWO GAR 6ARA6E G� 4 � © DI = co a 0- .o - `� m z co co ., a INTERNATIONAL ENERGY CONSERVATION CODE. IT SHALL BE THE - b *4 PL.SLAB(MIN.3500 P51 GONG) - b " 4 - co z 1 I X0'0 3-4 b 4-b 4 EF 8-b 6 3030 AWN z z z O z z z N Of RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SUBMIT IN DETAIL THE b" REINFORGED WITH bxb,10/10 WYJ.M. Q 10-0 CEILING - 0 0 0 F 0 0 ~ (3)2810 TR 1 I q' p" 4" 4'-O" 4" 6'-10" 6" _ , <r `L » ® V-0"HD HT < DESIGN, CALCULATIONS, DRAWINGS, WRrTEN STATEMENTS OF THE (3)261 HD HT " It `� 5 Q SLOPE 6ARA6E SLAB DOWN 2 `1'� m > w 5 a. g co MECHANICAL, AIR CONDITIONING, VENTILATION, HEATING SYSTEMS (NEW, I IO-0 FILING TWO GAR 6ARA6E Fyy-2 o TowARDs GARAGE ON BATH #2 m w w N (3)2850 DH c� » » . m w x w ob a6 U EXISTING OR UPGRADED) STAMPED BY A PROFESSIONAL ENGINEER IF kj ©EF MA TER `r " *4'P.G.SLAB(MIN.3500 P51 GONG) TYPE X GYP BD ON GARAGE REQUIRED BY THE OWNER OR BUILDING DEPARTMENT. (TEMPERED) I I I �r- q-0 CEILING " REINFORCED WITH bxb,10/10 W.W.M. WALLS 4 GEILIN6 0 co BATH DOM WIGL 6 (R-21)BAITS `� *y TYPE X 6YP BO ON INT OF LIVING 1 ©I 8 *SLOPE 6ARA6E SLAB DOHN 2" SPACE COMMON WALLS TO GARAGE �e AHD N 15.ADDmONS, ALTERATIONS OR RENOVATIONS: SHALL COMPLY WITH IECC TOWARDS 6ARA6E DOOR �+ o 2015. UNALTERED PORTIONS OF THE EXISTING BUILDING IS NOT REQUIRED `t -J WC �y �y bqT *I'TYPE'X'GYP BD ON 6ARA6E 0 Iq04 TO COMPLY WITH THIS CODE. `� I2 ° 1b WALLS 4 CEILING ® _ B p *J'TYPE 'X'6YP W ON INT OF LIVING 82-5 16.MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR DI -_ -_ -_ - SPACE COMMON WALLS TO GARAGE 6`(R-21)BATT5 u, EACH SEPARATE HEATING AND COOLING SYSTEM IN ACCORDANCE WITH � SECTION N1103 CONTROL SYSTEMS. Q - 2010 TR II'-0"GEIL NG ® V-0"HNT `V 1- 17.ALL EXTERIOR WALL/FLOOR/CEILING JOISTS SHALL BE AIR SEALED AND Iq BEDROOM #2 0 I W r 2050 DH � r - - - - - - - - - - - - - � � � -1 HD INSULATED IN ACCORDANCE WITH TABLE R402.4.1.1. APPLY A FRESH BEAD cv NIL OF CAULK TO THE TOP AND BOTTOM PLATT'_ IMMEDIATELY PRIOR TO Lb" 1R:P I I6'-0" 1 4" 4'-2" b" IS'-0" 4" [4- Iq 18'-0" DI 6" 12'-O" b" 2'-b Q 0 m INSTALLING INTERIOR GYPSUM WALL BOARD. Iq Iq DI I m W w N ^ . 1 ( 2X6 HR ;fl DI DI 16010 OH DR 1 WQ �+�I = Q 9 _ _-_ _ -_ _ _ - 0 i� 0 U II'-0"STEP CEILING I HD lz D/21 5 I/4"x Ib`LVL HDR - - - - }Ip J '' . .� 1 I 4 -' 16010 OH DR � Q 1 U 4 2015 IRG- 62421.8 (503.8) MASTER vl Di21 cn 0 V'ENTIN6 5Y5TEM TERMINATION LOCATION_ 2'-0" I -1 I e ----------- - - - - - - e o W THE VENT TERMINAL OF A DIRE-GT VENT APPLIANGE WITH AN INPUT OF o lit � BEDROOM I HD 5 1/4"x Ib"LVL HDR HD DI :r 2-1• O a 10,000 BTU PER HOUR(300 OR LE55 SHALL BE LOCATED AT LEAST » _ 6'FROM ANY AIR OPENING INTO A BUILDING,AND SUCH AN I ( 2'-0"6 2'- 2'-0" 1 ❑ 1.4 APPLIANCE WITH AN INPUT OVER 10,000 BTU PER HOUR BUT NOT I 2 a 5EAT 0 1830 DH D/21 FW-2 HD HD w OVER 50,000 BTU PER HOUR SHALL BE INSTALLED WITH A q INCH I 1 iti I D/21 J (2)2X10 H1� VENT TERMINATION CLEARANCE,AND AN APPLIANCE WITH AN INPUT I I o ®l'-0"HD DI DI OVER 50,000 BTU PER HOUR SHALL HAVE AT LEAST A 12 INCH VENT 2010 TR - iv 4" N F - - TERMINATION CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND ® 8-0HD HT I I FW Co L - - (2) Ib TR J z z 6i THE AIR INTAKE SHALL BE LOCATED AT LEA5T 12'ABOVE GRADE. 2050 DH I 1 A Iq '-- I- � .� L - - - - -- - - - - - - - � B-5 I A DI - 06--0 HD DT DI o AEGIS\ < U Qo » _ » cn gyp... ��.... ... R.. . . K' (2)2X6 HDR `y (2)2Xb HDR 2015 IRG- R312.2.1 0 - - - - 0 IN DWELLING UNITS,WHERE THE TOP OF THE 51H OF AN OPERABLE Hp - - Hp - I 'T c rrn m �' L 3010 3010 Tl� Iq Q C �' WINDOW OPENING IS LOCATED LESS THAN 24 ABOVE THE FINISHED Iq 4-0 3755 DH D HT q-0 3050 DH - J4-0 I-b I6-0 R.O. I-4 I I-8 Ib-0 R.O. 2-b 8-0 2 b FLOOR AND GREATER THAN 72 ABOVE THE FINISHED GRADE OR I - » » DI » » " » » 11-ON » » LINE OF UNIT lb Cn OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING,THE Il'-O" 4'-0" 18'-10" IS'-8" 13'-0" 2'-b" 2'-b" MASTER BEDROOM = OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: DI WALL BEYOND U I *OPENIN66 THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO " " » /E ! PASS THROU6H THE OPENING IN ITS LAR6E5T OPENED P051TION. 3q-10 11 36-8 2-0 U Y��� *FALL PREVENTION DEVIGES THAT COMPLY WITH A5TM F 20gO FLOOR PLAN 2" FLOOR PLAN ❑ (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO UNIT 76 ( 151PORCH) UNIT 7 5 2 HR SEPERATION RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY �� » �: WALT PER UL#336 - OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING AREA OF THE MODEL B- 1 (INKBERRY) LIVING AREA= 1,5aa 50. FT. $-2 (MAGNOLIA) 1/4 =1 -o LIVING AREA= 1,5aa 50. FT. JOB NU BER WINDOW UNIT TO LE55 THAN 5.1 5WARE FEET. 6ARA6E AREA= 31150. FT. 6ARA6E AREA= 31150. FT. N59: " GOVERED PORCH AREA= 112 50. FT. COVERED PORCH AREA= 250 50. FT. w 2016023 NOTE R: ONE CARBON MONOXIDE ALARM IN NEW ONE = EF =EXHAJ5T FAN: GENERAL CONTRAGTORS AND 5UBGONTRAGTOR5 TO REVIEW THE5E U) SHEET NUMBER AND TWO-FAMILY DWELLINGS TOWNHOUSES STAIR MANUFAGTURER TO MULTIPLE LVL GIRDER CONNECTIONS: 50 CFM INTERMITTENT OR NOTE "Y": CONSTRUCTION DOCUMENTS UPON RECEIPT FROM ARCHITECT AND Q NOTE: PRE-ENGINEERED ROOF HD= HOLD DOWN AND DWELLING UNITS- GROUP R-2 DE516N 5TAIR5 TO MEET ALL © 20 GFM GONT1Nuou5 *ALL DRYERS TO BE VENTED UNIT 7 UNIT 7 5 DUET CLUSTER = TRUSSES W/ 12" MIN. HEEL BUILDINGS(GONDoS 4 GO OPS)AND UNITS APPLIGA13LE GODES AND TO FOR ALL MULTIPLE LVL GIRDERS, LAG BOLT Tp OUTSIDE AIR PER GORE REPORT ANY AND ALL DISCREPANCIES INCLUDING ANY DIMENSIONAL ALL WINDOWS 5HALL BE REPORT ANY 015GREPEJGIE5 * CONFLICTS IMMEDIATLEY TO ARCHITECT FOR GORREGTIYE MEASURES Z B2 � 3 HE16HT5 (U.O.N.) @ 24" O.G. VICINITY ED FOR SALE IN,THE IMMEDIATE TOGETHER w/ I/2 BOLTS ® 2-0 O.G. 2 MIN Got CARBON MONOXIDE ALL WASHER TO BE - (MODEL B- 1 1 B- 2 FLOOR PLANANDERSEN 200 SERIES O= TEMPERED VIGINIlY OF BEDROOMS,ON THE LOWEST AH CONFLICTS TD THE ® DETECTOR PROVIDED WITH DRAIN PANS PRIOR GT , IMMEDUGTION. DD NOT STALE DRAWIN65. DIMENSIONS 5HALL DE516NED BY TRU55 ENGINEER GLAZING ARCHITECT PRIOR TO STAIR FROM TOP $ BOTTOM, � MIN. 4 FROM ENDS ) w FLOOR LEVEL CONTAINING BEDROOMS. FABRICATION. �p 5MOKE DETECTOR BE GALTULATED AND NEVER 5GALED UNLE55 OTHERH15E NOTED. D COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED I6-2 GABLE WIDTH ^ , WOOD ROOF TRUSS SPECIFICATIONS: VI/ INSTALL ICE d WATER SHIELD PER NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO MANUFAGTURER'5 5PEGIFIGATION5 TO MAINTAIN BE USED, WHEN ROOF TRUSSES ARE SPECIFIED 6xb P.T.P05T WITH Lu Z c , SIMP50N BG52-3/6 P05T E PRODUCT WARRANTY AS THE ROOF FRAMING MEMBERS. - ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING GAP ANCHOR d 5IMP50N 4 \l NOTE. LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN AB1,166 P05T BASE(lYP APPLY ICE 4 WATER 5HIEL0 IN FAIR WEATHER WHEN THE AIR,ROOF DEGK -ALL COLUMNS) — — — — — 0 U AND MEMBRANE ARE AT TEMPERATURES OF 40°F(�°G) OR HIGHER. PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING _ _ _ _ _ Z („ CODE. IS'-O"HIP WIDTH ERED ROOF NIIA —(3)2 P. — RQ— 1 Q N v o P -EVRE l 55 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE I y II'-0" PL HT. I , „ U -� B STRESS DESIGN: I I II-0 PL HT. � •� � o cc"':' D (EQUATION 16-8) �... } 51MP5oN STRONGTIE D + L (EQUATION 16-9) _ _ _ (3) 2X8 PT GIRDER _ _ _ I'-o° 1 12 12 , MT5 5TRAPPIN6(LEN6TH5 VARY) D + S (EQUATION 16-10) , OHI I a s I l00" p v R (EQUATION 16-12 ,Q I I�1 No "R" 1 U Q w M CONrINuoUS wALL SHEATHING TO D + .sW (EQ ) I TOP OF TRU55 FEEL D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) �j�\ c . 4 2 HR 5EPERAT10N ►= �I = ti 4 Sy WALL PER UL*336 I CL I ❑ (� "' 5EE DETAIL I/-H-2 XI cD M D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = -� HEEL HEIGHT VARIE5-SEE 1R F-6 MMIN66 FOR LOAD ACTUAL HEEL HE16HT5 LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL = o ( IN BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 �rr�� r �r I II'-0" PL HT. I IN a OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND II'-O" PL HT. (L JLuJ L❑JL + 12" HEEL HT SPEED (101 MPH BASIC DESIGN WIND SPEED) IN . II'-0" PL HT. I � - _ - - - -J I + 12" HEEL HT. 2-1 ALIGN FA5GIA5 OR r _ ���— 12 EXPOSURE CATEGORY B. �) I 1 VARIL� ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE �I g_5 FRAME FOLLOWING DESIGN LOADS: I,�I OH. /./j/ ///. o 1 ( z \ TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND " " ^I �� _ = _ _ _ROOF TRUSS GIRDER _ I _ _ _ ROOF TRU55 GIRDER _ - LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD p�( No R mlF- _ UP LOADS AS REQUIRED BY ASCE? 10 , TCDL 15 1 I HAT( ED AREA INOIGATE5 GUTTER PSF, BCLL=10PSF, AND BCDL = 10 PSF. PROVIDE I 12 I LOGA11ON OF FIRE RATED ROOF- 2 ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE , 12 a WALL SHEATHING,4'-0"FROM i/ /// / _ j NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. 8"FASCIA BD B I-4 I I pH, 10'-b"OVERHANG WIDT // // / 12 12 OU TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD „ I r � r ( j//j j/ ; a I `► DEFLECTION OF THE LESSER OF L/360 OR .75 . L� �J — — _ — — -�^ ___—_— — _ _ — LL a'-0"PL HT ////// 13 Q - - v " 77\ / / (� _ - - - - 3 +8 HEEL HT. /�////// �- Ln TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO I ///// I o (- VENTED VINYLSOFFIT ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR I'-O" I // //// SS Q Qji m TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL OH. _ - _ - - _ - _ / �/ / j/� ( I L I ❑ TINCLUDE THE FOLLOWING INFORMATION. II - - - --- - - �/ / / �•/ .� // /// / / Y GEIL. IN .BEARING 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. // / y gELpW W 2. LOCATION OF ALL JOINTS. II'-0"PL HT 3. REQUIRED BEARING WIDTHS. O�RLA LEADER TO DRYWELL- TY}¢ 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. All, pqqloll ooN•4.2. TOP CHORD DEAD LOAD. ; I II Z 4.3. BOTTOM CHORD LIVE LOAD, OH. 4.4. BOTTOM CHORD DEAD LOAD. 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. I I � I IM I � ;j j/j / � _ 4.6. CONTROLLING WIND LOADS. ( `1� I I� //j/ /!� j; �N 1 FLUSH ROOFS �j F+1 1. 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR L - iDETAIL L_ _ L J //i// Yi [--•� VALUES FOR CONDITIONS OF USE. INT.BEARING— DESIGN 6. EACH REACTION FORCE AND DIRECTION. FLU5H ROOF5 WALL BELOW 12 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, a �// /// NOT TO SCALE - THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION B II I- T /j%//j% ///�� �Q ❑ O OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY F -I 1 LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 I ( I I� - I //j/ //j//jj I � — — — — — — — NOTE 'R / ,/„ // / U ' GA MIN THICKNESS GRADE A GALVANIZED STEEL / // / INSTALL HALF OF I) r- _7 T RIDGES TO II (n FASTENERS® EACH �° PLATES. II'-0„ PL HT. I I Ii r / J I IL __JI II I r / j/ ,, //,///, AL 6N END of STRAP o 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH + 12 HEEL HT. � (NF MEMBER. 12 LT.2° %/j%/// �I ////%/ TRU RI06E W/VENT Q ° 9. CONNECTION REQUIREMENTS FOR TRUSS TO II q I ( c IIIA I I L - - - - - /,�i � — — 12 GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD `' I I ( �' I I Lr - - - - - / F- e SPLICES. ALIGN II I I I I % Z U ® i - / // / 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. FASCIAS °L �- //(�// // / W 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS ( I I I I / / / i — — II'-0" PL HT. j ° MEMBERS. 11'-0' PL HT. I II I ( I I I I I /� // U ° ° ,N 5 , 12. REQUIRED PERMANENT TRUSS MEMBER BRACING + 12" HEEL, HT. I II I L � -- � � // // / Q o ° ° TE I I / / a fib LOCATIONS. _ ( I /// / 0 * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH L (3) 2X6 POST oH. ° ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND - I SNPWNSTRC)N6ME MANUFACTURE OF METAL-PLATE-CONNECTED WOOD y1N6 TRUSSES SHALL COMPLY WITH ANSI/TPI 1. THE TRUSS I L� ALIGN RID6E5 — ia-iod DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY 5'-b" I 1 TRU55 RIDGE N I — (TOTAL) A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF OH. S I G=- - - _ T / / o NEW YORK. _o I �- — * ROOF TRUSS DESIGNER TO ADJUST HEEL HEIGHTS, I 12 I I r I ° 1 I I I I / // — — — — — I JN r N co USE IN COMBINATION ONLY DETAIL 2 OVERHANGS, AND ROOF PITCHES SO THAT FASCIAS AND la - II I I I // // 7 — r -) I ( I F - - - // // // RIDGES ALIGN AS SHOWN ON ELEVATIONS AND SECTIONS. - I / * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH o I ROOF TRU55 61RDER I _ _ _ I _ __ _ _ _ m J WHEN STUDS AND�RAI=TERS _ _ _ _ _ _ THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT I I ryII - - - �_ _ _ - - —� r- DO NOT AL16N NOT TO SCALE B2 -4 WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING 1-0 -L I OR I r I�/%//T// /////%/' U' + - 1112 � -7+/- Il L ASSEMBLY TO INSURE TIGHT FITTING JOINTS. _� L- * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER - r �Q r /// // / / // = I - — - C�t� I bxb P.T.POST WITH co I _ _ I I I I I ./ // // // // _ ' ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. I I r I I U 1 - , , , , ////// /// // I _�-I SIMPSON BG52-3/b z co) THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND I \ I I J� r L / / // / _ _ _ _ _ _ _— _ _ — — _ z I N //////// // ,�/ / „� TRU55 61RDER ROOF-TW)SS 61RDE POST GAP ANCHOR rf g METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR I n ,/ 51MP5ON ABU66 POST z m m a s II - - - I 1 -� T — z z z o z z z N SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN - - - - +, , o BASE -�-I- o o_ o_ f= o_ o z w DESIGNED AND INSTALLED TO PREVENT ROTATION AND 11'-0" PL . I)I IIII I (III I I I //j j/ / j/ I I I PROVIDE LATERAL STABILITY IN ACCORDANCE WITH + 12 HEEL HT. n I ( I I I ///j // / i/ �I 1, p„ w w w w N ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA I I ( Iu 11 I 1 ////// // I w °5 °h v 51DEWALL ABOVE III L _ _ _ _ _ // /j� // / I N OH. BUILDING COMPONENT SAFETY INFORMATION (SCSI) GUIDE _ - - _ I I I / // / // co LOWER ROOF — TO GOOD PRACTICE FOR HANDLING, INSTALLING & III I - I I I I ////// / // // I / N BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. n I ( I ( I I * APPROPRIATE CONNECTOR AT BEARING POINTS I u NO "R" No "R" PROVIDE APPRO R P S I ( I I , OF ALL ROOF TRUSSES TO RESIST UPLIFT LOADS SHOWN ll'-O" PL HT. NOTE: INTER5EGTIN6 ROOFS I 1 2 HR FIREWALL BELOW ROOF - I _ _ _ ON TRUSS DRAWINGS. _ WEAVE ROOF 5HIN6LE5 AT I I I I I CARRY TO UNDERSIDE OF * TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, I I) r s- s 1 I I� OH INTER OVER IGE 5HIELD I HIGHEST ROOF SHEATHING - DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY I e ) o ) I I I ( e I I �'///j/ // //// �? NOTE 'R" o Z MEMBRANE - CARRY MEMBRANE MIN. 24-1 I I NP' WITHOUT THE APPROVAL OF A REGISTERED DESIGN I ( �. - - -�. J I 1 I ( 12 12 OH' 12 12 j// /// 20-3 HIP PL HT I y I g W co OUT IN ALL DIREGTION5 OF I I I i I N PROFESSIONAL. I - - - - - - - - - - [�_ I 1,121 112 I I 1 112 /j// /// - - - - - - - - - - - - - =3 -- - - - I'-o" 82-5 2 INTER5EGTION I , - I * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS I- SS �� I lil (I I ///// // I OH. Q } I Z AND METHODS OF ERECTING THE TRUSSES. THE I �- I I / // X // // o LW J CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY FC I I IY I I ////%/ I ///�///� I 4 0 2444 DH IN w 0 I I I I I I ! j///j/I /I////% J� ABLE END WL cYi w W BRACING HAS BEEN DESIGNED AND INSTALLED FOR THE �` b 1 6-II I 3'-8" 5'-0" 3'-8" W w N Q_ II �` // //, 10-0 HIP WIDTH IL I INSTILLATION OF THE TRUSSES. No 'R" I / // // /, PL HT Q r v o ROOF TRU55 X // /f / // 'n I Z TT . +� I I Q HIP RAFTER SIMP5000RNER TIE 5EE PLAN i l I i 1 1 j j//j /�( /j///j o= I n�w� Ss I 1'_0" ❑ I I I -0" PL HT. I �C�" -� ��� OH. 51DEWAL.L ABOVE LOWER I� I I I ROOF TRU55 // _ 61RDER5 UNDER �/ / / I S" 1'-p" v \�Ns� ROOF I I I I DORMER WALLS S?/ //%/ FRAME OH. (9 p r 10'-0" PL HT. I `�'j //// OH. q:-0: PL HT. —12 12— Z m ° I i + 12" HEEL HT. i 10'-0' PL HT. I I I I ui ALIGN + 12" HEEL HT. u�i 2'-0" I 12 12 I I - FASCIAS A II'-0" PL HT. OH o W SEN R a d �- �.... OH. I I a I— —I a 12 0' BAS OH. U �y Ile t- TRU55 RIDGE W/VENT lo'-o" PL HT. Ct 2 HR 5EPERATION -I m EXTERIOR OR WA I L =_- - - - - _=- _ -j I + 12" HEEL HT. I WALL PER UL#336 W DETAIL X 1--�- 4 L - - _ - NIT 7 6 15 ' P O R H SEE DETAIL I/FW-2 UNIT 75ROOF WEAVE 3 m� U ( C ) I J� 4 o I TOS' PLATE HIP I P N� E3UI�LT OVEONE R ANOTHER R ❑ �—� NOT TO SCALE MODEL B- 1 (INKBERRY) B-2 (MAGNOLIA) DETAIL $ 2 -4 GONNEGTI ON $ 2 -L� ........ ................................... ......... JOB NUMBER GUTTERS I LEADERS „ INSTALL ICE AND NOT R: w 2016023 ALL GUTTERS 4 LEADERS SHALL BE BAKED WHITE ALUMINUM .032 NOTE 0: NOTE 5: P ENGINEERED ROOF UNIT 76 UNIT 7 5 DUET CLUSTER WATER SHIELD PER II ROOF PLAN = SHEET NUMBER MIN. GAUGE, GUTTERS SHALL BE 5" SEAMLESS, 0.6. 5TYLE YJ/ ALL PRE-ENGINEERED OVERLAY PRE-ENGINEERED SCISSOR TRUSSES W/ 12 MIN. HEEL Q MANUFACTURE'S ROOF TRU55E5 @ 24 O.G. HE16HT5 (U.O.N.) @ 24 O.G. a VT RELATED � REQUIRED AGGE550RIE5. LEADERS SHALL BE MIN. ROOF TRUSSES � 24" O.G. SPEGIFIGATIONS TO DESIGNED BY TRU55 ENGINEER DESIGNED BY TRU55 1/4"=11_011 (MODEL B- 1 15 ) (MODEL B- 2 ) ROOF PLAN Z 2 � 4 2"x3", .027" GAUGE YJ/ CLIPS � ANCHORS. CAULK � SEAL ALL MAINTAIN PRODUCT DESIGNED BY TRU55 ENGINEER JOINT5. PITGH 6UTTER5 MIN. I/S"/FT. PROVIDE P.Y.G. REGEPTORS (� „ WARRANTY ENGINEER � 8 ABOVE GRADE TO RECEIVE LEADER5 (CLOSED GAP DE516N). w 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED OPTION#I DESIGN 4®o GODS SECTION 10610-EXCEPTION AT N 4: - 4S"MIN 48"MIN FIREWALL MAY TERMINATE AT UNDERSIDE ROOF OPTION#2 SECURE ROOF 5HEATHIN6 To C-RUNNER TRACK Z SHEATHING IF FIRE RETARDANT TREATED CODE SECTION TObb EXCEPTION 4. 2"G-RUNNER TRAGK2"-CAULK FOR w 5HEATHING 15 INSTALLED FOR A DISTANCE OF FIREWALL5 MAY TERMINATE AT THE OPTION#I W E WALL RATING - 2 ]HR. SMOKE TIGHT JOINT OVER 4'-0"ON BOTH SIDES OF FIREWALL UNDERSIDE OF ROOF NON-RATED FINISH RATING - 120 MIN. 5HEATHIN5 PROVIDED THE ROOF 15 METAL EDGE FLA5HIN6 OPTION#2 0 4--J V STC RATING - 61 (SEEITEM 7) 48 48 PROTECTED WITH 5/8 TYPE X GYPSUM BOARD DIRECTLY BENEATH 5EGURE WALL 5HEATHIN6 To 0 VCL m THE UNDERSIDE OF ROOF SHEATHING G-RUNNER TRACK TYPICAL ROOFING Z ^ , -EX EAND 15 SUPPORTED BY 2'LED6ER5 ��TRU55 0 W o rn ATTACHED TO THE SIDES OF ROOF ~ �� c XX XA FRAMING FOR A MINIMUM OF RAKE E30ARD TYP j U > , °' 4 2' H STUD TRACK AN OF FIREWALL.ALLOW NO OPENIN65 IN — - - -—- y DISTANCE OF 4'-0'ON BOTH SIDES - _ o N�: . --/ -----------_F ---- ------T sn ' '^��, ;� .\� �. •w G U K FOR 5MOKE TI H ROOF WITHIN 4'-0"OF FIREWALL Lx Lx Z f _ _ OPTION #2 TYPICAL SIDING � J I T OVER EACH SIDE.MINIMUM GLASS B ROOF HIDDEN METAL F IN6: 0 Q W c c%,,.... ,. ...,.... ,.,........ ...,.....,� ........ .r:.........,.,..... �,................. , t„•,. ......,.............. ........... STUDS CONTINUED TO IDE ROOF Es,s� 24 O.G. SHINGLE TO BE INSTALLED 1 A`�H � U oW `—° � Z,M..f—�..- �__.._....... .� : _-..,.... .,..,,., . ,., ,,», u...��V........-_-- .......... ' T_.�. 1.__w uu.,xa.«»Y. ...� .. .,..�.,_.• 12"VERTICALLY E 12"HORIZONTALLY �, —i '—_� ..,» ._ ROOF SHEATHING _ m c� j.....i�.� .. .� . .. ,Z ___.... ��`,,...... Y flN 2x4 LEDGER5 W/ O U M M 5PAGE EA. 51 D OPT.#2(TYP) ' ;; _.J -� L 2x2 x2:.a ' j. x ai.. ---..» .:as,: -- -.i.,1 ti_ _ ..i a:�.! .r.._»....... ..,.....k._L_ " " LONG INUM -... ____ .063 USGEATED PLYWOOD 5HT6 `�' YC' ,. OUT, IF LOWER ROOF 15 ....... ._... 3, ASR �sF'1$ ;E� { ' GYP. BD. OR MINERAL 0"BELOW HIGHER ROOF 5EC1JRE ROOF ` WOOL FIRE BLOGKI 5HEATHIN6 TO FING— - — `C'ON ICU ATlO�vT '� 3 I/2 (R-13) ATr —ASW GLIP5 OR .O(o3 USCF — '' D63 u56 ALUMINUM ALUM ANC�L E CLIPS x� Lx4XI ZT�_XP(.)SE �T()11 IRE F!t{)M ART:�h 4k �'A�L��'�t3� 1�'�?��,�..�i��E:{��i3.Y " AIR SPACE T-----------T ----------- BREAKAWAY CLIPS 0 __-_-- r DOUBLE H-STUD TRACK In AIR SPACE I"AIR SPACE ,r•-'•. , -� ••-,, ;r4 _ �"'1� SGREWED BACK TO BACK " j t rS i ,._.{ f (2)PIECES G.P.T K I FIREGUARD r i ti >_• n PROOF " ;�, DOUBLE H-5TUD TRAGK 5GRBNED FILL I" CAVITY AT FLOOR5 AND BOARDS W/FF BER6U1 � FSH NO BOTH I/2 GYP.BD Z _ --�._w ��" `, :, �.......,.:; ......:........:...� BACK TO BACK W/ NERAL x T_ ... CEILING GYP.BOARD OR MI :.{°' .. ' ............................. ._.........-- —...--.... .f f 1` • ......_..—/ �� I AIR 5PAGE WOOL FIRE BLOGKI% SIDES AND ED6E5 0 ww w 11, / � n• I.f. �� .. ` ` ................ . ....l fig r� ........ -... ''r.'. .. .... ' �>f;: ... :::::.:1 �t:::.::::':::::::::.:.:::::::�: ::... 2' H-STUD TRAGK � Ln - .—..._.............................__-._.. . . ::............. ..Y......._,.._._.. :::::..I (2) PIECES G.P. TOU6HROGK I FIREGUARD TYPE X SHAFTLINER, ~ _ WATER PROOF BOARDS W/ 2x4 P.T. SILL PLATE Z M S FIBERGLASS FINISH ON BOTH SIDES ..._=; .. -__-'�' ..� , ;�.rr~ r ;:t x�..... ,I AND EDGE5 a....�..._--.._.... � . -.. .�, �.y......_.._.........;.,...... FIR5T FLOOR 3,A1F AIR SPACE 3/4" T4 G 056 5UBFLOOR-6LUED 4 .. `i _ RIM J015T PER FLR J015T MANUR OPTION#1 s• SCREWED RUN ;< GONTINUOU5 BETWEEN JOISTS PER PLAN FILL I"CAVITY AT FLOORS AND CEILING W/ ROOF TOSS ��SECTION 106h-EXCEPTION 4: FIREWALL MAY TERMINATE AT a WOER51DE ROOF SHEATHING IF FIRE CONFIGURATION �� PLATES AT EXTERIOR ';: � = GYP.BOARD OR MINERAL WOOL FIRE WALL (2) 2x4 P.T. SILL PLATE BLOCKING .063 U56 ALUMINUM EXPOSED� ) I'�itk.F'R�}'�1 '.TTFftR: �Lk} RETARDANT TREATED SHEATHING 15 =4: :.,t• BREAKAWAY CLIPS INSTALLED FOR A DISTANCE OF 4'-0" O w . _.............._....._....... .........�'�,.--... ..... ........_.... �4'' (R-13)CLOSED CELL SPRAY FOAM INSUL - i"N ANCHOR BOLTS (14" LONG + ON BOTH SIDES OF FIREWALL W ` AIR SE'�'�t.F: ,...., t�I1 :ir „..,,- „• ---_-- A!!><f SPACE ALONG INSIDE FAGS OF HND.WALLS-FULL HT -t ° 3" HOOK,8"MIN EMBEDMENT) OR OPTION#2 """` """�" E OR DRAPED BLANKET INSULATION T 106.6-EXCEPTION 4: m ti ADHESIVE ANCHORS W/3"X3"X�" CODE SECTION EXGEPTI T. � :<< (NATE AT THE UNDERSIDE OF ROOF # WASHER PL @ 24 0/G. FIREWALLS MAY TERM (1) 4 HORIZ.REBAR NON-RATED SHEATHING PROVIDED THE ROOF IS PROTECTED WITH }� �.1 .' ; '''~- l; 'ti °,', ti s rj•'jI ,� j/; - 5/5"TYPE "X"6YP5UM BOARD DIRECTLY BENEATH THE UNDER5IDE !••moi O t t�"; ; , €}., y �r:,�;*�'.: j E; r•, ; � 6� (U#4 HORIZ.REBAR® MID ``'% BA5EMENT 2 HR FIREWALL SEPERATION DETAIL 4 OF ROOF 5HEATHIN3 AND 15 SUPPORTED BY 2'LE06ER5 4 ;,��`;\ " i r.••t• ;-•... I,rel l 5;?;tl ti 4 \r?. `'i i _"r_ HE16HT OF WALL STORY " _ N'" f ATTACHED TO THE SIDES OF ROOF FRAMIN6 FOR A MINIMUM OF ° F V15TANCE OF 4'-0"oN BOTH SIDES OF FIREWALL.ALLOW NO -` ' �=:± SEE CLUSTER FOUNDATION PLANS FOR LOGATION, " �'�.�}';' r?"` ° N.T.S. OPENINGS IN ROOF WITHIN 4-0OF FIREWALL EACH SIDE.MINIMUM •�. w '-�""• �'° 12 FOUNDATION WALL ON 24"A2" TYPICAL BASEMENT SLAB v i CLA55 5 ROOF 5HIN6LE TO BE INSTALLED. ';,..= P.G. FOOTING ?' #4"P.G.5LA5(MIN.2500 P51 () CONGA STG R�4T)NC �*t',,.�+.�y,,''�I 7 '•tw,�s.1 0*�t•'i:-:.'"","__",' (.{.f��� .. J..Y— ..__''` ..t ° ;A06 MIL.POLYEi}�J_ENE ~ Y , k w-s.-•• USG BROGHUfZE 5A100 (FIRE RESISTANT # a �-- i ,'.� ,: °'_�,.r...• 1 � t ;{ i r� , i ,. ;: s• s -��.; ,_�,: d .�:; VAPOR BARRIER OPTION I �"_ !' rL; A55EMBLIES CODE SECTION 106.6-EXGEPTION 4: CDC- 4 -•j•• t��. \.i.:, i %,�f-,%!I ° •TAMP t FILL TO 95Ri DENSITY ) (n FIREWALL MAY TERMINATE AT UNDERSIDE ROOF U '+ ,�,� <` ° PAGE 22 (AREA 5EPARATION WALL # I— � "i'{� �`� ''�:' '*•r ° ° ° 5HEATHIN6 IF FIRE RETARDANT TREATED Z s r . , F i , l i ; ° e OPTION 2 5Y5TEM5) CODE SECTION 106.6-EXCEPTION 4: �;; w i�i ti +* •!,... s �.,''S' . ;l �'"'_^ ' ° 5HEATHING 15 INSTALLED FOR A DISTANCE OF w { d a TEST#UL DE5 U341 " FIREWALLS MAY TERMINATE AT THE ° a 4'-0"ON BOTH 5IDE5 OF FIREWALL UNDERSIDE POr-R ROOF NON-RATED 2 ` , a ° ACOUSTICAL PERFORMANCE = STG 60 11 SHEATHING PROVIDED THE ROOF IS U HORIZONTAL#4 ° TE5T#RAL-TL-88-350 4,511 48 PROTECTED WITH IR TYPE X 0 ° BA5ED ON 2x4 FRAME WITH MIN. 3" GYPSUM BOARD DIRECTLY BENEATH MINERAL WOOL BATT AT EAGH 51DE THE UNDERSIDE OF ROOF SHEATHING a ° AND 15 SUPPORTED BY 2 LEDGER5 SECTION 12012 OF 2015 IBG-WALL5, ATTACHED TO THE 51DE5 OF ROOF SEPARATION WALL: (Max Height - 66 ft) PARTITION5 AND FLOOR/GEILIN6 FRAMING FOR A MINIMUM OF A55EMBLIE5 SEPARATING DWELLING DISTANCE OF 4'-0"ON BOTH SIDES 2 HR FIREWALL SEPERATION DETAIL I UNITS FROM EACH OTHER OR FROM 2 H STUD TRACK AN OF FIREWALL.ALLOW No OPENINGS IN 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 G U K FOR SMOKE TI&H OPTION #2 ROOF WITHIN 4'-0"of FIREWALL fa5tener5 Spaced 24 in. OG. N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS FW2 PUBLIC F SERVICE AREAS SHALL HAVE J I T O�/ER EACH SIDE.MINIMUM CLA55 B ROOF 2. Metal Studs -- 5teel members, formed from No. 25 M56 galy Steel having "H" -shaped flanged spaced 24 in. OG; overall depth 2 in. and A STG OF 50 OR MORE. 2 TUD5 CONTINUED TO IDE ROOF 55E5® 24"O.G. SHINGLE TO BE INSTALLED F SHEATHING w .- r` ti flange width 1-3/8 in. USG AREA SEPARATION WALL SYSTEM UL# U336; PROVIDED STG=60 M o 7 - 6C4 W 3. Gypsum BOard -- Two layers of I in. thick gypsum board liner panels, Supplied in nom 24 in. widths. Vertical edges, of panels frictlon fitted TEST #RAL-TL-88-350; STC = 60 I" Al 5PAGE EA. SID o N N M into "H" -shaped studs. G6G INC -- Type SLX. TYPIGAL FRAME: WALLS UNITED STATES GYPSUM GO -- Type SLX UNRATED (2) PIECES G.P.TOUGHROGK I" FIREGUARD TYPE "X" 5NAFTLINER, GYP. BD. OR MINERAL U56 MEXICO 5 A DE G V -- Type 5LX. w1NDow HATER PROOF BOARD5 w/ WOOL FIRE BLOGKI z FIBERGLA55 FIN15H ON BOTH SIDES PROTECTED WALL: (Bearing or Nonbearin Hal I) AND EDGES Z ASW CLIPS OR .O(o3 USCF fA a g • 9 g ALUM ANGLE CLIPS o 0 o F O O Z z z z o z z � N a SUS2 HOUR FIRE SEPERhTION I AIR SPADE V5 65 (0 a W CO g Q 4. Hood 5tud5 -- Nom 2 by 4 in. max spacing 24 in. OG. 5tud5 cro55 braced at mid-height where necessary for clip attachment. Min 3/4 in. HALL SHOWN HATCHED DOUBLE H-STUD TRACK w 5 s a N separation between wood framing and fire separation wall. SGREHED BACK TO BACK w lobs I�oRIzoNTAL CONTINUITY, 4A. 5teel 5tud5 -- (As an alternate to Item 4, not shown) -- For Bearing Noll Rating - Corrosion protected steel studs, min No. 20 M56 FIRE WALLS SHALL BE GONTINuouS FROM DOUBLE H-5TUD TRAGK 5GREWED FILL I" CAVITY AT FLOORS AND N (0.032q in., min bare metal thickness) Steel or min 3- 1/2 in. wide, min No. 20 656 (0.036 in. thick) goly steel or No. 20 M56 (0.033 in. thick) EXTERIOR HALL TO EXTERIOR HAI I BAGK TO BAGK GEILIN5 W/GYP. BOARD OR MINERAL primed Steel, cold formed, shall be designed in accordance with the current edition of the Specification for the Design of Gold-Formed Steel ' 1' 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 UNRATED 2" H-5TUD TRAGK STG RATING the axial d ,5i n load of the studs, shall be as Specified b the steel stud designer and/or producer, and shall meet the requirements of all HINDER (2) PIECES G.P. TOU6HROGK I" U56 BROCHURE 5A100(FIRE: RE515TANT �..� g p y g CODE SECTION 106.5 EXGEPTION #2 FIREGUARD TYPE "X" 5HAFTLINER, 2x4 P.T. SILL PLATE H applicable local code agencies. The max Stud spacing of wall assemblies shall not exceed 24 in. OG. 5tud5 attached to floor and ceiling UNSPRINKLERED BUILDINGS: WATER PROOF BOARD5 W/ ASSEMBLIES) Z tracks with 1/2 in. long Type 5-12 steel 5crew5 on both Sides of 5tud5 or by welded or bolted connections designed in accordance with the FIBERGLA55 FIN15H ON BOTH 51DE5 GARAGE PAGE 22 (AREA SEPARATION WALL w FIRE RETARDANT TREATED AI51 specifications. Top and bottom tracks shall consist of steel members, min No. 20 M56 (0.03261 in., min bare metal thickness) steel or min SHEATHING To EXTEND 4'-0" ON CODE SECTION 106.5 EXCEPTION #3 AND ED6E5 UNEXGAVATED TYPICAL SYSTEMS) W BOTH 51DE5 OF FIREWALL AND BUILDING5 EQUIPPED W/NFPA 13 OR 6ARA6E SLAB TE5T#UL DE5 U341 0 w m No. 20 656 (0.036 in. thick) gale steel or No. 20 M56 (0.033 in. thick) primed steel, that provide a sound structural connection between NEPA 13R SPRINKLER: '4'P.G.SLAB(MIN.3500 P51 GONG) w w OFFSET WALL n Steel studs, and to adjacent a55emblies such as a floor, ceiling, and/or other walls. Attached to floor and ceiling assemblies with steel FIRE RETARDANT TREATED SHEATHING ° REINFORCED WITH bxb,10/10 KAM. AGOU5TIGAL PERFORMANCE = 5TG 60 > F-� fasteners spaced not greater than 24 in. O.G. 5tud5 cro55-braced with stud framing at midheight where nece55ary for clip attachment. Min 4'-0" MIN. 4'-0" MIN. AT FIREWALL END b" WIDE x FULL a I a "TAMP E FII)TO g55 DENSITY TEST#RAL-TL-88-35o w w 3/4 in. Separation between steel framing and area Separation wall. Finish rating has not been evaluated for Steel Studs. HEIGHT OF FIREWALL (1)#4 HORIZ.REBAR ° SLOPE GARAGE 5LAB DOWN 2" BA5ED ON 2x4 FRAME WITH MIN.3" 0 v o p g P 9 To�DS GARAGE DOOR MINERAL WOOL BATT AT EAGH 51DE Z 4B 5teel 5tud5 -- AS an alternate to Items 4 and 4A, for use in Configuration B only, not shown) -- For Nonbearing Wall Rating - Channel a II 5EGTION 1201.2 OF 2015 IBC- WALLS u 4 Shaped, fabricated from min :25 M56 corrosion-protected steel, min 3-1/2 in. wide, min 1-1/4 in. flanges and 1/4 in. return, spaced a max of 24 2 HR FIREWALL SEPERATION DETAIL 2 a l� . ;� PARTITION5 AND FLOOR/CEILIN6 o in. OG. 5tuds to be cut 3/S to 3/4 in. less than assembly height. Top and bottom tracks shall be Channel shaped, fabricated from min 25 M56 N.T.S. OFF-SET EXTERIOR WALLS ° ASSEMBLIES SEPARATING DWELLING UNITS corrosion-protected steel, min width to accommodate stud size, with min I in. long legs, attached to floor and ceiling with fasteners 24 in. OG FROM EACH OTHER OR FROM PUBLIC OR ❑ max. 5tuds cross-braced with stud framingat mldhei ht where necessary for clip attachment. Min 3/4 In. Separation between steel framing and SERVICE AREAS SHALL HAVE A 5TG OF 5o w g y p p g d . OR MORE. w �j area separation wall. Finish rating has not been evaluated for Steel Studs. 2 HOUR FIRE SEPERATION (I)#4 HORIZ.REBAR® MID _ 5. Gypsum Board -- Classified or Unclassified -- Min 1/2 in. thick, 4 ft wide, applied either horizontally or vertically. 6yp5um board attached to TYPICAL FRAME HAL WALL SHOWN HATCHED HEIGHT OF WALL STORY a PROVIDED 5TG 60 � } 1"m ANCHOR BOLTS(14" 0 m 5tud5 with 1-1/4 in. long steel drywall nails spaced 5 in. OG. Vertical Joints located over studs. (Optional) Joints covered with paper tape and LONG + 3" HOOK,&' MIN joint compound. Nail heads covered with joint compound. a EMBEDMENT) OR ADHESIVE Z 9 J p J P ° NOTE: UL #336 EXGEED5 CURRENT FIRE CODE (� o o cn 6. Attachment Clips -- Aluminum angle, 0.063 in. thick, 2 in. wide with 2 in. and 2-1/4 in. legs. Clips secured with Type 5 screws 3/8 in. long to UNIT UNIT 12" FOUNDATION WALL ON 24'x12" AN(HOR5 W/3"X3'x " STANDARDS AND REDUCES 5e0UND TRANSFER v� ........ ..y ... ..... ...... WASHER PL @ 24" 0/G. j "H" studs and with Type W 5crew5 1-1/4 in. long to wood framing through holes provided in clip. UNRATED WINDOWS P.G. FOOTING BETWEEN UNITS w0 QEG STERC 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 °° v �; GLEN oeF�a studs. 66. 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 cli 5 s aced a max 5 ft OG vertical) between wood framing and "H" studs. O�( _ _ = A W1 --+ 41 4"t, q P P y 9 m 6G. Clip placement (Item 6) for separation walls up to 66 ft high: Space clips as, described in Item 6A for upper 24 ft. Space clips as, v 0 y described in item 6B for next 20 ft. below the upper 24 ft. Remaining wall area below requires clips spaced a max of 40 in. OG vertically ° ° ���` between wood framing and "H" studs. 8" UNRATED SIDING (TVP) a 4 ❑ VYOR� 1. Non-BearingWali Partition Intersection -- (Optional) Two nominal 2 4 in. stud or nominal 2 b 6 in. stud nailed together with two Sin. Ion HORIZONTAL #4 ° ° UNITS 7 5 p y 9 9 4-0 MIN. 4 0 MIN. ° ............ ...... . ... ............. ........... IOd nails spaced a max. 16 in. OC. vertically and fastened to one side of the minimum 2 by 4 in. stud with 3 in. long IOd nails spaced a max 16 ° °. ° JOB N MBER in. OG. vertically. Intersection between partition wood 5tud5 to be flush with the 2 b 4 in. Studs. The wall partition wood 5tud5 are to be GODE 5EGTION 106.5 EXGEPTION #3 ° y p y p BUILDINGS EQUIPPED W/NFPA 13 OR NFPA 13R SPRINKLER: CODE SECTION BUIL EXCEPTION#2 d (MODEL B- 2 ) & 2 16023 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 &" WIDE x UNSPRINKLERED BUILDINGS: 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 FIRE RETARDANT TREATED SHEATHING TO EXTEND 4'-0" 2 HR FIREWALL SEPERATION DETAIL @ GARAGE 5 w 76 (MODEL B 1 SHEET NUMBER ON BOTH 511DE5 OF FIREWALL Qu) *Bearing the UL Glassification Mark N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS FI"� a 2 HR FIREWALL SEPERATION DETAIL 3 USG AREA SEPARATION WALL SYSTEM UL# U336' — LaSt Updated on 2010-10-2-1 Fw2 2 N.T.S. AT FLUSH CONDITION TEST#RAL-TL-88-350; STC = 60 15 ) w 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED