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HomeMy WebLinkAbout44799-Z g�F Town of Southold 2/12/2021 a P.O.Box 1179 0 t 53095 Main Rd N �.fja1 %N- Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41815 Date: 2/12/2021 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 5 Sweet Meadow Ct Unit 74,Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-1-42 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/6/2020 pursuant to which Building Permit No. 44799 dated 3/13/2020 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#74,B-2,Alt 2 model) The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0128 11/02/2020 ELECTRICAL CERTIFICATE NO. 44799 02/11/2021 PLUMBERS CERTIFICATION DATED 02/10/2021 All folk umbing Aactors Inc. ffuth7 Signature ��gaFFntK TOWN OF SOUTHOLD BUILDING DEPARTMENT s 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#: 44799 Date: 3/13/2020 ,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#74, B-2, Alt 2 model) At premises located at: 5 Sweet Meadow Ct Unit 74, Cutchogue SCTM #473889 Sec/Block/Lot# 102.1-1-42 Pursuant to application dated 3/7/2020 and approved by the Building Inspector. To expire on 9/12/2021. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,911.60 CO -NEW DWELLING $50.00 Total: $1,961.60 Bu ding Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOMIN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (8-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4, Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and,similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing;"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2., A,properly completed application and consent to inspect signed by the applicant.If a Certificate of 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$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: T — C; +` C44 AZ___1 House No. Street Hamlet Owner or Owners of Property: �� ® � /✓ � Suffolk County Tax Map No P_108 ,00, Section ""��o�. _Block ® ! Lot S_pjbdivision_II! AD 1\4 CA—I" &-e— Filed Map. 7 Lot: o �� Permit No., l Date of Permit. 'Applicant /�Xo' ,Health Dept. Approval: L OU -i Underwriters Approval:,T Planning Board Approval: I'f Request for: Temporary lti}i ate Final Certificate: (ch ck one) Fee Submitted:S ` tppllca Signa i e 1 CONSENT TO INSPECTION ! bgc�eQoZ-1c Owners)Name(s) the undersigned,do(es)hereby state: That the undersigned(is)(are)the ownpr((ss)of the premises i e T w of Southold,located at It which is hown and designated on the Suffolk County Tax Map as District 1000, Section Block 1� ,Lot be-(,), 'That the undersigned(has)(have)filed,or cause to be filed,an application in the Southold Town Buildinlg In t' 's Office folr the f lowing,, 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? ,(Print e) (Signature) (Print Name) of sovr�®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 roger.richert(pD-ttown. us Southold,NY 11971-0959 y' Comm BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Rimor Development LLC Address: 5 Sweet Meadow Ct (unit-74) City: Cutchogue St: New York Zip: 11935 Budding Permit#: 44799 Section- 102.1 Block. 1 Lot: 42 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MTM Electric License No: 3700-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph 150a Heat gas Duplec Recpt 41 Ceiling Fixtures 10 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 5 Wall Fixtures 1 Smoke Detectors 4 Main Panel 150a A/C Condenser 1 Single Recpt Recessed Fixtures 41 CO Detectors 2 Sub Panel A/C Blower 1 Range Recpt 20a Fluorescent Fixture Pumps Transformer AppliancesN Dryer Recpt 30a Emergency Fixture Time Clocks Disconnect 150a Switches Twist Lock Exit Fixtures TVSS Other Equipment: 2-smoke detectors, 2-combination smoke / co detectors, gas range, 2-bath fans, 1-microwave oven,8-combination GFCI/ARC fault circuit breakers Notes: Inspector Signature: X(�I�tc- 1 Date: February 112021 81-Cert Electrical Compliance Form.xls f Ig SU Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 , �yp� Southold,NY 11971-0959 D�/�,COUN�S�, BUILDING DEPARTMENT TOWN OF SOIUTHOLD CERTIFICATION Date: 1d� o?da r Building Permit � nn_ *--W Owner: , 1� � -�' � LL C -(Please print) Plumber: � �� � I�X-1iYyol COAAicy0bo, (Pl a print) I certify that the solder used in the water supply system contains less than 2110 of 1 lead, (P bers Signature) Sworn to before me this a FloRlra day of } � ( dVotary,Public,State of Newyork VReg.No.01F16368364 Qualified in Suffolk county Commission Expires4L-v-� Notary Public, �� County � Vnf� # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION, [ F UNDATION 1 ST [ ] ROUGH PL13G. [ -FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE--& CHIMNEY [ ] FIRE SAFETY'INSPECTION [` ] FIRE RESISTANT CONSTRUCTION [ ] 'FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PREC/ REMARKS: 61D, 1,00AX, vAj�� L&A, DATE INSPECTOR f - fjf so yO� L? Li7 ? C( V * f TOWN OF SOUTHOLD BUILDING DEPT `ycourm `' 14:-:�79- 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] iNSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE-& CHIMNEY [ ] FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ LECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [( I CODE VIOLATION [ ] PRE-C/O REMARKS: DATE INSPECTOR .�-- SOUIyO # # TOWN OF SOUTHOLd BUILDING DEPT. cou765-1802 INSPEC ION [ ] FO NDATION 1ST [ ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATIOWCAULKING Y.,,o-;] FRAMING /STRAPPING [ ] FINAL [ -] FIREPLACE & CHIMNEY [ ] FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL,(FINAL) [ ] CODE VIOLATION [ ] PRE C!O REMARKS: nf <�w - - A 0 rlo/ DATE VYD INSPECTOR • � ���OF SOUIyo VA # # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATIOWCAULKING ' [ ] FRAMING•/STRAPPING [ FINAL /65 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] -- FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIONr [ ] PRE C/O .REMARKS: nia 4� GA QR=l cz Qek DATE 1lb, INSPECTOR �O�aOF SOUjyalo 'comm, N `�f7 O TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) !Ak ELECTRICAL (FINAL) REMARKS: DATE Ct �� INSPECTOR _ ■ F I f _ J t -. 4 H4' plA� ............ ........ �•_- ' � � Ery �' a r� ii r A l+„ i iw � a r w ®® min '��'. ' ; Ems.. i n - �x �•� .- _ - .i -- Acca. � - ,� �-/"�- r > c u 4�15 Re .. � •vat.. 1 _ _ 3 S v AL 4-N- M. 'PJ f: i �h yy 1v ,y F IJl ��t r q ��r•�.« I ` 4 Y.w r�• .! �-�• '�. ' `*,. ^r `` .e'er :•;� v ' tel' . ,:.$+ ;- - - - ,� •. 4 .r I, r T r' (�� y rr 6 r r � � a r � R N` tdl l�ll� of `2" i � z Aim �. PIS M Y AN, 1Z t xt v ..;: ray .-; „•f,. .'+ ,.. , -�,- y« � T t J 1 f 2 s a, p t Nt "I � tt � a Si. 4 L£ f': } i � 19 �1- 1F 3 : 4 e " 6 Y" 3 5c1 „r i +F { i yt �r 4 i wori htsoft, Manual S Compliance Report Job: 9 Date: Jan 03,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email rb delfino@energytestingservlces corn Project • • For: Model B2(Magnolla),3 Sweet Meadow Ct Cutchogue, NY 11935 Coding EqUipment Design Conditions Outdoor design DB 83.0°F Sensible gain- 12393 Btuh Entering coil DB 75 8°F Outdoor design WB 71.0°F Latent gain: 2499 Btuh Entering coil WB 63.4°F Indoor design DB: 75.0°F Total gain, 14892 Btuh Indoor RH 50% Estimated airflow 600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type* Split AC Manufacturer: Generic Model SEER 16 Actual airflow- 600 cfm Sensible capacity 12600 Btuh 102%of load Latent capacity 5400 Btuh 216%of load Total capacity 18000 Btuh 121%of load SHR 70% •' Equipment Design Conditions Outdoor design DB 10 0°F Heat loss* 28094 Btuh Entering coil DB. 62.6°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 600 cfm Output capacity. 36800 Btuh 131%of load Temp rise 0 °F Meets all requirements of ACCA Manual S 2019-Jan-04 14 37 07 Right-Suite®Universal 2018 18 0 32 RSU20066 Page 1 �C� mar Model B2 MAN JSD\Rimor Model B2 MAN JSD rup 3 Sweet Meadow Ct Calc=MJ8 Front Door faces W ■ - • _ ■ ansExaminer Review ® Form RIPER I • • ®.• • • 15 Mar 09 ArCaid+knhscai�a`sdNiaka Header Information Contractor Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J 1 Form(and supporting worksheets) Yes ❑ No ❑ Mechanical license or MJ1AE Form'(and supporting worksheets) Yes ❑ No I-1 OEM performance data(heating,cooling,blower) Yes ❑ No ❑ Building plan# Manual D Friction Rate Worksheet Yes ❑ No ❑ Duct distribution sketch Yes ❑ No n Home address(Street or Lot#,Block,Subdivision) Model 132(Magnolia), 3 Sweet Meadow Ct Entire House HVAC LOAD CALC U LATIO,N40 Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature 10 °F Orientation Front Door faces West Indoor temperature 68 of North,East,west,South,Northeast,Northwest,Southeast,Southwest Total heat loss 28094 Btuh Number of bedrooms 2 Conditioned floor area 3299 ftz Summer Design Conditions Number of occupants 3 Outdoor temperature 83 °F Indoor temperature 75 °F Windows Roef Grains difference 30 gr/Ib @50% RH Eave overhang depth 150 ft Sensible heat gain 14083 Btuh Internal shade none Blinds,drapes,etc. EaVB. Latent heat gain 2840 Btuh Depth Window Total heat gain 18922 Btuh Number of skylights 0 Q • M- 14013) Heating Equipment Data Cooling Equipment Data Blower Data Equipment type Gas furnace Equipment type SphtAC Heating cfm 600 umace,Heat pump,Boiler,etc. it Condrtioner,Heat pump,etc Cooling cfm 600 Model Generic Model Generic Static pressure 0 60 in H2O AFUE92 SEER 16+ Fan's rated external staticpressumfor design airflow Heating output capacity 36800 Btuh Total cooling capacity 0 Btuh Heat pumps-capacity at winter design outdoor conditions Sensible cooling capacity 0 Btuh Aux heating output capacity 0 Btuh Latent cooling capacity 0 Btuh HVAC DUCT DISTRIB,UTION .® Design airflow 600 cfm Longest supply duct 246 ft Duct Materials Used Equipment design ESP 0 60 in H2O Longest return duct 83 ft Trunk duct Sheet metal Total device pressure losses -0 6 in H2O Total effective length(TEL): 328 ft Available static pressure(ASP): 0 01 In H2O Friction rate: 0 003 in/100ft Branch duct Round flex metal Friction Rate=ASP-(TELx 100) I'declare the load calculation,equipment,equipment s- - o a e e- e were rigorously performed based on - building plan listed above. I understand the claims Made on these;forms will be subjectto revilewandverlfication. Contractor's printed name Contractor's signature Date ReservedfQr County, . .. orAuthority fi8vih,g,'je 'Home qualifies for MJ 1AE Form based on Abridged Edition Checklist 'Tr®ghtsoft, 9 Ri hl-Suite®Universal 2018 18 0 32 RSU20066 ncV ieM.a-iwM,,,Gmv.ro Load Short Form Job: - - wrightsoft� Date: Jan 03,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email r b delfmo@energytestmgserwces com Project • • For: Model B2(Magnolia),3 Sweet Meadow Ct Cutchogue, NY 11935 Design • • 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/958 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 92AFUE Efficiency 14.7 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 12600 Btuh Heating output 36800 Btuh Latent cooling 5400 Btuh Temperature rise 56 'F Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.024 cfm/Btuh Air flow factor 0 050 cfm/Btuh Static pressure 0.60 in H2O Static pressure 060 in H2O Space thermostat Load sensible heat ratio 0.83 ROOM NAME Area Htg load Clg load HtgAVF CIgAVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Bsmnt 1673 7475 884 183 45 Bed 2 194 3399 1766 83 89 CL 18 0 0 0 0 Bath 2 60 934 180 23 9 Foyer 112 1351 496 33 25 M bath 110 176 119 4 6 CLI 15 0 0 0 0 M bed 353 2367 1625 58 82 Breakfast 55 2044 1485 50 75 Laundry 23 43 493 1 25 Pant 16 0 0 0 0 Kitchen 190 295 1739 7 88 Living I 237 4065 2310 99 116 Dining area 198 2054 667 50 34 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wirigtatsoft® Right-S 2019-Jan-04 14 37 07 � amu=�aa.�nnw—i' r;., gwte®Universal 2018 18 0 32 RS1J20066 Page 1 ACCA mor Model B2 MAN JSD\Rimor Model 82 MAN JSD rup 3 Sweet Meadow Ct Calc=MJ8 Front Door faces W Mud 48 359 142 9 7 Garage 374 0 0 0 0 Entire House 3674 24562 11906 600 600 Other equip loads 3532 487 Equip @ 0 88 RSM 10906 Latent cooling 2499 TOTALS 3674 28094 13404 600 600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightso€t2019-Jan-04 14 37 07 �• 4„„i,,.,,,,,,,,,,i„w,,,, ,,,,, Right-Suite®Universal 2018 18 0 32 RSU20066 Page 2 ,4CCP, mor Model 82 MAN JSD\Rimor Model B2 MAN JSD rup 3 Sweet Meadow Cl Calc=MJ8 Front Door faces W Project Summar Job: wrightsoft�� � � Date: Jan 03,2019 Enure House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email r b delfmo@energytestmgservices cam • ect [nformatioh For: Model B2(Magnolia), 3 Sweet Meadow Ct Cutchogue, NY 11935 Notes- .Design• • • Weather Suffolk Co Ap, East Quogue(Islip Dd), NY, US Winter Design Conditions Summer Design Conditions Outside db 10 °F Outside db 83 of Inside db 68 'F Inside db 75 °F Design TD 58 'F Design TD 8 °F Dally range M Relative humidity 50 % Moisture difference 30 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 24562 Btuh Structure 11906 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(55 cfm) 3532 Btuh Central vent(55 cfm) 487 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 28094 Btuh Use manufacturer's data n Rate/swing multiplier 088 Infiltration Equipment sensible load 10906 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/ 1 Pressure/AVF 50 Pa/958 cfm Structure 1356 Btuh Ducts 0 Btuh Central vent(55 cfm) 1143 Btuh Heating Cooling Outside air Area(ft') 3299 3299 Equipment latent load 2499 Btuh Volume(ft') 19156 19156 Air changes/hour 025 0.11 Equipment Total Load(Sen+Lat) 13404 Btuh Equiv.AVF(cfm) 80 37 Req. total capacity at 0 70 SHR 1.3 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 92AFUE Efficiency 14 7 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 12600 Btuh Heating output 36800 Btuh Latent cooling 5400 Btuh Temperature rise 56 °F Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0 024 cfm/Btuh Air flow factor 0 050 cfm/Btuh Static pressure 060 in H2O Static pressure 060 in H2O Space thermostat Load sensible heat ratio 0.83 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed vtvrig httsof[" 2019-Jan-04 14 37 07 ,w,.•,,u..,�. m Right-Suite®Universal 2018 18 0 32 RSU20066 Page 1 ACiCk mor Model B2 MAN JSD\Rimor Model B2 MAN JSD rup 3 Sweet Meadow Ct Calc=MJ8 Front Door faces W N Nd 7� Level 2 FE 90 pfaldast 9%98 cfm 140 cfm Living Kitoen 105 cfm M bed adiab Pant Lrndry 30 cfm K60 cfm Dining area Mudd M bath �67 m 11 cfm fm L40 cfm CL1 L7 c Stair 1 Foyer �27 c4th 2 CL Garage Broan Exhaust Fan Model L150 60 CFM Energy Star Continous user timer Bed 2 LL29,107,fm Job#: Scale:1 91 Performed by Energy Testing Services ... Energy Testing Services LLC Page 1 1648-A Locust Ave Right-Suite®Universal 2018 Model B2(Magnolia)3 Sweet Meadow Bohemia,NY 11716 18032 143 1 Cutchogue, NY 11935 Phone 631-244-2627 Rimo2019-Jan-04del 12 MAN r.b delfino@energytestingservices corn N JSD1RimorModel 62 MAN JSD rup N Level 1 6x16 8x16 1 1 xip 219 cfm adiab 0 Bsmnt Makeup air 60 219 cfm CFM Skuttl A24-- 8x16 model 21614x16 Job#: Scale:1 91 Performed by Energy Testing Services ... Energy Testing Services LLC Page 1648-A Locust Ave Right-Suite®Universal 2018 Model B2(Magnolia)3 Sweet Meadow Bohemia,NY 11716 18 0 32 RSU20066 Cutchogue, NY 11935 Phone:631-2442627 2019-Jan-04143716 r b.delfino@energytestmgservlees com N JSD�Rimor Model B2 MAN JSD rup Duct System Summary Job: wrightsoft� Date: Jan 03,2019 Endre House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email rb delfino@energytestingservices com Project • • For: Model B2(Magnolia) 3 Sweet Meadow Ct Cutchogue, NY 11935 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0 59 in H2O 0 59 in H2O Available static pressure 0.01 in H2O 0 01 in H2O Supply/return available pressure 0007/0003 in H2O 0007/0.003 in H2O Lowest friction rate 0 003 in/100ft 0.003 in/100ft Actual air flow 600 cfm 600 cfm Total effective length(TEL) 328 ft SupplyDetail Table Design Htg Clg Design I Diam I H x W Duct Actual Ftg Eqv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk Bath 2 h 934 27 11 0.003 5.0 Ox 0 MtFx 31.3 205.0 st1 Bed 2 c 1766 100 107 0.003 9.0 Ox 0 MtFx 35.3 1950 st1 Breakfast c 14851 60 90 0.003 9.0 Ox 0 MtFx 29 5 1900 st2C Bsmnt h 7475 219 53 0 004 14.0 Ox 0 MtFx 35.5 1500 st2A Dining area h 2054 60 40 0 004 7 0 Ox 0 MtFx 17.3 160.0 st2 Foyer h 1351 40 30 0 003 6.0 Ox 0 MtFx 183 2150 st1 Kitchen c 1739 9 105 0 005 9.0 Ox 0 MtFx 14 5 1400 st2 Laundry c 493 1 30 0 005 5.0 Ox 0 MtFx 3 0 1500 st2 Living c 2310 119 140 0 005 100 OX 0 MtFx 348 1300 st2 M bath c 119 5 7 0 003 4.0 Ox 0 MtFx 205 225.0 st1 M bed c 1625 69 98 0 004 901 Ox 0 MtFx 37.0 170.0 st213 Mud h 359 11 9 0 004 4 0 Ox 0 MtFx 7 8 160.0 st1 Su• • Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st2C Peak AVF 60 90 0 003 135 11 1 16 x 6 ShtMetl st213 st1 Peak AVF 182 163 0 003 205 14 7 16 x 8 ShtMetl st2 Peak AVF 538 557 0.003 209 21 8 16 x 24 ShtMetl st2A Peak AVF 348 242 0 003 224 18.3 16 x 14 ShtMetl st2 st2B Peak AVF 129 188 0 003 212 14.6 16 x 8 ShtMetl st2A Bold/italic values have been manually overridden WHght;S®ft° 2019-Jan-04 14 37 07 RightSude®Universal 2018 18 0 32 RSU20066 Page 1 ACCK mor Model B2 MAN JSD\Rimor Model B2 MAN JSD rup 3 Sweet Meadow Ct Calc=MJ8 Front Door faces W Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb2 Ox 0 219 53 82.8 0 003 205 14.0 Ox 0 MtFx rb1 0x0 501 667 78.0 0 003 212 24.0 Ox 0 MtFx wrigt�ts®ft® 2019-Jan-04 14 37 07 RightSude®Universal 2018 18 0 32 RSU20066 Page 2 RUN mor Model B2 MAN JSD\Rimor Model B2 MAN JSD rup 3 Sweet Meadow Ct Calc=MJ8 Front Door faces W Energy Testing Services 2020 Combustion Safety Testing Form Certified Home Address: 3 Sweet Meadow Ct City: Cutchogue Builder Name: Harvest Pointe Builder Tracking# Combustion Appliance Zone(CAZ)# of Location of this CAZ: Condition Space (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2021-02-8 Outdoors Temp During Test: 36 of CAZ Depressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: 0 PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes n No Net Change: N/A pa. If Yes,Total CFM Simulated 0 (explain in notes) NOTES: [ffeatigg System Primary: Yes No Q Type: Furnace ✓❑Boiler❑Heat Pump Q Other n t z renting Type 3 Drat Spillage Sip lkee .` CO ' ,Co Efficiency Fuel Tyrie Circle T e ascal (Worst,Case (Natural) (Worst Case atural Ratin :95 NZP]OQEn NoumgsE N/A Pa. Pass❑Fail El PassOFai10 N/APPM N/A PPM Water Heater Primary: Yes ❑✓ T : Standard Tank[EIndirect 0 Tanidess El Size: 50 Style Common Vent El No Instantaneous]Commercial (SeeNoteSbelow) (Gallons) 4 Stand Alone �✓ s z renting Type 3 Drat Spillage Spil_laQe(Natural) CO CO E reign Fuel Type (Circle Type) (Pascal) (Worse Case) (Worse Case) (Natural) EF:69 NR1 PD O QE.❑ N]M❑SRI /A Pa. Pass ✓]Fail] Pass✓lFailF] N/APPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes n No❑✓ Oven CO 4 PPM Ambient CO(During Oven CO Testing) 0 PPM t Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 renting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 5 Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Robert B Delfino Rater Number: 2652967 Rater Signature: 20irnrtB W6" Date: 2021-02-8 Home Energy Rationg Certificate Property HERS 3 Sweet Meadow Ct Rating Type: Confirmed Certified Energy Rater: Robert B Delfino Harvest Pointe Rating Date: 2021-02-08 Rating Number: 4032 3 Sweet Meadow Ct Registry ID: 352928394 Cutchogue , NY 11935 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 54 Efficient Home Comparison: 46% Better Heating 50.4 $1100 40% General Information Cooling 0.9 $55 2% Conditioned Area 3214 sq. ft. House Type Townhouse, end unit Hot Water 11.8 $225 8% Conditioned Volume 30910 cubic ft. Foundation Conditioned basement Lights/Appliances 22.9 $1322 49% Bedrooms 2 Photovoltaics -0.0 $-0 -0% Service Charges $16 1% Mechanical Systems Features Total 86.0 $2718 100% Water Heating: Conventional, Natural gas, 0.69 EF, 75.0 Gal. Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Criteria Cooling: Air conditioner, Electric, 16.0 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 25.00 CFM25 2015 IECC UA Compliance Ventilation System Exhaust Only: 120 cfm, 23.2 watts. 2015 IECC HERS ERI Programmable Thermostat Heat=Yes; Cool=Yes 2015 IECC ERI 2018 IECC UA Compliance Building Shell Features ECCC New York State 2020 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 LI-Value: 0.320, SHGC: 0.300 Above Grade Walls R-21.0 Infiltration Rate Htg: 1352 Clg: 1352 CFM50 Foundation Walls R-13.0 Method Blower door TITLE Company Lights and Appliance Features Address Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Natural gas City, State, Zip Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Natural gas Phone# Refrigerator (kWh/yr) 623 Clothes Dryer CEF 3.93 Fax# Dishwasher (kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater. REM/Rate- 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. GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 1SLANDw NY 11749 W W W.GRCHARCHITECTURE.COM (631864-3395 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 74 -permit#44799 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 ectfully ubmitted, '(�EtED ARC, ogERT cly, y�jF I rveny,AIA, LEED AP Princi 1 On '9 0239A1 O T�OF NE`Ny , ,�C�±� v�,:.,,_. �t � � G1'tCH ARCHITECTURE PC 3750 EXPRESS I`1 f�,;`'• �'� s� � �`` "' SUITE 202, :3 >.,..< _ .fi-;n•,:: ,r" =i..i:`„t..>-.�',' '; ,. k":' -'aY`.zst3:. F=... S I J� P may/ �=`- d„ 3d-n- �<,t e-a .•..`Yx `�'�:u�a.��ti�.."YV s;•'�� 1174 W W W.GRCHARCHITECTURS.COM (6$7864-3895' 7:£i ,'.I: s�:,k,e,..,r'''''c>.`rs'.'—"M1','r" <,:`, `ff.ff't +..mum:.�k__....... x';a...�.._...�.,..s.. ,a ..:�d.:. .t�J=.'x':. ;,: ..: .s.'�H-:.is,.`. ,......" m.:.:.:'��ss„ti*” u;-:,.;a ;=ai?•-'" .'',s,.-`i«"...'.,'�a»:...�..:=„=�Wr�,=.s,i� i 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 rioted 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 Cespeectfu�ly submi ed, ARC \5 BERT C v 2 Glen Cherve y IA, LEED AP �' ��►� ; Principal 02A(5 �0 OF NES MECHANICAL CORPORATION HEATING AND AIR CONDITIONING March 11, 2019 Michael J. Verity Town of Southhold Building Department Town Hall Annex Building 54375 Route 25 Southhold, NY 11971 Tel: (631) 765-1802 Fax: (631) 765-9502 Subject: Harvest Point Residential Units Dear Mr. Verity Please be advised that the basements of all the residential units at the above referenced project have been included in our Manual J load calculations. Best regards, Louis DeSantis President 20 Feldland Street, Bohemia. IVY 11716 0 (631) 563-1298 Fax: (631) 563-2954 GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 ,, ISI.ANDIA, NY 11749 WWW.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. 74 Permit No. 44799 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. qdip ubmitted, ,��REDAR ogERT CyF 2� y,AIA, LEED AP N 02381' y0� OF NES SCOTT A. RUSSELL ,; � MICHAEL M. COLLINS, P.E. SUPERVISOR t, TOWN ENGINEER CIO �• �' .� �., TOWN HALL - 53095 MAIN ROAD rry ,n TOWN OF,SOUTHOLD,NEW YORK 11971 Tel. (631)-765-1560 $ Fax. (631)-765—9015 �4 � a�lLCH,\ELQ(ata.Ir.sr�fTQM l-,�i rr�c�Q> NY.us t OFFICE'OF THE ENGINEER TOWN OF SOUTHOLD t 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. SinceFely Michael M. Collins, P.E. Town Engineer cc: Michael Verity, Chief Building Inspector OFFICE LOCATION: r MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 .� ,• ; � Southold,NY 11971 (cor.Main Rd.&Youngs Ave.) a,�► � : Southold,NY Telephone: 631 765-1938 www.southoldtowrmy.gov PLANNING BOARD OFFICE November 18, 2020 TOWN OF SOUTHOLD Mr. Henry Alia Rimor Development LLC P.O. Box 908 Cutchogue, NY 11935 Re: Certificates of Occupancy re: Units 69-62, 73-76, Tennis & Pickleball Court The Heritage @ Cutchogue aka Harvest Pointe 75 Schoolhouse Rd., corner of Schoolhouse Rd. & Griffing St., Cutchogue Dear Mr. Alia: 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 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. ,espe tfglly* a Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer FIELD INSPECTION RI. ORT DATE COMMENTS y= . FOUNDATION(IST) -�y ------------------------------------- FOUNDATION(2ND) w N A D 0� z 7� C}� ° ov vP. ROUGH FRAMING& PLUMBING —r—H r INSULATION PER N.Y. H STATE ENERGY CODE FINAL AIPDITIONAL COMMENTS ph ri Ke c- a�7 �-v _ -- eO 11190 * i c- � H O �x d � y �H TOWN OF SOUTHOLD ";'" BUILDING PERNIIT{APPLICATION-CHECKLIST BUILDING DEPARTMENT :, 0o•you;have,or need the following,b9fore'-applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 •Planning Board approval FAX: (631) 765-95021 Survey Southoldtownny.gov i' 3 7` PERIVI'IT-"N '' _ Check Septic Form 1 N.Y.S.D.E.C. Trustees C.O:Application 2 Flood Permit Examined ✓ ,2142W- Single&Separate Truss Identification Form Storm-watery ssessment Form Contact: Approved /3 - ",2 t Mail to.; •� ,:Ad� �'U . Disapproved a/c - ;'° Phone 6' i ? 1,946 ExpirationAN1 1 . MAR 6 2020 -, - Bui mg pector r < -APPLICATION FOR BUILDING PERMIT' Date , 20.;:)Cj 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 premisesi,relationship toiadjoining premises or public streets or areas, and waterways. l- 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 prem ises,avai table for inspection throughout,the work. e.No building shall be occupied,or used in,whole or in part-for any purpose what so ever until the Building Inspector issues,a Certificate of Occupancy. r f. Every-building permit shall expire jf-th' v rk authorized has not commenced within 12 months after the date of issuance'or`has noi-been completed wiihiml9 rho"nths from such date.If no zoning-ariiendinents or other regulations affecting the property have been enacted in-the interim,the-Building Inspector•may.authoi%iz' 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 Southold,Suffolk County,New.York,and other applicable Laws,Ordinances or Regulations, for the construction of buildings,.additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building-code,housing code,and.regulations,and to admit authorized inspectors on premises and in building for necessary inspections. p (Signature of applicant or nanie, 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 R1mo b4VZ&10&e4i— L,c., (As on,he tax roll or latest deed) If applicant is a cor'por i n, signatur o 4uly a th 'zed offic r� � � (Name and title of corp ate officer) ` Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street = Hamlet � Q. � County Tax Map No:�1-000' Section ��►,•- 1�� Block:. ,`• L'ot 1 r Subdivision �6w4vf4 a' Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: ' a. Existing use and occupancy b. Intended__use-and occupancy co 4o W"re,`� , 3. Nature of work(check which applicable): New Building ✓ Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 'T 6 n Fee (To be paid on tiling this application) 5.. if dwelling, number of dwelling units � Number of dwelling units on each floor !f garagi,.nurpber of cars a 6. If business,c.onfinercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions-of ex1isting structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations,or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Irl-%21 1 Rea' (P 11 Depth (� Height a 1p t l,2 Number of Stories I (A-1 � - 9. Size of lot:-Front Rear Depth 10. Date of.Purchase Name of Former,Owner 11. Zone or.use district in,which premises are situated- 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 4� 13. Will lot be re-graded? YES 1/ NO Will excess fill be removed"from premises? YES NO 14. Names of Owner of premises Address_ C Phone No. Name of Architect Gdct4 Address ZS , -404-0,44V Phone No ®46 Name of Contractor 5ao6e, 44 e&0Xe4/ Address t Phone No. r---- 16 a. Is this property wiihin 100 feet of a tidal wetland or a freshwater wetland? *YES NO IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C..PERMITS MAY BE ED. b. Is this property within 300 feet of a tidal wetland? *YES NO, * IF YES, D.E.C.'PERMITS,MAY BE REQUIRED. 16. Provide survey, to scale;,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet.or below, must provide topographical to on survey. '18. Are there any covenants-and restrictions with respect to this property?'* YES NO IF YES, PROVIDE A COPY. 1� � . STATE OF NEW YORK) SS: COUNTY OF being duly sworn, deposes and says that(s)he is the applicant (Name of individual sign i g contract)///above named, (S)1-le is the (Contra c r,Agent, Corporate Officer,etc.) of said owner or otivners, and is duly authorized to perform or have performed the'said wo and to make and file this application: that all statements contained in this application are true to the best of his knowledge an ief4rejf and that the wort.will be performed in the manner set forth in the application filed therewith. Sworn to before nde this day of ' ' 20 -SHERRY PIRONE t ryublic NOTARY P STATE,OF NEW-Y-G Siit Registration No. 01PI6388308 Qualified in Suffolk County Commission Expires March 04, 2023 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 r® err southoldtownn . ov seand southoldtownnv. ov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail Information Required) Date: Company Name: ' Name: License No.: (D `� ` eVi �fCbn— . [ C� �^ Address: Phone No.: JOB SITE INFORMATION (AII Information Required Name: ��' LLC t� eC'i,� Address: W-Q Lf meGaG(bt� Cross Street: 2 G Phone No.. =acn'— �" Bldg.Permit#: email: Tax Map District: 1000 Sectio JC)a! v1 Block: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: NZ Rough In Final Do you need a Temp Certificate?: Issued On Temp Information: (All information required) Service Siz .1 Ph 3 Ph Size: d _A #Meters _ Old Meter# Cewervi - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead #Underground Lateralscli 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 40 Request for Inspection FormAs DI a BUILDING. -Electrical Inspector TOWN OF SOUTHOLD ` Town Hall Annex- 54375 Main Road - PO Box 1179 - Southold, New York 11971-0959 t3� Telephone (631) 765-1802 - FAX (631) 765-9502 roger- -southoldtownny gov— seand(&-southoldtownny.gov .APPLICATION FOR ELECTRICAL INSPECTION. ELECTRICIAN INFORMATION (Aii information Required) Date: ab - Company Name: Name: t _ . \40 h00-CLdJ License No.: 3 d em i1: jm I C� t. Address: & o Phone No.: -1(0 JOB SITE INFORMATION (All Information Required } k'.g•�; � ;sFS,.aE Name: Address:',?.: (,U V�n�i� boo ( '," k1y" Cross Street: . LO Phone NO.. Bldg.Permit# erall. 11 Tax Map District: 1000 Sectio ®� (�I Block: , O Lo BRIEF DESCRIPTION OF WORK(Please Print Clearly) ` Circle-All-That APP y Is job ready for inspection?: YES NO Rough In Final Do you need a Temp Certificate?: ES O Issued On Temp lnformatlow (Ali information r ulred)-` 3 Ph, Slze• A #Meters� Old Mete _ ".., Ser-vice.Siz _ .. ..._.___._.... . ew Sere' - Fire Reconnect- Flood Reconnect-Service Reconnected-Underground,-Overhead Underground Laterals 1 2 H Frame Pole 'Wo -done�on Service?---Y� -N--- .Additional Information:_ PAYMENT DUE WITH APPLICATION Request for inspection Form.xls � Town Hall Annex <, G r� y Telephone(631),765-1802 54375 Main Road ; Fax(631)j 765-9502 P.O Box 1179 Southold, NY 11971-0959 BUILDING DEPART[I�[�, CQ�' ! '' n'F4-;EoY11a`.�o[t,` „ �f i ti ','-•',i"n NOTICEDF'UTILIZATI O ',,,,t:.. ,� _ ,,' fi ON F TRUSS,''['YPE RUCTION, PRE ENGINEERED , VIIOOb�CONSTRUCTION)ANDO TiMBER CONSTRUCTION Date: ,�,` yR ,Owner YN )R T Locat_ion;cif,�Property: +. ,.,.,' '.� I�JQ PG I, " �i Nc� L ,, •' " � ;' !.•' ,'+,.,%?< a a �"'� '`� �(`w".i�`w Y; (��$ya,,s its `;✓.�. Please to otice that the:{'t'dck`applicable'a New commerci+alor,.'re�,5idential ,trtacture :'j, •' x-14 `� �j=;zt"..•-.,;�'" �':�t' ;t, Addition to gftfli ' ,cotniraercia[or,residea�'ttaG`struc wr ,.-" ,�,R41� pn:�o�; i`existing ctim,M' M's ercial oq residehUtructure (}7�.w .t5!�,,,�,.'a:' to be.constf-U, o, Ib erfor'll'6 :;ai:�.the subject;��roa referende;a o y,. ,� � .•'.p ,. 1, ;.;-'P, R, rty by !!e' (check e" app abji �l A0.): R e,'construction (TT) - - Pre=enginedeW,Wood construction (PW). . , VTimber�.`�nstruc4�'�:��:�';N;;:�,::�.; • ,-;; ,. . . on..� CJ ,.♦ in the rfollowing location(s) (check`dp Floor framing, includi ciirde'r's and bearns�"(F) e ' _ Roof framing (R) " 1 Floor and roof fra i g R) . 6 1,✓ ,:, �'' i ' � it� .. � , V i9natdre: Name.(person.submitting,this.f" rm): . Ca'pacity (check applicable line): h� Owner : ,t a - ,. ' �. ,4�} �'' -,L.', Aif y^\, ,,� a ly - s`v� ,-'��'�.•'',';i„'� Owner representative TrussRegMducx Effective'11112015 i 4`'�fa^��1'Ri'^y-J4•d�r=' ��{• rT til`{<" 'L+'r�yyr�fS�+",. ':1' h•s,r" '+� S�.mom ti ' ..;tri}>l'C+.t� pj'-"" •o( r 7tix�x�2rY..rtn, � u[Y � -'�'ti -''`"i:+, •�1'�}..�.�iT.?f f4 z v�If 11�.`• art •••���K e r ►f2• ,!Arr;,i,a s ,,� itr�ti Jc}{'F ��'•pY?Sf',�(;c !r��.��.y ...ti�}L��C Tri. ,• I t v, 'F t I, + s¢ .e. 4 N. �• t ( �>?" r* ,�r t.•r"rv,` r'r f' .; f Tt!�f r... t f I;•M ,, d�hi P J 1U.. t S—f 4 i T. 5 ' x d + 6 t t r rvtrrt \r.it 1 r �•i 2 1 Y l J f f u !� 7 kY 1 t� � a -�}h `�; IT;,r t t�• t A t �r�ti" f t � - � ' } f f• •, , / 1 jrxr• ,� _ I i t <•r i C 4 n i n -s- '\Li '17,1• �� J '�� a " +'•-- `:�' ". -SYS'''_ . _ _ _ s•-' : '• - Vii= Y R7 0-m TYPE B-D- _ RD R7-1_ 'RAMP = ( ,) _ _mF_ w fink TYP B - E - RAMP R _ - :D HYDRANT. - _ } BETO 26 Fr. - rev R7-XR-- -R z x - po `K—ax-`-ate'' •_ � h;.:' _ _ :TE WALK LA3-71 PROPOSED � °_ �` ` -��>", -�='•x -COVERED 14' x 20' PI t:J PATIO (TyP•) --; PROPOSED NAT RE TRATRAIL - (PERVIOUS PAVERS) PROPOSED COVERED 15' x 20' ` �� PATIO (TYP,) rv-rlrc onnmt- o" • STANDARDS: SPECIFICATIONS SHALL INCORPORATE THE PROVISIONS y- AS- FOLLOW UNLESS OTHERWISE NOTED: OF THE AWWA STANDARDS AND/OR MANUFACTURER'S. RECOMMENDED 1' ONNECTIQNS, 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- TAMPED'- E.TAMPED'-IN LAYERS AROUND THE PIPE AND TO A SUFFICIENT HEIGHT .L BE C900 BLUE BRUTE DR-18 PRESSURE PIPING ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. STONES FOUND IN THE TRENCH SHALL BE REMOVED FOR A DEPTH AL. WATER MAIN TO BE 10" WITH 6 HYDRANT OF AT LEAST SIX INCHES BELOW THE BOTTOM OF THE PIPE. --R SERVICE. CONNECTIONS TO BE 1". 0 COVER: ALL WATER MAINS SHALL BE COVERED TO A MINIMUM DEPTH OF 54 INCHES WITH EARTH OR OTHER INSULATION TO PREVENT MINIMUM OF 10 FEET OF SEPARATION BETWEEN FREEZING. ' 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 D 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 e D MAY VARY DUE TO FIELD CONDITIONS. ELECTRIC ® PRESSURE AND LEAKAGE TESTING: ALL TYPES OF INSTALLED PIPE 1E 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 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. E INSTALLED UNDERGROUND. F Habitable Garage Area Harvest Po i-nte at Unit Numbers Area (SF) (SF) Total (SF) s 77-124 1,999 486 2,485 - C u tc h o g u e 1,3,8,10,12,14, 21,23,26,27,29, Cutchogue, New York ;1,33,3'6,39,41,45 1,599 f 363 1,962 Town of Southold 6,47,49,50,52,54, 58 59 68 72 76 No.. • Revision Date APE, 13 TOWN/SCDHS REVISIONS 7/28/17 AVLi- 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;44,48,51;53, 10 REVISED PHASING PLAN PER TOWN- 4/6/17 AVL 7,60,62,64,66,70, I ' 775` _ - _ - --- -- . 7QWN-REVISIONS-- ---.C 8 SCDH REVISIONS 3/9/17 _AVL 4 7 34 37 43'55 t_ �,:- rr 1,599 380 1,979 i 'b "� Y rc m. ,., 45&".T 51,63,65,67,69,71 �� � � ;�, , `,. .. ���, {,� '+ .'�''.. ,"may. .}'T:.0` �`�s"' id+3`�� ``�'tC'M.''''i%''�" �•L::P�d-'+`:�;a''... • 2,407 issued for Date 15,16,17,18 1,999 408 - July 10, 2015 E N/A 6,188 _N/A 6,188 SCT'M: 1000-102-01-33.3 DravAng Title SC®HSApproval overall a Plan SOFFOLI•�°�OUNW OEPARTDIM mom•OF H .Tai SERMES I 92 RMU FOR APPROVAL OF N3' ION{rGR� 91MM FAMY RESODENCE 0&V LPPOY is Drawing Number APPROVED c I F0R t =MUM OF PJ IA N V- �,. II PE6� 5'THREE YEARS FR®till®A'll���APPROVAL 'L n"' �., ;�"' :: Nil n I Sheet of I•fxr 4. = m �• r 2 '�� I v ' ESSo .: Project Number 29305.00 06-0013 SC®HS Reference # C10- r (, *1q DA8haj'4LA-IS9 = v' NOTES: ll, THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION v IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, CIO PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED _PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF AN REM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE (fin_ ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND LIJ THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH OO _ ' ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION 0,'�Mp' COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED n IQ\r � (/9 SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY _j 1 "'���000--- NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS a �2S V 90, Z 1 n OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED QV �3W i PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE w 4 CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, -V i SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS 7 5'0p� L=6423, N 51026'35" E a OTHER THAN VISIBLE PERMANENT STRUCTURES ,�?2S• pp --rL - AI,71.05' 4 m COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS ALL RIGHTS 1 RESERVED NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, C012S, ^ W = RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED 3 7e �/ B Bm IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN ^y 4' •3• CV (v� CURB � Z PERMISSION OF THE SURVEYOR 3' ti 7 0 �O• �I ® THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL ^wry ITOA FO� O PURPOSE ^ l 0 MUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FOR ANY OTHER �2 ✓✓ OFF O�T P 73p'• rA 2p o• � D0SON 0'V O .0, p, I4 ti 2p, to 77 p, U I. o �2'(bh mN Co G) r o R o rr u I 742 ^`'• �r i J W OfQ Q I :;t `Le' QL p�T ,� Cl) v Z (� N � O S 24033'07"W I 107.80' 050 '0 No.0.502�3 S 65026'53" E 49.54 �-P t,,, _ _ 167.99' (ACTUAL) 06-03-2020 FOUNDATION LOCATION FOUNDATION AS-CON A �D SURVEY FOR R=275.00' w S52055'20"W UNITS 73-74 UNIT DESIGNATION MAP OF L=77.85 w Z S37°04'40"E HARVEST POINTE CONDOMINIUM 1 S 49009'21" E p I f 95.00' I FILE NO.:471 FILED January 09, 2018 238.82 I' SITUATED AT Z CUTCHOGUE S 40052'38" E N J TOWN OF TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK 27.03' Su S C.T M DISTRICT1000,SECTION 102.01,BLOCK 0100,LOTS 41&42 S5255'20"W SOUTHOLD 19.24' �= I NELSON + PU' PE engineers •architects•surveyors Z { 70 Maxess Road,Melville,NY 11747. 631427.5665.nelsonpope.com V- w I [If DRAWN BY: JB CADD No.:INDIVIDUALSURVEYSI 00026 Is SCALE: R F- SCHOOL HOUSE LANE CHECKED BY: PE FILE NO.: SHEET NO.: I OF 1 O ®®®26 1"=30' DATE: 04-09-18 PROJECT NO.: 1 NOTES THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE A NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION G A / IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, � v PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED �n_ O PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY IF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND w THE NOTATION'ALTERED BY FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ° ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED c `� SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID TRUE COPY r3S� ?3oi I z NO PHYSICAL EASEMENTS ON PROPERTY UNLESS W OR RIGCERTIFIEDTI HT OF WAYS.IF ANY,NOT SHOWN ARE NOT RECORDED EASEMENTS O�G 2,ggS ° �P�(vim CGRe ` /��'3 W UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED 7 AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE ° �' ,�,� QP��o - 00 C=54. N 51026'35" E •�' ¢ ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN o'' A,DO Q� �� ^ 23 D' PLAN DATED 7/21/18 LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED a h�2s, o co ��o Q- n/ 71.05 O ?s % -r Q ��\(`,CV� M r (Y] TYPICALLY IN THE SAME TRENCH ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS 't THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP '9L O• Q �D�Q-QPQ� ° (� (n CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR ��Q ^ 4' / ,B Cl OQ' ^ FURTHER DESIGN p"v S�, Jry // '9iQgC / R.' JB,, C°� D/ O PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE (,? CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, 00 ^ SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS V�O 2 /STQ , // CKyj /w�`?0 q�/r �/\ OTHER THAN VISIBLE PERMANENT STRUCTURES q/C h 0• G41, Ry C� / ^ _j COPYRIGHTS NELSON&POPE,ENGINEERS AND SURVEYORS ALL RIGHTS 0 .20, ,V/T �^ / ?s. Cq � RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, �i� �/q/ys Q J RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN p 2' / RFS/ s^ V• L7/ G PERMISSION OF THE SURVEYOR ^h �/ G•�� / OF v.3, `? 02 G ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT �2 C/ SCF 0 V SHOWN oL0, 2 c o , / S2 /T� s ^o O m 4f ' a 20 OAli 2 � F'4 Op ,90 0• ,s 0'h Cv 0 27 ltiFtioFs Co a o o R ,�O F �� i° �4"T yps0 �'t� .I 0 V/1)A �t� C o c°iy ��t�` O ? I w U � >'� Q I CD iy °O 0213 U) ® vg CD N I S 24033'07"W 107.80' ,\pN� S 65026'53" E ��,�-S N� W11-20-2020 DATION LOCATION 49.54' �-P c,v _ _ 167.99' (ACT_UAL) FINAL SURVEY FOR TARYVEAS-BUILT UNITS 73-74 UNIT DESIGNATION MAP OF R=275.00' — S52055'20"W SURVEY HARVEST POINTE CONDOMINIUM 1 L=77.85' F Z S37004'40"E S 4900921" Ep I 95.00' FILE NO.:471 FILED January 09,2018 I' SITUATED AT 238.82' a Z I I CUTCHOGUE S 40052'38" E N J TOWN OF TOWN OF SOUTHOLD.SUFFOLK COUNTY,NEW YORK LIJ S.C.T.M.DISTRICT 1000,SECTION 10201,BLOCK 01.00,LOTS 041.000&042000 S52 55'20"W = SO�UTHOLD 19.24 _ I – – ; WL NELSON ♦ POPE �— 7 ♦ engineers-architects-surveyors 79 70 Maxess Road MelVllle NY 11747. 631.427.5665. nelson o e.com Z wLL W P P LL OfDRAWN BY: NP CADD No.;INDIVIDUALSURVEYS 00026_1 SCALE: U) SCHOOL HOUSE LANE CHECKED BY: PE FILE NO.: SHEET NO.: 1 OF 1 DATE: 11-30-20 PROJECTNO.: 00026 ,"=30' 1 C NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE ^ PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE G`O NOT INTENDED GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, �`• ( C ® PLANTING AREAS, ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, LU C� PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY 0 £, PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED `^ C7 � PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF O 'C' C AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND V) � � d)t/D THE NOTATION"ALTERED BY'FOLLOWED 8Y HIS SIGNATURE AND THE DATE OF SUCH i ) ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION /G z COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED Qc� 6'`_� ® _ � ^ 4� E SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY r, < Ail 0 y ", - a LD � 0 ,//> I I Z J �. U OR R0 NO HGHTCOF WAYSAL ,IF ANY,NOT TS ON SHOWN ARE NOT CERTIFIEDOw OPERTY UNLESS NOTED CORDED EASEMENTS lY C Q- \ 3 (10 W ® L1J Cad d5 (� C UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED /�/ I I LU �-L.9 - <-' ^ AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE Q'(Y Q 0_ U-1 (�M CJ W ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN 'QOp I W Lk" F - W Ed •. k" �/=� `S PLAN DATED 7/21/18 LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED 03 '1.�? L TYPICALLY IN THE SAME TRENCH ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS Gj� CiQ \ 3� z 0_ f I--•'_ & Q C9 ,�, THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR 41 73 ELEC SERVICE °� I I o M ,� FURTHER DESIGN ?S' °p ` GAS SERVICE �' �, ^� I O (n 4a - ? w _rx1i ^ C 02)~S VV W ' �-p-I -,•p CJ a� e I- +-. PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE / G) � WATER W W W C3 $�" ."yy �. U) CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATERCOURSES, 04, / 76 Az OTHER MAIN �— 57 ..Q C� SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS ��GlOTHER THAN VISIBLE PERMANENT STRUCTURES to YG�,\� L7 J ® •t-, COPYRIGHT©NELSON&POPE,ENGINEERS AND SURVEYORS ALL RIGHTS Ov ry / C .j, / I I �y Ql V I�; Et. O RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, h�lS \ y� CED t,t tom, RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED =J (/ TQ \\ / /�'• 73°,` toJ tj +- V a� IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN VCO�O tp 2°, �A Y \ / �(1j G =j �q .2 PERMISSION OF THE SURVEYOR O FO "Y>1\\ `/ 2s, E I 0 < J 4 ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT q tD.' 3 (/ F/pt� \ / hp S� J L`L ® aC3„ •o N o SHOWN nO /rO 32, CO)/ Oqr/f 04" lS/O / s� it- W � -��, ALL SANITARY PIPING 4"&6'SDR-35,TYPICAL h' 2g o / V��3 Cly h qD C CVV�117 G CO/ 9 h77 (� 2sJ 1 f2' I 6`� r C Z q �L d 0, / N/j , �9psT/Liy 74 �o �h 7p / �g sem,, c, - SANITARY SYSTEM AS-BUILT TABLE yO�A5246, s'ti °� / STRUCTURE NAME TIE A TIE B 2896 / P s FSS-. 742 O ^� CO 5 / 2, >s�A o 20 ��OF ��� UNITS#73,74 69736, -7 ' `� 2 ST-1 41.7' 41.4' 64 sr �>y;YA ° 7a2'h�,h• s' I Co � DAV/pp �® ST-2 45.5' 44.4' 2�)b0? eye ;9'Stirr 6 X00 LP 65.7' 37.2' 4 28 jL 7°0, 49. O �O I 0 G,Qgo�T cy 3 c4U ��� 40 213 °F$ __41 11o q v� Fp A7° 66 / cru L / CYU // 1 06-03-2020 FOUNDATION LOCATION SANITARY AS-CONSTRUCTED SURVEY FOR FAgO /CY.0 + 07-17-2020 SANITARY AS-BUILT UNITS 73-74 UNIT DESIGNATION MAP OF F< HARVEST POINTE CONDOMINIUM 1 ` FILE NO.:471 FILED January 09, 2018 I SITUATED AT CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY, NEW YORK HEALTH DEPARTMENT REFRENCE NUMBERS 8t AREA'S SCTM.DISTRICT 1000,SECTION 10201,BLOCK 0100,LOTS 041000$042000 UNIT No. HD RREF No. HABITABLE AREA1 GARAGE AREA TOTAL GROSS FLOOR AREA W ® N ® P 0V -74-- - - - -- R10-17-0128 1,599 S.F. 363 S.F. 1,962 S.F. Af ®ngllry@efs •architects •SLII'V®y®PS 202® I 70 Maxess Road,Melville,NY 11747. 631.427.5665. nelsonpope com SEP DRAWN BY: NP CADD NO.:INDIVIDUALS 00026 I S SCALE: 00026 -iE LTH S7EQ ICES CHECKED BY: PE FILE NO.: SHEET NO.: 1 OF 1 ��� O^ mem R DATE: 07-08-20 PROJECT NO.: 00026 1"=30' oFFICE OF I -U n 4S -7.3 7,4- rb ARRAVED VED AS NOTED Blower door f�/� and ductwork DATE:3 B.P.# "�'Z'"l ��� FEE: $eS$ln required. uired. gY; NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: Must provide Manuals 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE D, J and S as per 2. ROUGH - FRAMING & PLUMBING NYS Energy Code 3. INSULATION 4. FINAL - CONSTRUC'"ION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW TRIMS PI.ACAR��NG REQUIRED YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. ELECTRICAL INSPECTION REQUIRED COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF PLUMBER CERTIFICATION UILU OWNzsA ON LEAD CONTENT BEF(Di;r- SOUTHOLD TOWN PLANNING BOARD CERTIFICATE OF OCCU�'��� SOLDER USED IN WA �n L I EES SUPPLV'SYSTEM CAS" �-- — EXCEED 211 o nF OCCUPANCY OR PL�MI��,�x USE IS UNLAWFUL � !'CURBING � i i MATER LINES qc:c,. WITHOUT CERTIFICATE T 1 •SEFORE COVE,,si': OF OCCUPANCY DO NOT PROCEED WITH` `FRAMING UNTIL SURVEY OHQUNDATION LOCATION DRAINAGE INSPECTIONS ARE REQUIRED !`IAS BEEN APPROVED. Contact TOS Engineering at 765-1560 before Backfill,OR Provide Engineer's Certification that the drainage has been installed to Code. All exterior lighting installed, replaced or repaired shall conform to Chapter 172 of the Town Code WITH THESE APPLICABLE CODES: R302.12 Draftstopping. 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 DE Section R at Foam Plastic � W �y 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- 2017 N YORK STATE CODE SUPPLEMENT (PUBLISHED JULY 2017, EFFECTIVE OCTOBER 31, 201 R316.1 General. The provisions of this section shall govern the materials, design, application, construction and installation of foam plastic materials. E* 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 2017 YORK STATE E1ZGY CONSERYATI CO UCTK>H CODE floor-ceilin assemblies under the followin circumstances: bear the label of an a roved a enc showin the manufacturers name, the roduct listin , roduct identification and information sufficient to determine cRo1uP CLASSIFICATION CHANGE N EN ON NSTR 9 9 PP 9 Y 9 P 9 P SYSTEM POTENTIAL o 2017 NEIN( YORK STATE ENERGY Ci*sERYATION CONSTRUCTO CODE SUPPLEMENT (FORMERLY KN* AS THE 2016 4 SECCC, REVISED AUGUST 2. Floor framing is constructed of truss-type open-web or perforated members. solL DEscRIP11oN DRAINAGE FROST HEAVE that the end use will comply with the requirements. SYMBOL CHARACTERISTICS POTENTIAL EXPANSION � �- �? 2016, EFFECTIVE OCTOBER 31, 2017 R 302.1.12.1 Materials. Draftstopping material shall be not less than 1/2 inch gypsum board, 3/8 inch wood structural panels. GW WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, coop Low Low U � 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 LITTLE OR NO FINES 2016 "RC (2015 IRC 2ND PRINTII(G) barrier of not less than % inch gypsum wallboard. 0 r ` � 6 GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, `./ 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: LITTLE oR No FINES GooD Low Low - TITLE 19 NYCRR PARTS 1220 THROL IGH 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 GRADELIII'L�OR'NO FINES LLY SANDS, Z ^ ' � � SECTION R101 P 2. The space is entered only for purposes of repairs or maintenance. GOOD LOW LOW _0 W cr ou Exce tions: � o � m 4. Wood floor assemblies usin dimensions lumber or structural corn osite lumber a ual to or reat than 2 inch b 10 inch. sP POORLY GRADED SANDS, OR GRAVELLY SANDS, coop LOW Low ~ '� � u) � 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/a LITTLE OR NO FINES U U > - o, inch gypsum board. GM SILTY GRAVELS, GRAVEL SAND SILT MIXTURES MEDIUM LOW � QC fVo 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 I••- .- (nN�. 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 a re ate lazin area of not less than 8 ercent of the floor area of such rooms. 1. The thickness of the foam lastic shall be not more than 3Y inch. Z U " � ed LO 99 9 9 9 P P SC CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM LOWS'- rn plane in height. Exce tions: 2. The density of the foam plastic shall be in the range of 0.5 and 2.0 pounds per cubic foot. Q Lu c M P ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, U ca 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 GRO P SILTY OR CLAYEY FIND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH Low �' ccoo 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 ASTM E 84 or UL 723. U 2 SLIGHT PLASTICITY ❑ = ti ao 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, V M GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM illumination of 6 footcandles (65 lux) over the area of the roam at a height of 30 inches above the floor level. Section R317 Protection of Wood and Wood-Based Products Against Decay CLAYS TODLOW � � R109.1.5.1 Fire Resistance Rated Construction inspection. Where fire resistance rated construction is required between dwelling units or due n location on property, the R303.8 Exterior stairway illumination. Exterior stairways shall be provided with an artificial light source located at the top landing of the stairway. Exterior stairways R317 All sills and plates on exterior foundation wall to be pressure preservatively treated. (D 2 building official shall require an inspection of such construction after lathing or gypsum board or gypsum panel products are in place, but before any plaster providing access to a basement from the outdoor grade level shall be provided with an artificial light source located at the bottom landing of the stairway. Foundation wood girders: wood girders seated in exterior foundation walls to have min. 1/2 inch air space all sides or ends wrapped with aluminum a is applied, or before board or panel joints and fasteners are taped and finished. flashing. R404.1.6 Height above finished grade. Concrete and masonry foundation walls shall extend above the finished grade adjacent to the foundation at all points 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. R109.1.6.1 Elevation documentation. If located in flood hazard area, the documentation of elevations required in Section R322.1.10 shall be submitted to the building 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. Feld-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: i less t an 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 shall be rovided around concrete or mason foundation n nsulatin material that is continuous across all structural members without thermal brid es other that fasteners and service openings. 2. A shower or tub equipped with a showerhead shall have a ceiling he ght of not h y ry P ry s that retain earth and enclose habitable or Continuous Insulatlo . I g 9 fasteners shall be in accordance with ASTM A 153. Stainless steel driven fasteners shall be in accordance with the material requirements of ASTM F usable s aces located below rade. Drains a tiles, ravel or crushed stone drains, erforated l e or other a roved stems or materials shall be Z 30 inches at the showerhead. P 9 9 9 P p'p pp sy It is installed on the interior or exterior or is integral to any opaque surface of the building envelope. 1667 _O ceilin of an sto . 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- Mezzanine: An intermediate level or I�:vels between the floor and g y ry Exception: A drainage system is not required where the foundation is installed on well drained ground or sand gravel mixture with soils according () one re ions located within 1 mile of the coastal mean hi h water line where the ultimate desi n wind s eed finished floor. Windbome Debris Region: Areas within hurricane pr g 9 9 P azardous ocations. The locations s ecified in Sections R308.4.1 throu h R308.4.7 shall be considered to be s ecific hazardous locations for the u oses 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 Cia:,sification System, Group I Soils, as detailed in Table R405.1. � (Vult) is 130 mph or greater. R308.4 H I p 9 P P that is visible from the street or road fronting the property. Address identification characters shall contrast with their background. Address numbers � of glazing. 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 F- R308.4.2 Glazing Adjacent to doors. Glazing in an individual fixed or operable panel adjacent to a door shall be considered to be a hazardous location where the Section R406 Foundation Waterproofing and Dampproofing fA an alternative to the re uirements in Section R301.1 the followin standards are ermitted subject to the limitations of this code 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 R301.1.1 Alternative provisions. As q 9 P 1 bottom exposed edge of the glazing is less than 60 inches above the floor. R406.1 Concrete and masonry foundation dampproofing. Except where required to be waterproofed, foundation walls that retain earth and enclose interior Z and the limitations therein. Where en ineered desi n is used in con unction with these standards, the desi n shall corn I 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 9 9 1 9 PY 1. Where the glazing is within 24 inches of either side of the door in the plane of the door in a closed position, monument, pole or other sign or means shall be used to identify the structure. Address identification shall be maintained. spaces and floors below grade shall be dampproofed from the higher of (a) the top of the footing or (b) 6 inches below the top of the basement � Code. 1. AF&PA Wood Frame Construction Manual (WFCM). (2015 EDmON) 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. U door. Section R321 Elevators and Platform Lifts W R308.4.6 Glazing adjacent to stairs and ramps. Glazing where the bottom exposed edge of the glazing is less than 36 inches above the plane of the adjacent R406.3.3 Porous Fill. The space between the excavation and the foundation wall shall be backfilled with porous fill up to a hei ht of one-half of the backfill) 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 9 LL. , ^ R301.1.3 Engineered design. Where o building otherwise conventional construction contains structural elements exceeding the limits of Section R301 or otherwise not walkin surface of stairva s, landin s between fli hts of stairs and ram s shall be considered to be a hazardous location. P P 9 PP P PY heio ht and covered with stri s of 30 and as halt a er or 6 MIL of eth ere to ermit water see a e while avoidin Infiltration of fine soils. u '� conforming to this code, these elements shall be designed in accordance with accepted engineering practice. The extent of such design need only 9 Y 9 9 P 9 P Po P P P P Y YI P P 9 9 Exceptions: A17.1/CSA 844. The remainder of excavated area shall be backfilled with the same type of soil as was removed during excavation. F- demonstrate compliance of nonconventional elements with other applicable provisions and shall be compatible with the performance of the conventional framed Re 321.2 Platform Lifts. Where provided, platform lifts shall comply with ASME A18.1. Z � w J 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. R408.1 Ventilation. Crawl space vents: Provide 1 s.f. of venting per 150 s.f. of floor area unless ground surface is covered by a 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 er 1500 s.f. floor area. Install vents within 3 feet of each comer of Section R310 Emergency Escape and Rescue Openings P 9 P UNFINISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT ARE REQUIRED TO HAVE AT LEAST ONE EMERGENCY ESCAPE AND R 322.1 General. Buildings and structures constructed in whole or in part in flood hazard areas, including A or V Zones and Coastal A Zones, as established in foundation. [�] R301.2.1 Wind design criteria. Buildings and portions thereof shall be constructed in accordance with the wind provisions of this code using the ultimate design wind 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 Crawl space access panel to be min. 18" b 24'. 0 nin s throu h erimeter wall shall be not less than 16' b 24". ^ s eed in Table R301.2 1 as determined from Fi ure R301.2 4 A. RESCUE OPENING PER SECTION R310. (Egress window & window well) Y Pe 9 9 P Y p ( ) 9 ( ) and constructed in accordance with the provisions contained in this section. Buildings and structures that are located in more than one flood hazard R310.1 Emergency escape and rescue opening required. Basement shall have not less than one operable emergency escape and rescue opening. area shall comply with the provisions associated with the most restrictive flood hazard area. Buildings and structures located in whole or in part in R310.2.1 Minimum opening area. Emergency and escape rescue openings shall have a net clear opening of not less than 5.7 square feet. The net clear height identified floodways shall be designed and constructed in accordance with ASCE 24. opening shall be not less than 24 inches and the net clear width shall be not less than 20 inches. R 322.1.5 Lowest floor. The lowest floor shall be the lowest floor of the lowest enclosed area, includin basement and excludin an unfinished flood-resistant R502.2.2 Blocking and subflooring. Blocking for fastening panel edges or fixtures shall be a minimum of utility grade lumber. Subflooring shall be wood TABLE R301.2(1) structural anels-as s;secified in Section 503.2. Fireblockin shall be of an rade lumber. 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 P 9 y 9 OBJECT 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 S WINTER ICE BARRIER Air Meon i I lu bi lec rical stems ectri 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 mechan ca, p m ng and e t sy EI cal systems, equipment and components; heating, ventilating, air conditioning; plumbing R502.6 The ends of each joist beam or girder shall have not less than 1 1/2 inches of bearing on wood or metal and mot less than 3 inches on SNOW SPEED Topographical Special Wind DESIGN FROST UNE DESIGN UNDERLAYMENT Freezing Annual TERMITE DECAY HAZARDS inches. The area of the window well shall allow the emergency escape and rescue opening to be fully opened. a liances and lumbin fixtures• ducts tems; and other service a ul ment shall be located at or above the elevation re uired in Section R322.2 or masonry or concrete except where supported by the use of approved joist hangers. � LOAD (mph) Effects Wind bourne CATEGORY WEATHERING pEph{ TEMP REQUIRED Index Temp PP P 9 � � q P q 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 attachment to band or rim joist. a Region Debris window in the ful o en osition. Ladders or runs shall have on inside width of not less than 12 inches, shall roject not less than 3 inches from the W W IY P P 9 P 1 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 glue-(laminated members, W zone wall and shall be spaced not more than 18 inches on center vertically for the full height of the window well. systems; and other service equipment is permitted below the elevation required in Section R322.2 or R322.3 provided that they are designed and installed cross-laminated timber members or I-joists are prohibited except where permitted by the manufacturers recommendations or as shown on these fA • MODERATE SLIGHT TO 10 R310.2.3.2 Drainage. Window wells shall be designed for proper drainage by connecting to the building's foundation drainage system required by Section R405.1 or by to prevent water from entering or accumulating within the components and to resist hydrostatic and hydrodynamic loads and stresses, including the drawings. 0 20 130 NO (B) SEVERE 36" TO HEAVY MODERATE Degrees Yes X 1500 an approved alternative method. effects of buoyancy, during the occurrence of flooding to the design flood elevation in accordance with ASCE24. Electrical wiring systems are permitted R502.11.1 Wood Truss Design. Wood trusses shall be designed in accordance with approved engineering practice & be prepared by a registered truss design m Exce tion: A drains a em for window wells is not re uired where the foundation is on well-drained soil or sand- ravel 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. rofessional where re uired b the statues of the jurisdiction in which the roject is to be constructed. - r . R301.2.1.4 Exposure category. P 9 � q 9 P q Y 1 P 1 r.T , 1. Exposure B. Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the size of single family dwellings 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 ❑ �..I..( R311.6 Hallwa min. 36' clear width. infiltration of flood waters into the system in accordance with the plumbing provisions of this code. O or larger. Exposure B shall be assumed unless the site meets the definition of another exposure. Ys� Section R506 Concrete Floors (On Ground) 2. Ex sure C. 0 en terrain with scattered obstructions havin a hei ht less than 30 feet extendin more than 1500 feet. Ex osure D extends downwind R311.7 Stairwo s 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 P° P 9 9 g P Y 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 obstructed 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 Base. A 4 inch thick base course consistin of clean raded sand ravel crushed stone crushed concrete or cruished blast-furnace sla ssin Z 3. Ex osure D. flat unobstructed areas ex sed to wind flowin over o n water for a distance of not less tan 5000 feet. Ex sure D extends downwind 600 Handrails shall not project more than 4 M inches on either side of the stairway and the clear width of the stairway at and below the handrail height, R 322.2.2 Enclosed area below design flood elevation. Enclosed areas, including crawl spaces, that are below the design flood elevation shall: 9 9 9 � 9 Pa 9 p po g pe po a 2-inch sieve shall be placed on the prepared subgrade where the slab is below grade. r feet from the unobstructed area. including treads and landings, shall be not less than 31 % 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. v 2. Be rovided with flood o nm 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 h installed on well-drained or sand-gravel mixtwre soils classified as Group 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 rovisions o'f this code shall a I to buildin s with sto hei hts not exceedin 11 feet 7 inches and the lateral) unsu orted 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 g Y 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 irnches shall be placed between F- bearing wall stud height permitted by Table R602.3(5). Individud 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'-31 between floor levels or landings. the concrete floor slab and the base course or the prepared subgrade where no base course exists. The vapor retarder is not re uired for Gara es, Q rovisions, rovided that sto hei hts are not exceeded. An e1 ineered desi n shall be rovided for the wall or wall framin members where the limits of R 322.2.2.1 Installation of openings. The walls of enclosed areas shall have openings installed such that: q 9 f- F : P P rY 9 9 9 P 9 R311.7.5.1 Risers. The riser height shall be not more than 8 1/4 per supplement, utility buildings and other unheated accessory structures. � 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. flood elevation, each ores shall hove o enin s F- U resist wind loads shall be in accordance with the International Building Code. P 9 R311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not more than 1 inches shall be provided on stairways with solid risers. Section R602 Wood Wall Framing W 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 R602.3 Desi n and construction. Com onents of exterior walls shall be fastened in accordance with Tables R602.3 1 throu h R602.3 4. Wall sheathin R302.2 Townhouses. Common walls se aratri townhouses shall be assigned a fire-resistance rating in accordance with Section R302.2, Item 1 or 2. The common R311.7.8 Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. immediately under each opening. 9 P ( ) 9 ( ) 9 2 P 9 R311.7.8.2 Continuit Handrails for stairwa shall be continuous for the full len th of the fli ht. shall be fastened direct) to framin members and shall confirm to the re uirements of Table R602.3 3 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 Y• Ys 9 9 3. Openings shall be permitted to be installed in doors and windows; doors and windows without installed openings da not meet the requirements of this Y 9 q � ( )• � 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 tum. R 322.3 Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. 0 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 t-hour fire-resistance-rated wall not greater than 2q 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. floor elevation plus 1 foot or the design flood elevation, whichever is higher. be more than 9� inches. Headroom shall not be less than 6 feet 6 inches. 2. Where a fire sprinkler system in accordance with Section P2904I 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. and Coastal A Zones shall be supported on pilings or columns. _ R 311.8.1 Maximum slope. Ramps serving the egress door required by Section R 311.2 shall have a slope of not more than 1 unit vertical in 12 units horizontal (8.3 percent slope). All other ramps shall have a maximum slop of 1 unit vertical in 8 units horizontal (12.5 percent). Exception: Where it is technically TABLE R602.3(1) FASTENING SCHEDULE infeasible to corn I because of site constraints, rams shall have a sloe of not more than 1 unit vertical in 8 units horizontal 12.5 rcent Section R on Mezzanines TABLE R302.1(1) PY P P ( � )' R 325.2 Mezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feet. DISCRIPTION � A NTNG (a,b,c,d) I1P_E 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 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 � r- 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 TOP PLATE THREE 8D COMMON. TOE NAIL LLT r- ti o WALLS R 325.4 Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section R311. H ri o r� � -: co NOT FIRE-RESISTANCE RATED >_5 feet following: 3. CEILING JOISTS (NOT ATTCHED TO RAFTER), LAPS THREE 16D COMMON FACE NAIL ¢ ry N N ri ti N cri 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, o N N M M ai PROJECTIONS FIRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE 22 feet to <5 feet 1. Operable windows with opening that will not allow a 4 inch diameter sphere to pass through the opening where the opening is in its largest opened OVER PARTITIONS � position. columns and posts. TAB_E 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 ASTM 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 tOD EACH FACE NAIL f 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. ' MINIMUM MINIMUM FIRE enclosed space is not greater than 10 percent of the mezzanine area. 6. RAFTER OR ROOF TRUSS TO PLATE 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 THREE 10D COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE 2. In buildings that are not more than two stories above grade plane and equipped throughout with an automatic sprinkler system in accordance with , release the control device allowing the window to fully open, shall not reduce the net clear opening area of the window unit to less than the area required Section R313, a mezzanine shall not be required to be open to the room in which the mezzanine is located. 7. ROOF RAFTERS TO RIDGE, VALLEY OR HIP THREE 10D COMMON. TOE NAIL was FIRE-RESISTANCE RATED 1 HOUR 0 feet by Section R310.2.1. RAFTERS TWO 16D COMMON. END NAIL U) NOT FIRE-RESISTANCE RATED 3 feet z CO Section R313 Automatic Fre Sprinkler Systems 8. STUD TO STUD (NO AT BWP) 16D COMMON AT 24"O.C. FACE NAIL a g 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 z z Co 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_ I- o_ o_ z J W . assessor structures. g p sy g 11. CONTINUOUS HEADER TO STUD FOUR 8D COMMON. TOE NAIL C0 co rn ¢ to co g R313.1.1 Desi n and installation. Automatic residential fire s rinkler stems for townhouses shall be desi red and installed in accordance with Section P2904 or NFPA 5 5 5 � 5 5 a_ g � R302.2.2 Parapets for townhouses. 130. GI 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 M X Lu M W a a5 cJi 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 IAP SPICE EACH SIDE OF JOIN FACE NAIL m - i ed nd ' stalled in accordance with Section P2904 or NFPA 13D. 4 BO OM 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 des gn a In 1 TT 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 la er of 5 8 inch T e X sum board is installed direct) beneath the roof deckin or sheathin , su orted b not less Section R403 Footings ;, y / � 9YP y 9 9 PP y R401.4.1 In lieu of a cam lete eotechnical evaluation footin s shall be laced on rock, sand ravel and or ravel, sand, sil sand, cl 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) ledgers 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. S rinkler rotection shall be rovided for exterior balconies decks and round floor tios of dwellin units where the P 9 9 P 9 / 9 °y y y.9 o walls and an o enin s or enetratians in the roof are not within 4 feet of the common walls. P P P g 9 clayey gravel with a presumptive design load bearing value of 2,000 PSF. Do not place footings on sail that consists primarily of clay or silt or have 16. TOP OR BOTTOM PLATE TO STUD TWO 16D COMMON. END NAIL Y P 9 P building is of Type V construction. Sidewall sprinklers that are used to protect such areas shall be permitted to be located such that their any inorganic material or fill. FOUR 8D COMMON. TOE NAIL 3. A parapet is not required where root` 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 , 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 R402.2 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 F- (,f 3. Porch slabs, ste s and arae slabs: 3500 sl lus 5 to 7% air entrainment 21. JOIST TO SILL, TOP PLAit, OR GIRDER THREE 8D COMMON. TOE NAIL R302.2.4 Structural independence. Each individual townhouse shall be structurally independent. P ' 9 9 P P 22. RIM JOIST OR BLOCKING TO SILL OR TOP PLATE SD COMMON ® 6"0/C TOE NAIL Section R314 Snake Alarms Z Exceptions: R314.1 General. Smoke alarms shall comply with NFPA 72 and Section R314. R 403.1.4.1 Frost protection: Bottom of all footings to be at least 36" below grade. W 1. Foundations supporting exterior walls or common walls. R 403.1.5 Stepped Footings: Step footing 1 ft vertical maximum on 2 feet horizontal where slope of footing bottom exceeds 10% 27. BUILT UP GIRDERS AND BEAMS 2X LUMBER 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER 2 F-4 co R314.1.1 Listings. Smoke alarms shall be listed in accordance with UL 217. Combination smoke and carbon monoxide alarms shall be listed in accordance with UL fL co 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 0 O j_ R302.3 Two-famil dwellin s. Dwellin units in two-famil dwellin s shall be se orated from each other b wall and floor assemblies havin not less than a 1-hour isolated plain concrete footings supporting columns or pedestals are permitted. m Y 9 9 Y 9 P - Y 9 R314.3 Location. Smoke alarms shall be installed in the following locations. 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6" o/c at edges and W p fire-resistance rating where tested ill accordance with ASTM E 119 or UL 263. Fre 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 1 inch diameter ROOF, AND WALL SHEATHING TO FRAMING 8D COMMON ROOF 12"o c at interior W tight against the exterior wall, and mall assemblies shall extend from the foundation to the underside of the roof sheathing. P 9 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 ( ) / � v 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. 8D COMMON (SUBFLOOR) supports (see note f) W W W Exce tions: 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 � I- P 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. located not more than 12" or less than 3.5" from the end of each late section. Plates shall be rotected a ainst deco and termites. _ 0 U p to fire-resistance rating of t� hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed in accordance with NFPA P P 9 Y a. All nails are smooth common, box or deformed shanks except where otherwise stated. Nails used for frarling and sheathing Z R314.3.1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent placement of a smoke alarm in 0 13 connections shall have minsm�.!m average bending yield strengths as follows: 80 ksi for shank diameter of 0.182 (20d common nail), a location required al Section R314.3. 90 ksi for shank diameters lar er than 0.142" but not lar er than 0.177", and 100 ksi for shank diameters of 0.142" or less. 4 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) 9 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 R302.5.1 Opening Protection. Honeycomb-core steel doors not less than 1 3/8 inches thick, or 20 minute fire-rated doors, equipped with a self-closing device. Doors 2. Ionization smoke alarms with an alarm-silencing switch shall not be installed less than 10 feet (3048 mm) horizontally from a permanently installed f. Intermediate supports shall be spaced 6 inches on center for a minimum of 48 inch distance from ridges, eaves and gable end 0 w st from ora a into habitable s ace: 4;9 min. fire rated with self - closin device. cooking appliance. MAXIMUM UNSUPPORTED walls and 4 inches on center to gable end wall framing. 9 9 P g 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 R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum ( � No. 26 a e sheet steel or other a i 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 hei ht of 10 feet shall su ort a maximum of one floor Ilus roof ceilin assembl . 2x6 9 9 I P P 9 9 9 5 8 ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY ( ) 9 PP P / 9 Y W = 9 9 9 P 9 9 P q Y P 9 9 9 P y 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. wall studs at 16 inches on center with a maximum hei ht of 10 feet shall su ort a maximum of two floor lus roof ceilin assembl Exce tions: til U R302.6 Dwellin - ora a fire se oration. The ora a shall be se orated as re uired b Table R302.6. 0 enin s in ora a walls shall cam I with Section R302.5. AND ONE N0. 4 BAR NEAR MID- HEIGHT OF THE WALL STORY g pp p / g y. p r � 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, � V 0 ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY perpendicular to the adjacent dwelling unit wall. Section R315 Carbon Monoxide Alarms >8 2X6 �'2 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 �- j: AND ONE No. 4 BAR NEAR THIRD POINTS IN THE WALL STORY 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 m 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 comers and intersections with bearing Z � R302.9 Flame S read & Smoke Densi Index. R309.2.1: Wall & ceilin finishes shall have a flame s read classification of not renter than 200. R30.9.2: Wall & ceilin 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. Plates shall be not less Z I 9 ¢ P tY 9 P 9 9 R315.2 Where re uired. Carbon monoxide alarms shall be rovided in accordance with Sections R315.2.1 and R315.2.2. TABLE R404.1.2(8) Minimum Vertical Reinforcement for 6, 8, 10 and 12 inch Concrete Basement Walls than 2 inches nominal thickness and have a width not less than the width of the studs. (D 0 o U)i finishes shall have a smoke developfld index of not greater than 450. q P R602.6 Drillin and notchin of dimensional lumber to conform to sections R602.6 R602.6.1 and fi ure R602.6 1 . Notchin • R302.11 Fre blocking shall be provided 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 9 9 g ( ) g & bored hole limitations for f/1 _ 1. The dwellin unit contains a fuel fired a Bance. 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 pA C 1. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs, as follows: 9 PP framing to accommodate piping. 16 gage and 1.5 inch wide metal tie fastened across and to the plate at each sidle of the notch with 8-10d nails 0 �R R 1.1 Vertically at the ceiling and floor levels. 2. The dwelling unit has an attached garage with on opening that communicates with the dwelling unit. MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE OF 'C y/ WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH each side. Follow manufacturers specifications for engineered products. (figure R602.6.1) U �� C =RT Cyd T� 1.2 Horizontally at intervals not exceeding 10 feet. (FEEr) (FES Do not backfill with any soil containing silt or day. F_ Q Q, �l 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. `\5, WALL THICKNESS (INCHES) Q 4f 1. A 2 3. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with Section R302.7. 915.2.3.1.1 Buildings constructed on or after January 1, 2008. 2 y� e 8 10 12 W r, C, .�; 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 = �` � �''" y products of combustion. The material filing this annular space shall not be required to meet the ASTM E 136 requirements. s 8 5 ® 41 NR NR U �:. 5. For the fire blocking of chimneys and fireplaces, see Sectioro 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 10 s 6 0 41 5 ® 22 NR U N �' °'�T 6. Fre blocking of cornices of a 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. 02 g10 �� R302.11.1 Fireblocking 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. ❑ , 3 y 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 tY' clear from inside face of walls. The center of bars shall not vary from this by more than Y8 inch. ,OF NEIN 2. Two thicknesses of 1" nominal lumber with broken lap joints. occupancy Groups: E, 1-2 (except hospitals), 1-4, R-1, R-2, R-3 or R-4; and (3) are not covered by Section 915.2.3.1 or Section 915.2.3.2. �., .......... : 3. One thickness of 23/32 inch woad structural panels with joiints backed by 23/32 inch wood structural panels. 915.2.3.3.1 Buildings and structures constructed on or after January 1, 2008. JOB NUMBER 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. 5. One half inch gypsum board. 2016023 6. One quarter inch cement based millboard. W 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. 00 SHEET NUMBER UNIT 74 UNIT 73 z (B- 2 ALT- 2 ) (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 I D E N T I F I C AT I 0 N SIGN to Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) methods: F� t"� j N1101.11.1 (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. PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS Z �.r/ ULTIMATE DESIGN W 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. TYPE CONSTRUCTION, PRE-ENGINEERED WOOD 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 8 MINIMUM MINIMUM MAXIMUM WALL P2801.6 Required pan. Where a storage tank-type water heater or a hot water storage tank is installed in a location where water leakage from the tank will cause Pi 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: » 0 m SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) WIND EXPOSURE 6 DIA EDGES FIELD CATEGORY furnace is located, a utility room or an approved location inside the building. REFLECTIVE RED pNCHEs) PANEL SPAN pNCHEs) 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. � (� •� RATING (INCHES O.C.) (INCHES O.C.) PANTONE (PMS) X187 0 m B e D TABLE N1102.1.2 (R402.1.2) 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. Z V Q", L I 3. Other approved materials. 1.75 24/16 7/16 16 6 12 170 140 135 Insulation and fenestration Requirements by Component \ / 0 0 = 2 COMMON V CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL Aplastic pan shall not be installed beneath agas-fired water heater. R602.3.5 Braced wall panel uplift load path. Braced wall panels located at exterior walls that support roof rafters or trusses (including stories below top ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE C) 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 � U R-VALUE Section U101 Scope EFLECIIVE ' V :N �' practice. 4 EXCEPT U101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. WHITE W � N>; 1 MARINE 0.35 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 N. .- R802.11 Rafter or truss uplift force. Section U102 General Definitions Z For rafters at 16"o/c in 130mph wind speed. Roof pitch > 5/12 Exposure B N1102.2.2 (R402.2.2) Ceilings without attic spaces. Where section N1102.2 would require insulation levels above R-30 and the design of the roof/ceiling assembly does " 1/4" L_ §'(nv M Solar-Ready Zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a solar 1/2 Q Lu c M Span (ft) 12 18 24 28 32 36 42 48 not allow sufficient space for the required insulation, the minimum required insulation for such roof/ceiling assemblies shall be R-30. The reduction of U ca photovoltaic or solar thermal system. TRUSS IDENTIFICATION SIGN STROKE e Z 4 Uplift Force # 117 149 tE'2 203 226 247 281 314 insulation from the requirements of Section N1102.1.2 shall be limited to 500 sf (46 ms) or 20 percent of the total insulated ceiling area, whichever is less. = nO - m » N1102.2.4 R402.2.4 Access hatches and doors. Access doors from conditioned s ces to unconditioned s aces such as attics and crawl s aces shall be COMPLIANCE WITH 19 NYCRR 1264 ❑ U M ao Increase x1.09 for pitch < 5/12. Increase x 1.5 for 24 o/c spacing. Increase x 1.32 for 140 mph. ( ) Pa P P Section U103 Solar-Ready Zone SIGNS LUQHIIFYING THE EASTMCE OF TRUSS CONSTRUCTION SHALL CONSISTS OF A CIRCLE 6'IN ews for attachin sum board and sum ane) roducts to wood framin 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. U103.2 Construction document requirements for solar ready zone. Construction documents shall indicate the solar-ready zone. DIAMETER WITH A STROKE WIDTH OF 1/2'.THE SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN V) R702.3.5.1 Screw fastening. Scr g gyp 9YP P P 9 Exce tion: vertical doors that rovide access from conditioned to unconditioned s aces shall be ermitted to meet the fenestration re uirements of Table P P P P q COLOR.TIE CRCLE AND CON11 NIS SHALL BE REFLECTIVE RED IN COLOR,CONFORMING TO PANTONE and shall penetrate the wood not less than 5/8 inch. 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 MATCHING SYSTDI(PMS)X187. a R1102.1.2 based on the applicable climate zone specified in Chapter 3. areas as r uired b the International Fire Code. New multi le sin le-famil dwellin townhouses three stories or less in hei ht above rade lane and with R702.4 Ceramic Tile. eq Y P 9 Y 9 ( ) 9 9 P in tub and shower areas and wall nels in shower area shall be of materials listed in Table R702.4.2, NI 102.2.8 (R402.2.8) Floors. Floor framing-cavity insulation shall be installed to maintain permanent contact with the underside of the subfloor decking. a total floor area less than or a ual to 2,000 s uare feet 185.8 m2 er dwellin shall have a solar-read zone area of not less than 150 s uare feet SECTION 1265.4.SION OR SYMBOL R702.4.2 Backer boards. Materials used as backers for wall tele Pa q q ( ) P 9 Y q NI102.2.9 (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) TILE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED and installed in accordance with the manufacturers 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 W'yER,THAT: IS AFFIXING THE SIGN OR below grade or to the basement floor, whichever is less. Walls associated with unconditioned basements shall meet this requirement unless the floor overhead TO THE EXTERIOR OF THE RESIDENTIAL STRUCTURE: PROVIDED,HO TABLE R702.4.2 of access or set back areas as required by the International Fire Code. SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX,OR IF THE UTILITY is insulated in accordance with Section N1102.1.2 and N1102.2.8. U 103.4 Obstructions. Solar-read zones shall be free from obstructions, includin but not limited to vents chimne and roof-mounted a ul ment. Backer Board Materials Y 9 � Ys. Q •P PROVIDING ELECTRICAL SERMCE TO 1tE RESIDENTIAL SIRUCNRE DOES NOT A110W THE SIGN OI2 SYMBOL N1102.4.2 (R402.4.2) Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors, and outdoor combustion air. Where using tight-fitting U103.5 Roof load documentation. The structural desi n loads for roof dead load and roof live load shall be clea Indicated on the construction documents. TO BE AFFIXED M THE ELECTRICAL BO THE SIGN OR SYMBOL SHALL BE AFFIXED M THE EXTERIOR 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 9 >4 0103.7 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 GLASS MAT GYPSUM BACKIIVG PANEL ASTM C 1178 tight-fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE Z 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 NONASBESTOS FIBER-CEMENT 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: U TABLE R703.8.1 E 3901.7 Outdoor outlets. A water proof outlet is required for any size, deck, porch, or balcony that is accessible from inside dwelling unit. ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING CODE C) Allowable Spans for steel lintels supporting masonry veneer TABLE N1102.4.1.1 (R402.4.1.1) E 3901.9 Garage Outlets. Garage receptacle, outlets must be serviced by a separate branch circuit that does not supply other outlets. At least one receptacle outlet � 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 SIZE OF STEEL ANGLE NO STORY ONE STORY Two STORIES is required for each car space in a garage. 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: Cn e'c (inches) ABOVE ABOVE ABOVE GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. E 3902.11 Location of GFCI outlets. All GFCI outlets must be placed in readily accessible locations. D (EQUATION 16-8) Z 1-300/4 a'-o' 4'-a" 3'-0" THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. E 402.14 Tam er resistant rece tacles. Nea all 125 volt 15 and 20 am rece tacles to be tam er resistant. D + L L4x3x1/4 a'-o' s'-o' 4'-e' BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. P P riY P P P (EQUATION 16-9) D + S EQUATION 16-10 L5x3.5x5/t6 10'-O' e'-O" a'-O' CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY ) GAPS IN THE AIR BARRIER SEALED. D + .6W (EQUATION 16-12) WO LBx3.5x1/4 14'-O' 9'-6' 7'-O" ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) BE SEALED. LL M WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. D = DEAD LOAD, L = WE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 OF Z 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". I KNEE WALLS SHALL BE SEALED. �) rn 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 ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: v r DOORS SEALED. ACCORDANCE WITH THE STRUCTURAL REQUIREMENTS OF THE 2015 ❑ R703.12.1 Clearances. On exterior stud walls, adhered masonry veneer shall be installed: INTERNATIONAL RESIDENTIAL CODE AS ADOPTED BY NEW YORK STATE. TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPUCABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY ASCE?-10 , TCDL = 15 PSF, _ '..� RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER BCLL=IOPSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. W 1. Minimum of 4 inches (102 mm) above the earth DESIGN LOADS: R703.12.2 Flashin at foundation. A corrosion--resistant screed or flashin of a minimum 0.019 inch 0.48 mm or 26 a e alvanized or lastic with a minimum FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION 9 9 ( ) 9 9 9 P GARAGE AND CANTILEVERED 2 THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR TABLE R301.7 TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF 1-/360 OR .75". vertical attachment flange of 3 X inches (89 mm) shall be installed to extend a minimum of 1 inch (25 mm) below the foundation plate line on exterior FLOORS) THE "OLLOWING 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: ALLOWABLE 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 Fire Separation. Polypropylene siding shall not be installed on walls with a fire separation distance of less than 5 feet (1524 mm) and walls closer than 10 SPACE SHALL BE SEALED. GROUND SNOW LOAD 2OPSF FROM FIGURE R301.2 5 - • e ( ) FOLLOWING INFORMAl10N: �•� STRUCTURAL MEMBER GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDmONED SPACES. MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 DEFLECTION 1. DEPTH, SLOPE (IF ANY) SPAN, AND SPACING. F''� feet (3048 mm) to a building on another lot. (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS F� 1 4 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 LIVER FOOT DEAD LOAD FOR ROOF FRAMING) Rafters having slopes greater than 3:12 L/180 2. LOCATION OF ALL JOINTS. R703.8.2.2. Su rt b roof construction. A steel an le shall be laced direct) on to of the roof construction. The roof su ortin construction for the steel an Ie shall THE DRYWALL with no finished ceiling attached to rafters 3. REQUIRED BEARING WIDTHS. O ppo Y 9 P Y P pp 9 g SHOWER/ TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM FLOORS 40 PSF 4.1. TOP CHORD IJVE LOAD OR SNOW LOAD, consist of not fewer than three 2 inch by 6 inch wood members for wood construction. A wood member abutting the vertical wall stud construction shall be EXTERIOR WALL FROM THE SHOWERS AND TUBS. BALCON'ES AND DECKS: 40 PSF Interior walls and partitions H/180 4.2. TOP CHORD DEAD LOAD. rn anchored with not fewer than three 5/8 inch diameter by 5 iinch lag screws to every wood stud spacing. Each additional wood roof member shall be UNINHABITABLE ATTIC W O STORAGE: 10 PSF 4.3. BOTTOM CHORD INE LOAD. I- � P4 anchored b the use of two 10d nails at eve wood stud s acin . Install flashin and wee holes. The maximum hei ht of the brick veneer above the lintel ELECTRICAL/ PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED / Floors and Ceilings w/ brittle finish 1-/360 Y rY P 9 9 P 9 ON EXTERI R WALLS BOXES SHALL BE INSTALLED. UNINHABITABLE ATTIC WITH STORAGE: 20 PSF 4.4. BOTTOM CHORD DEAD LOAD. W �--•� shall be 12 feet 8 inches, with max 7:12 roof pitch. See figures R03.8.2.1 & R703.8.2.2. HABITABLE ATTIC W FIXED STAIRS: 30 PSF All other structural members L/240 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPUCKnON. U) ) 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. CONTROWNG WIND LOADS. 0 � 1'�� ry 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 A veneer. EAch tie shall support not more than 2.67 square feet of wall area and shall be in accordance with ASTM E 283 at a 1.57 psf (75Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the EXPOSURE CATEGORY: B FROM R301.2.1.4 Exterior walls with brittle finishes L/180 6. EACH REACTION FORCE AND DIRECTION. v J 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY ❑ [�] s aced not more than 32" on ceni.er horizontal) and 24 inches on center vertical) . housing and the interior wall or ceiling covering. SEISMIC DESIGN CATEGORY: B FROM FIGURE 3 of c (exempt from ^ P Y Y Exterior walls with flexible finishes L/180 LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. O R703.8.5 Flashin shall be located beneath the first course of mason above finished round level above the foundation wall or slab and at other oints of su ort., C402.4 R402.4.6 Tenant Se oration Walls Mandato Fire Se arations between dwellin units in two-famil dwellin s and multi le sin le-famil dwellin s seismic provisions of code per R301.2.2) g ry g p pp ( ) p ( ry)• P 9 Y 9 P 9 Y 9 Lintels su ortin 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 Include: soil classes: GW, GP, SW, SP, SM, SC, GM, and GC. 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. inch in diameter. Weepholes shall to located immediately above the flashing. Section N1103 (R403) NOTE: Soils with clay or clay and silt will require a redesign 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. Systems of building footings. 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. 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. Z) not less than 5 feet from foundation walls or to on 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 STRESS DESIGN PER SECTION 160)5.3 OF THE INTERNATIONAL BUI 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 Door And Window Required Design Loads: CODE. ID NG R802.3 Framing details. Rafters shall be framed not more than 1 M 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 C0 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 (21T) 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 78T (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 NI103.1.2 (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 130 MPH U IM 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. LT ATE 140 MPH ULTIMATE ceiling joists, such as ridge beams, hips and valleys, shall be designed as beams. N1103.3 (R403.3) Ducts. Ducts and air handlers shall be in accordance with Sections N1103.3.1 through N1103.3.5. WINDOW/DOOR SQ.FT.AREA WIND SPEED WIND SPEED D = DEAD LOAD, L = LIVE LOAD, R802.3.1 Where ceilin oists or rafter ties are not rovided, the ride formed b these rafters shall be su rted b a wall or irder desi ned in accordance with 0 9 1 P 9 Y PPo y 9 9 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: � accepted engineering practices. 0 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 permitted by the manufacturer's recommendations or where the effects of such alterations are minimum of R-6 where 3 inches (76.2 mm) in diameter or greater and R-4.2 where less than 3 inches (76.2 mm) in diameter. 50 S.F. +16.3 -20.0 +19.0 -23.0 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 1-/480 AND A TOTAL LOAD DEFLEC110N OF THE LESSER OF L/360 OR .75". R802.8.1 Brid in . Rafters and ceilin 'oists havin a de th to thickness ratio exceedin 6 to 1 based on nominal dimensions shall be supported laterally by 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 BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO I I 9 9 9 J 9 P 9 Table values shall be adjusted for heights > 30 and exposure C or D by multiplying by the NSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE blocking, diagonal bridging (wood or metal) or a continuous 1' inch by 3 inch wood strip nailed across the rafter or ceiling joists at intervals not exceeding Mechanical Code (as amended), the 2015 International Residential Code (as amended) of the New York City Constructions Codes, as applicable. FOLLOWING INFORMATION: 8 feet. Exceptions: adjustment coefficient in Table R301.2(ar 1. DEPTH, SPAN, AND SPACING. Plus sign signifies pressures acting toward the building surfaces. R802.9 Trimmer joist: single header and trimmer for openings up to 4'-O' 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. joist spans of 6-0 and greater. 2. For ducts having static pressure classification of less than 2 inches of water column (500 Pa), additional closure systems shall not be required for 3. REQUIRED BEARING WIDTHS. 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- r r- n ti N1103.4 R403.4 Mechanical stem I in Insulation Mandato Mechanical s stem I in ca able of ca n fluids above 105'F 41'C or below 55'F 13'C shall A B B R EV I AT I 0 N S 4.4. BOTTOM CHORD DEAD LOAD. LLT ( ) sY P P 9 ( rY)• Y P P 9 P r►Yi 9 ( ) ( ) ►- ri o r; `- '' co be insulated to a minimum of R-3.N1103.7 R403.7 E ui ment sizin and efficien ratin Mandato Heatin and coolin a ui ment shall be sized in 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. Q N N ry M n ui ( ) q P 9 cY 9 ( rY)• 9 9 q P 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. D c�i N r' ri �° 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 ACCO Manual S based on building loads calculated in accordance with ACCO Manual J or other calculated in accordance with ACCO Manual J A.B. ANCHOR BOLT 6. EACH REACTION FORCE AND DIRECTION. or other a roved CAM and coolin calculation metds cal les. D.S. DOWNSPOUT LT. WT. LIGHTWEIGHT RMS. ROOMS be provided between the insulation and the roof sheathing and at the location of the vent. PP 9 9 9 A.F.F. ABOVE FINISH FLOOR DTL DETAIL LT. LIGHT REINF. REINFORCING,REINFORCED 7. JOINT CONNECTOR TYPE AND DESCRIPTION (. U SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY N1103.6 (R403.6) Mechanical ventilation (Mandatory) The building shall be provided with ventilation that meets the requirements of the 2015 International Mechanical ADJ. ADJACENT/ADJUSTABLE EA EACH LVR• LOWER RNG RANGE LOCATED IZE, S E IE THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. Section R807 Attic Access Code (as amended), the 2015 International Residential Code (as amended), or the New York City Construction Codes, as applicable, or with other approved A.F.T. ABOVE FINISH TREAD R.O. ROUGH OPENING 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH DER-TR. means of ventilation. Outdoor air intakes and exhausts shall have automatic or ravi dam ers that close when the ventilations tem is not o eratin ELE EXPANSION JOINT LT• LAUNDRY TUB 1 CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. R807.1 Attic access. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that have a vertical height of 30 9 h' P Ys P 9• ALUM. ALUMINUM EIEC. R• RISER inches 762 mm or reater over an area of not less than 30 s uare feet 2.8m:. The vertical het ht shall be measured from the to of the ceilin ELECTRICAL 10. DEFLECTION RAT10 FOR WE AND TOTAL LOAD. ANCH. ANCHOR MAS• MASONRY RNID ROUND 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. ( ) 9 q ( ) g P 9 < ANGLE ELS ELEVATION MAT. MATERIAL Z framing members to the underside of the roof framing members. Section N1104 (R404) Electrical Power and Lighting Systems EQ. EQUAL MAX. MAXIMUM S.C. SAWCUT 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. Z z The rou h-framed o he shall a not less than 22 inches b . inches 559 mm b 762 mm and shall be located in a hallwa or other readi N1104.1 R404.1 Li htin and a ui ment Mandato Not less than 75 ercent of the lams in ermanent Installed li htin fixtures shall ARCH. ARCHITECTURAL g 9 P 9 Y ( Y ) Y N ( ) 9 9 q P ( ry)• P P P g 9 ® AT EQUIP EQUIPMENT MDO MEDIUM DENSITY OVERLAY SCHEM. SCHEMATIC +DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-CEILING ASSEMBLY, DRAFTSTOPS SHALL BE co a � accessible location. Where located in a wall, the opening shall be not less than 22 inches wide by 30 inches high (559 mm wide by 762 mm high). be high-efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high-efficacy lamps. Exception: Low EXP• EXPANSION MECH. MECHANICAL SHLF SHELF INSTALLED 50 THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING SHALL DMDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. 65 Z 0) � co a. a 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. EXT. EXTERIOR SHEET WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A COUNG MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR-CEILING ASSEMBLIES UNDER THE O O O U Z Z a access measured vertically from the bottom of ceiling framing members. See Section M1305.1.3 far access requirements where mechanical equipment is BL BOARD MIN. MINIMUM SHT. D_ WU) EE. EACH END SIM. SIMILAR FOLLOWING CIRCUMSTANCES: N Q 2 2 g F BLDG. BUILDING � a_ ¢ cn located in attics. Section M1305 liance Access M•O• MASONRY OPENING STAINLESS STEEL - - w w w _j w w a -1 APP BM BEAM STL• STEEL MATERWS: DRAFTSTOPPING MATERIAL SHALL BE NOT LESS THAW 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. � w W a5 05 U M1305.1 Appliances access for inspection service, repair and replacement. Appliances shall be accessible for inspection, service, repair and replacement without BTM BOTTOM F/C FLOOR COVERING CHANGE MIL. METAL Section R902 Fre Classification removing permanent construction, other appliances, or any other piping or ducts not connected to the appliance being inspected, serviced, repaired or BLKG. BLOCKING STRUCT. STRUCTURAL F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT 0 R 902.1 Roofing covering materials. Roof shall be covered with materials as set forth in Sections R904 and R905. Class A, B or C roofing shall be installed in replaced. A level working space not less than 30 inches deep and 30 inches wide (762 mm by 762 mm) shall be provided in front of the control side to BRG. BEARING FDN. FOUNDATION NTS SUSP. SUSPENSION jurisdictions designated by law as requiring their use or when 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 FLR. FLOOR ( ) NOT TO SCALE SGD SLIDING GLASS DOOR TYPICAL ROOF & FLOOR TRUSS NOTES: N roofing required by this section to be listed shall be tested h 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 + c I odules installed on or above the roof coverin shall be of the lar est a liance but not less than 30 inches 762 mm hi h and 22 inches 559 mm wide and not more than 20 feet 6096 mm Ion measured CENTER LINE 0•C• ON CENTER TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF METAL-PLATE-CONNECTED WOOD TRUSSES SHALL R 902.4 Rooftop mounted photovoltaic panels and modules. Rooftop mounted photovoltaic panes and m g g pp ( ) g ( ) ( ) 9 Ct F.R. FIRE RATED OPER. OPERATOR TB TOWEL BAR COMPLY WITH ANSI/TPI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY A REGISTERED PROFESSIONAL ENGINEER AN 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 T & G TONGUE AND GROVE • TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING ASSEMBLY TO C.J. CONTROL JOINT OPNG. OPENING jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 feet (914 mm) from a lot line. M1307.3 EJevotion of ignition source. Appliances having an ignition source shall be elevated such that the source of ignition is not less than 18 inches (457 mm) FT. FOOT / FEET OPT. TGS TOP OF GRADE SLAB INSURE TIGHT FfITING JOINTS. COL COLUMN OPTIONAL R 903.2.1 Exposed wall flashing required to Have akick-out where the save of the roof intersects a wall to prevent water intrusion into the wall assembly. » above the floor in garages. FTG FOOTING TFW TOP OF FOUNDATION WALL * TRUSSES SHALL BE INSTALl1=D PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND 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 WITH ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA BUILDING COMPONENT SAFETY INFORMATION (BCSI) GUIDE TO GOOD PRACTICE FOR W CONT. CONTINUOUS hi her. Ice rotection re uirements er table R301.2 1 . Install ice & water shield at all eaves, able ends, his & valle s. On roofs slo es less labeled in accordance with UL2158A Exhaust duct size shall comply with code section M1506. 1/R ONE ROD TR TOWEL ROD HANDLING, INSTAWNG & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. U 9 P q P ( � 9 P Y P CONST. CONSTRUCTION G C GENERAL CONTRACTOR ONE SHELF TRPL TRIPLE . Q_ cD than 4:12, entire roof to receive ice & water shield. M 1506 Exhaust openings: A minimum clearance of 3-O' is required between air exhaust terminations and openings into the building. GEN. GENERAL 1/S TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILIFD, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A REGISTERED DESIGN PROFESSIONAL � CTSK. COUNTERSUNK • THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY BRACING HAS 0 O m R 905.2 Slo e. As halt shin les shall be used onl on roof slo es of two units vertical in 12 units horizontal 2:12 or reater. For roof M1507.4 Minimum required local exhaust rates for one & two family homes. GYP. GYPSUM PC POURED CONCRETE p p g y P ( ) 9 C.O. CASED OPENING U.N.O. UNLESS NOTED OTHERWISE BEEN DESIGNED AND INSTALLED FOR THE INSTILLATION OF THE TRUSSES. --1 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 ar 25 cfm continuous. CANT. CANTILEVER G L GLUE LAM PBD• PARTICLE BOARD W o underlayment application is required in accordance with Section R905.1.1. Area to be exhausted: Bathrooms/ toilet rooms= Mechanical exhaust capacity of 50 cfm intermittent or 20 cfm continuous. C.T. CERAMIC TILE HGT. HEIGHT PL PLATE VERT. VERTICAL LU W - CLG. CEILING PML. PANEL VERIFY IN FIELD W w H R 905.2.5 Fasteners. Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 HDWR. HARDWARE V.I.F. WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: 0 � = Q a e 0.105 inch 3 mm shank with a minimum 3 8 inch diameter 9.5 mm head, corn I In with ASTM F 1667, of a len th to HORZ. PWD. PLYWOOD g g [ ( )� / ( ) PY 9 9 G2415.7.1 (404.7.1) Piping through bored holes or notches. Where piping is installed through holes or notches in framing members and the piping is located less than C.M. CROWN MOULD HORIZONTAL,HORIZONTALLY W WASHER U o C.R. CHAIR RAIL HD.WD. HARDWOOD PF. PREFABRICATED Vy/ yVITM 1. The mechanical systems shall be installed in accordance with chapters 12-24 of the 2015 IRC & 2016 NYSRC. Z 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 by shield plates HR. HOUR PR. PAIR WD, WOOD 2. The plumbing systems shall be installed in accordance with chapters 25-33 of the 2015 IRC & 2016 NYSRC. less than % inch (19.1 mm) thick, the fasteners shall penetrate through the sheathing. that cover the width of the I e and the framin member and that extend not less than 4 inches 51 mm to each side of the framin member. Where D DRYER CJJ 4 P P 9 ( ) 9 HDR. HEADER PROD. PROJECT / PROJECTED YV•YV•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 HB PSI POUNDS PER SQ. IN. W HOSE BIB WO OR W/0 WALKOUT 4. All general notes unless otherwise noted on plans or product specifications• 0 F r 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 I.D. INSIDE DIAMETER PSF POUNDS PER SQ.FT. WNDW WINDOW 5• All applicable state & local codes, ordinances and regulations if any. W or into the gutter. Where siding is provided on the vertical sidewall onto the roof or into the gutter. Where siding is provided on member. DIA. DIAMETER INGR. P.T. PRESSURE TREATED 6. In areas where the drawin s do not address methodolo he ' the vertical side wall, the vertical leg of the flashing shall be continuous under the siding. Where anchored masonry veneer is G2415.7.3 404.7.3 Shield lates. Shield lates shall be of steel material havin a thickness of not less than 0.0575 inch 1.463 mm No. 16 a e DIR. DIRECTION IN GROUND g gy, t contractor shall be bound to perform strict compliance with mainufacturers specifications and / or ❑ �� provided on the vertical sideINall, the base flashing shall be provided in accordance with this section and counterflashing shall be ( ) P P g ( ) ( 9 9 ) ON DOWN INSUL INSULATION QUAD. QUADRUPLE recommendations. [4] 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 u on recei t from architect and re ort an and all discre ancies includin an _ provided in accordance with Section R703.7.2.2. DR. DOOR P P P Y P 9 Y w v the vent terminal. Door stops or closures shall not be installed to obtain this clearance. I.S. INSIDE CORNER REF. REFER TO REFERENCE dimensional conflicts, immediate) to architect for corrective measures nor to construction. r M'� W R 905.2.8.5 Drip edge. A drip edge shall be provided at eaves and rake edges of shingle roofs. Adjacent segments of drip edge shall be DW DISH WASHER RMS. ROOMS Y P 9 V cD t G2427.8 A mechanical draft venting system, excluding direct vent appliances, shall terminate not less than 4 feet below, 4 feet horizontally from or 1 foot above any JT. JOINT REINF. REINFORCING,REINFORCED 8. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. H- overlapped not less than 2 inches (51 mm). Drip edges shall extend not less than /4 inch (6.4 mm) below the roof sheathing 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 DWG• DRAWING U 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. The general notes and typical details apply throughout the job unless otherwise noted or shown. Z deck at no more than 12 inches (305 mm) o.c. with fasteners as specified in Section R905.2.5. Underlayment shall be installed 10. DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the contractor, a discrepancy exists, the contractor shall ed 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 ea ces and under the drip edge along rake edges. promptly report it to the architect for proper adjustment before proceeding with the work. Z 9 qQ into the building. Such an appliance with an input over 10,000 EUTU per hour but not over 50,000 BTU per hour shall be installed with a 9 inch vent U termination clearance. 11. OMISSIONS: In the even certain feature of the construction are not fully shown on the drawings, their construction shall be off the same character as for similar 0 0 o cn R 1001.1 Masonry fireplaces & chimneys to be constructed in accordance with Section R1001 and the applicable provisions of Chapters 3 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 G RAP H I C SYM B 0 LS conditions that are shown or noted elsewhere on the construction document set. Y) 4 12. All work is to be performed in a professional manner and in accordance with best practice and consistent with manufacturers and suppliers recommended LL1 - ARC and 4 of this code. the building. /y STRUCTURAL CALC. REFERENCE installation procedures. SRT C T R 1003.9 Termination. Chimneys shall extend not less than 2 feet higher than any portion of a building within 10 feet, but shall not be less 13. The architect has not been retained to rform framin ins ections and or field ins ection. The architect is therefore not res onsible for an and all conflicts U Q NF�G QCT than 3 feet above the highest point where the chimney passes through the roof. Section G2439 (614) Clothes Dryer Exhaust XX ® 9 P / P P Y � �.n fi DETAIL REFERENCE including weatherazation, water proofing and framing with respect to the construction documents. F- � /, , a 2 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 Section R1004 Factory-Built Fireplaces XX v PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER ("REGUTATIIONS"), 8 NYCRR 69.5, ENTITLED )h l'; other systems and shall convey the moisture and any products of combustion to the outside of the building. FLOOR FINISH CHANGE " 2 ` �- T R 1004.1 Factory built fireplaces shall be listed and labeled and shall be installed in accordance with the conditions of the listing. Factory SEALS", AN ARCHITECT WHO SEALS "PLANS, SPECIFICATIONS AND REPORTS MUST PLACE A STAMPED WARNING ON THE SEALED DOCUMENT INDICATING THAT: R IS A W I 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 �, & 4: ' 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 TIENT TNI ANY WAY. _ �. R 10004.5 Gasketed fireplace doors. A gasketed 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 manufacturer's instructions. 0 N ,_•, _,.gig`, r �_ system has been specifically tested, listed and labeled for such use in accordance with UL 127. O DOOR / HARDWARE TYPE R 1006.1 Facto built or mason fire laces shall be a ui ed with an exterior air su I to ensure ro er fuel combustion unless the room Section P2607 Waterproofing of Openings XX - - - XX ❑ 23B���y�i ry ry P q pP PPY P P BUILDING SECTION is mechanically ventilated and controlled so that the indoor pressure is neutral or positive. See sections R1006.1.1 R1006.5. P2607.1 Pipes penetrating roofs. Where a pipe penetrates a roof, a flashing of lead, copper, galvanized steel or an approved elastomeric material shall be installed XX XX OF NE in manner that prevents water entry into the building. Counterflashing into the opening of pipe serving as a vent terminal shall not reduce the required ` #�_ 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. � U. '. """"' .. 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 B NUMBER - cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 m2) throughout 2 0 1 6 0 2 3 the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with numbers not less than 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam LlJ thickness and installed R-value shall be listed on certification provided by the insulation installer. UNIT 74 UNIT 7 3 Q SHEET NUMBER z (B- 2 ALT- 2 ) (MODEL B- 2 ) W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WHEN NOT ALIGNED WITH RAFTER, Hes- e X 21•MR GONNEGT KING STUDS TO TOP PLATE ATTACHE TO EACH PAR ROOF FRAMING WRAP 1-1/4X22 6A 6ALV.COIL STRAP 2x4 OR 2xb Z 66-w X 24"MR O<oppo 6 RAFTERS DBL TOP PLATE OVER TOP OF TOP PLATE AND NAIL CRIPPLE STUDS LU E AT&H TO EACH PAR 2x AGQ LE06ER H/2-3/8"x5' LA6 " OF OPPOSING RAFTERS R BOLTS® Ib"DG INTO STUDS Ib O.C. U GEE PLAN PI�W 2X BLOGKIN6 O ' --) SIMPSON STRONG-TIE 0 o A35® EVERY RR AT 2 END BAYS 2X4 STUD WALL OR 6ABLE END TRUSS CEILING J015T OR W STRONOBACK5 _O W a) 2 -TE M5 tv TRUSS BOTTOM CHORD 51MP50N H2 CONNECTOR®EA = o v co NAILS TYP. RW STRAPS 6HAU.M ATFK.tfP TO EALtt PAR OF OPPOSN6 RAF WS. ALTERNATE TO R106E STRAP, SIMPSON STRONG-TIE SIMPSON STR0116 TIE H2 8D NAILS � � in ` VOYPION:RNYE STRAPS ARE NOF W"LOJaR TES,MPROVIDE 2X4 COLLAR TIE AT H3®EVERY RR RAFTER TO STUD AND KIN65 FOR USE WPI STUDS AND USE IN GON61NATION ONLY WEN STUDS AND NM4&*a<2X4 LIMA ARE LOt:ATED N n UTM M 6 Tit UPPER THIRD OF TNA ATTIC SPACE (WHEN ALIGNED) • 0 C I2i4FTER5 ALIGN ''RAFT>�5 DO NOT ALIGN ATTIC GRACE MD ATTAGNfD TO FA'ai PAR OF RAFTERS W/4-IOd WLS W 4 IOd AT EACH RAFTEW EACH STRAP E F) :E rn a} EACH STUD,51� � � - LSU26 FOR 2x6 RR DETAIL 4 Z `n L5=6 FOR 2x8,2x10,OR 2x12 O V L �rn•- M U Q w Cl) FRAMED G `� WI OR ❑ V M � �R 1 DGE STRAP DETAIL / -RIDGE STRAP DETAIL SIMPSON G TIE CJ 5 UDOR S�6"O.G. DOOR (FOR CATH.GL65 MATELAT UTOLLAR TIES) / (WITH OR WITHOUT COLLAR TIE-5) 2x AGO LEDGER W 3/8'x5"LA6 COT E To 5 FT a > LOCATE AT EVERY RAFTER BOLT® I6"Or, IN-o STUDS STRAPPING TO BE I-I/4 X22 6A IN THIS AREA oo'MVIsr N.TS. // N.T.S. 6ALV.,SEE DETAIL 4/DI.ALL STRAPPING '- GNP"5T1�ON6 5f,f'�°OM STIR" TO BEAR A MIN.OF 10"ON FRAMING. TIE LTG TE Nb / OR HO V7V,�O.A r.M. r APP.ED / uap-TE HIA / PORCHROOF G B E END HALL FOR U5E Wi�N STUDS AND L15E IN coaNATION ONLY WPI STUDS AND / --/ 10 STRAPPING DETAIL qD7kTS.DTI T ATTICx/qu�l DO NOT A1.16N Z O STRAPPING TO RUN ONTO RIM JOIST,SEE !:- DETAIL q/DI(ONE STORY)OR ONTO STUD 0 ROF RAFTER HURR1 CANE TIES ; , , AT WALL BELOW(THO STORY) ON.7rF LOCATED AT EVERY ROOF RAFTER ` ATT I G •• Z Z O • 5TRAPP I NC DETAIL U wir CR aq54, 12 FOR FRAME GONNECTI ONS o • M W,,R5-4 AT ENDS Ln � I � DI NETS. � rn 21 VD FLOOR Q\ MSF (2)2x „ 4-lbd FACE NAILS FROM Z / STRM OR 4x PROVIDE 3 X3/(b X3 WASHER PLATE AT ALL ANCHOR BOLTS KING STUD INTO HEADER ❑ (�j 0) / MSFG SECURED BY WOOD SILL PLATES. / COLUMN POST TOP ANCHOR � L6 5IMP50N PAB OR 5B ANCHOR BOLTS MAY BE USED IN LIEU OF T ISI / THREADED ROD w/WASHER PLATE. EID LftTH NJ UMW TS,. LOCATE AT E IM;ZY COLL &ROM CONQNECTION H/Z LP� PROVIDE 3'X6'X036"6AL1/.STEEL PLATE W T� (4)NAILS MN N a MR / / END 6F15U NAILS WALLS.60NAIL AT CORNERS X V D.NTEEEL PLATE W/ a LaN3m M �� NAILS AT AT BUTT JOINTS IN STRAIGHT SIMPSONI�ILS EEAGH EV AT T -T� WALLS� � WALL$WISE THERE SINGLE PLATE OR HEADER 00 aEAR r fm 2X6 KING STUDS(LAN): EACH JACK STUD f� a lBJ6T11 ONE SPANS UP TO 6 FEET O NAILS � 24'MINIMUM LAP SPLICE TWO FOR SPAN$6 TO 12 FEET PIRM MN DV 2-1/8' 5/8"P A301 ROD THREADED b'BOTH ENDS. THREE FOR SPAN512 TO Ib FEET 2:X6 JACK STUDS WN), w 5070MR�bBJF 3/4'AND I'ROD AT 51MP50N STEEL 5TRON6 WALL,5EE PLANS 12-160 MN.NAILS OHNE AT SPANS<6' ETV LIM111 NAILS AT ALL SPLICES TINO AT SPANS FROM V TO 12' ' DISTAtJCF GF 7/5 a"MN IST FLOOR TIHREE AT SPANS>12' W ABU44 OR AEsubb,SEE PLAN 2"X3/8"X3"WASHER PL W/NUT EACH 51PE UINLE55 NOTED OTHERWISE ON PLAN 0 SIMPSON POST BASE N (4)NALS MN N 05-22 COIL STRAP rz LENGTH Or) i UPPER STORY SHEAR m (� 1 WALL TO GIRDER ALTERNATE ANGHOR BOLT DETAIL @ EXTERIOR WALL ❑ (sa FLOOR TO FLOOR TI FS BELOW GONNEGTION 4 ISFOR SET BACK WALLS HDU HOLD-DOWNS AND STRONG WALL DOUBLE TOP HALL PLATE SPLICE DETAIL FOUNDATION GONNEGTION N.TS. LOCATED AT EVERY 5TUD \ 1/2'm HOOKED ANCHOR B 1'BOLT W I , NOM \ O U N D TION BOLT W 'MNII�I/M Ni EXPANSION I� N.TS. I� N.T5. I" N.TS 16 r�1 COL STRAPS UM SttAnft PROVIG'F:ad COMMON(ON x 2s'06)WU RAP61 COL STS M fATt*PROVIDE:10d bG*04(0451 x!r LO"NALS I `� N.T.S. rn \ 6 COLUMN P05T BOTTOM ANCHOR N.TS• LOCATE AT EVERY COLLIMN/6tRDM CO*ECTTONwwMkOmALLOWABLE HOLES - Cn TO MAT VAIV dW 8D NAIL 0 6"0/G AT ALL PANEL E06E5 160 NAIL® 24'0/G H U ` LVL Headers and Beams I ��wF6�T0�N� IbD NAIL®24'0/G 51MP50H HGP HIP SIS RAFTER q�N R' S5HEAATTHINGR -YWOOD Microllam® LVL LLI W RrFr>� INTERIOR 1.3E TimberStrand® and CORNER TIE (4)NAILS MIN N LSL hole zone Parallam®PSL 2 x diameter of the depth NOTE.HERE 24'WIDE MINIMUM FULL HE16HT ( a LBJ6m(Typ) hole zo largest hole(minimum) U WALL RETURN 15 PROVIDED AT ENDS OF O BRACED WALL LINE THE 800x HOLDOM MAY I L� O BE ELIMINATED. PROVIDE TWO(ONE AT EACH 5100 CS-22 STRAPS PER DETAIL 4 IN LIEU OF I I$/4' a'I1 iTtl(MN) J - - $D NAIL®6'O/G INTERIOR L57A36 STRAPS SHOWN IN THE DETAIL. NAIL SHEATHING TO X AM ILL WASTER o o AT ALL PANEL EDGES d 511E PLATE Wad -2x AM SILL PLATE. DOUBLE o - T 0 0 I NAILS 0 4'O/G 51LL AT FULL BASEMEN'S EXTERIOR GYPSUM BOARD - - - - - 0 0 -j T MINIMUM -5/8 DIA MAX2'ANCHOR - - -- - SD NAIL a 12'0/G AT ALL EMBEDMENT--i BOLTS AX S 11111 L_ 65-22 COIL STRAP W s w T RrM MEMBERS NOT AT PANEL ED6E5 EXTEND BOLTS MIN.7'INTO _ Microllam® LVL and ParallamOPSL FDN NTH T16HTENM Wr s D9011C allowed hoe zone 3'x 3"WASHER TO EACH BOLT. (2)1 x 0 Mq 6IMPSM L74 PLATE_NAL5 TO -LSTA36 W 10-10d NAILS #4 GONTRNUOUS BAR SEAL AND MAI AIPRCIVIDE TERMITE N SHIELD SILL RATE RM MD SILL RATE 0 li 0/G AT Face wr rIR wwm;f SMwZN WL SW IS/32"05B OR IN51DE CORNER OUTSIDE CORNER middle y3 span LOCATED 2 TO 6 PLYWOOD SHEATHING r` INTO STUD ABOVE AND FROM WD TO FIN15HED GRADE Wiff J�AC N01'r4ra d 1.3E TimberStrand® LSL allowed hole zone d �_ n BELOW(2 EACH CORNER) FROM TOP OF WALL NTL As FEN TWE 5-T w174M PLAN VIEW PLAN VIEW �wt1 NOTEt F- M o r � `- (6 `- Tall=2geOx COIL STRA35 UNDER SHEATHN6 PROVIDE.bd COMMON(0.131 x 25'LONG)NAILS.COIL General Notes o N N M M 6 SEE rGI1NDATION PLArI STRAPS OVER SHEATHING PROVIDE.IOd COMMON(0.131 x 3'LONG)NAILS. EXTERIOR HALL TOP C�/Tj-��I rat- �/�a�IGt� HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniformly loaded PLATE HIP GONNEGTI ON EXTERIOR j_I� (,fes l/rtl`ll_It DEPTH HOLE SIZE headers and beams only. LAY-OVER OR FALSE VALLEYB STORY Gc�RNER GONNEGTORS 8TYPICAL ANCHOR BOLT STUD TO RIM JOIST TO SILL PLATE STRAPPINC DET,41L WALL FRAMING 4 8" • Nound holesin anty sY1/ a No hoes in cantilevers. ►LTs• 187Y4'to 20" 2" • No holes in headers or beams in plank orientation. LOCATE AT EV192Y STUD N•T5• See illustration for Allowed Hole Zone DO NOT cut,notch or drill Vnd TS. LOCATED AT EVERY GORNB2 N.TS. L OGATION AS NOTED N.TS. N.TS. PITS. holes in headers except as co m Z Z indicated in illustrations and tables. 615 Z co m a. a Z Z Z O Z Z m A Mmmm OF TWO BRACl32 WALL LINES OIL)AIRF REMIRED IN EACH DIRECTION OF A BUILIDIN6. BN_5%HALL NOT BE SPACED 19QMW STRAP ANS WALL 9NGTINB n EaDw AND WALL f1 O O O F O O Z J MORE THAN 60 FT APART. WN.LS NTHN A IWL SFW-_NDT BE OFFSET BY MORE THAN 4 FEET'PROM A BWL- BNL LOCATIONS ARIE 1 TD TOP Or PONY WALL f U��,I I NOTE, TO TOP a•P(,MIY WALL Ir I I U) U) j � V3 a Q u> 5M'��GtJ DREZ tiCLDOMN AT ffi NN`JP DRK® INDrA�014 FLOOR Lu 2 FT MAX PONY WALL MAY BE (I 2 FT MAX PONY WALL MAY BE I w � 05 ob U WALL FID ITIZ 5(T`/PE A)EDU A6 RWQW A BRACED WALL PANEL(13HP)SK44-L BE61N WITHIN 10 FEET OF EACH END OF A BWL. THE DISTANCE BETWEEN A0 ACERr PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER ® W L ENP WNL GtTALS ) MDR E06M OF EII•P'S SHALL NOT BE eREATE R THAN 20 FEET. THl3RE SHAV_L_BE A MINIMUM OF TWO BW ON EACH MIL EXCEPT AT ® WALLS<16 FEET LONG MAY HAVE ONE 48 OR LONSM BNP. BMP'r'ARE TY VAILY G5-W5P SHEATHED B1RACW WALL PANELS 3 I/2"WIDE LVL HEADERt fSEE PLOW o m 2HM MALS AT DTTIZ (TYPE A)OR GYPSUM BOARD 65(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS AS NOTED ON PLAN WHERE BHP TYPES A c U2" WID LTO OUT$IDIE of PANEL N ® AND B DO NOT QUALIFY DUE TO MINIMUM LENGTH REGIUIREMENTS OR ADDITIONAL CONTRIBUTING LENGTH OF BHP 15 REQUIRED. o BW TYPES ARE INDICATED ON FLOOR PLANS. N 3/8'01HRAADED ROD ® G5-HSP CONTINUOUSLY SHEATHED BRACED WALL PANES(TYPE A)%HALL MEET z sz NOTES WERE 24'WIDE MINIMUM flu HE16W THE MINIMIMI LENr7 OF TABLE-R602JOS• NAIL 7(6'MNHm WALL CONTINUOUS,IPi MIN DEEP HEADER TO � GONTINJOUS IIV"MIN DEEP HEADER TO F- WALL RETURN 5 PROVIDED AT ENDS OF SHEATHIN5 NTH 8d NAILS O b'O/G(E76W AND 12'Or,(FEW)ANI)PROVIDE 2X OUTSIDE KING STUD(SEE PLAN) OUTSIDE KING SND(5�PLOW Q PA4H.B7C�E G5-HLSP BRACED WALL LINE THE 6" BLOGKINB AT ALL tMIPPIORTEV PANS E06M PROVIDE 600 PORNO HOLD" FASTEN J'5FEATHIN6 TO HEADER W FASTEN J'SHEATHING TO HEADER W +��j' Z HOLD"MAY BE ELIMINATED. PER DETAIL W OR 20 AT ENDS OF BR&CM WALL LINES THAT 00 NOT HAVE 80 NAILS a 3'O/G IN EACH DIRECTION 6D NAILS a 310/6 IN EACH DIRECTION W EITHER A240 MINIMUM FULL HEIGHT WALL_RETURN.OR A 48'MINIMUM BNP. 5143SON LSTA24 STRAP ON BOTH SIDES AND � SIMPSON LSTA24 STRAP ON UNSHEATHED � TRIM TOP OF PANEL AS,REOD 2 � C TABLE R602.IOS MINIMUM LENGTH REQUIREMENTS OF CS-WR EACH OF HHEADH2 To JACK STIED W 16-1012 NAILS z FACE W ib IOD INNLS b-I/4.5D5 SGRF�s O w m CONTINUOUSLY SHEATHED BRACED WALL PANELS FASTEN TOP PLATE TO HHEADEZ W 2 Z FASTEN TOP PLATE TO HEADER W 2 Z PORTAL STRAPS I/2'FROM EDGE ON J HAL AJAGENT CLEAR MINIMUM LENGTH OF Rows OF Ibd NAILS a 3"o/G ROWS OF Hbd NAILS a 3b/C W Q w �-L MIN PANEL BOTH SIDES(4 STRAPS PER PAS HEIGHT(FT) OP46 HEIGHT BRACED WALL PANEL HEIGHT(FT) WIDTH'L' W PANEL 5HALL HAVE A LE MOTH 1'OF NOT PANEL SHALL HAVE A LENGTH t'OF NOT $ 28' Q Z Q �51MP50N CNVN COUPLER NUT <64' 24' LESS THAN 16"FOR 8 FT WALL,IV FOR q LES THAN Ib'FOR ONE STORY AM 24'FOR $ b4'TO 80' 32' FT WALL,AND 20'FOR A 10 FT WALL SE � FIRST FLOOR OF TWO STORY APPLICATION. q 32' SIMPSON SH5B &0"TO qb" 36'' x PLAN FOR ACTUAL LENGTH xx SEE PLAN FOR ACTUAL LENGTH 10 34' PANEL,VERIFYSP IANNL3 5 PL" Z U D <b4' 2l' 6YP5UM BOARD 065"BRACED WALL PANELS(TYPE B)SHALL BE Q Q II 38" 3/8'4 ANCHOR BOLT OR q 64'TO 80' 30' 48'N4INUMUM N LIENSTH ON BOTH SIDES OF MALL PER TABLE 12 42' NOTE DETAIL APPLIES rn ~^ 4 ADHE$NE ANCHOR 80'TO q6" 41' `R602J05. 5EGA2E&6YP5UM BOARD NTH 6d COOM NAILS, (2)JACK STUDS,MIN.OR PER PLAN (2)JACK STUDS MIN.OR PER PLAN BOTH ENDS OF HEADER p - •�= <64' 30' Dg15'X 176'6YPS UM BD NAILS,OR Aq8'X 1V ANNULARIaNSIED 10 64'TO 80' 30' NAILS O 100K,(EDGES)NV-rO/G(FED). BLOC�ICIN6 IS NOT � � rL • °i 64'TO qb' 38' `MM;MV AT UN51FFIORTED PARE ED6M NEN PANELS ARE BLACKING AT PANEL EDGES BLOCKING AT PANEL ED6C-5 N ❑ N5TAL.LI D HOR120114TALLY. PROVIDE.OAST OR TRUSS OR PILL_ •Partial credit for panels 36"to 48"wide per RbO2.10.52 HE16Hr BLOCKING DIRECTLY ABOVE NO BELOW TYPE B WALLS. . _ TYPICAL HOLDOWIN DETAIL AT CONTINUOUSLY SHEATHED WOOD ONE JACK AND KING 5,UD5 ONE JACK AND KING STUD' BIAGKIN6 AT PANEL EDGES, L EQUAL Tow��' or > 12 FASTEN 1/16'5HFATHIN6 TO EACH STUD FASTEN 1/b'SHEATHING TO EACH STUD THO KING STUDS H= A STUCTURAL PANEL "CS-WSP" -TYPE A B GYPSUM BOARD "GB" -TYPE B AND SILL W SD COMMON NAILS a 3'OCG AND SILL W 8D COMMON NAILS a 3'0�6 } FRAMED FLOOR FASTEN 1/Ib'SHEATHING TO STUD Z r ) m NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 AND SILL 6d NAILS a 4'o/c � V J � w N..T5. PORTAL DETAIL`A'ONLY APPLIES TO 2 FT TO 16 FT WIDE OPENIN65. SIMPSON CR -6 IN WNW TEND S D$ S 5 ON-6 I HUD"FLOOR W 6-1/4' Z � � Q 5GR13N5 IN DOUBLE END STUD 5D5 5GRB^5 IF NO FLOOR ABODE. � Q � 0 TABLE 602.10.3(1)BRACING REQUIREMENTS BASED ON 140MPH TABLE 602.10 3(2)WIND AD L15TMENT TO HDU4 HOEDOWN W to V4'SD5SIT WIND SPEED,EXPOSURE B,30 FT MEAN,ROOF HE16HT,10 FOOT REQUIRED LENGTH OF WALL BRAGIN6. 2-41 ANCHOR BOLT OR EXPANSION SGWES IF FLOOR ABOVE. PANEL TO CR DIRECTLY ON TOP OF CONCRETE FOUNDATION WALL SIPSM DHFR MCLDONN AT 66-W�PRk& WALL HEIGHTS,AND 2 BRACED HALL LINES BOLT WITH 2'X2"X9/W PIL WA51HI3Z V2'm ANCHOR OR EXPAH51ON BOLT ADJUSTMENT STORY CONDITION ADJUSTMENT WALL Aa PWALL IETAL 6 EDU AS,REQIRID BASED ON SUPPORTING FACTOR OVER 2-1/2'0 ANCHOR OR EXPANNON BOLT Fid ARC GOVT t4 BAR GOVT IN TOP O AREON CONCRETE *4 BAR GONi IN TOP CONCRETE U e�I AT ORAC�WDLL DETAILS G MD D. STGN2Y BWL SPACING 5HEA.MIN6 METHOD 66 EXPOSURE CATEGORY ONE STORY G 12 FOUNDATION TE e) Qi P-IOD NNS,AT DTTIZ T� lo' 25' SS,' EXPOSURE CATEGORY ONE STORY D IS Q. PA85-16 ANCHOR BOLT OR Ye THfREADED OF CONCRETE FOUHOATION SIMPSON 561/8X24 OR PABi-Ib ANCHOR �, EXPOSURE CATEGORY TWO STORY G 13 s<4 BAR CONT IN TOP AND BOTTOM I> EXPOSURE CATEGORY TWO STORY D I b EXTEND WALL 5FEATHN6 OVER RIM J015T BOLT OR Ye'THREADED ROD, W' C7 1 TOP 20' 5.0' 10.0' ROD W WASHER PLATE,SEE DETAIL 15/71 NABS IB ANCHOR BOLT OR 'THREADED 4' OVER ROD W WASHHEt PLATE,SEE DETAIL 15/71 SEE DETAIL 15/DI TOP 30' 7.0' 145' ROOF EAVE TO R106E ROOF ONLY 15 FT 1.3 PANE 106E FRAMED VI � WALL PORTAL DETAIL"B'ONLY APPLIES TO b FT TO 18 FT HIDE OPENINGS. U).. ROOF EAYE TO RIDGE ROOF ONLY 20 FT Ib FLOOR PANEL HAS GONTRIBl171N6 L.BJ6TH OF 48'TOHAIZDS Rb02.10.3(I)MINIMUM LENGTH WALL TO BE USED ON FIRST FLOOR APPLICATION ONLY.PANEL RIAS ' _:.34;1 � �\-` TOP 40' q.0' 185' ROOF EAVE TO R106E ROOF+I FLOOR 15 FT 1.15 REQUIREMENTS FOR BRACED HALL PANELS AT BRACED HALL LINES. KALL_TO BE CONTRIBUTINS LENST14 OF 48'TOWARDS Rb02.103(U MINIMUM LE NSTH 51HFKAN STRONErWN I REG1I11RE5 EN61NE13zED DE516N TO ❑ N� ROOF EAVE TO RIDGE ROOF+I FLOOR 20 FT 13 US,®ON FIFLST R,OOR AFpLLG�A'IION ONLY. REGt11REMENrS FOR BRACED WALL PANELS AT BRAG®WALL LINr�a. TO DETERMINE NAME SIZE AND ANCHOR BOLTS FOR 0238A� TOP 50 11.0 23.0 ROOF EAVE TO RIDGE ROOF+2 FLOOR 15 FT 1.1 ACTUAL HORIZONTAL DS16N WIND LOAD AND CONDITION ROOF EAVE TO RIDGE ROOF+2 FLOOR 20 FF NP / TOP 60' 13.0' 275' i O t��/ ..... .. .. J. .. .......... ...... WALL HEIGHT ANY STORY 8FT O.q CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL "ABW" SIMPSON STRONG WALL NUMr�R-" 3/8'4 ANCHOR BOLT OR , WALL HEIGHT ANY STORY q FT O.q5 ADHESIVE BOTTOM of 2 10 5.0 105 WALL HE16HT ANY STORY 11 FT 1.05 FRAME "CS-PF" DETAIL - TYPE C "PFH" DETAIL - TYPE D DETAIL - TYPE E DETAIL - TYPE F WALL HEIGHT ANY STORY I2 FT I.I +.. 4 0 .bac"•' BOTTOM OF 2 20' q.0' Iq.O' NOT TO SCALE PER FIGURE R602.10.6.3 D NOT TO SCALE PER FIGURE R602.10.6.2 E016023 °ac a HL ffiR OF BP1 PER PLAN DIRECTION AT STORY 3 13 NOT TO SCALE PER FIGURE R602.10.6.1 NOT TO SCALE PER ENGINEERED METHOD W BOTTOM OF 2 30' 13.0' 275' Q SHEET NUMBER H.1HA OF BWL PER PLAN DIRECTION AT STORY 4 1.45 BOTTOM OF 2 40 17A 36.0 NUMBER OF BW.PER PLAN DIRECTION AT STORY 5 OR MORE Ib GYP BD FINISH OMITT�FROM INSIDE FACE OF BHP 1.4 (_2�11BIRACED WALL PANEL DETAILS aHOLDOV�IN DE�TAIL AT SLAB BOTTOM OF 2 50' 21.0' 44.0' APPLIES TO METHNOD GS-W5P ONLY GYP BD FA5TENING ANY STORY 40/G 0.1 UNIT 74 (B- 2 ALT- 2 ) UNIT 73 MODEL B- 2 BOTTOM OF 2 60' 25.0' 525' COAPPLIES TO METHOD 6B ONLY D 1 NOT TO SCALE ) W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED HATCHED AREA EXTERIOR WALL: IWIGATES LOCATION A A 10'-0"HIP WIDTH z HARDI-PLANK CLAP OF FIRE RATED ROOF Z BOARD 51DIN6 WALL SHEATHING,4'-0" B2-5 B2-5 W L...� E TYVEK OR EQUAL 3 FPOM CENTER OF 4_p" 4_p" C 1/2"SHEATHING B2-I FREWALL-EACH 51DE (NO VENTING) (NO VEN IN6) RIDGES O ALIGN U aa! GONT.2"x4'BLOCKING 2'x4'STUD WALL lb"OL. ® 16'OL. 2 GOVT•ALUM.FLASHING IN RIDGE vEur I RI 6E VENT �, 2 V t5 2x4 WRJ66ER5 DRIP(GOLOR TO MATCH Z w -FRAMED SOFFIT 2 q WOOD TRIM) ^^ `` WATER SHIELD O W o rn PSI f3'-0°ALL Ili— C) Z 5/4'x8"TRIM �0 INTERSECTION ROOFING U > 6"AZEK TRIM BOARD N p o + A 12 ++ yN>- U) N w Z GUTTERS LEADERS a 2 �v/ /gAKE BD 1^U GUTTERS d LEADERS U - ALL GUTfER5 4 LEADERS SHALL BE BAKED IN b"AZEK RAKE BD Wit 62-1 HARDIPLANK "�' M(TYP1 ALL GUTTERS rE LEADERS SHALL BE BAKED p a °; WHITE ALUMINUM.032"MIN.6AU6E,6UTTER5 I"x 3"AZEK TRIM(TYPJ HORIZONTAL "ROOF BREAK WHITE ALUMINUM.032'MIN.GAUGE,GUTTERS C) o `° � I"x12"AZEK TRIM SHALL BE 5'5EAML.E55,O.G.STYLE W/ALL hBL LAPBOARD 51DING J�AiQK HORIZONTAL co RELATED d REQUIRED ACCESSORIES. LEADERS SHALL BE 5"SEAMLESS,0.6.STYLE W/ALL = M co �' RELATED d REQUIRED AGGE:550RIE5. LEADERS ❑ aiAaa_.1�T.diii. ' �- SHALL BE MIN.2"x3" V DETITIL BLOCK#DTLEt5x4x1 SHALL BE MIN.2'x3',.071'GAUGE W/CLIPS t . ,.021 GAUGE W/CLIPS d r� BY'FYPON"OR EQUAL ANCHORS. CAULK d SEAL ALL JOINTS. PITCH 12 ANCHORS. CAULK I SEAL ALL JOINTS. PITCH DENTIL BLOCK#DTLB5x4x1 I x 8 AZEK RAKE BD —I a C� 5/4'xb'AZEK TRIM GUTTERS MIN. I/8/FT.PROVIDE P.V G. 13Y"FYPON"OR EQUAL X420 FXF GUTTERS MIN. I/8/FT.PROVIDE P.V.G. RECEPTORS 8°ABOVE GRADE TO RECEIVE " 12 I'x 3"AZEK TRIM(fYPJ I�4 bORIER FRONT RECEPTORS 8"ABOVE GRADE TO RECEIVE a LEADERS(CLOSED GAP DESIGN. b HIGH BLIND 11 _ LEADERS(GLO5ED GAP DE-516W. FLASHIN Q " - TYP.EXTERIOR WALL: 5 2444 HARD-PLANK 5HINGLE ,0N DH 12 ' 12 TYVEK OR EQUAL LI/2"SHEATHING 12"OH 2x4 STUD WALL 16"OL. o i l 6" / / b" HIGH BLIND — o w Z - _ / - - - - - - - - - - - - - - - - -�FI-A5HIN67 - + O 2 DETAIL eL I DINING AREA _ _ IN6 ALONG ENTIRE LENGTH OF _ _ _ DINING R00_M PLATE HT. „ - - - - - - - OF ROOF E VERTICAL DORMER PLATE HT. F- B2- � I_O I-o _p oH�o FLA5HING TO BE MIN b"HIGH - cl) OH. IA=J=A=U LL a� iiiiiiiiiiiiiiiiii OF DORMER) I'-0" „ OR Z CLOSET i; m 5"HIvIf BLIND FLASHING - -0 - I•i _ GLOSETT O PLATE HT. 12 LINE OF ROOF i i �/ PLATE HT. � TRU55 BEYOND I I / - / I-0 I I O OH. i i � � u .� II _� ~ II J ® ® II (3) 2x8 P.T. GIRDER 4 I i BEYOND = 11 FRE ZE Ba ❑ JJ I i i I I Ixl2 AZEK 1x8 FASCIA BOARD � i i TRIM COLUMN® GO i COLUMN®COVERED PORCH BEYOND , I II ii PORCH BEYOND = I I FIN. 1ST FLOOR-� -' 51MP50N LU525-3 FAGE FIN. 1ST FLOOR I I _ _ _ _ F N. IS _ ~� - - - - - O MOUNT HANGER �.��-0" / ELEV.+0'-0" w - - T (3) 2x12 P.T. 61RDER BEYOND - - - - - - - - - - - - - -- - - -- - - - - - - - - - - -L:�FFIT a1x4 AZEK I I I ( I - I - - w W I I TRIM ALL I I � Ix AZEK TRIM BOARD OVER t I t 1 1 I,_p« i SIDES — — — — — — n I tt i n GIRDERS(TYP) vtwt ' oH. i I I I I I I I I I I w 51MP50N BG52-3/6 P05T ❑ O I I I I I I i GAP ANCHOR 4 Q J 10" 5QUARE H546 DERMA GA5T I I I I I I I I I I I COLUMN#463,52 W/SQUARE I I I I I FLAT GAP 4 BASE (OR EQUAL) - 4.2 HR 5EPERATION 4,. 2'-0.. I Q CORNER COLUMN TO BE I I I I I WALL PER UL#336 I I I I I I cn = PROVIDED W/SPLIT KIT BASEMENT I I I I I I I I I I I _ BASE_MEN I - - - t — IlinnnnInq - - - - - - - - - - - - - - - - - - - - - - - - - -I I bx6P.T. P05TWITH5IMPSON - -I - --r -- - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - T - - r- - I- AB%(5P05TBA5E (TYP -ALL L- - -1- - - L- - --1 - - - - -- - - - - - - - - - - - -- -- -- - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - U) COLUMNS) Z UNIT 74 UNIT 73 W TYP. REAR COV. PORCH DETAIL , B-2 ALT-2 (MAGNOLIA) B A A B-2 (MAGNOLIA) ��ONT ELEVATION o 2 5 62-5 3/4"=I'-0" B2-I 1/4tt = 11-0" A A B2-5 62-5 4'-0" 4'-O" TYPICAL ROOFING: TYPICAL ROOFING: PROVIDE STEPPED FLASHING ALONG ARGHITEGTTYPI SHINGLES 15# MO VENTIN6) (NO VENTING) ENTIRE LENGTH OF INTER5EGTION OF AR(HITEGTURAL 5HIN6LE5 15# ROOF d VERTICAL DORMER EXTERIOR FELT UNDERLAYMENT RIDGE VENT 1 RIDGE VENT FELT UNDERLAYMENT WALLS.FLASHING TO BE MIN 8"H16H r 5/8 PLYWOOD 5HEATHIN6 (BOTH SIDES OF DORMER) Q N N N ri t: 5/5" PLYWOOD SHEATHING M o �_ r Iq N N 6 t7 CO � � R106E VENT HARDIFLANK HORIZONTAL CLAP HARDIPLANK SIDING HORIZONTAL GLAP 4„ " 51DIN6 I 1-8 4" I 6"AZEK TRIM BOARD b"AZEK TRIM BOARD z 13'-8"DORMER PL HT a g I"x 8'AZEK RAKE BD W/ a I q ABOVE IST FLOOR z z z N N a- 12 12 IN b"AZEK RAKE BD W/ I I ( o o_ o -°� o o Z t' w ■ 1"x 3'AZEK TRIM(TYPE I S 5 w 5 ° g 1 x 3 AZEK TRIM(TYPa 12 12 5w w 5 v a a - b"DIA6.AZEK / 6"DIA6.AZEK I (3)2420 F (MULLED) `O TRIM BOARD 12 a a 12 TRIM BOARD a'-0" FRONT GARAGE N 6 HI6H BLIND---�� ( I WALL PL HT. " 6"HIGH BLIND N FLASHING ALIGN — — — — —— — — — FLASHING GARAGE WALL — — ALIGN FA- IA5 , BELOWCt FASCIAS 2 HR PER UL# ION 36 GREAT ROOM - - - WALL PER UL#336 Z 04,Z5 . 11 . . I GREAT ROOM SEE DETAIL I/FW-2 PLATE HT. t - - - T - 4'-2" 4'-2" W (� 1'-0" ItItI1L_-- -�t1114_ ___Jtllltl I,-0„ / �/ _-- _ --- PLATE HT. / I,-p„ IIIIItL _�tllliL Jtlfltl 1,-0„ � z V OH. OH. 4'-10" 8'-4" 5'-2" m I I I I I I I I I I 11111 1 Hill 11 11 W O w I I I I I I I I i t I I B2-I W w DORMER PLAN 11 U16 IB WI TH1�4 =1I-01T B2-1 4 II II II F— _ � II II II W - II II II = � = ii ii ii ❑ b"AZEK TRIM I I I I I I I I I I I I b"AZEK TRIM = I I I I I I I I I I I I ALL SIDES I I I I I I I I I I I I ALL 51DE-5 w I I I I I I I I I I I I I I I I I I I I I I I I H I I I I I I I I I I I (9 m II II I I II II z FIN. IST FLOOR_ I I I I I I i I I I I I _FIN. 15T FLo_OR 2015 IRG- R312.2.1 ui ELEV.+O'-0" / / / EIEV.+0'-0" IN DWELLING UNITS,WHERE THE TOP OF TI SILL OF AN Z qa v 2015 IRC- 62421.8 (503.8) OPERABLE WINDOW OPENING IS LoGATEW LESS THAN 24" � o _ o m ___-_ �I I - - - - - - - ABOVE THE FINISHED FLOOR AND GREATER THAN 12"ABOVE �— �r- —1� VENTING SYSTEM TERMINATION LOCATION: I Ilu II ul I I I I I (ll II IIII I I I THE FIN15HED GRADE OR OTHER 5URFAGIE BELOW ON THE W I II I I I I III THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN p bxb P.T.POST WITH SIMPSON I I I IIII II IIII I I I I I IIII II IIII I I I bxb P.T.P05T WITH 51MP50N I EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHALL g SER CyF � \ 6 AZEK TRIM INPUT OF 10000 BTU PER HOUR(3KW)OR LE55 SHALL BE o 'Y BG52-alb POST GAP ANCHOR d I IIII II IIII " 1111 II IIII I BC52-3/6 POST GAP ANCHOR d " COMPLY WITH ONE OF THE FOLLOWING: U C� �� r• ANY AIR OPENING INTO A 51MP50N ABUbb P05T � 5) i I IIII II IIl I I 6 AZEK TRIM I ALL SIDES I 1111 II IIII I I 51MP50N ABU6b POST BASE(TYP- I BUILDILOCANG AND SUGHAT T AN APPLIANCE WITH INPUT OVER 10000 SINGS THAT NILE NOT ALLOW A 4 IINGH DIAMETER SPHERE Q I IIII E�5gl III I I ALL SIDES I I I SII EGRESS I jj I i ALL COLUMNS) I - BTU PER HOUR BUT NOT OVER 50,000 BTU PER HOUR SHALL BE POSITION. THE OPENING IN ITS LARGEST OPENED I II WINDOWI 11 I I i I II HINDow III I Q I " ' I I I LL==J�___ IL_____�� _ CJI Q INSTALLED WITH A a INCH VENT TERMINATION GL.EARANGE,AND „ W l ----�I I FALL PREVENTION DEVICES THAT COMPLY WITH A5TM F 20xO 2 s. I 10 5QUAR.E H64 6 DERMA GA5T a I u_________u I I I I �,_________,J I I a 10 SQUARE HB$6 PERMA GA5T I AN APPLIANCE WITH AN INPUT OVER 50,000 BTU PER HOUR _ ..- COLUMN#46352 W/SQUARE _ I I I COLUMN#46382 W/SQUARE I SHALL HAVE AT LEAST A 12 INGH VENT TERMINATION (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO � � C RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO FDI — FDI CLEARANCE. 13E LOCATED AT LEAST 12ABOVE A6RADE. Al SOF NGS FLAT GAP' d BASE (OR EQUAL) '—''� FLAT GAP � BASE (OR EQUAL) { - EDUGE THE NET CLEAR OPENING GORNER.COLUMN TO BE I I I I I - CORNER COLUMN TO BE I " AREA OPEN, WINDOHALL W TO LESS THAN 5SQUARE FEET. T / PROVIDED W/5PLIT KIT I I GL 2 HR SEPERAT1oN I I I PROVIDED W/SPLIT KIT BASEMENT I I I WALL PER UL#336 I I I I BA5EMENT .................. - - j- -- - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - � - - - - - - - - - - - - — - - - - - - - - - -r - - - - - - - - - - - - - - - - - -r- - - OB NUMBER - -- - - - - - - - - - - - - - - - - -L - - - - - - - - - - - - - -L - - - I - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - �- - - - - - - - - - - - - - - - - - w 2016023 UNIT 73 A A UNIT 74 UNIT 74 UNIT 7 3 I = SHEET NUMBER -REAR DUET CLUSTER B-2 (MAGNOLIA) 62-5 B2-5 B-2 ALT-2 (MAGNOLIA) S- STION Z_ n B 2 _ 0 1,411 _ 1 -011 (B- 2 ALT- 2 ) (MODEL B- 2 ) ELEVATIONS W1 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED r82'5 z RIDGE VENT w E 8 LINE OF ROOF BEYOND 6 MASTER (R-1q) BATT5 0 4 ..J :3 12 BEDROOM G(MIN1,1005 ABOVE 0 IN AZEK SHEETING z 2 -0 4wd 0 RIDGE VENT CONT.BLIND FLA5HIN6 1--- 2 0 cp 2*x 6'NAILER-LAB L 2 p PERSPECIFICATIONS TO MAINTAIN RIDGE VENT PRODUCT WARRANTY < w E: 124>: INSTALL IMANUFAGTURER�5 CE 4 WATER SHIELD BOLT TO VERT 5 cn W IN PIA X 6'L BOLTS z RID61F VENT NFIQEPay_—� . . . . . . o -24 0 `12 ...... Lo 2 co ............ 12 NOTE: If- co . . . . . . . El cl) I 1 0 . APPLY ❑ICE 4 WATER SHIELD IN u 0 A "RR @ 161 2'x 6'RR @ 161 .6 A FAIR HEATHER WHEN THE AIR, -CK AND MEMBRANE OG =77 ROOF DE RIDGE VENT ! I . — . . I I . 3: ARE AT TEMPERATURES OF q11 (R-30) BATT5 0- r 40°F(5°C)OR HIGHER. 12 LINE OF ROOF- , -.- ! I I I i t I 1 ;1 . L 2"x 4'SOFFIT BMS Igo Raggi.b.IPIA 016,100 01-1211 BEYOND @ 6ARA6E ALIGN FASCIAS— WINDOW HEADER PER PLAN =:�IEZF W FMDIN AREA Ld.,\I I . ..... 6REAT ROOM 13EDRM#2 I,-bN I I z *'PLATE HT. OH. PLATE HT I I T PLATE HT. 0 -T=T-- nmCl IO"AZEK-- I I I I Mrf�m ill OH. 0 FRIEZE 50. OH i BEDROOM #2 OR z 4- 0 I-H I I ill I I 2"xb'® Ib'or,FOR SEAT 0 10" SQUARE 1-11346 PERMA F EXTERIOR HALL -HARPIPLANK 5HIN67LE 5101NO I I I I ma GMT COLUMNCOLUMN #463&2 H/ CL05ED CELL SPRAY FOAM LL In -TrVEK OR EQUAL SQUARE FLAT CAP t INSULATION TO COMPLETELY -lAb"055 94EATHIVo BASF R EQUAL) - DOUBLE-RW WINDOW d) FILL SEAT CAVITY 0 -2xb WOOD STU1?5 0 16'O.G. GORNER GOL"TO BE re) Z (2)2 x8 @ END W A35 -6'R-21 BATTS .11 1 1 if T-TTT-I PROVIDED IN SPLIT KIT 5IMP50N CONNECTOR ❑ m -I FIT I I I I 11 1 1 11 1 11 T-F I IPE 1 1 11 1 1 1 11 11 1 1 1 11 11 1 1 1 11 11 [ 11 1 1 1 11 11 I-L=-i-I 5IMP50N H2-5A CONNECTORS $ 111 11 11 111 11 1 1 ill 11 1 I"x 12"AZEK TRIM ri I III I 1 1 1 1 L4-L 1=F1 I Bo r I 'A 1,1, 11 1 1 i � III I 1 11 Ill I I I I N I I I I I I I I I L L-1 FIN. IST FLOOR�k FIN. 15T FLOOR 4- 6yp Bo -'VTE—LE�'. 7 1,071 1 MEW r ELEV.+ol-om rT ION SQUARE 1-11346 PERMA I bxb P.T.P05T WITH 6LLED 4 56REPEP-RUN CO)NTINIJOU5 BETWEEN PLATES SIMPSON BC52-5/6 1/16' 056 5HEATHING- CAST GOLLHN#463b2 IN I AT EXTERIOR WALL C SQUARE FLAT GAP I P05T CAP ANCHOR t 0. I 5IMP50N ABUbb WALL® GARAGE WALL 6 r-,ARAG= BA-r-E (ORE UAL) 2XII2 FLOOR 1-- 13EYOW BEYOND CORNER Go�t", TO 13E POST BASE (M JOISTS @ Iblor, w PROVIDED SPLIT KIT ALL COLUMN5) FDI gi, FIRST FLOOR LINE cl) o ;2� El �.T� O d) UNFIN15HER BASEMENT - - - - - - - - - -,-I- - -- - - TI- - - - - -- ,1 - -- -- -- - - - Ti - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - — — — — — — — — — — — - - BASEMENT L- — — — — — — — — — -L —— — — — — — - - - - - - - - - - -- -- -- - L- — — — — —— — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - -i - - - - - --I- - - - - - - - - - - - - J N� -R16HT END ELEVATION 41, - cn — — — — — — — — — — 1-- u 132-5 11 = 11-00 z 1/4 —(R-15)CL05ED CELL 5P'RAY FOAM IN5UL w ALONG INSIDE FAKE OF SND.WALLS-FULL HT OR DRAPED BLANKET INSULATION UNIT 7 3 0 B — 2 MODEL (MAGNOLIA)- BEDROOM #2 BAY DETAIL LINE OF ROOF I 1'-0" BEDROOM BEYOND® MASTER RIX-7E VENT 12 5 132-5 C4 00 7 C4 6 6-6— cli c\! c'! rl� cq lwY INSTALL ICE 4 WATER SHIELD AZEK SHEETING ON SIDES ASPHALT ROOF SHINGLES cj 04 M M 0 PER MANUFACTURERS OF DORMER MiGAL LINE OF DORMER SPECIFICATIONS TO MAINTAIN ROOF OVER 6ARAC7E PRODUCT WARRANTY ROOF BEYOND R106,E VENT RIDGE=I NOTE: PLYWOOD SHEATHING APPLY ICE 4 WATER SHIELD IN FAIR WEATHER WHEN THE AIR, Z C13 ROOF DECK AND MEMBRANE OH 15#ROOFING FELT PAPER z _MIN 55 ARE AT TEMPERATURES OF LOW 6DR 66 z co 9� a. . . . . . . . . . . . . E IN5TALL IGE t HATER SHIELD PER LINE 6ARA6E z z z 0 z 1z (zo 40°F(506)OR HIGHER ROOF FRAMIN6 7 MAKFACTLIRER15 SpEca To 0 0 0 - 0 0 E W FLUSH ROOFS IX6 FASCIA ED. F BEYOND MAINTAIN PRODUCT WARRANTY. U5 vi 3 , , . — I 1 14 :s I 9 V CARRY DOHN FRONT OF FASGIA- w -i W w- Ix W re 5"AZEK MIN 4'T(PIGAL a6 ah U 7-7FRI�ZE,13D.. A pI{ 0.40 ALUMINUM DRIP WISE CAP GREAT ROOM + LF== #2 BEORM#2 C) PLATE HT. ultnl - Imul PLATE HT. PLATE HT. OH. 6vnER 2015 IRG- C-72421h (503.8) 1' 4 --L I I I I I 1 11-011 VENTING SYSTEM TERMINATION LOCATION: -7. 1 1 J1 I I I I ill THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH ----i - TTrTT EUI OH AN INPUT OF 10,000 BTU PER HOUR OW OR LE55 SHALL BE LOCATED AT LEAST bm FROM ANY AIR OPENING INTO A if TT I I I I BUILDING,AND SUCH AN APPLIANCE WITH AN INPUT OVERi I ; I I IJ LI L I 10,000 BTU PER HOUR BUT NOT OVER 50,000 BTU M 10' SQUARE H134 6 PL9;ZMA ELF,, HOUR SHALL BE INSTALLED WITH A q 114GH VENT 62-I 11 1 GA5T GOLM #46352 w— -HARDIPLANK SHINGLE 0 TERMINATION CLEARANCE,AND AN APFtIANGE WITH AN I ; LI I -E 5101% -j SQUARE FLAT CAP 4 LA I i. T-F -TYVEK OR EQUAL w INPUT OVER 50,000 BTU PER HOUR SHALL.HAVE AT LEAST 11. 1 FTFTU w > A 12 INCH VENT TERMINATION CLEARAZE.THE BOTTOM OF -1/16'056 SHEATHING w LU BA5E (OR EQUAL) = I I I , -2xb WOOD STUDS o 16"O.G.THE VENT TERMINAL AND THE AIR INTAKE SHALL BE CORNER COLUMN TO BE ij-L.1--i L I I III I if I ill I 111 ill Y ICE t HATER SHIELD IN -6'R-21 BATTS LOCATED AT LEAST 12"ABOVE aZADI:-. PROVIDED IN 5PLIT KIT I I if 11 FAIR WEATHER z j L 71- TBIPEERAIURES OF 40°F(5°G)OR w 0==1 LET= Ili Y1,I HIGHER. 1 11 11 1 1 11 1 1 1 11 1U I 1 11 11 1 1 1 F11 14 FIN. 15T FLOOR i i - I I J I I I I FIN. 15T FLOO 2015 IRG- R5122.1 +0'-0' ELEV.+-01 FASCIA BOARD ' SOFFIT El IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN W I I 50AFO W 2"CONT.OPERABLE WINDOW OPENIN66 15 LOCATED I E%THAN 24" 11-F VEN71N6 OR VENTED U ABOVE THE FIN15HED FLOOR AND 6REATER THAN 12- bxb P.T.P05T WITH 10" 5GUARE 1-11346 PERMA Cd 1ARYL 5OFFIT ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW 5IMP50N B652-3/6 GA5T COLUMN #46382 W ON THE EXTERIOR OF THE BUILDING,THE OPERABLE P05T CAP ANCHOR 4 5MARE F CAP 4 WINDOW 5RALL COMPLY WITH ONE OF rHE FOLLOWING: HALL @ 6ARA6E SIMPSON ABUbb BA5E (OR AL) - WALL @ 6ARA5E z aj P05T BASE(TVP- CORNER GO MN TO 13E z If OPENINGS THAT WILL NOT ALLOW A4 INCH DIAMETER BEYOND BEYOND DETAIL 2 -j SPHERE TO PA55 THROU161-1 THE OPENING IN ITS LARGEST ALL COLUMN5) D A&C OPENED POSITION. �,�Di D ED 5PLIT KIT co PROVIDED k, cn ..... •FALL PREVENTION DEVICES THAT COMPLY WITH A5TM F SCALE: 1 1/2" l'-O" 2NO 0 , 2 uj (THE WINDOW OPENINC,CONTROL DEVICE AFTER OPERATION () TO RELEASE THE CONTROL DEVICE ALLONIN6 THE WINDOW TO FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR < OPENIN6 AREA OF THE WINDOW UNIT To LE55 THAN 5.1 -zjk,�BA51EMENT BASEMENT 5WARE FEET. — — — — — — — — — --- w -Tt ri — — — — — — — -LI— — — — — — — — — — — — — — - — - — - — - — — — — — — — — — — — — — — —— — — — —— — — — — — — — — — — — — —17- — — — — — —1-T 38 L- - - - - - - - - - - - - --L -- -- - - - - - - - - - - L - - - - - - - -I- - - - - - - - - - - - - - - - - - - - - - - - -- - - - - -- -1 - - - - - - - - - - - - --LL - - - - - - - - - J0 - - cn N LEFT END ELEVATION ...................................................... 1/4,11 11-0'1 B2-5 JOB NUMBER UN IT 74 2 01602 3 W SHEET NUMBER mum. B - 2 (ALT- 2 ) (MAGNOLIA) UNITS 73 (MODEL B- 2 ) DUET CLUSTER c/) B2 - 1ml Z & 74 (B— 2 ALT- 2 )- ELEVATIONS W , COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED 77' E 2 HR 5EPERATION z Z cc '' 1NE OF REARHEEK WALL 6 13'-0" 11'-2" 14'-2" I WALL PER UL#336 14'-b" 11'-2" 13'-0" j ^ 0 CHEEK UNIT 13 d) o � U 4 ry A I A — — — — — — O (Do � —Z6 •� U �N r rn -;u is- tna?Z_ b" 12'-10" b„ 10'-0" 4'-II" 4'-4"M.O. 4'-II" 5'-3" 4'-4"M.O. 4'-11" 10'-0" an 12'-10" ( b" - Z U Q Ca`n Q O O L XU) 5M 4 o U Q w a r> o q O I UNEXGAV. - _ � N co o o q FDI 4'P.G.5LAB WITH 6x6, ❑ cry °^° Q 10/10 W.W.M.OR FIBERME5H. U U r, UNEXGAV. o o FDI I 2 MIN.3500 P51 GONG. N I Co. 4'P.G.5LA5 WITH 6x6, FDS bit b (� 10/10 W.W.M.OR FIBERME5H. ( 2" I r------ CL ry MIN.3500 P51 GONG. 2 ° all EGRE55 HD r------- WINDOW (f • • HD I 4 I I O 4 II b O EGRESS I HD I n' 2x12 FLOOR J015T5 -' _� Z WINDOW 4 _ ® I6"o.c. 4 2"x 10" � O I Q SEAT 2x12 FLOOR J015T5 rc' J " ® Ib"O.G. 2 4"WIDE J015T - 25LAB SEAT _ Q F�1 I SEAT.T.O.5EAT j J O O `� I I ELEV= ()I'-I " o J 4 O - - -- 4'WIDE J015T 2 IroI ( L2'P.G.FOUNDATION WALL U T 4 FD ( " 4 " 24'x HITH DA PM G�FOOTIN6NION O _ = Fpl 14-b q-4 Fvl I 13'-2- 2-0 L� 12"P.G.FOUNDATION WALL I 110"P.G.FOUNDATION Q D O C� %n WITH DAMPROOFIN5 ON 4 I r DIRECT PENT HEATING EQUIP. Z 21-ON 10" 24"x 12"P.G.FOOTING 131-2" I Fvl q-4 14'-b" Wr�L WITH DAh11'ROOFING I I 31" 5 GO UMN APPLIANCE CLEARANCE HpQji OK 0"x 10"P.G.FOOTING I- "x 3o'x ❑ LD Q I 10'P.G.FOUNDATION ( -T.O W ELEV. = 0'-0" I p" I �F 6 N NJ LWITH THE GLLLEARAENGEST FR M T DIRECT VENT HEATING EQUIP. WALL WITH DAMPROOFING l- 1" 1 HD APPLIANCE CLEARANCE 3� SIA TEFL Z UMN I �- -� I ON 20"x 10"P.G.FOOTING I I I- I UNPROTECTED GOMHUSTIBLE J015DTE5EAT PSI "$0 130 �P • IANGES SHALL BE INSTALLED ON "x 12" PG M TERIALS AS, INDICATED ON T�E _ . WI THE GLEARANGES FROM FT (U.0 J -T.O.W.ELEV. = 0'-0' L J APPLIANCE LABEL AND IN THE TOW.ELEV= (-)I I 4 WIDE I�- 11 I ( I I�® MANUFACTURERS,INSTALLATI N II UNPROTECTED GOMBU5TIBLE J�` J INSTRUGTIO r J015T SEAT. M TERIAL5 A5 INDICATED ON THE °° °° I �....� :4 TOW.ELEV= (-)I'-I ' =ANGE LABEL AND IN THE L _J ®� I I I o p PROVIDE FRESH AIR INT MANUFACTURERS INSTALLATION I ( 1 I ( r � TO MEGH EQUIP PER GO �- •� . IN�i1RUGTIONS. 00 00 I -2 2x12 FLOOR JOISTS 2x12 FLOOR J01 T5 HD W OV4- IDE FRE5H AIR INTAKE p 4 I / ® Ib"O.G. ® Ib'O.G. 2-p • MEGH EQUIP PER CODE D _� HD 2x 2 FLOOR J015T5`- 2x12 FLOOR J015T5 I ( I I v J V ® 16" O.G. _ ® 16"O.G. —_ — � � � , � �� � e L �J * BASEMENT SLAB L J � ❑ �.L� O O "T PG. IN.2500 P51 GONG) MIL. VAPOR L .I BA5EMENT SLAB BAS FD1 *4'P.G.SLAB(MIN. PSI r 8 TAMP t FI �f0 q5%DENSITY 0 O ' — —BSL Pa VAPOR FDI I'-0° I ( 14'-2" x 5'-0" ~ b 0 to Q O *TAMP t FILL q5%DENSITY I I �_ Q n �� Q J L — J L — — J ,nI UNFINI ED BASEMENT u' Q 10" b'-p" IS'-0" — `� 14'-2" ( r '-0"CEILING HT. TVP. BEAM POCKET r r- *(12-13)GL CELL SPRAY 4 TVP.BEAM POCKET UNFINISHED BA NT L ��° �° � -I FADE AMID JP ENDS OF GDR 11­_ U r r *8'-0"CEILING L-- J �.-�' OR DRAPED BLANKET FULL FIT POCKETIOR PROVIDE WRAP ENDS OF GDR -1 *(R-13)CLOSED SPRAY — — — — — — L J EXPOSED INSULATION o 1/2" AIR 5PAGE ALL W/ALUMINUM AT I FOAM INSUL AL INSIDE -1 I I HOT WATER POCKET OR PROVIDE L .__I FADE OF FND. RILL HT C TO BEND HEATI R O \ SIDES 5_411 pll Q I/2 AIR 5PAGE ALL OR DRAPED BLANKET — x D _ - 51DE5 O INSULATION L J CODE. r *ALL EXP05W HOT WATER 10" 5'-4" PIPING AND/OR TING DUCTS o -(2)2X12 _ _ _ D.O. I� 4"WIDE J015T TO BE INSULATE N.Y.S. SEAT.T.O.SEAT ° CODE. 2x12 FLOOR J 5 5 _ `� _Q ELEV= 4"WIDE J015T -�"I D.O. 12 FLUSH o ��' = ( /4" I/ " F - u SEAT.T.O.5EAT }-+— - - - - - — I HD • in - q '�' 4'- A 3' b° LVL 61817E ELEV= (-)I-1 Qi l�I� 2 1 LOOK JOISTS, EL ° I -I L � " 2x12 FL J015T5 UNEXGAV. HO 1/4-X-a J/21 I — - I I b"0_,� /'I I ® I6" .G. 4"P.G.5LAB WI r rn n s 6x6,10/10 W W. . UNEXGAV. L 2x 2 FL JOISTS L 1 - ° - ' O' b' 4" ri o r� cd "° •"R S+ o o L- J o MIN.3500Ti FD1 ry o N N M M -4'PL.SLAB WITH ® 16 O.G. _ OR FIBERMESH. Q N N N M f� � N �fj 6 6 10/10 WW.M. 3 `} I'c5 GO - 7 — b" I - 2- " 0" 4'-b" b" r- u� r- OR FIBERME5H. I 62-5 FDI N FD 1N.3500 P51 iv p ry I — J O I ( — - 2"x 10" �- - T -1 SLAB SEAT NG. 4 I 3,-2" r- u, b" 4'-6" i'-0" %2' b" 7'-2" `� I b° 3 I #5 CORNER REBA W/ 4'-0" — r I-0 a� " " FDI 82-5 2 x 10 _ I LEC-6® MIDPOINT HD cn 5LAB 5EAT 5 I FOUNDATION WALL 1'-6" L_ % z z _ a g 3-2 I'-o" i F — #5 CORNE REBAR5 W/ 4-0 z u, u, a HD I LEGS ® OPOINT OF -2 FROM TOP BOTTT M. _ Q T co)z N z z z z z z z , • L ( (2)2X12 FLUSH FOUNDATI N WALL 4 1'$" I o UP 148 of 3-4"° 4"WIDE J015T 5 5 n g FROM TO d BOTTTOM. Ca UNEXGAVATED TYPICAL (2)2X12 FLUSH 2x12 FL l�TS T.T.O.SEAT � � w � w ° ° I U- UP 14R UNEXGAVATED TYPICAL I 6ARA6E 5LAB " v121-611 „ 4'WIDE J015T 3 Ll ARAGE *4'P.G.5LA13(MIN.3500 P51 CONGA - b 14-2 O `fl SEAT.T.O.5E ?x12 F JOISTS 6 SLAB O I REINFORGED WITH bxb,IOAO W.W.M. o ELEV= (-)I'-I " I ® 1 G Cti � *4'P.G.SLAB(MIN.3500 PSI CONG) � OO *TAMP E FILL TO q5%DENSITY � "' N „ b" REINFORCED WITH bxb,IOAO W.W.M. I N. *SLOPE 6ARAGE SLAB DOWN 2' 5 I/4"x q I 10 27-6. 14-211 *TAMP d FILL TO q5%DENSITY o TOWARDS GARAGE DOOR N *SLOPE 6ARA6E SLAB DOWN 2' Q O LVL Z TOWARDS GARAGE DOOR I I O L _ -1 L _ -� HD " 9 I/2" LOW iv I Cn 2xf FL Jol 5IIIL '61Ib O.G.o F_ - --L - J artER L - J B 1-0 B Z B2-5 ( Il'-10" b.. II'-b" 2'-6" 0" W 2 12 FLOG JO/,6T5 �'i B2-5 } B _ I ® Ib"o. . I B b' P.G. FOUNDATION WALL OJ m B2-5 `r lo" 2'-6" II'-b" b" Il'-lo" ( 82-5 W TH DAMPROOFING ON W w "' I "x 8" DP P.G. FOOTING 4"WIDE JOIST • HD w O0 di � b' P.G.FOUNDATION L SEAT.T.O.5EAT 0 a WITH DAMPROOFING ON (I p�OF2WALL 4' ELEV= (-)I'-I " HD 4"WIDE J015T I6"x b" DP P.G. FOOTIN TOP OF WALL I ( �? U SEAT.T.O.SEAT 4 4" i n r W � u ELEV= (-)It 110 DN= -I-2 . . 2x12 FLOOR JOISTS b" o ® I6"O.G. ❑ r- a� �o Q 10" m II'-4" 10" 2'-b" 2'-b" 2'-0" 2x12 FLOOR JOISTS . . I 3 4 w � V. ® I6"OG. o FD1 tr 0 � —11 4 � 2'-0" 2'-6" 2'-6" RIO, ll'-4" m l0" 3 C+ z m FD1 4 2 4 HD O HD di o Z a HD o HD - - - F6T - - - - W D ti 2 I6'-0"M.O. I'-b" 1'-4" I6'-0"M.O. BERT C F T� FD1 LINE OF FRONT OF U ' ?�o ��� O'A FOUNDATION WALL l'-0" 13'-0" I S'-b" I I b'-4" 13'-0" 7'-0" BEDROOM#2 UNIT 14 2 HR SEPERATION W -0 U)\ WALL PER UL#336 / UNIT 74 A A UNIT 73 �F Nei B-2 ALT-2 (MAGNOLIA) B2-5 B2-5 B-2 (MAGNOLIA) j0 UMBER w2016023 SHEET NUMBER - HD- HOLD DOWN MULTIPLE LA GIRDER CONNECTIONS: GENERAL CONTRACTORS AND 5UE9GONTRAGTORS TO REVIEW THESE Q FOR ALL MULTIPLE LYL 61RDER5, LA6 BOLT CONSTRUCTION DOCUMENTS UPON RECEIPT FROM ARCHITECT AND F NDATIO PLA UNIT 74 UNIT 73 DUET CLUSTER u) 2a REPORT ANY AND ALL 015GREPANGIE5 INGLUDING ANY DIMEN51ONAL OU N N AB=ANCHOR BOLTS® T06ETHER W/ 1/2" BOLTS @ 2'-0" O.G., 2° MIN, CONFLIGT5, IMMEDIATLEY TO ARCHITECT FOR CORRECTIVE MEA5URE5 1/4��=1'-0110 � 5W N FROM TOP BOTTOM, MIN. 4" FROM ENDS PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. DIMENSIONS (B- 2 ALT- 2 ) (MODEL B- 2 ) FOUNDATION PLAN W SHALL BE GALGULATED AND NEVER 5GALED UNLE55 OTHERWISE NOTED. o COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED LINE OF REAR 38'-4" ¢2 HR PER UL# 36 38'-8" H COVERED PORCH WALL PER UL#336 Z ® UNIT 13 W E 10" SQUARE HB6 PERMA — — — — O GA5T COLUMN#46382 W/ 10" SQUARE HBrf G PERMA —( 2X6�. _ _ _ U A GA5T COLUMN #46382 W/ I O SQUARE FLAT GAP 4 BASE A 11 p U 2" SQUARE FLAT GAP d BASE I bxb P.T.P05T WITH �..� (OR EQUAL) - CORNER 62-5 62-5 bxb POST WITH — ISA — — —� 4�1P•TI-611�R COLUMN TO BE PROVIDED 14-2' I p � N bxb P.T.P.TN BG52-3/6 POST (OR EQUAL) -CORNER 1 1 51MP50N BG52-3/b P05T ' 14'-2" I W/SPLIT KIT I 4 COLUMN TO BE PROVIDED , 1 I GAP ANCHOR 151MP50N `� 0 GAP ANCHOR 151MP50N o W/SPLIT KIT �I I I I ABU6b P05T BASE(TVP (� V AB"P05T BASE(TVP 2'-0" I 13'-2" I II'-0" 14'-2" 14'-6" II'-O" 13'-2" 2'-0" -ALL COLUMNS) o N p o -ALL GOLUMNS) COVERED l2)3olb TR (2)3016 TR �j — N} AL16N TOP OF GOVERED I "w z - I I o (2)3050 DH (2)3050 DH a ' ' Z U �' ca MPORCH JE6� - I ® 6-01 HD HT 0 V-0"HD HT ' '"50M5 PORCH I I O w M 1 n I 1 I w 1 n I I I ' 1 w , n 1 " 1 x XI 1 n 1 w U O N 5-6 5-b 6-10' l-4 l-8 6-10 5-b 5-b N 6-1 b-7 1 0 - ALIGN TOP OF iy 2 I _N 4 ❑ M O 19 V IV I I TRANSOM5 I X (2)30 6 TR (?) 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L.OR W/ I6 TR (2)2XIO HDR J HD L — - L — — — J _ _ _ _ o I 3050 DH _ _ 4 a ROOF TT2U55 61 ^ _�__ TRU55 GIRDER Iq ' Ln 1 (2) la" 51 LIGHTS `�' 8�� I � m r — — — -Ir — — — -1 4 (2) 2X HDR 4 1 n L Jr — �, � DI = i 3150 DH o = \ / II-0 GEILIN6 Z 4 I L - - -�° — J HD / � — O ROOF TRU55 GIRDER _ _ _ ROOF TRU55 GIRDER _ _ — — 0 \ / BREAKFA5T 2 525 x II 1/8 L HDR J DI r - - - - - - - - N - - -I Q ( )2X1 HDR I �Iq / AREA " " U — — — II'-001 CEILING \ l_ — — — — — — — — -� /_ m = HD a " BREAKFAST \\ /7` I D1 14'-011 1 4° 21 /�1I 41 211 �I OII 14 V■ /NAr m 525" II 1/8'LVL HDR � AREA \ / I I -V V = I 2816 TR® Z — — — U m 6° 14'-0° 3'-0° 41.211 2'-0" 4" I- 14'-0' 21Di 1 �, = I I 8'-08�HT= O 2816 TR® I I I I 13'-0" Y CEILING I I 'D L -� o im O 2852 DH I I = Q 21 c I I I I MA5TER EDROOM 1 F--� � Ln 8'-0'IVHT LJ _ DI I I I 1 1 3 1 � 13'-O"TRA GEILIN6 I ( I I I II II'-0" ILIN6 FIREP PRE-FAB E Z M MASTER BEDROOM 12 I I o L--J� 6REA ROOM ❑ Qji m II'-0'G ILIN6 II D I I I ;fl I I I I m zo Q FIRE-FAB E GREAT ROOM IL__J - I I I III,)'GEILIN6 4 I I I I K TGHEN I TEMP DRS, °° °° ENERGY ui CN II'-0"GEILI 6 I I I I I I I RA15ED HEARTH Z TEMP 6L DRS, I. ENERGY CODE STANDARD: PRESCRIPTIVE PATH AND ALL SECTIONS OF I KITGH N °O °° ENERGY CODE AS THEY APPLY TO ENERGY COD AR BEIN FO OWE I I = O RAIS D HEARTH I I I I 41 " / -01 4° 51.011 4" \L ill 411 I 6, n All I6'-4" b" 2_0. o w 2. ALL CON UC N L OMPL WITH T1iE 2015 INTERNATIONAL ENERGY I I _ _ _ _ _ _ _ J i`} `f m CONSERVATION CONSTRUCTION CODE. THE AUTHORITY HAVING JURISDICTION 2816 TR® W SHALL BE PERMITTED TO DETERMINE AN ENERGY EFFICIENCY PROGRAM TO „ I / " \ `r _ ;� EXCEED THE ENERGY EFFICIENCY REQUIRED BY THIS CODE. 2'- 11 b" I b'-4" 4 b' 6"10 4" 3' 4 5'-D" 4 5'-0"\ Mp b� 1 I 6-0"8HO 52 HT N p 3.A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND Q 2816 TR® I I Q 'v m V J POSTED ON A WALL IN THE SPACE WHERE THE FURNACE IS LOCATED. % 2852 DH C a — — — 10' "GEILIN6 T I m ID'-0'C. LING " l " 1 1_ 11 " 12 ❑ F+i O CERTIFICATE SHALL COMPLY WITH IRC N1101.14. 1_ N 8 0 HD HT L J `'gs8 bbd �WIGL ICL bbd / 4 -0 4 2 a DI 4.ATTIC OR CRAWL SPACE ACCESS SHALL BE: WEATHERSTRIPPED AND `t LIN. PANT. N INSULATED TO LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING 12 10'-0"GEI IN6 I -I SURFACES. DI 41_2" 4" 21-011 411 WIG 0'�"G (LING I I 'r' 5.INSTALLATION - THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE WIGI — J 1 PANT. LIN. ��° SHALL BE INSTALLED IN ACCORDANCE WITH THE CRITERIA LISTED IN TABLE � �- —1 � I 1 � 411 p b' W 4' Q � L .J = 402.4.1.1 WHERE REQUIRED BY CODE OFFICIAL, AN APPROVED THIRD PARTY SHALL INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE. I I v L — J _ W-C)"CEILING I y1 r �(3)21852 DH Q 6. TESTING - BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED I I Q W D � I WC ° `� DINING AREA �, I I I e'-0'HD HT cU) HAVING LESS THAN OR EQUAL TO 3 ACH50 IN CZ4A, 5, 6A TESTING SHALL (3)2816 TR® I L J I - �' 4 b 4 cD I I Z U BE CONDUCTED BY AN APPROVED THIRD PARTY. C3)2852 DH r 5 11'-0"CEILING o 0 22"X ® (2)2668 I : L J W 8'-0"HD HT J DINING AREA `r `� Z 3D"ATTIG 10'-0'CEILING 5D �' ® BIFoLD I 10" SQUARE HB�6 PERMA 7.DUCTS - SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO I I I O6015% WC © X65 �e m sD il DOORS n, A MINIMUM OF R-8 AT 3s OR GREATER IN DIAMETER AND R-6 AT DUCTS ( I '- MASTER e be I 1 I I CAST COLUMN #46382 W/ LESS THAN 34 IN DIAMETER. I L J x I (2)2668 ® HATCH I BATHROONf9 v " SQUARE FLAT GAP d BASE 4 -1 U 10" SQUARE H64C PERMA r -1 ry d? BIFOLD ®5D d? bbd 10'-0"CEILING ON 4R 21 G (3)2X6 I I I (OR EQUAL) -CORNERED p sA DUCTS SEALING - DUCTS, AIR HANDLERS AND FILTER BOXES SHALL BE ,n in br-O, m ,fib © " n " DI POST L J COLUMN TO BE PROVIDED SEALED. Q GA5T COLUMN #46382 VV I I I MASTER 4 10-4 4 3-4 3-10 4 4o SQUARE FLAT GAP 4 BASE = N W/SPLIT KIT 8. DUCTS TESTING - DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR (OR EQUAL) - CORNER I 1 (3)2X6 21 `G `r 6BATHROOM — — — — —LEAKAGE BY AN APPROVED THIRD PARTY. COLUMN TO BE PROVIDED L -I P05T D1 o I — — — — — 04" 3'-1011 411 31_411 4" ID'-4" 4" GL. ,lo'P .a 1z 9.BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. W/SPLIT KIT —� N "x _0118,-0„ -011 10.MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS >105F 6 — — — —_ —_ —_ —_ — :D ?� GL. Q SHWR PAN X q'-0"50. I(�iWYEREDDEGREES OR <55F DEGREES SHALL BE INSULATED �° � `r016, TIIR� w PTN ON 2X4 NOT)= '�` I I�ORGH I I- 5( ) 6WITH R-3 MINIMUM. ' r 8-0x I KNEE WALL II'-0"CEILING= I I I DI 3 2x HDR 1q _ GOYERED I X q'-0"50. SHWR PAN ` 1— 3060 EXT INSUL DR 2868 INSUL DR- 11. MECHANICAL VENTILATION SHALL MEET THE REQUIREMENTS OF THE cn I FOYER r N I I " IRC/IMC 5016 TR DI 11 1 PORGtN I NOTE "5". 1 1z 1zI RATED W/SELF SIDELI6HT5 DR TEMP. GLASS R MIN FIRE 5 4 W/(2) 12 Q N N N fM h r N 12EQUIPMENT SIZING - PER ACCO MANUAL ., BASED ON LOAD :D 3080 EXT INSUL ►- I I II'-0"GEILIN6 o r N N ri CO tD r a— 1 _ (4)2xb POST 11 GLO51N6 DEVIGE " n „ CALCULATED PER ACCA MANUAL J AS PROVIDED BY A THIRD PARTY HERS *' W/(2) 12" 51_411 I 1 FOYER �_2586 1 1N�L�DR I I PTN ON 2X4 � 6 3-4 4 10-0 I b I -4" RATER. SIDELIGHT5 N N I KNEE WALL I (4)2xb P05T 002 bxb P.T.POST WITH RA W/SELF I 1 HD 51MP50N BG52-3/6 P05T 131JGHTING - A MINIMUM OF 75% OF PERMNJENTLY INSTALLED FIXTURES II I I GL NG DEVICE _ _ _ F TRI1S5 GIRDER _ _ _ _ _ _ _ _ _ cn q2 ,q" 31_411 /_l1 10'-0" 4" 3'-4" 61l I III ABU66 P05T BASE(T'(P MUST HAVE HIGH-EFFICIENCY LAMPS. V bxb P.T.P05T WITH 602 (4)>�tb POST III -ALL COLUMNS) CO) co 14.ALL HVAC, PLUMBING AND ELECTRICAL SYSTEMS SHALL MEET THE IRC 51MP50N BG52-3/6 P05T HO z I I' I ® LAY o m g z CHAPTER 11 ENERGY EFFICIENCY, INTERNATIONAL MECHANICAL CODE, AND GAP ANCHOR d SIMPSON - - _ _ _ _ _ _ RDOF TRU55 GI _ _ 50 WC Iq cn a g INTERNATIONAL ENERGY CONSERVATION CODE. IT SHALL BE THE ABUbb P05T BASE(TYP - I I TWO GAR GARAGE Gam- 4 DI m ;� o 65 0 0 0 o o z � wW RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SUBMIT IN DETAIL THE cn -ALL COLUMNS) I 1 * 11-a f - © I 11 n J F- 1 o L V ® I 1 4 P.G.5LA8(MIN.3500 P51 GONG) Q 6 3-4 4 0 4-b 4 EF 1 8-b 6 ®8'-030 AWN S 5 5 j CO 5 a N DESIGN, CALCULATIONS, DRAWINGS, WRITTEN STATEMENTS OF THE cn 19 WC 5D TW GAR GARAGE I I REINFORCED WITH bxb,IOAO W.W.M. '� 'L ID-0 CEILING C w Iu w Cu w MECHANICAL, AIR CONDITIONING, VENTILATION, HEATING SYSTEMS (NEW, DI GL. 5 *SIAPE GARAGE SLAB DOwN 2' t m w w x w w w o5 oh U ;D ;D Q *4"P I SLAB(MIN.3500 P51 GONG) III Q 'ti EXISTING OR UPGRADED) STAMPED BY A PROFESSIONAL ENGINEER IF © w „ �-2 p TOWARDS 6ARA6E DOOR BATH #2 O cn 11 I 11 11 I 4 l n (j R£INF ED WITH bxb,IOAO W.W.M. I N ;t co 3030 AWN b 8-6 EF 4 4-6 3-4 I *i"TYPE"X'GYP BD ON GARAGE REQUIRED BY THE OWNER OR BUILDING DEPARTMENT. Q * GARAGE 5LA5 DOWN 2' 0 6_0"HD HT l 2 8 a I I WAILS I GEILIN6 0 15.ADDITIONS, ALTERATIONS OR RENOVATIONS: SHALL COMPLY WITH IECC m 10-0CEILING �, TO GARAGE DOOR i N ' 0 BATH #2 e *�" 'x'GYP BD ON 6ARAG£ � I( *I"TVP£"X'GYP BD ON INT of LIVING v �'e�. v HD c 2015. UNALTERED PORTIONS OF THE EXISITNG BUILDING IS NOT REQUIRED m GEILIN6 N 1 5PAGE COMMON WALL5 TO 6ARA6E 6 TO COMPLY WITH THIS CODE. 9 * ' "X'6YP BD ON INT OF LIVING III 0 16.MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR H �r 90 � 5PAG9 WON WALL5 TO GARAGE � 1 I= 6 ® 1q B EACH SEPARATE HEATING AND COOLING SYSTEM IN ACCORDANCE WITH D ebb H I I ® 11 sY 62-5 I b"(R-21)BAITS yD DI 62_5 SECTION N1103 CONTROL SYSTEMS. (E01q, gs ®5D 1 1 3 L-! 1; 8 Z17.ALL EXTERIOR WALL/FLOOR/CEILING JOISTS SHALL BE AIR SEALED AND B GL. Q :I I iy I I B `� II'-0'GEL NG W INSULATED IN ACCORDANCE WITH TABLE R402.4.1.1. APPLY A FRESH BEAD B2-5 `''111 N ^III BEDROO #2 a �' 010 b'(R-21)BATTS I �I 0 OF CAULK TO THE TOP AND BOTTOM PLATE IMMEDIATELY PRIOR TO 19 } INSTALLING INTERIOR GYPSUM WALL BOARD. 11'- "GEILIN6 c^f�)I III i— 4� Iq DI 611 6 HD O m �o 1 DORMER WALLS 1 1 IS'-0" 12'-011 " 2'-b Q w Y HD . BEDROOM #2 w I L ABOVE L I la DI 1 "_' w w Q —2'-6" 6" 12'-0" b" DI 1 IS'-0" I DI 411 ;fl 16010 OH DR - Z v 2015 IRG- 62421.8 (503.8) 1 _� II I I _ HD 5 I/4'x Ib"LVL HDR HD f U O �' VENTING 5Y5TEM TERMINATION LOCATION.- I 16010 OH OR 1 D/21 Q D/21 W n THE VENT TERMINAL OF A DIREGT VENT APPLIANCE WITH AN INPUT OF �, e _ _ _ __ _ _ 0 N 1 p O 10,000 BTU PER HOUR(3KW)OR I F55 SHALL BE LOGATED AT LEA5T r- HD 5 1/4"x 16'LVL HDR :o HD D1 Q 2-1 ❑ 6 FROM ANY AIR OPENING INTO A BUILDING,AND 5UGH AN APPLIANGE WITH AN INPUT OVER 10,000 BTU PER HOUR BUT NOT OVER 50,000 BTU PER HOUR SHALL BE INSTALLED WITH A q INCH Q DI 2 I 0/21 o a V_ ISEAT 0 VENT TERMINATION CLEARANCE,AND AN APPLIANCE WITH AN INPUT FW-2 DI a HD HD OVER 50,000 BTU PER HOUR SHALL HAVE AT LEAST A 12 INCH VENT =J (2)2X10 HDR } (2)2X10 HDR m TERMINATION CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND g 0 — — — ::11— z J THE AIR INTAKE 5HALL BE LOCATED AT LEAST 12 ABOVE GRADE. HD HD F- -1 L — — (2) I6 TR J :o Z � v Ev L — (2)30� TR J A Iq (2)3 DH(2) O DH 19 I A ® 8'-0 HD HT DI LINE OF UNIT14® 6-0 HD HT pi B2-5 411 2-5 D1 4'-O" 4'-0" BEDROOM#2 Q 2015 IRG- R312.2.1 l FW WALL BEYOND RSD R b'-6" b'-611 I-O Ib'-0" R.O. 1'-4" I'-4" I6'-0"R.O. I-0" 21-b" 81_011 21_6" U IN DWELLING UNITS,WHERE THE TOP OF 1'HE SILL OF AN OPERABLE � mea d�RT Cyd � WINDOW OPENING 15 LOCATED LE55 THAN 24"ABOVE THE FINISHED Q ,IC._- I % I 11 I n I II 1 N I II ll I II 1 II FLOOR AND GREATER THAN 12"ABOVE THE FIN15HE2 GRADE OR 2'-0' 2-b 2'-b 13-0 I S-8 IS-4 13'-0 2-b 2-6 2 OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: W Ya. OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO 36'-4" 2'-O" fV P,k%THROU6H THE OPENING IN ITS LAR6E5T OPENED P051TION. *FALL PREVENTION DEVICES THAT GONIPLY WITH ASTM F 2090 UNIT 74 FLOOR PLAN �2' (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO FLOOR PLAN UNIT 73 °���� -� RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY ....� { .... ............ OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING AREA OF T14E B-2 ALT-2 (MAGNOLIA) 1/411=11-0" LIVING AREA= 1,5a9 �. FT. � 2 HR PER #TION �_2 (MAGNOLIA) 1/4"=1'-0" LIVING AREA= I, qq 50. FT. JOB M6E_IT WINDOW UNIT TO LE55 THAN 5.15MARE FEET. GARAGE AREA= 31150. FT. PER UL# GARAGE AREA= 31150. FT. COVERED PORCH AREA= 250 50. FT. COVERED PORGH AREA= 250 50. FT. w 2016023 NOTE R: ONE CARBON MONOXIDE ALARM IN NEW ONE �"� EF =EXHA16T FAN: GENERAL GONTRAGTORS AND 9UBGONTRAGTOR5 TO REVIEW THESE U) SHEET NUMBER AND TWO-FAMILY DWELLIN65,TOWNHOUSES 5TAIR MANUFAGTURER TO MULTIPLE LVL GIRDER GONNEGTION5: 50 GFM INTERMITTENT OR NOTE "V": CONSTRUGTION DOGUMENT5 UPON RECEIPT FROM ARGHITEGT AND UNIT 74 UNIT 7 3 DUET CLUSTER = NOTE: PRE:-ENGINEERED ROOF HD= HOLD DOWN AND DWELLING UNITS IN GROUP R-2 DESIGN STAIRS TO ME=T ALL © 2O CFM GONTItNJOIJr I'ALL DRYERS TO BE VENTED W TRU55E5 W/ 12" MIN. HEEL BUILDINGS(GOND05 4 CO-OPS)AND UNIT5 APPLICABLE GODE5 AND TO FOR ALL MULTIPLE LVL 61RDER5, LAG BOLT TO OUTSIDE AIR PER GORE REPORT ANY AND ALL 0I5GREPANGIES, INCLUDING ANY DIMENSIONAL ALL WINDOWS SHALL BE REPORT ANY D15GREPENGIES I GONFLIGTS, IMMEDIATLEY TO ARGHITEGT FOR GORREGTIVE MEASURES, z HEIG5HT5 (U.O.N.) @ 24" O.G. VFFERm FOR SALE IN THE IMMEDIATE TOGETHER W/ I/2 BOLTS 2-0 O.G. 2 MIN Got CARBON MONOXIDE ALL PROVIDED TO BE B- 2 ALT- 2 ) B- 2 ) FLOOR PLAN ANDERSEN 200 SERIES ©° TEMPERED VICINITY OF BEDROOMS,ON THE LOWEST AND CONFLIGT5 TO THE ® DETECTOR PROVIDED WITH DRAIN PANS PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL U) B2 � 3 DE_iIGNED BY TRU55 ENGINEER GLAZING FLOOR LEVEL CONTAINING BEDROOMS. FABRICATION. PRIOR TO STAIR FROM TOP BOTTOM, MIN. 4 FROM ENDS 9,vKE DETEGToR BE GALGULATED AND NEVER 5GALED UNLE55 OTHERN15E NOTED. W FABRICATION. p COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WOOD ROOF TRUSS SPECIFICATIONS: INSTALL IGE d WATER SHIELD PER NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO Ib'-2"GABLE WIDTH F-- MANUFAGTURER'5 5PEGIFIGATION5 TO MAINTAIN BE USED, WHEN ROOF TRUSSES ARE SPECIFIED bxb P.T.-3/6P05WITH _ W PRODUCT WARRANTY AS THE ROOF FRAMING MEMBERS. Ib'-2"GABLE WIDTH SIMPSON BG52-3/b POST E ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING GAP ANCHOR 51MP50N Q ° 2 NOTE: LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN /—CAP bxb P.T.P05T WITH ABUbb P05T BASES Q .� U m APPLY ICE WATER SHIELD IN FAIR WEATHER WHEN THE AIR,ROOF DECK PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING 4 51MP50N BG52-3/b P05T — — _ _ rr ,� 2 AND MEMBRANE ARE AT TEMPERATURES OF 40°F(5°G) OR HIGHER. CODE. - o ANGHOR 151MP50N _ _ _ _ _ Z ^V a :oc ABU66 P05T BASE(TVP I —(3)�P. — D O- O �J�/ ` PRE-ENGINEERED ROOF -ALL COLUMNS) L � rv—�_ L TRu55E5 PER TRu55 MANUF 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE A A 1 1 0 cn STRESS DESIGN: - —D.O� — (3)2x8 P61R _ B2-5 I 62-5 II'-0" PL HT. I I II'-0" PL HT. w V o ca" D (EQUATION 16-8) 1 cn .�..+ N} I I'-0" I 12 12 1 - � 1I-0 PL HT. I I-0 PL HT. OH' IOH. Z L_ w 5 M SIMP50N STRONG-TIE D + L (EQUATION 16-9 ' " a I— a MT5 5TRAPPI%(LEN6T%VARY) D + S (EQUATION 16-10) " I ( I I I O GONTINUOUS WALL SHFATHIN6 TO D + .6W (EQUATION 16-12) 1 12 12 1 I I�D NO "R' o N co TOP of rRu55 H� D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) OH. a a IOH. I I 4:2 HR PER # 3b ryl O ❑ U �, M WALL PER UL#33b _ HEEL HEIGHT VARIES-SEE TRUSS PRANINC75 FOR D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = 1 NO 'R' I�pI HATCHED AREA INDICATES SEE DETAIL VFW-2 NII Icp c� ACTUAL HEEL HEI&HT5 LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL I '- LOCATION OF FIRE RATED ROOF m ( o a BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30I Ia_ 4 WALL 5HEATHIN6,4'-0'FROM4 Iry OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND �' I INI I 11'-0" PL HT. 1^) SPEED (101 MPH BASIC DESIGN WIND SPEED) IN I� I m 4 2�1 I'-0" _j ( ' EXPOSURE CATEGORY B. X) I I = ALIGN FASCIAS pH I- _ � 1 I.! I I It-O" PL HT. VARIES ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE �I L - - - - - - �� — 1 " ALIGN FASCIAS FRAME /j// %// o NR I I Z FOLLOWING DESIGN LOADS: 1 I OH. / // //. - I ' O \ TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND NOTE .R� / j �� _ _ _ROOF TRD55 61POER _ _ _ _ ROOF TRU55 61RDER _ F- LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD I I _ UP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15 GUTTER PSF, BCLL=10PSF, AND BCDL = 10 PSF. PROVIDE t_ 2 ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE - _ 5 GIRDER _ _ _ _ ROOF TRUSS GIRDER U) e'FASCIA BD SI-4 NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. 1 — — j/j j /j/ — — — / 0 // / // /// / 12 12 U TRUSSES SHALL HAVE,A MAXIMUM TOTAL LOAD � _ — � —I \ '/ /// / %/ // qI— // / a DEFLECTION OF THE LESSER OF L/360 OR .75°. — — //j j/j j %/j j%j � O 12 W TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO / I � G C, ~ VENTED VINYL SOFFI - ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR I �;j j%/ %j j%j/j ( SSL Z Tm TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL 12 // / / I ❑ Qji V INCLUDE THE FOLLOWING INFORMATION: a / I i I- 1'� 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. n ( ///// ///j/ Y GEIL. IN .BEARIUG 2. LOCATION OF ALL JOINTS. , j j j j/ BELOW rNNNNNNI 3. REQUIRED BEARING WIDTHS. -� INT.BEARI 6 I /' //. / /// // b LEADER TO DRYWELL- TYP 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. TRAY GEIL. / // / / // OR 4.2. TOP CHORD DEAD LOAD. F-1 4.3. BOTTOM CHORD LIVE LOAD. 4.4. BOTTOM CHORD DEAD LOAD. OH. O 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. ' — F- Fri w 4.6. CONTROLLING WIND LOADS. I I I //////j /1'///j/// FLU5H ROOF5 w U) 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR 1- %/ /// /// ///�DETAILDESIGN VALUES FOR CONDITIONS OF USE. I I I cv — / %//j%/ /%� /%/ 0 ` 6. EACH REACTION FORCE AND DIRECTION. -I FLU5H ROOFS L L J 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, X// — — — ❑ O NOT TO SCALE THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION " x// B2 -4 OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLYJ�� — — — LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 7 / NOTE GA MIN THICKNESS GRADE A GALVANIZED STEELFA6 INSTALL HALE OF PLATES. I N ,N' -�ITl / RIDGES TO [� ENOlOF NEAGH a 8. LUMBER SIZE SPECIES AND GRADE FOR EACH / / / / //// I AUTO / F- L ' ' I— IDLE ( // // / // -1 Q 0 o MEMBER. I T g /j j//// / // RIDGE W/VENT 9. CONNECTION REQUIREMENTS FOR TRUSS TO I I ////j / /j — — 12 o GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD �— / / / a Z SPLICES. TRU RIDGE W/VENT / // / / //. 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. W ° III-011 PL HT. 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS a 2 — — / / / — — ° ° MEMBERS. 12. REQUIRED PERMANENT TRUSS MEMBER BRACING °1 °1 / / / // . 2-4 U O (� / // 5r,�aoN STit�S Q II'-0" PL HT. ° -TE M LOCATIONS. �— — — j /j j j/j jj// ° ° /j/ /j// * I-O 0 * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH /// // // // ° / / / (3) 2X6 P05T OH. ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND / / / / SIMPWN 5TRDNEi TIE MANUFACTURE OF METAL-PLATE-CONNECTED WOOD CARRY IGE d WATER SHIELD arts STRAPP�rr6 I o FOR MIN OF 3'�"ALL ZW TRUSSES SHALL COMPLY WITH ANSI/TPI 1. THE TRUSS OH! fyJ��il�14-loa DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY (3) 2X6 POST IRE6Ti0 TION // — — — (rorAL) A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF _ _ FT�L SHALT ROOFING / I //// NEW YORK. �Ij/' �- — * ROOF TRUSS DESIGNER TO ADJUST HEEL HEIGHTS, _ _ _ — v I� �1 PROVIDE IGE SHIELD / j//// f,�, — — I �N M o — ,rq co ON ENTIRE DO ROOF FOR / 7� // Q N N N ri r� ri U5E IN GOMBINATION ONLY DETAIL 2 OVERHANGS, AND ROOF PITCHES SO THAT FASCIAS AND I -� — I /� SHALLOW PITCH / /// /j /T __ �' 1_ I ° N N M M RIDGES ALIGN AS SHOWN ON ELEVATIONS AND SECTIONS. _ WHEN 5TUD5 AND'RAETER5 * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH I I — THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT I N I — - /// /// r p I- s DO NOT ALIGN NOT TO SCALE B2 -4 WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING IN, '/ / / 12 ASSEMBLY TO INSURE TIGHT FITTING JOINTS. r — /// / * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER I�I I '� ////j/// / / /// I I / / / C� bxb P.T.P05T WITH ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. ' - - I /j///j/ /j///j/� ( 51MP50N BG52-3/6 z z THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND ( I 5TANDIN j/////%/ /j/ j// TRUSS GIRDER — P05T GAP ANCHOR d g / _ _ _ _ _ _ _ _ _ _ _ _ ROOF TRL-6-61RD �n a g - _. T / a ME AL� � z / - z cn m 51MP50N ABUbb / P05T METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR bxb P.T.POST WITH - — - // /// /// '// — �� T z z z o z z z N SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN 51MP50N BG52-3/b I L ( / / /j/// — I - BASE(EYP-ALL o 0 o a- o o g JLLI _ a � m m m Co/ Q m / G UMNS � DESIGNED AND INSTALLED TO PREVENT ROTATION AND POST GAP ANCHOR d � / / —I I—R00F-TRU55 61 TRU SI / / / // / I 5 5 > w 5 5 - - - - - - - r� // / J W W W J W W `' N J PROVIDE LATERAL STABILITY IN ACCORDANCE WITH 51MP50u ABU66 — / , POST BASE / (TVP / ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA / I o / / OH. co SIDEWALL ABOVE ALL COLUMNS o N BUILDING COMPONENT SAFETY INFORMATION (BCSI) GUIDE I LOWER ROOF TO GOOD PRACTICE FOR HANDLING, INSTALLING & L — 04 BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. IOH. I * I N PROVIDE APPROPRIATE CONNECTOR AT BEARING POINTS ,// /// // / � — — OF ALL ROOF TRUSSES TO RESIST UPLIFT LOADS SHOWN / / / � — il - / / / 2 HR FIREWAU. BELOW ROOF / / NOTE: ROOFS / TE I / z ON TRUSS DRAWINGS. HT.— * IIOP HT. CARRY TO UNDERSIDE OF L / II / - J A ROOF SHINE E5 AT 12 ! HEAVE L * AL / TRUSS MEMBERS SHALL NOT BE CUT NOTCHED, C / II � _ HIGHEST ROOF SHEATHING - IE D L = INTERSECTION OVER IGE 5H L S Z ED SPLICED D OR OTHERWISE TER DRILL SLE SE AL ED IN ANY WAY 4 MEMBRANE - CARRY MEMBRANE MIN. 24"I Tl'P. — In // //vl // /// - 20'-3"HIP PL HT I NOTE R �- ( I = o B W U WITHOUT THE APPROVAL OF A REGISTERED DESIGN t- ` ;;" :::? '°'; ::' / / // // OUT IN ALL DIRECTIONS OF I I I I I cy PROFESSIONAL. << I `n - - - - _- -- -- -- - --- IL INTERSECTION I I * THE CONTRACTOR IS RESPONSIBLE FOR H .� + ° `I ``` ``'` N _ O m THE MEANS Q oH. L _ o NOTE"RT _ AND METHODS OF ERECTING THE TRUSSES. THE In w ° 2"_ I LJ< CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY 82-5 II-0 PL HT. I I I z. : : // // // / 4 0 2444 DH IN o, w w I W J -0 // // N I — LL1 w W< I BRACING HAS BEEN DESIGNED AND INSTALLED FOR THE ON. I I ��I p a x Q 12 12 / /. /// /, 10-0 HIP WIDTH -9 PL HT U ° INSTILLATION OF THE TRUSSES. I / // / / r In Q_ I I 11 ROOF TRU55 - 12 12 I O w...... .... � I / HIP RAFTER, 8'-a" PL HT. SIMPSON HGP HIP b // /// S ❑ SEE PLAN ABOVE FLOOR GORNER TIE I 31 I — / / / // �, o I I-0 PL HT. �, \'NS�, 'd OH. _ l.' v LLI U / 51DEWALL ABOVE LOWER � v ROOF I-O NO 'R'1 14 o o i///// FRAME pH, �� z m OH. I I N '/ /j OH. —12 12 w a iNl� ' I a-0 PL HT. IIF__ 11 11 I I'-0" PL HT. Z a -0. 11-0 PL H . 1�—SEE DORMER PLAN AT 0 ° ° co 11,-0" 13-8 DORMER PL HT 3 IABOVE IST FLOOR , p OR 4 b' b.. o 11'-0" PL HT. - FALSE DORMER TO BE I Q'-0" FRONT GARAGE II'-0" PL HT. �=OH = ��� D i r'C, BUILT OVER LOWER ROOF WALL PL HT.ABOVE FIRST FLOOR ;� o ry o U cir , . 4 - TRU55 R106E W/VENT ' II CL 2 HR 5EPERATION WALL R UL#336 ".. /�� HALL I I q-0 4-10 8-4 5'-2" W- XTR I V Y`4�1 .� GABLE END DETAIL SEE AIL I/FW-2 UNIT 73 - ROOF WEAVE DETAIL 4 AREA OF ONE ROOF UNIT 74 A A � 3ti1 r TOP p BUILT OVER ANOTHER B-2 (MAGNOLIA) ❑\ TOI- PLATEHIP B2-5 82-5 023810 O r DETAIL NOT TO SCALE B-2 ALT-2 (MAGNOLIA) B2 -4 CONNECTION B2 .41 OF NE J B NUMBER GUTTERS 4 LEADERS INSTALL IGE AND NOTE R: 2016023 ALL GUTTER5 1 LEADERS SHALL BE BAKED HHITE ALUMINUM .032" NOTE 0: NOTE 5: PRE-ENGINEERED ROOF UNIT 74 UNIT 73 DUET CLUSTER MIN. GAUGE, HATER SHIELD PER � SHEET NUMBER GUTTER5 SHALL BE 5" SEAMLESS, 0.6. STYLE W/ ALL PRE-ENGINEERED OVERLAY PRE-ENGINEERED SCISSOR TRU55E5 H/ I2" MIN. HEEL ROOF PLAN MANUFACTURE'S = RELATED $ REQUIRED ACCESSORIES. LEADERS SHALL BE MIN. ROOF TRUSSES ® 24" O.G. ROOF TRU55E5 ® 24" O.G. HEIGHTS N.O.N.) @ 24" O.G. ALT 2 aSPECIFICATIONS TO (B- 2 ) (MODEL B- 2 ) ROOF PLAN2x3 , .027 GAUGE W/ GLIP5 $ ANCHORS. CAULK 4 SEAL ALL MAINTAIN PRODUCT DE5IGNED BY TRU55 ENGINEER DESIGNED BY TRU55 ENGINEER DESIGNED BY TRU55 1/4 =1 -0z JOINTS. PITCH GUTTERS MIN. I/8"/FT. PROVIDE P.V.G. RECEPTORS WARRANTI, ENGINEER � S" ABOVE GRADE TO RECEIVE LEADERS (CLOSED GAP DESIGN). B2 � 4w 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED OPTION#I ®o CODE SECTION Lobb-EXGEPTION 4: 4S"MIN 48" MIN U H DESIGN FIREWALL MAY TERMINATE AT UNDERSIDE ROOF OPTION#2 SECURE ROOF SHEATHING TO G-RUNNER TRACK SHEATHING IF FIRE RETARDANT TREATED CODE SECTION 106.6-EXCEPTION 4: 2'G-RUNNER TRAGK2"-CAULK FOR OPTION#I W WALL RATING - 2 ]FIR. SHEATHING 15 INSTALLED FOR A DISTANCE OF � FIREWALLS MAY TERMINATE AT THE SMOKE T16HT JOINT OVER � 4'-0"ON BOTH 51DE5 OF FIREWALL UNDERSIDE OF ROOF NON-RATED FINISH RATING - 120 MIN. V SHEATHING PROVIDED THE ROOF 15 METAL EDGE FLASHING U STC RATING - 6� (SEE ITEM 7� 48" 48" PROTECTED WITH 5/5"TYPE 'X" OPTION#2 p rte,, V GYPSUM BOARD DIRECTLY BENEATH SECURE WAU CSHEATHIN6 TO TYPICAL ROOFING z THE UNDERSIDE OF ROOF SHEATHING .. ` AND 15 SUPPORTED BY 2'LEDGER5 ROOF TRU55 O o 0) cc EXN X -EX XATTACHED TO THE 51DE5 OF ROOF U U > I ,' FRAMING FOR A MINIMUM OF RAKE DISTANCE OF 4'-0"ON BOTH SIDES ��- _ _ _ o N} OPTION #2 OF FIREWALL.ALLOW NO OPENIN66 IN TYP -------__-- - -- ___ ____-- !E a?z 2' H STUD TRACK AN r' ♦ / Y (' G U K FOR SMOKE TI H ROOF WITHIN 4-0 OF FIREWALL G D G -F'x T' �x Z U �' "' J I T Ol/ER EACH SIDE.MINIMUM GLA55 B ROOF L '1 Q w Cl) t;;,>!,t, ;,,>....,.,>,».>,».>•». ..,.. ,.»>. .•••.••• ..,.....,»...:`u.>.> ..._..... +` ;'; ,.. ......,.a....._......___._.... 2 TUDS CONTINUED TO IDE ROOF 55B® 24'O.G. SHINGLE TO BE INSTALLED 12D�TIDALLY 4 12"HORIZONTALLY L O L ���' 4 .> > . - ((NN _ AL FLASHING: U .,u"t.. » .r .. .....n µ+Nl, nnn,.-_N.nnn .uVnnN.n .�N,m•AM.���'.�._-.-..._......... T_=... •.�___I.a-nnnn.a•»..w.t, .�•I,».l,.t,^„=,>,aOF OF SHEATHING ElV ... „.• :. ... n,,tea n.. . .. n ---....... .. ,..,...a.._....,... n ..." # 2x4 LEDGERS W/ c i AI 5PAGE EA. SID OPT.#2(TYP,1 OPTION 1 '� .i .,"�.r. . ♦ 'i ' �; ; 5 4, - •,', �••,� ! z 2x2 x2V _ s -�.: !. __ x,:.s,. ----- ;; *•x,, ---.r,ti _ .. ;_'' .........>...._£_a.. _.{ pPTION#2 LONG a `__.......-:- .. _F 4---. - _ r_ 063 USG UM AL INUM I• �r4 ��� i..►���r �..'.l ,�•--� ' -.-.r '.♦ INSTALL�"TREATED PLYWOOD 5HT6 BREAKAWAY CLIPS i FOR MIN 48"OUT, IF LOWER ROOF I5 SECURE ROOF .-.-_..,» " r' f SHEATHING TO TRU 3'-'`, GYP. BD. OR MINERAL 515 � �' � k - ' WOOL FIRE BLOGKI TYPICAL ppFINGBH OW HIGHER ROOF CONFIGURATION A 3 I/2" (R-13) f5ATT ASW CLIP5 OR VO , USCF - - ; " 063 us6 ALUMINUM z =:Xp(), ;;nT�'� 1RE FROM ,AREA �;��'ARiV1'0N. ��',�.tT.�+3�>€-t�NLY ALUM A45LE CLIPS � -----------� '�----------- BREAKAWAY CLIPS O ... .__ . n..._.. _ _ __.�. 1" AIR SPADE x� �x x� DOUBLE H-5TUD TRACK V AIR SPACE X. IN AIR SPACE U < "` SGREWED BAGK TO BAGK � + ,_ (2) PIECES 6.P.T K I'FIREGUARD H t DOUBLE H-5TUD TRACK SCREWED FILL I" CAVITY AT FLOORS AND TYPE "X"5HAFTLINER, TER PROOF I/2"GYP.BD Z `: '� BOARDS W/FIBER6 FIN15H ON BOTH ..-w ..�'. .... -----..3 ��. w.-. w i� `i �S�w...�N..n,�,.,, na $AGK TO BACK ,_.....r....:.n: W/ RAL �T•w I I........... ,' --- n - - . y T-�-•�• CEILING GYP.BOARD OR MINE SI DES AND EDGES O {.. � .! :.w ... w � �.''"'"�� ��\�+. >�� ; j WOOL FIRE BLOCKING w U U.•; I" AIR SPACE :J,`+`�. ................ ............ tr ................� ..... J^-;A..... ... .{=5.e-+.`J N .�... _ :..................... ...........w.........w._...... n....n .....__..n..._ n...... .�f_.......: ^"" :�___........... _: (2) PIECES G.P. TOU6HROGK I" 2" H-STUD TRACK LL I� ,�• .•.... �ra.+.._�;n.n.............a..rr.__.n.w.. .•. ....•..._r• ,n..m.. '•..-.r .'- " � ...�..-y.a........ ....n...nwl,:w.r.•�......r 3 _ }.�_-._.. ...... ..,........ _ .:'.�' ,. 4 ..._-...a...._ � -- FIREGUARD TYPE "X" 5HAFTLINER, "_ WATER PROOF BOARDS W/ 2x4 P.T. SILL PLATE z Ell'� . FIBERGLASS FIN15H ON BOTH SIDES_......... ��-'-......... .• AND ED6E5 FIRST FLOOR .__...», 4" AIR SPACE' 4t`�. �t! `♦ti��� � 3/4" T46 05B - r l 1I !!! ��y._.,i SUBFLOOR-6LUED al `' RIM JOIST PER FLR JOIST MANUF. A f 5GREWED RUN OPTION#I CONTINUOUS BETWEEN "` FI "CAVI ROOF TR 65 CODE SECTION 10bb-EXCEPTION 4: JO15T5 PER PLAN LL I TY AT FLOORS AND CEILING W/ FIREWALL MAY TERMINATE AT CONFIGURATION PLATES AT EXTERIOR `Ig ' <Yl GYP.BOARD OR MINERAL WOOL FIRE UNDERSIDE ROOF SHEATHING IF FIRE INN WALL _ (2) 2x4 P.T.51LL PLATE BLOCKING obi U56 ALUMINUM RETARDANT TREATED 9HEATHIN6 15 ;S I'{}SI.F.D'F{.� 'IEtk I-'R63?ti11i=�TFELR:s1D}r : ,;:->:>,,.• BREAKAWAYG IP O ' L 5 INSTALLED FOR A DISTANCE OF 4' ^ , _..........n................... ! . .......__.... ;,. - _ ON BOTH 51DE5 OF FIREWALL F- 114" ' ; " '' (R-13)CLOSED CELL SPRAY FOAM IN5UL '" i") ANCHOR BOLT5(14" LONG + W 3r4 i =': AIR ,�s`t'�'�t•;F: .•«�MMi•� AIR SPACE t-�•v- Alit r,�I�'r'1C ALONG IN51DE FACE OF FND.WALLS-FULL HT ?' ` _:. ° ' ' 3" HOOK,8"MIN EMBEDMENT) OR 1�..,,, ......,,...._.N.; 1,. _� OPTION#2 OR DRAPED BLANKET IN5ULATION _ , d ;:. ADHESIVE ANGHOR5 W/3"X3"X�4" (ODE SECTION 106h-EXCEPTION 4: t j;, .L 4'e �� - # WASHER PL® 24" OIG. NON-RATED SHEATHING UNDERSIDE OF ROOF m (� '� FIREWALLS MAY TERMINATE AT THE �T � �',�; ; ,; r/':: •;!.+ I r ° 5/5'TYPE 'X"6YP5UM BOARD DIRBOTLY BENEATH THE UNDERS E HE Roof: 15 PROTECTED WITH ❑ r'�1 : ; , .ti : ; f. r,.,; (1) 4 HORIZ.REBAR :'; : �':: ()# SEPERATION DETAIL OF ROOF ' � ,;�,• r;�,�, :� , r ; , ; I L ;:,•4; • ,� I 4 HORIZ.REBAR® MID °� �n;s., BASEMENT 2 HR FIREWALL EP 4 0 h: �:,�,»� ",. ',,.' `" ♦.. � _ r,f ','' ,? ; �r ♦�`, ! ' -^ HEIGHT OF WALL STORY ATTACHED OATHE SIDES OF ROOF BY 2 LEDGERS (FRAMING FOR A MINIMUM OF ° SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS fW2 ? i ''' i '��••� a f*; N.T.S. DISTANCE OF 4-0ON BOTH SIDES OF FIREWALL.ALLOW NO `• .�i'? i ��% r�• .,i1 , 4� IREWALL EACH SIDE.MINIMUM 12 FOUNDATION WALL ON 2 x12 TYPICAL BASEMENT SLAB OPENINGS IN ROOF WITHIN 4'-0"OF IF ) GLA55 B ROOF 5HIN6L.E TO BE INSTALLED. �•/ • � �.`.,..• i ,,";r<'"•' e ,.� •- i #4 P.G.SLAB(MIN.2500 P51 ;��.,..•- �, fry `. i '.� ;ly1 P.G. FOOTING " �� ' . • .. . STG RATING ° ° .r GONG) AFNNNNNNI 1`' ;�.: ,',j ',. 2 L.r-' '�y' ,l�ey`�., ; ,; , ,,ti 4• V S � ° r 'D06 MIL.PCLYETHH-ENE ?! `', w ♦_.f -�` r„(a; ;; : ,,- - `, ♦ U56 BROCHURE 5A100 (FIRE RESISTANT # Q 't VAPOR BARRIER .4 OPTION I `�, 1 /f • by •- - i { -; TAMP t FILL TO Q5%DENSITY IDE ROOF i Y A55EMBLIE5) CODE SECTION 1066-EXCEPTION 4: t / ° FIREWALL MAY TERMINATE AT UNDERS OPTION#2 U `', ' '•%f `! •; ;'-`i '`•,-�_ ° ,. `` `~ ; ' •' J-�, ° PAGE 22 (AREA SEPARATION WALL SHEATHING IF FIRE RETARDANT TREATED CODE SECTION 1066-EXCEPTION 4: z �,+ - _'3s �,{ , '�'�.i t t `��'�'� I - --t Jr ° Q e ° 5Y5TEM5 If, ti,` �``:.�= i I1 i)�� i {ti '•s ! , � - - tl ° ° °. ° ) SHEATHING 15 INSTALLED FOR A 015TANGE OF FIREWALLS MAY TERMINATE AT THE W TEST SHEATHING DE5 U341 �`♦� �'1 . • , , ..4`:^:: `,\; A.. 4'-0"ON BOTH 51DE5 OF FIREWALL r =" >E• '- 3 t..:' :^ . .° a UNDERSIDE OF ROOF NON-RATED d ° ° SHEATHING PROVIDED THE ROOF 15 U �iL IALN:�;� ,�:I k k€ ACOUSTICAL PERFORMANCE = 5TG 60 48° 48" PROTECTED WITH 5/8N TYPE 'X' HORIZONTAL #4 ° TEST#RAL-TL-88-350 p ° ° BASED ON 2x4 FRAME WITH MIN. 3" GYPSUM BOARD DIRECTLY BENEATH o ° THE UNDERSIDE OF ROOF SHEATHING MINERAL WOOL BATT AT EACH 510E AND 15 SUPPORTED BY 2'LEDGERS 7 . EX SECTION 12012 OF 2015 IBC- WALLS, ATTACHED TO THE 51DE5 OF ROOF 5EPARATION WALL: (Max Height - 66 ft) PARTITION5 AND FLOOR/GEILING FRAMING FOR A MINIMUM OF ASSEMBLIES SEPARATING DWELLING 2' H STUD TRACK AN DISTANCE Of 4'-0"ON BOTH SIDES I. Floor, Intermediate or To Wall -- 2 in. wide channel shaped with I in. Ion les formed from No. 25 M56 olv Steel, secured with suitable 2 HR FIREWALL SEPERATION DETAIL I UNITS FROM EAGH OTHER OR FROM G U K FOR SMOKE TI&H OPTION #2 FIREWALL.ALLOW NO OPENINGS IN Top p 9 9 g ROOF WITHIN 4-0OF FIREWALL fasteners spaced 24 in. OG. N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS FW2 PUBLIC OR SERVICE AREAS SHALL HAVE J I T O�/ER EACH SIDE.MINIMUM CLA55 B ROOF 2. Metal 5tud5 -- 5teel members formed from No. 25 M56 gaiv Steel having "H" -Shaped flanged spaced 24 in. OG; overall depth 2 in. and A 5TG OF 5o OR MORE. 2 TUDS CONTINUED To IDE ROOF 55E5® 24"O.G. SHINGLE TO BE INSTALLED flange width 1-3/8 in. USG AREA SEPARATION WALL SYSTEM UL#U336; PR0V10ED 5TG=60 OF F SHEATHING � M o - N C4 LQ 3. 6 sum Board* -- Two la er5 of I in. thick sum board liner panels, Supplied in nom 24 in. widths. Vertical ed es of panels friction fitted TEST #RAL-TL-88-350; STC = 60 1" Al 5PAGE EA. 51D o N N M yp y gyp p pp 9 into "H" -shaped studs. G6G ING -- Type 5LX. TYPICAL FRAME WALLS (2) PIECES 6.P.TOUGHROGK I" UNITED 5TATE5 6YP5UM GO -- Type 5LX UA�D FIREGUARD TYPE "X"5HAFTLINER, GYP. BD. OR MINERAL U56 MEXICO 5 A OF G V -- Type 5LX. WINDOW WATER PROOF BOARDS W/ WOOL FIRE BLOGKI z co FIBERGLA55 FIN15H ON BOTH 51DE5 S z AND EDGES ASW CLIPS OR .013 USO z z z o z z � N a PROTECTED WALL: (Bearing or Nonbearing Wall) ALUM ANGLE CLIPS o 0 0 o o Z � W 2 HOUR FIRE SEPERATION 1 AIR SPACE > a g (0 0) � Q <n g 4. Wood 5tud5 -- Nom 2 by 4 In. max spacing 24 in. OG. 5tuds cross braced at mid-height where necessary for clip attachment. Min 3/4 in. WALL 5HONN HATCHED DOUBLE H-STUD TRACK W W W Ix Ix C 0 Separation between wood framing and fire separation wall. SCREWED BACK TO BACK p 9 p lobs HORizoNTAL coNnNulTn �o 4A. 5teel Studs -- (AS an alternate to Item 4, not shown) -- For Bearing Wall Rating - Corrosion protected steel studs, min No. 20 M56 FIRE WALL5 SHALL BE GONTINiOus FRDM DOUBLE H-5TUD TRACK SCREWED FILL I" CAVITY AT FLOORS AND s (0.032q in., min bare metal thickne,55) 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) w EXTERIOR NAL-TO EXTERIOR WALL BACK TO BALK GEILING W/GYP. BOARD OR MINERAL N primed steel, cold formed, shall be designed in accordance with the current edition of the Specification for the Design of Gold-Formed Steel IN AIR 5PAGE WOOL FIRE BLOCKING Structural Members b the American Iron and Steel Institute. All design details enhancing the structural integrity of the wall a55embl including UNRATED 2" H-5TUD TRACK 5TG RATING y 9 g 9 y y- 9 (2) PIECES G.P.TOUGHROCK I" V) the axial design load of the 5tud5, shall be as specified by the steel stud designer and/or producer, and shall meet the requirements of all „ „ USG BROCHURE 5A100 (FIRE RESISTANT CODE SECTION 106.5 EXCEPTION #2 FIREGUARD TYPE X 5HAFTLINER, 2x4 P.T. SILL PLATE H applicable local code agen cl'e5. The max stud spacing of wall assemblies shall not exceed 24 in. OG. Studs attached to floor and ceiling UNSPRINKLERED BUILDINGS: WATER PROOF BOARDS W/ A55EMBLIE5) tracks With 1/2 in. longType 5-12 steel Screws on both sides of studs or by welded or bolted connections designed in accordance with the FIRE RETARDANT TREATED FIBER6LA55 FIN15H ON BOTH SIDES GARAGE PAGE 22 (AREA SEPARATION WALL 2 AI51 specifications. Top and bottom tracks shall consist of Steel members, min No. 20 M56 (0.032q In., min bare metal thlckne,55) steel or min SHEATHING TO EXTEND 4'-0" ON CODE SECTION 106.5 EXCEPTION #3 AND E06E5 UNEXCAVATED TYPICAL 5Y5TEM5) IZ c� BOTH SIDES OF FIREWALL AND BUILDINGS EQUIPPED W/NFPA 13 OR GARAGE SLAB TEST#UL DES U341 O w m No. 20 656 (0.036 1n. thick) galy steel or No. 20 M56 (0.033 in. thick) primed Steel, that provide a sound structural connection between NFPA 13R SPRINKLER: «4'P.G.SLAB(MIN.3500 P51 GONG) w � steel studs, and to adjacent assemblies such as a floor, coiling, and/or other walls. Attached to floor and ceilin assemblies with steel OFFSET WALL ACOUSTICAL PERFORMANCE = 5TG 60 n 9 g FIRE RETARDANT TREATED SHEATHING ° REINFORCED WITH bxb,10/10 W.W.M. > ! a a1 - "TAMP# FILL TO 45%DENSITY TEST#M-TL-85-35O W w fasteners spaced not greater than 24 in. O.G. 5tud5 Gro55-braced with stud framing at midheight where nece55ary for clip attachment. Min 4'-0" MIN. 4'-0" MIN. AT FIREWALL END 8" WIDE x FULL (I)#4 HORIZ.Ri�AR ° ° "SLOPE GARAGE 51AB DOWN 2" BASED ON 2x4 FRAME WITH MIN. 3" Z o 3/4 in. separation between Steel framing and area Separation wall. Finish rating has not been evaluated for Steel 5tud5. HE16HT OF FIREWALL TOWARDS 6ARA6,E DOOR MINERAL WOOL BATT AT EACH SIDE 4B 5teel 5tud5 -- AS an alternate to Items 4 and 4A, for use in Configuration B only, not shown) -- For Nonbearing Wall Rating - Channel SECTION 1201.2 OF 2015 IBC- WAL.L5, � 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 d . ,�I PARTITIONS AND FLOOR/CEILING W in. OG. Studs to be. cut 3/8 to 3/4 in. less than a55embly height. Top and bottom tracks shall be channel shaped, fabricated from min 25 M56 N.T.S. OFF-SET EXTERIOR WALLS F�2 ° wRkgR�ffi 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 PUBLIG OR ❑ ° SERVICE AREAS SHALL HAVE A 5TG OF 50 W max. 5tuds Gro55-braced with stud framing at midheight where necessary for clip attachment. Min 3/4 in. Separation between steel framing and OR MORE. area separation wall. Finish rating has not been evaluated for Steel 5tud5. 2 HOUR FIRE 5EPERATION (1)#4 HORIZ.REBAR 0 MID d ° • ~ 5. 6 sum Board -- Classified or Unclassified -- Min 1/2 in. thick, 4 ft wide, applied either horizontals or vertically. 6 sum board attached to TYPICAL FRAME HAL WALL SHOWN HATCHED HEIGHT of WALL STORY ° a a PROVIDED STG=60 m yp pp y y yp m ANCHOR BOLTS(14 studs with 1-1/4 in. long steel drywall nails spaced S in. OG. Vertical joints located over studs. (Optional) Joints covered with paper tape and LONG + 3" HOOK,8' MIN J joint compound. Nall heads covered with joint compound. ° EMBEDMENT) OR ADHESIVE z 1 p 1 p ° NOTE: UL #33b EXCEEDS CURRENT FIRE CODE C7 0 0 6. Attachment Clips -- Aluminum angle, 0.063 in. thick, 2 in. wide with 2 in. and 2-1/4 in. legs. Gli 5 secured with Type, 5 screws 3/8 in. Ion to " ANCHORS W/3"X3"x ° 5TANDARD5 AND REDUGE5 SOUND TRANSFER v) p 9 g p yp g UNIT T UNIT 12 FOUNDATION WALL ON 24 x12 WASHER PL ® 24 O/G. "H" studs and with Type W screws 1-I/4 in. long to wood framing through holes provided in clip. UNRATED WINDOWS P.G. FOOTING BETWEEN UNITS 0 REQ RC 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 °° U SER�yF� studs. ~ fi, 6B. Clip placement (Item 6) for separation wails up to 44 ft high. Space clips as described in Item 6A for upper 24 ft. Remaining wall area below requires clips spaced a max 5 ft OG vertically between wood framing and "H" Studs. Em T _ Clip p p p 9 5p p pp pclips , .: 6G. GI1 placement (Item 6) for Separation walls u to 66 ft high: ace cissas described in Item 6A for upper 24 ft. 5 ace as ° Q 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 A ° a 4 ❑ y 023 A) �O between wood framing and H Studs. UNRATED 51DINO (TVP) ^OF N ei 7. Non-Bearin Wall Partition Intersection -- (Optional) Two nominal 2 4 in. stud or nominal 2 b 6 in. stud nailed together with two 3in. Ion N N HORIZONTAL #4 ° _• g p by y g g 4-0 MIN. 4-0 MIN. ° JOB NUMBER 10d nails spaced a max. 16 in. OG. vertically and fastened to one side of the minimum 2 by 4 in. stud with 3 in. long 10d nails spaced a max 16 ° UNITS 7 3 in. OG. vertically. Intersection between partition wood studs to be flush with the 2 4 in. 5tud5. The wall partition wood studs are to be (ODE SECTION 106.5 EXCEPTION #3 GORE 5EGTION 106.5 EXCEPTION #2 d a y p p BUILDINGS EQUIPPED IN NFPA 13 OR NFPA 15R SPRINKLER: 2016023 framed with a second 2 by 4 in. wood stud fastened with 3in. long IOd nails spaced a max. 16 in. OG. vertically. Maximum one non-bearing wall FIRE RETARDANT TREATED SHEATHING AT FIREWALL END 8" WIDE x UNSPRINKLERED BUILDINGS: partition intersection per stud cavity. 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" W SHEET NUMBER p p y g p p q p ON BOTH 51DE5 OF FIREWALL 2 HR FIREWALL SEPERATION DETAIL @GARAGE s (MODEL B- 2 ) FINNNNI Bearing the UL GIa551ficatior� Mark 2 HR FIREWALL SEPERATION DETAIL 3 N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS Fw2 - � _USG AREA SEPARATION WALL SYSTEM UL# U336; 74 (B- 2 ALT 2 ) z Last Updated on 2010-10-2-1 2 N.T.S. AT FLUSH CONDITION FW2 TEST#RAL-TL-88-350; STC = 60 W . COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED