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Home My WebLink About42375-Z g116Fa(,fc��' Town of Southold 1/26/2020 P.O.Box 1179 a 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40263 Date: 3/13/2019 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 6 Harvest Pointe Ln Unit 81, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-1-49 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/22/2018 pursuant to which Building Permit No. 42375 dated 2/14/2018 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with unfinished basement front and rear covered porches and attached two car garage as applied for. L[Jnit 81) The certificate is issued to Rimor Development LLC; of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0135 1/22/2018 ELECTRICAL CERTIFICATE NO. 42375 12/3/2018 PLUMBERS CERTIFICATION DATED 12/28/2018 &Nufk1k PlumbiDACont. Inc. A tho d Signature at/(, TOWN OF SOUTHOLD BUILDING DEPARTMENT a 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#: 42375 Date: 2/14/2018 Permission is hereby granted to: Rimor Development LLC 1721-D North Ocean Ave Medford, NY 11763 To: construct single-family dwelling as applied for per SCHD & Planning approvals. (Unit 81, A Unit) At premises located at: Harvest Pointe Ln Unit 81, Cutchogue SCTM # 473889 Sec/Block/Lot# 102.1-1-49 Pursuant to application dated 1/24/2018 and approved by the Building Inspector. To expire on 8/16/2019. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $2,071.60 CO -NEW DWELLING $50.00 Total: $2,121.60 B Iding In pector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN MALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: I. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. S. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,, 1957)non-conforming uses,or buildings And "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 $15.00 / Z Z Date. ,New Construction:Y Old or Pr-exis ing Building: (check o e) Location of Property: 8 House No. treet Hamlet Owner or Owners of Property: �tl rh a&,-- „Qy Suffolk County Ta Map No 100 , Section /0 ® Block Lot --: u divisio �t � 7l;iled Map. Lot: Permit No. Date of Perm . Applicant: ` /SIV k, - Health Dept. Approval: V�S I underwriters Approval: Planning Board Approval: !� Request for: Temporary Cent icate Final Certificate; h k one Fee Submitted:$ — i Ap lica,t Si ire J CONSENT TO INSPECTION o the undersigned,do(es)hereby state: Owner(s)Na e(s) That the unders' ed s) re)t4q owner s)a&he pre ise n th T n of Southold,located at ire, d eLAI which is sh wneand-designated on the Suffolk County Tax Map as District 100 , Section l� ,, lock 6 1 ,Lot Ag That the undersigned(has)(have)filed,or cause to be filed,an application in the Southold Town Building n ector's ffice for the f lowing: a JOLLY d od 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 Na (Signature) (Print Name) O Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 G Q �. • yo roger.richertCaD-town.southold.ny.us Southold,NY 11971-0959 C®U9�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To Rimor Development LLC Address: 6 Harvest Point Ln unit-81 City: Cutchogue St. New York Zip: 11935 Building Permit#. 42375 Section: 102.1 Block- 1 Lot 49 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 Seance Only — Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph 150a Heat gas Duplec Recpt 57 Ceding Fixtures 18 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 4 Wall Fixtures 7 Smoke Detectors 2 Main Panel 150a A/C Condenser 1 Single Recpt 1 Recessed Fixtures 28 CO Detectors Sub Panel A/C Blower 1 Range Recpt 20a Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt 30a Emergency Fixtures Time Clocks Disconnect 150a Switches 36 Twist Lock Exit Fixtures TVSS Other Equipment 3-combination smoke / co detectors, 3-bath fans, 9-ARC fault circuit breakers, 7-combination GFCI/ARC fault circuit breakers Notes: Inspector Signature: Date: December 3 2018 81-Cert Electrical Compliance Form As Town Hall Annex , Telephone(631)765-1802 54375 Main Road rim Fax(631)765-9502 P.O.Box 1179 3 Southold,NY 11971-0959 ��7 BUILDING DEPARTMENT TOWN OF SOUTHOLD F EB 1 3 2019 ..a._: CERTIFICATION TOWN®F-' SOUTH"" Date: Building Permit No. q'� Owner: L\�OPL U-C i (Please print) Plumber: I suk-F" If ' (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plum�xl`gnaturJJSworn to before me this �8� day of bpcp c��.�i/, 0 IS ANNA PI®RITA Notary Public,State of New York Notary Public, ti—County Reg. �ed in Suf blk3 c3un Commission Expires �o� olo coum, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] F UNDATION 1STNP P [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 6Aviq �j ,,?A) 0 �o 1A, uw 11 aft JOV 6 DATE __14L INSPECTOR o�a0 UTyo TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 INSPECTION [ ] FOUNDATION 1ST [� UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] F SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ' [ ] ECTRICAL (FINAL)' [ ] CODE VIOLATION [ CAULKING REMARKS: Ile DATE INSPECTOR SOLI # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ION [ ] FOUNDATION 1STRO GH PLBG. [ ] UNDATION 2ND ULATION [v FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 4 DATE Y INSPECTOR pF SOUTyolo # TOWN OF SOUTHOLD BUILDING DEPT. "courm, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [D� ELECTRICAL�(FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE / `3 �� INSPECTOR t SOUIyo� # TOWN OF SOUTHOLD BUILDING DEPT. Comm 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I NAULATION [ ] FRAMING /STRAPPING [ LKFINAL MV [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 0%088t� AIA-k ®rl. i DATE �� INSPECTOR )dw-.-*VS)59& SOF SO(/ly # TOWN OF SOUTHOLD BUILDING DEPT. courmN�`' 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: Cz 0 &Lln VIMA&VA DATE t INSPECTOR GRCH ARCHITECTURE PC 3750 EXPREss DRNE SOUTH ;,. . SUITE 202 lst Ail®IA, NY 11749 WWW.GRCHARCHITECTURE.COM 631564-3395 March 13, 2019 Town of Southold Building Department 53095 Main Rd P.O. Box 1179 Southold,NY 11971 Attn. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Cutchogue,New York Unit 77- permit#42369 Unit 78 - permit#42368 Unit 81 -permit#42375 Unit 123 - permit#42376 Dear Inspector Verity: Please be advised that the basements of the above referenced units constructed on site meet the requirements for condition, space as defined in the 2015 IRC and Energy Code as well as the 2017 Code Supplement. Re t lly sub n fitted, E ED A% R / ✓f C-)�5� O&RT Cyd h'X 4t ALF C,A Glen erveny, " , LEED AP Pri 'pal (P 9 0238A Ct� TFOF NE�� nD LM MAR 1 3 2019 TOWN OF SOU�E"71 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex rif so�Ty P.O. Box 1179 54375 State Route 25 �p010 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NYwww.southoldtownny.gov �ycoUNT`1,� PLANNING BOARD OFFICE --"-- ----"—--- - - - - TOWN OF SOUTHOLD March 12, 2019 ' -• MAR 1 2 2019 Mr. Henry Alia = 1111_. a'.: 'y T. t Rimor Development LLC '' " 4,� P.O. Box 908 Cutchogue, NY '11935 Re: Approved Residential Site Plan The Heritage @ Cutchogue aka Harvest Pointe 75 Schoolhouse Rd., corner of Schoolhouse Rd. & Griffing St., Cutchogue SCTM#1000-102-1-33.3 Dear Mr. Alia: The Planning Board has found that the requirements for Units # 19-22, 77-82, 123 & 124 of the above-referenced Residential Site Plan have been completed based on submitted materials and the site inspection made March 1, 2019. These units and the supporting infrastructure on site are now in general conformance with the approved site plan dated September 26, 2017 and the Planning Board supports the issuance of a Certificate of Occupancy for these twelve (12) units. Please note that there are many ongoing conditions of the site plan approval, with the most relevant to the occupancy of the residential units being no parking of vehicles, equipment, or dumpsters and no staging of materials on the internal streets being used by residents. This letter does not condone any changes from the approved site plan and approvals from other agencies; Planning Board approval is required prior to any significant changes to the site. Respectfully, A Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector James Richter, Stormwater Manager 4 F Job: Manual S Compliance Report Date: 113/2019 -I I- wrightsoft By: Energy Testing Services... Entire House Plan: Model A(Laurel) Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 = ■ • no • • For: 6 Harvest Pointe Lane Cutchogu11935 • '11mul Design Conditions Entering coil DB: 76.5°F Outdoor design DB: 83.0°F Sensible gain: 26311 Btuh Entering coil WB: 63.4°F Outdoor design WB: 71.0°F Latent gain: 3492 Btuh Total gain: 29803 Btuh Indoor design DB: 75.0°F cfm Indoor RH: 50% Estimated airflow: 1200 fm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Model: SEER 16 Manufacturer: Generic Actual airflow: 1200 cfm Sensible capacity: 25200 Btuh 96%of load Latent capacity: 10800 Btuh 309%of load Total capacity: 36000 Btuh 121%of load SHR: 70% o • • Design Conditions Heat loss: 50540 Btuh Entering coil DB: 63.37 Outdoor design DB: 10.0°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Model: AFUE 92 Manufacturer: Generic Actual airflow: 948 cfm Temp.rise: 50 °F Output capacity: 52000 Btuh 103%of load Meets all requirements of ACCA Manual S. 2l)19-a 416 37:43 +wri htsoftft9 Page 1 Yy a�euvg �� Right-Suite®Universal 201816.0 32 RSU20066 ..or Modelr A MAN® JSD1R-imor Model A MAN JSD JA rup Cale=MJ8 Front Door faces. W Form Residential Plans ExaminerReview RPER 1 -'f®r'HVAC - •. - 15 Mar 09 ACCK0 PkowdreftC asrfAm3ka Header Information Contractor. Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets): Yes ❑ No Mechanical license: or MJ1AE Form"(and supporting worksheets): Yes El No E] OEM performance data(heating,cooling,blower): Yes No Building plan# Manual D Friction Rate Worksheet. Yes No Duct distribution sketch: Yes ❑ No o Home address(Street or Lot#,Block,Subdivision):6 Harvest Pointe Lane Cutchogue,NY 11935 Model A(Laurel), Entire House Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature 10 °F Orientation: Front Door faces West Indoor temperature* 68 nF North,East,West,South,Northeast.Northwest,Southeast,Southwest Total heat loss 50540 Btuh Number of bedrooms. 2 Conditioned floor area 3789 fe summer Design Conditions Number of occupants: 3 Outdoor temperature: 83 *F Indoor temperature: 75 °F Windows Roof Grains difference: 30 gr/Ib @50% RH Eave overhang depth: 10.0 ft -d Sensible heat gain: 29898 Btuh Internal shade: blinds Eave Latent heat gain: 3969 Btuh Blinds,drapes,etc. Depth Window Total heat gain: 33867 Btuh Number of skylights: 0 Heatinq Equipment Data Cooling Equipment Data Blower Data Equipmenttype• Gas furnace ETipmenttype: SplitAC Heatingcfm• 948 Furnace,Heat pump,Boder,etc it Conditioner,Heat pump,etc. Cooling cfm• 1200 Model- Generic Model: Generic Static pressure: 0.60 in H2O SEER 16+ Fan's rated extemai static pressure for AFUE 92 design airflow Heating output capacity. 52000 Btuh Total cooling capacity: 0 Btuh Heat pumps-capacity at winter design outdoorcondhions Sensible cooling capacity: 0 Btuh Aux heating output capacity 0 Stuh Latent cooling capacity. 0 Btuh Design airflow. 1200 cfm Longest supply duct. 419 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct* 206 ft Trunk duct. Sheet metal Total device pressure losses: -0.6 in H2O Total effective length(TEL): 625 ft Available static pressure(ASP): 0.01 in H2O FrictionFrictite:on Rate=ASP+(TEOl 000 in/100ft Branch duct Round flex metal,Sheet metal •- - •.• . -. • -. Contractor's printed name: Contractor's signature, Date: Resery-. - `Rome qualifies for MJ1AEForin based on Abridged Edition Checklist- __ — - ------------ --- -- --- �Pa9~tspft- Ri9 htSuite®Universal 2018 1e 0.32 RSU20066 evra.ervra.-u+nW.,mmvw Job: - I- wrightsoft® Load Short Form Date: 1/3/2019 Entire House By: Energy Testing Services... Plan: Model A(Laurel) Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 _ For: 6 Harvest Pointe Lane Cutchogue,NY 11935 P- • • • Htg Cig Infiltration Outside db(°F) 10 83 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial)12 Design TD(°F) 58 8 Pressure/AVF 50 Pa/1471 cfm Daily range - M Inside humidity(%) 50 50 Moisture difference(gr/Ib) 44 30 - -.:s HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 12.8 EER,16 SEER Heating input 56522 Btuh Sensible cooling 25200 Btuh Heating output 52000 Btuh Latent cooling 10800 Btuh Temperature rise 50 OF Total cooling 36000 Btuh Actual air flow 948 cfm Actual air flow 1200 cfm Air flow factor 0.020 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.88 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (fe) (Btuh) (Btuh) (cfm) (cfm) Den 189 3444 2747 70 128 Kitchen 254 2199 2143 45 100 Dinning 76 2440 1423 50 66 Living Room 293 5535 2707 112 126 Foyer 173 3863 1365 78 64 Master Bed 299 3057 1883 62 88 Master Bath 109 2361 1025 48 48 WIC 77 975 129 20 6 Mud Room 47 861 636 17 30 Bath 1 39 396 84 8 4 Stair 1 62 0 0 0 0 Hall 73 0 0 0 0 Bed 2 147 8074 8926 164 415 Bath 2 47 4173 1888 85 88 --- --Calculations approved by ACCA to meet all requirements of Manual J_8th Ed._ __ _ _ 2019-Jan-0416,37.43 +wright5oft- Ri ht-Suite®Universal 201818.0 32 RSU20066 Page 1 /�iCA...or Model A MAN JSD1Rimor Model A MAN JSD JA.rup Calc=MJ8 Front Door faces W , Loft 227 0 0 0 0 Basement 1679 9318 824 189 38 Entire House 3789 46696 25780 948 1200 Other equip loads 3844 530 23153 Equip. @ 0.88 RSM 349/2- Latent cooling TOTALS 3789 50540 26646 948 1200 Calculations approved by ACCA to meet all requirements of-Manual_J-8th-Ed. - 2019-Jan-04 16 37'43 �ivrightSofL Ri ht.S0lte®Universal 201818.0.32 RSU20065 page 2 )MA...or Model A MAN JSD%Rimor Modal A MAN JSD JA rup Calc=MJ8 Front Door faces, W Job: - - wrightsoft� Project Summary Date: 1/312019 Entire House By: Energy Testing Services... Plan: Model A(Laurel) Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 • • • For: 6 Harvest Pointe Lane Cutchogue,NY 11935 Notes: • Weather: Suffolk Co.Ap, East Quogue(Islip Dd), NY, US Winter Design Conditions Summer Design Conditions Outside db 10 OF Outside db 83 OF Inside db 68 OF Inside db 75 OF Design TD 58 OF Design TD 8 OF Daily range M Relative humidity 50 % Moisture difference 30 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 43796 Btuh Structure 22309 Btuh Ducts 2900 Btuh Ducts 3471 Btuh Central vent(60 cfm) 3844 Btuh Central vent(60 cfm) 530 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 50540 Btuh Use manufacturer's data n Rate/swing multiplier 0.88 Infiltration Equipment sensible load 23153 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/2 2016 Btuh Pressure/AVF 50 Pa!1471 cfm StructureDucts 233 Btuh Central vent(60 cfm) 1244 Btuh He t' co'U" Outside air Area(ftz) 8% 378E Equipment latent load 3492 Btuh Volume(ft3) 29415 29415 Air changes/hour 0.32 0.14 Equipment Total Load(Sen+Lat) 26646 Btuh Equiv.AVF(cfm) 155 69 Req.total capacity at 0.70 SHR 28 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 12.8 EER, 16 SEER 56522 Heating input Btuh Sensible cooling 25200 Btuh Heating output 52000 Btuh Latent cooling 10800 Btuh 3 Temperature rise 50 OF Total cooling 12fm 00 c Actual air flow 948 cfm Actual air flow 1200 cfm Air flow factor 0.020 cfm/Btuh Air flow factor 0.047 oH 0 cfm/Btuh Static pressure 0.60 in H2O Static pressure Space thermostat Load sensible heat ratio 0.88 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2019-Jan-0416.37 43 wrightsoft° RightSuite®Universal 2018 18 0 32 RSU20066 Page 1 ACCP ..or Model AMAN JSD\Rimor Model AMAN JSD JA.rup Calc=MJ8 Front Door faces. W f N Second Floor Supp ser Ret Riser 26x16 22" 22" 004 din 26 16 Loft 105 cfm Bath 249 cfm 14" 10 x 16 Bed 2 14" 249 cfm Job_#: Scale: 1 : 104 Energy Testing Services LLC page 1 Performed by Energy Testing Services L... 1648-A Locust Ave Right-Suite®Universal 2018 Bohemia,NY 11716 18.0.32 R416,376 6 Harvest Pointe Lane Cutchogue,NY 11935 2019-Jan-0416.37.59 JSDXRimor ModelA MAN JSD JA... N i- i f Main Floor L105 cf Dinning 79 dm �Master Bath 151 cfm 58 cfm Master Bed Broan Exhaust Living Room iQtchen Fan Model L150 60cfm EnergySup Riser Ret Riser Star continuous 26 x 16 22" n Use Timer Hall 120 cfm p wic 90 crm 124 cfm Mud Room 6 CBM 1 10 cfm`_ Stair 1 Foyer Den 94 cfm &153 dm Garage Scale: 1 : 104 Job#: Energy Testing Services LLC Paget Performed by Energy Testing Services L... 1648-A Locust Ave Right-Suite®Universal 2018 Bohemia,NY 11716 18.0 32-0416 3 , 6 Harvest Pointe Lane Cutchogue,NY 11935 2019-Jan-0416 3759 JSD\Rimor ModelA MAN JSD JA... N Basement 114 ctm 22" 4x16 9" 114drn 10" U32 7 _ _ _ — — — — Make up air 60cfm Sup Riser Ret Rlser 26 x 16 I 22" Skuttle Model 2161 x6x16 Base nt t 8x16 28^ 4" 5" 4x16 4" - 113 10" 113 cfm Job#: Energy Testi ng Services LLC Scale: 1 : 104 Performed by Energy Testing Services L... Page 3 1648-A Locust Ave Right-Suite®Universal 2018 6 Harvest Pointe Lane Cutchogue,NY 11935 Bohemia,NY 11716 1 B 0 32 R 416.376 2019 Jan-0416.37:59 JSD1Rimor ModelA MAN JSD JA... Job: wrightsoft° Duct System Summary Date: 1/3/2019 Entire House By: Energy Testing Services... Plan: Model A(Laurel) Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 n • • 0 For: 6 Harvest Pointe Lane Cutchogue, NY 11935 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.59 in H2O 0.59 in H2O Available static pressure 0.01 in H2O 0.01 in H2O Supply/return available pressure 0.00710.003 in H2O 0.007!0.003 in H2O Lowest friction rate 0.002 in/100ft 0.002 in/100ft Actual air flow 948 cfm 1200 cfm Total effective length(TEL) 625 ft • v o B - • Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Trunk Name (Btuh) (cfm} (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Basement h 4659 114 23 0.003 13.1 16X 4 MtFx 44.5 180.0 St3A easement-A h 4659 113 23 0.002 14.4 16x 4 MtFx 56.3 310.0 st5 Bath 1 h 396 10 5 0.003 4.0 Ox 0 MtFx 40.5 180.0 st3A Bath 2 C 1888 102 105 0.002 9.0 Ox 0 ShMt 70.5 220.0 st2 Bed 2 c 4463 98 249 0.002 14.0 Ox 0 ShMt 91.5 250.0 st2A Bed 2-B C 4463 98 2490.002 14.0 OX 0 ShMt 81.8 225.0 st2 Den C 2747 84 153 0.004 10.0 OX 0 MtFx 22.8 160.0 st3 Dinning C 1423 59 79 0.005 8.0 OX 0 MtFx 12.5 130.0 St1 Foyer h 3863 94 76 0.004 9.0 Ox 0 MtFx 37.8 140.0 st3 wtchen C 2143 54 120 0.005 10.0 OX 0 MtFx 4.0 130.0 st1 Living Room C 2707 135 151 0.004 10.0 Ox 0 MtFx 20.3 150.0 st3 Master Bath h 2361 58 57 0.002 7.0 Ox 0 MtFx 53.8 365.0 St5A Master Bed C 1883 74 105 0.004 9.0 Ox 0 MtFx 40.8 245.0 st3 Mud Room c 636 21 36 0.002 5.0 Ox 0 MtFx 43.3 245.0 Sts wlc h 975 24 7 0.002 4.0 Ox 0 MtFx 53.8 365.0 St5A Bold/italic values have been manually overridden 2019-Jan-041637.43 +wrightso€t° Right-Suite®universal 201818.0.32 RSU20066 Page 1 rniC� or Model A MAN JSD\Rimor Model A MAN JSD JA.rup Calc=MJ8 Front Door faces: W v A ® • • Trunk Htg Clg Design Veloc Diam ::HExW Duct Name Type (cfm) (cfm) FR (fpm) (in) Material Trunk st5A Peak AVF 81 64 0.002 122 12.4 16 x 6 ShtMetl st5 sty Peak AVF 216 123 0.002 243 17.9 16 x 8 ShtMetl st3A st1 Peak AVF 113 199 0.005 224 13.9 16 x 8 ShtMetl st2A Peak AVF 98 249 0.002 224 18.1 16 x 10 ShtMetl st2 st3 Peak AVF 726 637 0.002 204 28.1 16 x 32 ShtMetl st3A Peak AVF 339 151 0.002 218 21.1 16 x 14 ShtMetl st3 st2 Peak AVF 298 604 0.002 209 25.2 16 x 26 ShtMetl - i p � • Grille Htg Clg TEL Design Veloc Diam H x W Studijoist Duct Frb4 Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk Ox 0 114 23 117.5 O.OQ3 208 10.0 Ox 0 MtFx rt1 Ox 0 L612 790 102.3 0.003 214 26.0 Ox 0 MtFx 0x0 298 604 206.0 0.002 22922.0 Ox 0 ShMt rt1 0x0 113 23 0 0 0 0 Ox 0 MtFx 5 • Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt1 Peak AVF 412 627 0.002 238 22.0 0 x 0 ShtMetl 2019-Jan-04 16.37.43 ,� V1/f1g�1t50'�° Right-Sude®Universal 201818 0.32 RSU20066 Page 2 CCS..or Model A MAN JSD%Rimor Model A MAN JSD JA rup calc=MJ8 Front Door faces: W 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. NY 11716 • (631) 563-1298 • Fax: (631) 563-2954 pF SOFT .l t hoy�e� yO� TOW N OF SOUTHOLD BUILDING DEPT. 76501602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLRG. I l FOUNDATION 2N® I ] INSULATION L ] FRAMING /STRAPPING [ ] FINAL - [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION L ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: . a -y- (;f/fim f ®ATE 7 INSPECTOR �. �\..r' `1 , Home Energy Rating Certificate Property HERS A- Laurel Model Rating Type: Confirmed Certified Energy Rater: Michael Caruso Harvest Pointe Rating Date: 2019-01-14 Rating Number: MC088 6 Harvest Pointe Lane Registry ID: 403729906 Cutchogue, NY 11935 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 50 Efficient Home Comparison: 50% Better Heating 56.0 $1147 68% General information Cooling 1.1 $44 3% Conditioned Area 3674 sq. ft. House Type Single-family detached Hot Water 9.6 $170 10% Conditioned Volume 38531 cubic ft. Foundation Conditioned basement Lights/Appliances 23.5 $318 19% Bedrooms 2 Photovoltaics -0.0 $-0 -0% Service Charges $16 1% Mechanical Systems Features Total 90.2 $1695 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 minimumit is t e following: Duct Leakage to Outside 126.00 CFM25. ECCC New York State 2016 Ventilation System Exhaust Only: 75 cfm, 23.2 watts. rn 1 0 Programmable Thermostat Heat=Yes; Cool=Yes N Building Shell Features 'A a, Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under m '� w Sealed Attic NA Exposed Floor R-39.0 n Vaulted Ceiling NA Window Type U-Value: 0.290, SHGC: 0.280 Above Grade Walls R-21.0 Infiltration Rate Htg: 1820 Clg: 1820 CFM50 Foundation Walls R-13.0 Method Blower door Michael Caruso °j® 2 . 003 ® Energy Testing Services LLC. Lights and Appliance Features 1648 Locust Ave Unit A Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Natural gas Bohemia, NY 11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Natural gas 631-244-2627 Refrigerator (kWh/yr) 623 Clothes Dryer CEF 3.93 Fax# Dishwasher (kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: Oz_:;Zz� REM/Rate- Residential Energy Analysis and Rating Software v15.7.1 This information does not constitute any warranty of energy costs or savings. ©1985-2018 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Energy Testing Services 2019 Combustion Safety Testing Form Certified Home Address: 6 Harvest Pointe Lane City: Cutchogue Builder Name: Harvest Pointe Builder Tracking# Combustion Appliance Zone(CAZ)# of Location of this CAZ: Basement (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2019-01-14 Outdoors Temp During Test: 30 OF CAZ Depressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No ✓ Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: Heating System Primary: Yes❑✓ No❑ Type: Furnace Q Boiler❑Heat PumpQ Other n z Venting Tvpe 3 Dia t Sin!lase Sip[IaQe, CO• CO, E tc[euc Fue['Tvpe Circle T e Pascal orst Case) , atuial) fforstfbseP _ aiural) Rating:95.0 NO P❑OQED NQ,voMO S_✓ N/A Pa. Pass❑✓ Fail❑_ Pass❑✓_Fail❑ N/A PPM NIA Ppm Yes ❑✓ Tie: Standard Tank ✓DIndirect 0 Tankless ❑ Size: 75 0 Style Common Vent ary Water Heater Prim : No Instantaneous Commercial See Note (Gallons)n ❑ ( ) ) ' Stand Alone Q✓ n , yve Draft SP Siae(Natural) E cidnc Fuel Type ON CO ° - --- -•- (Circle Type) (Pascal) (Worse Case); (Worse Case) (Natuikl) EF: 0.69 NZ P❑O❑E❑ N❑M 0 S[I N/A Pa. Pass OFail❑ Pass✓❑_Fail N/A PPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes❑ No❑✓ Oven CO 8 PPM Ambient CO(During Oven CO Testing) 0 PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal z Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 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: Michael Caruso Rater Number: 7960376 Rater Signature: &�� Date: 2019-01-14 Ca C}.y� ��.�■p ...`. :�.n r1i `�..w' Lii. P .vv '�-'F,,••r•.:f�^'ai`. ftp pJvJl 11 •1 ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH .. lbs tyzyry ^,x' { •3',..t Yo lbgz,+y"1��11,;�"� SUITE 202 �i%^' ,��h�b`_,bP.�,� .., ��,.', <;ir.<,, • ,.,. ,f , , ISLANDIA, NY 11749 —».'aa:.c..`: 3,:+..:.a ....ivn.�.�..s._...s":?.+...xr..:.- �..w�..w,.a:.`�l,l�.,nw«.k:__J.•....:,L,H WWW.GRCHARCHITECTURE.COM 631 864-3395 November 14, 2018 DDD ��. Town of Southold Building Department FEB 1 3 2019 53095 Route 25 PO Box 1179 71 .,� Southold NY 11971 TOWN OF S0UTEIMID Attn. Ms.Amanda Nunemaker Plans Examiner Re: Harvest Pointe at Cutchogue Dear Ms. Nunemaker, The following two insulation products noted below have been selected for their flame/smoke spread properties to meet the requirements of the New York State Residential Code for both spray foam and draped blanket insulation exposed in basement condition. Spray Foam Insulation at Rim Joist: Sill Plates Headers and Rim Joist (Residential Code Section R316.5.11 Maximum thickness 3%" (provided±3") Flame spread index 25 or less and smoke-development index of 450 or less is provided: Provided/Installed Bayseal Closed Cell Spray Foam Insulation report less than 4" (see products sheet) provides flame spread index of 25 or less and smoke-development index less than 450 in accordance with ASTME84. Draped Foundation Wall Insulation Blanket (Residential Code Section R302.10.1 Insulation materials, including facings shall have a flame spread index not to exceed 25 with an accompanying smoke. Development index not to exceed 450. Provided/Installed: "Ecotouch Flame Spread 25 Fiberglass Insulation: (see product cut sheet) Provides a flame spread Index of less than 25 and smoke-development Index less than 50 in accordance with ASTM espectfu ly submi ed, D ARC DZQRT Cyd Glen Cherve y IA, LE AP Principal N 023810 0� �F N�� n �. � .may - g44 �' {r+.f' Y.'�e ..,�:^.: s'y[v�1if � `rr. cf',��'k .��h� ..•{� �9.' � �+fw`, 1 it• � y ✓,+ a.in.'�x �.,'itt� �i 10 (5��7' y� ,t ,,.., "1 04 tm � r, a �s7,� �' /E. E../..''�r #i�dy� �f 7y�t .�1.E:Q. ti i.Y.. AN l� til p �r �11 �°J G r, n A DATION � 5 t z f V d�, C y u ,ft r S e tsar Ge EE t th. •`i:� � F"€^+ e t j a .<�� ,;,.rrE' {.. ) .n�E k, e1• r u:;rer��':2 �'`Jr [(}t,r �-{[ a �` { .� s r,R" r � �" y Y1 ,gym��+ sFiF�3�f{ fie^ '�'.�d`,� � 9pg . �i.r R "' �xN �7+ 2.;�'�r C'F,"��i'�� 9 �• �,� p ri yE � ,ti��f �` f ` 9tt n'I t y�+ w a €•.l� �{.. - �� F P d 'i I �f y� �nYlQ ��G jA > .rY 'r• I �S fi .° rc+ ta'. ix°�h�tg,-iiE i;.-:hr 7 Yk y' - wk w., t' to 'S* S t ;; Fy a �' r a� �`� i i�-�}r 'tom.. •t:4: 't�"'t9E r~$,� x i-. F :s �y .� � �. '�'s � N1j'I pp a ':){'m mr-,1w.4 �> r s'r y■!E 'y,5 ren +, 7a:»d `& rtr Dili,,� � � f1�1!:c ��, ,,(Trj�,•. �11Ri�+ Oy �f� �'� � � 4��.' ^�°4Fk �h -� � . SKi) e'+; 'Yr'.� ` tl:., 4 • } X yf{�i✓'q 1 Y#n t 5 r }m�' is �S. y'y`� '`k',y#]F:r i � �Y t Y lj� $;j' , z+ I. 5�i 5 NYS:' }E c per] �') N q t't�U '✓,< 4 4 i h �4 �I Sh -1 f y A` �r]S�Gf.A 0.7�1��1� �r IGG ES ( r8Uh0 ��3 6587: (562) 699�[Q5�3r'�t�� fF��e :��' ��> L Y� � � „ .�}�saF�y:I' C= � "Aut:'�I 'i tTAWYb .. .: I-c', kAr ra i �� "• ..y +max,v.+..,�ee.a+ / • 1 1 1 1 1 � � • • • • 1 11 i • + + r �- ■ I r / I I I I •I ff 4I eit h " I I • • • 1 / /, I / I , , , , , , , / / '♦ / ACCAFDRFD • r 1 • � I 0MES Evaluation Report ESR-2072 Reissued September 2017 Revised October 2017 This repoit is subject to renewal September20Y8. 1 (800)423~6687 | (662)699-0643 A Subsidiary qfthe Antemationa/Code Cmunci70 DIVISION: 07RWW0-3MERMAL AND MOISTURE 02O15. 2O12and 2OOBICC 70ONational Green Building PROTECTION Gtandondnw(ICC 700-2015, ICC 70O'2D12and ICC 700- Section:0721 00—Thermal Insulation 20080 Sen§oo'' 07 25 00—Water-Resistive Bardmra08eathwr Attributes verified: Barriers See Section 2.O REPORT HOLDER: 2'O USES ACCELLA POLYURETHANE SYSTEMS,LLC Boy000|nw 0uoad Cell spray foam insulation is used as 2400 SPRING STUESNER ROAD WEST thermal insulating materials in Type |. U. Ui |V and V SPRING,TEXAS 77389 construction under the IBC and chxa||inQe under the IRC. (281)350'9O00 See Section 4.6for use inType|' ||. |||and|Vconstruction. The insulation imfor use inwall cavities, floor assemblies or ceiling assemblies, o, attics and crawl apooeo when EVALUATION SUBJECT: installed in accordance with 8aobon 4.0.When installed in accordance with Section 4.5, the insulation may be used EAYSEAL"mCLOSED CELL SPRAY-APPLIED ouonalternative bowater-resistive barriers required|nIBC POLYURETHANE FOAM INSULATION Section 1404.2and IRC Section R7U32 The attributes of the opn* foam insulation as an 1 � E\N�Ly�T��0�� '� ' alternative wo��i«d�m barrier have been verified as 1.1 Compliance with the following codes: conforming to the provisions of (i) CALQmmn Section a2U15 �U12ond3OOQ��n��me/Bu��n°�=�(|BC; 5'407.1and (i0ICC 7U0'2D158ocUon8O2.1.8. 118O2.1.8 ' ~-~~ and 12.6.802.1.8; (iii) 700'2012 Section 602.1.8. w'`2015. 2012 and 2009 International Residential Coae 11.602.1.8 and 12.5.802.1.8; and (iv) ICC 700'2008 Section ��Q �r �a��eoio§vo barriers. Notethat(IRC) a on . . decisions on compliance for those areas rest with the user in 2015 O12and 2DDSInternational Ehw0gYConservation of this report. The user |oadvised of the project-specific OndeP(|ECC) provisions that may be contingent upon meeting specific M 2O13Abu Dhabi/nbe/notionm/Building Code(AJ}|B%)r oonditionu, and the verification of those conditions is 'Tx**o/oo is based on the 2009 mc couo IBC code sections mmreom^o outside the scope of this report.These codes or standards mthis report are the same sections mthe Ao/ou. often provide supplemental information ooguidance. m Other Codes(see Section 8) The obdbuban of the insulation have been verified as conforming to the provisions of ICC 700'2008 Section Properties evaluated: 703.2.1.1.1(c) 000nair 'impermeable insulation. Note that • Surface-burning characteristics decisions on compliance for those mn»oo rest with the user of this *o'-rtThe user is advised � '` ' n • Physical properties provisions that may be contingent upon meeting 19 Thermal resistance oonmuona, and the verification of those conditions is outside the scope of this report.Theme codes or standards � A�oandcnmv space installation often provide supplemental information omguidance. im Air permeability 3.0 DESCRIPTION is yaporpemneonce 3.1 Boyewml,mClosed Cell Foam Plastic Insulation: * xvetepeoiohvebanier oayseo/`" Polar o/oswu Cell spray-applied polyurethane * Exterior walls in Types|through |V construction foam insulation comprises a umheo of products 1'2 Gvmlpmdwm to the following g*mmm code(s) emd/pc designated: BaysealTM QC X' and Bayoeo|n* CO XP.8ayoeo|n« Closed Cell op polyurethane foam insulationm�xndardw'' -'—^ '� is medium-density polyurethane foam plastic intended bn N201 California Green Building Standards Code be installed as m component of floor/ceiling and wall (CALQmen).Title 24.Part ii assemblies. The material immtwo' omponort. closed cell, K'C-FSEvatuartan Reports are not to he construed at repraenlingoesthelies or anyother attribute%notspectileallyaddressed.nor are they to be const7ed as all endorsentent ofthe subject ofthe report or a reconimendattonfor its use.71tere Is no irorranty hy ice&aluaflon Service,LLC expre.s v or iniphvc,at ME to atkyfinding or other inatter it)this report.or at to attv product cowred by lite report ulmu Copyright mcu1rICC Evaluation Service,LLC. All rights reserved Page Ims ESR-2072 I Most Widely Accepted and Trusted Page 2 of 6 one-to-one-by-volume spray foam insulation with a nominal one-component,water-based intumescent coating supplied density of 1.9 pcf (30 kg/m). The insulation is produced in 5-gallon (19 L) pails and 55-gallon (208 L) drums. The in the field by combining a polymeric isocyanate (A coating material has a shelf life of one year when stored in component) with a polymeric resin blend (B component). factory-sealed containers at temperatures between 50°F The insulation liquid components have a shelf life of six (10°C)and 80°F(270C). months, are supplied in nominally 55-gallon (208 L) drums 4.0 INSTALLATION and must be stored at temperatures between 70°F (21°C) and 80°F(27°C)a minimum of 48 hours prior to use. 4.1 General: 3.2 Surface-burning Characteristics: SaysealTm Closed Cell spray foam insulation must be The insulation at a maximum thickness of 4 inches installed in accordance with the manufacturer's published (102 mm) and a nominal density of 1.9 pcf(30 kg/m) has installation instructions and this report. A copy of the a flame-spread index of 25 or less and a smoke-developed manufacturer's published installation instructions must be index of 450 or less when tested in accordance with ASTM available at all times on the jobsite during installation. E84. Thicknesses of up to 8 inches (203 mm) for wall 4.2 Application: cavities and 12 inches (305 mm) for ceiling cavities The insulation is spray-applied on the jobsite using are recognized based on room comer fire testing in volumetric positive displacement pumps as identified in the accordance with NFPA 286,when covered with a minimum Accella Polyurethane Systems application instructions.The /2-inch-thick (13 mm) gypsum board or an equivalent maximum service temperature must not exceed that thermal barrier complying with, and installed in accordance specified in the manufacturer's published installation with,the applicable code. instructions.The foam plastic must not be used in electrical 3.3 Thermal Resistance(R-values): outlet or junction boxes or in contact with water.The foam The insulation has thermal resistance (R-value) at a mean plastic must not be sprayed onto a substrate that is wet, or temperature of 75°F(24°C)as shown in Table 1. covered with frost or ice,loose scales,rust,oil,or grease. 3.4 Vapor Permeance: The insulation must be applied in accordance with the manufacturer's published installation instructions up to the The foam plastic has a vapor permeance of less than maximum total thickness as specified in Sections 3.2, 4.3 1 perm (5.7x10-" kg/Pa-s-m )when applied at a minimum and 4,4. Additional passes, if necessary, may be applied thickness of 1 inch (25.4 mm) and may be used where a after ten minutes or more of curing time. Class II vapor retarder is required by the applicable code. 4.3 Thermal Barrier: 3.5 Air Permeability: 4.3.1 Application with a Prescriptive Thermal Barrier: Bayseal"m Closed Cell spray foam insulation is air- Baysealm Closed Cell spray foam insulation must be impermeable in accordance with 2015 IBC Section 1203.3 separated from the interior of the building by an approved and 2015 and 2012 IRC Section R806.5(2009 IRC Section thermal barrier of 1/2-inch-thick (12.7 mm) gypsum R806.4), at a minimum thickness of 3/4-inches (19.1 mm), wallboard or an equivalent 15-minute thermal barrier based on testing in accordance with ASTM E283. complying with, and installed in accordance with, IBC 3.6 BaysealT"'IC Coating: Section 2603.4 or IRC Section R316.4, as applicable. Thicknesses of up to 8 inches (203 mm) for wall cavities BaysealTm IC coating is a one-component, water-based and 12 inches (305 mm) for ceiling cavities are polymer coating. BaysealTM IC intumescent coating is recognized, based on room corner fire testing in supplied in 5-gallon (19 L) pails and 55-gallon (208 L) accordance with NFPA 286. drums and has a shelf life of one year when stored in a 4.3.2 Application without a Prescriptive Thermal factory-sealed container at temperatures of 50oF (100C) or PP p above. Barrier: 3.7 Flame Seal TB Coating: 4.3.2.1 Application with Flame Seal TB Coating: The Flame Seal TB Coating (ESR 4002) is manufactured by prescribed 15-minute thermal barrier may be omitted when installation is in accordance with this section. The Flame Seal Products, and is a two-component (Flame BaysealTm Closed Cell insulation and Flame Seal TS Seal TB resin and Flame Seal T50 crosslinking catalyst), system (ESR-4002 may be used in lieu of the prescribed water-based polymer intumescent coating. The coating is 15-minute thermal barrier. The foam plastic insulation supplied in 5-gallon (19 L) pails [4 gallons(15.1 L) of resin thickness must not exceed 6 inches (152 mm)in walls and and 1 gallon (3.8 L) of catalyst) and 55-gallon (208 L) ceilings, and the insulation must be covered with 18 dry drums [40 gallons (151.4 L) of resin and 10 gallons mils (0.46 mm), at a minimum rate of 1.2 gallons (6 Q per (37.8 L) of catalyst] and has a shelf life of one year when 100 square feet(9.3 m2)].The substrate must be dry,clean stored in factory-sealed containers at temperatures and free of dirt and loose debris or other substances that between 40°F(4°C)and 90OF(320C). could interfere with the adhesion of the coating. Flame 3.8 TPR2 Fireshell®BMS-TC Coating: Seal TB may be applied by airless sprayer, conventional TPR2 Fireshell BMS-TC (ESR-3997) is manufactured by spray, medium knap roller or brush at ambient TPR2 Corporation, and is a one-component, water-based temperatures between 50°F (10°C) and 95°F (35°C) 62°F polymer intumescent coating. The coating is supplied in and 95°F (16°C and 35°C) and relative humidity of not 5-gallon (19 L) pails and 55-gallon (208 L) drums and has more than 85 percent. a shelf life of one year when stored in factory-sealed 4.3.2.2 Application with TPR2 Fireshell° BMS-TC containers at temperatures between 45°F (7.2°C) and Coating:The prescribed 15-minute thermal barrier may be 95°F(350C). omitted when installation is in accordance with t2 is section. 3.9 DC 315 Coating: The BaysealTM Closed Cell insulation and TPR Fireshell BMS-TC system (ESR-3997) may be used in lieu of the DC 315 (ESR-3702) is manufactured by International prescribed 15-minute thermal barrier. The foam plastic Fireproof Technology Inc. / Paint to Protect Inc., and is a insulation thickness must not exceed 71/4 inches(184 mm) ESR-2072 i Most Widely Accepted and Trusted Page 3 of 6 in walls and 91/4 inches (235 mm) in ceilings, and the 2015 and 2012 IRC Section_ R806.5 or 2009 IRC insulation must be covered with 12 dry mils (0.30 mm) Section R806.4. [20 wet mils(0.51 mm)], at a minim2 m rate of 1.24 gallons ® Combustion air must be provided in accordance with (4.7 L) per 100 square feet (9.3 m )]. The substrate must Section 701 of the lntemational Mechanical Code® be dry, clean and free of dirt and loose debris or other (IMC). substances that could interfere with the adhesion of the coating. TPR2 Fireshell® BMS-TC may be applied by 4.4.2.2 Use with BaysealTM IC Coating: BaysealTA4 airless sprayer, conventional spray, medium knap roller or Closed Cell insulation may be spray-applied to the brush at ambient temperatures between 62°F and 95°F underside of roof sheathing and/or rafters, and the (16°C and 35°C) and relative humidity of not more than underside of wood floors and/or floor joists in crawl spaces 65 percent. as described in this section. The thickness of the foam plastic applied to the underside of the wood floor or roof 4.3.2.3 Application with DC 315 Coating: The sheathing must not exceed 12 inches (305 mm). The prescribed 15-minute thermal barrier may be omitted when thickness of the spray foam insulation applied to vertical installation is in accordance with this section. The wall surfaces in attics and crawl spaces must not exceed BaysealTm Closed Cell insulation and DC 315 Coating 8 inches (203 mm). All foam plastic surfaces must be system (ESR-3702) may be used in lieu of the prescribed covered with 4 dry mils (0.1 mm) of BaysealTM IC 15-minute thermal barrier. The foam plastic insulation intumescent coating, applied at a rate of 0.5 gallon (1.9 t-) thickness must not exceed 71/4 inches (184 mm) in walls per 100 square feet (9.3 m). BaysealTm IC intumescent and in ceilings and the insulation must be covered with coating may be applied by brush, roller or airless sprayer 12 dry mils [18 wet mils (0.45 mm)], at a minimumrateof at ambient temperatures between 50°F and 115°F (10°C 1.12 gallons (4.23 L-) per 100 square feet (9.3 m). The and 46°C) and relative humidity of less than 75 percent. substrate must be dry, clean and free of dirt and loose Surfaces to be coated must be dry, clean, and free of dirt, debris or other substances that could interfere with the loose debris and any other substances that could interfere adhesion of the coating. The DC 315 Coating may be with adhesion of the coating. BaysealTm Closed Cell applied by airless sprayer at ambient temperatures insulation, as described in this section, may be installed in between 50°F and 90°F (10°C and 32°C) and relative unvented attics in accordance with 2015 and 2012 IRC humidity of not more than 65 percent. Section R806.5(2009 IRC Section R806.4). 4.3.2.4 Use as Interior Finish: The BaysealTm Closed 4.4.2.3 Application of Bayseall" CC X and BaysealTm Cell spray-applied polyurethane foam insulation and CC XP Closed Cell Insulation without Coating: intumescent coating systems, as described in Section BaysealTM CC X or BaysealTM CC XP Closed Cell 4.3.2.1 or 4.3.2.2 may be used as an interior finish in all insulation may be spray-applied to the underside of roof construction types under the IBC and dwellings under the sheathing and/or rafters and the underside of wood floors IRC. and/or floor joists in crawl spaces as described in this 4.4 Attics and Crawl Spaces: section. The thickness of the foam plastic applied to the underside of the wood floor or roof sheathing must not 4.4.1 Application with a Prescriptive Ignition Barrier: exceed 111/4 inches(286 mm). When BaysealTm Closed Cell insulation is installed within attics or crawl spaces where entry is made only for service The thickness of the foam plastic insulation applied to of utilities, an ignition barrier must be installed in vertical surfaces. in attics and crawl spaces must not accordance with 1BC Section 2603.4.1.6 or IRC Sections exceed 71/4 inches (184 mm). BaysealTm CC X or R316.5.3 and R316.5.4, as applicable. The ignition barrier BaysealTm CC XP Closed Cell insulation, as described in must be consistent with the requirements for the type of this section, may be installed in unvented attics in construction required by the applicable code, and must be accordance with 2015 and 2012 IRC Section R806.5 or installed in a manner so the foam plastic insulation is not 2009 IRC Section 8806.4. exposed. The insulation as described in this section may When Bayseal'"A CC X or BaysealTTM CC XP Closed Cell be installed in unvented attics in accordance with 2015 and insulation is installed in accordance with this section, the 2012 IRC Section R806.5 or the 2009 IRC Section R806.4. ignition barrier in accordance with IBC Section 2603.4 and 4.4.2 Application without a Prescriptive Ignition IRC Section R316.5.3 may be omitted. Barrier: 4.4.3 Attic Floors: 4.4.2.1 General:Where BaysealTm Closed Cell insulation 4.4.3.1 Use on Attic Floors with BaysealTm IC Coating: is installed without a prescriptive ignition barrier as BaysealTm Closed Cell insulation may be installed at a described in Section 4.4.2.2, 4.4.2.3, 4.4.3.1 or 4.4.3.2, in maximum thickness of 8 inches (203 mm) between and attics and crawl spaces,the following conditions apply: over the joists in attic floors.All foam plastic surfaces must u Entry to the attic or crawl space is only to service utilities be covered with 4 dry mils (0.1 mm) of BaysealTm IC and no storage is permitted. coating uniformly applied at a rate of 0.5 gallons(1.9 Q per loo square feet (9.3 m2). Bayseal IG coating may be ® There are no interconnected attic or crawl space areas. applied by brush, roller or airless sprayer at ambient ® Air in the attic or crawl space is not circulated to other temperatures between 50°F and 115°F (10°C and 46°C) parts of the building. and relative humidity of less than 75 percent. Surfaces to be coated must be dry,clean,and free of dirt, loose debris in Under-floor (crawl space) ventilation is provided when and any other substances that could interfere with required by 2015 IBC Section 1203.4 (2012 and 2009 adhesion of the coating. The insulation must be separated IBC Section 1203.3) or IRC Section R408.1, as from the interior of the building (beneath the attic) by an applicable. approved thermal barrier. The ignition barrier in ® Attic ventilation is provided when required by IBC accordance with IBC Section 2603.4.1.6 and IRC Section Section 1203.2 or IRC Section R806, except when R316.5.3 may be omitted. air-impermeable insulation is permitted in unvented 4.4.3.2 Use of BaysealT" CC X and BaysealTm CC XP attics in accordance with 2015 IBC Section 1203.3 and Closed Cell Insulation on Attic Floors without Coating: ESR-2072 I Most Widely Accepted and Trusted Page 4 of 6 BaysealTM CC X or BaysealTM CC XP Closed Cell accordance with IRC Section R318.4 or 2015 and insulation may be installed exposed at a maximum 2009 IBC Section 2603.8 (2012 IBC Section 2603.9), thickness of 7 /4 inches (184 mm) between and over joists as applicable. in attic floors without a code-prescribed ignition barrier or 5.8 Jobsite certification and labeling of the insulation must intumescent coating. The insulation must be separated comply with 2015 IRC Section N1101.10 12012 IRC from the interior of the building by an approved thermal Section N1101.12 (2009 IRC Section N1101.4)] and barrier.The ignition barrier in accordance with IBC Section 2015 and 2012 IECC Sections C303.1, R303.1 and 2603.4.1.6 and IRC Section R316.5.3 may be omitted. R401.3 (2009 IECC Sections 303.1 and 401.3), as 4.5 Water-resistive Barrier: applicable. BaysealTM Closed Cell spray-applied polyurethane foam 5.9 Use of the insulations in fire-resistance-rated insulation may be used as the water-resistive barrier construction is outside the scope of this report. prescribed in IBC Section 1404.2 and IRC Section R703.2, 5.10 BaysealTM Closed Cell spray-applied foam insulations when installed on exterior walls as described in this are produced by Accelle Polyurethane Systems, LLC, section. The insulation must be spray-applied to the in Spring,Texas, under a quality-control program with exterior side of the sheathing, masonry or other suitable inspections by ICC-ES. exterior wall substrates to form a continuous layer of 1 inch 6.0 EVIDENCE SUBMITTED (25.4 mm) minimum thickness. All construction joints and penetrations are to be completely sealed with BaysealTM 6.1 Data in accordance with the ICC-ES Acceptance Closed Cell insulation. Optionally, self-adhering flexible Criteria for Spray-applied Foam Plastic Insulation flashing materials complying with ICC-ES Acceptance (AC377), dated April 2016, including reports of tests Criteria for Flexible Flashing (AC148), dated April 2015, in accordance with Appendix X. may be installed around penetrations and openings prior to 6.2 Reports of room comer tests in accordance with application of the BaysealTM Closed Cell spray-applied NFPA 286 and UL 1715. insulation. 6.3 Report of potential heat of foam plastics tests in 4.6 Exterior Walls in Types I, II, III and IV accordance with NFPA 259. Construction: 6.4 Report of air leakage tests in accordance with ASTM When used on walls of Type I, II, III and IV construction, E283. the assembly in which the BaysealTM Closed Cell spray- 6.5 Data in accordance with the ICC-ES Acceptance applied polyurethane insulation is used must comply Criteria for Foam Plastic Sheathing Panels Used as with Section 2603.5 of the IBC and must be installed at Water-resistive Barriers (AC71), dated February 2003 a maximum thickness of 3.25 inches (82.6 mm) in (editorially revised January 2016). accordance with the manufacturer's published installation instructions and this report. The potential heat of the 6.6 Report of water vapor transmission testing in BaysealTM Closed Cell spray-applied polyurethane accordance with ASTM E96. insulation is 1838 Btu/ft2(20.9 MJ/m2)per inch of thickness 6.7 Report of fire propagation characteristics testing in when tested in accordance with NFPA 259. Wall accordance with NFPA 285. assemblies complying with this section must be as 6.8 An engineering analysis supporting the report of described in Table 2. testing in accordance with NFPA 285. 5.0 CONDITIONS OF USE 7.0 IDENTIFICATION The BaysealTM' Closed Cell spray-applied foam plastic Components for BaysealTM Closed Cell spray-applied foam insulations described in this report comply with, or are plastic insulations are identified with the manufacturer's suitable alternatives to what is specified in, those codes name (Accella Polyurethane Systems, LLC), address and listed in Section 1.0 of this report, subject to the following telephone number; the product name (BaysealTM CC X or conditions: BaysealTM CC XP); mixing instructions; the density; the 5.1 The products must be installed in accordance with the flame-spread and smoke-development indices; and the manufacturer's published installation instructions, this evaluation report number(ESR-2072). evaluation report and the applicable code. If there are Flame Seal TB coating is labeled with the manufacturer's any conflicts between the manufacturers' published name and address; the product name; the date of installation instructions and this report, this report manufacture, the shelf life or expiration date; the governs. manufacturer's instruictions for application, and the 5.2 The insulation must be separated from the interior of evaluation report number(ESR-400?-). the building by an approved 15-minute thermal TPR2 Corporation Fireshell BMS-TC coating is labeled barrier, except when installation is as described in with the manufacturer's name and address; the product Sections 4.3.2 and 4.4, name; the date of manufacture, the shelf life or expiration 5.3 The insulation must not exceed the thicknesses noted date: the manufacturers instruictions for application, and in Sections 3.2,4.3 and 4.4 of this report. the evaluation report number(ESR-3997). 5.4 The insulation must be protected from exposure to International Fireproof Technology Inc./ Paint to Protect weather during and after application. Inc. DC 315 coating is labeled with the manufacturer s name and address; the product name; the date of 5.5 The insulation must be applied by contractors manufacture, the shelf life or expiration date; the qualified by Accella Polyurethane Systems,LLC. manufacturer's instructions for application, and evaluation 5.6 When use is on buildings of Types I, ll, III and IV report number(ESR-3702). construction, construction must be as described in 8.0 OTHER CODES Section 4.6 and Table 2. In addition to the codes referenced in Section 1.0, the 5.7 Use of the insulation in areas where the probability of products described in this report were evaluated for termite infestation is "very heavy" must be in compliance with the requirements of the following codes: ESR-2072 I Most Widely Accepted and Trusted Page 5 of 6 ® 2006 Intemational Building Codee(2006 IBC) ventilation must be in accordance with IBC Section ® 1203.3 of the 2006 and 2003 IBC or IRC Section R408, ® 2006 International Residential Code (2006 IRC) as applicable. Additionally, an ignition barrier must be ® 2006 International Energy Conservation Code® installed in accordance with Sections R314.5.3 or (2006 IECC) R314.5.4 of the 2006 IRC or Section R314.2.3 of the Is 2003 International Building Code®(2003 IBC) 2003 IRC,as applicable. ■ 2003 International Residential Code"(2003 IRC) a Application without a Prescriptive Ignition Barrier: See Section 4.3.2, except attics must be vented in ® 2003 International Energy Conservation Code® accordance with Section 1203.2 of the 2006 and 2003 (2003 IECC) IBC or Section R806 of the 2003 IRC, and crawl space The products comply with the above-mentioned codes as ventilation must be in accordance with IBC Section described in Sections 2.0 through 7.0 of this report, with 1203.3 of the 2006 and 2003 IBC or IRC Section R408, the revisions noted below: as applicable. ® Application with a Prescriptive Thermal Barrier: See 0 Protection against Termites: See Section 5.7, except Section 4.3.1, except the approved thermal barrier must use of the insulation in areas where the probability of be installed in accordance with Section R314.4 of the termite infestation is "very heavy" must be in 2006 IRC or Section R314.1.2 of the 2003 IRC, as accordance with Section R320.5 of the 2006 IRC or applicable. Section R320.4 of the 2003 IRC. a Application with a Prescriptive Ignition Barrier: See ® Jobsite Certification and Labeling: See Section 5.9, Section 4.4.1 except attics must be vented in except jobsite certification and labeling must comply accordance with Section 1203.2 of the 2006 and 2003 with Sections 102.1.1 and 102.1.1.1, as applicable, of IBC or Section R806 of the 2003 IRC, and crawl space the 2006 IECC. TABLE 1-THERMAL RESISTANCE(R-VALUES)' THICKNESS(inches) R-VALUE(°F.fe.hlBtu) 1 69 2 14 3 21 3.5 24 4 28 5 34 5.5 38 6 41 7 48 7.5 52 8 55 9 62 10 69 11 76 12 83 For SI:1 inch=25 5 mm;1°F.ft2.h/Btu=0.176110-K.m2lW. 'R-values are calculated based on tested K values at 1 and 3 5-inch thicknesses. ESR-2072 I Most Widely Accepted and Trusted Page 6 of 6 TABLE 2—NFPA 285 COMPLYING EXTERIOR WALL ASSEMBLIES WALL COMPONENT MATERIALS Base Wall System- 1-Concrete wall Use either 1,2 or 3 2—Concrete masonry wall 3—1 layer 5/8-inch-thick Type X gy,psum wallboard complying with ASTM 036 or C1396 on the interior,installed over minimum 3/8-inch-deep,No.20 gage,C-shaped steel studs,spaced a maximum of 24 inches on center with lateral bracing every 4 feet vertically.Gypsum wallboard must be attached with No.6,1'14-inch-long self-tapping screws located 8 inches on center along the perimeter and in the field of wallboard.Gypsum wallboard joints must be taped and treated with joint compound in accordance with ASTM C840 or GA-216 Fioorline Firestopping 4 pcf mineral wool(e.g.,Thermaflber)in each stud cavity at each floorline,attached with Z-clips Cavity Insulation—Use either 1,2 or 3 1—None 2—Fiberglass batt insulation(faced or unfaced) 3—Bayseal closed cell or open cell insulation Exterior Sheathing—Use either 1 or 2 1—'/Z-inch-thick,exterior-type gypsum sheathing 2—5/8-inch-thick,extenor-type gypsum sheathing Exterior Insulation BaysealT"closed cell SPF,up to a maximum nominal thickness of 3 inches Exterior Wail Covering— 1—Brick-standard nominally 4-inch-thick clay brick;brick veneer anchors—standard types Use either 1,2 or 3 installed a maximum of 24 inches OC vertically on each stud —Maximum 2-inch air gap between exterior insulation and brick 2—Stucco-minimum /4-inch-thick,exterior cement plaster and lath.A secondary water- resistive barrier may be installed between the exterior insulation and the lath.The secondary water-resistive barrier must not be full-coverage asphalt or butyl-based self-adhered membranes 3—Minimum 2-inch-thick limestone.Any standard non-open-jointed installation technique such as ship-lap,etc.,may be used For SI:1 inch=25.4 mm;1 pcf=16.018 kglm3. rOREM mom Eco Touch lame Spread 25 TtH 1 iaFibergii Mysical Properties r°,�ylf.! ��. - a:s '^ ..7�•t+Y.,•• --'•�xi rfiv_;*- 7o.--x-7+i.u�r;-o�.n ,+-.� ,�xV-r ;4 .`vi �:kio...,.L:•F...,,,.r, sex„'x'�i:.arw"w:�:�;�Y.»+t�'��.t7�^uW.: .�C�' wf�.�. wwa.ti:�tttk:,4.,...,� See'A'.ailability"table a.y Therrt,afRc• ictance ASP. C5i& forP,•values Surface Burning Charactensbcs ASTh4 E84' `+ .1 M trite spreadrstttob dst'eloped) FSK <25f<50 PSK <25I<50 trF^ lk�`. jiY';': yJ:,r,ty r i tr'•', Critical Radiant Flu,itiJrcnt-} ASTf.IE70 >012 (�,;.,T a,ss}f;+,�" ,r:•'u`;>i,,'``: ,A x)t,i � Water Vapor Pnmteance(pemts) `4tj`5,+` li t �,[, '?E'tri F$K ASTlA E96- .5 C;.,1 a .. `n 1 4S�" 3 t@, t'Y, ,''r"�,: PSK AS7F.7 E96• .b k` `E .. -.f ,t��i.,�.saa.'.� .F�, tr ,•';j�`,�a�d ASTM C 150»' -✓ ',�Ns�s-�',�'t11- °,;:� d;<{ar t•-i'•v„r.,...xt`•`,+R ti�`a 4ti'ater/a tBoc tan(b vxetphtl <o^.: ;. . l z° ; ,r+ jl„,lt.,l .tti=i.;�n No p C1 iO4A I�„r,'-„,r*v'`'•”-'Sns'::;d'r'111 :�.�.w.s-F..'��s.:.CY'W;'£I Int ki:.;idy:�^ QdorEnasaron ASTlviCt9U4 pass Corrosion Remts-,c< A STM 0605. p.l�. Description ut 1-.2 < Owens Corning' EcoTouch' Flame Spread 25 Fiberglas' Fungi Recist:utco(finerglast.or ly; ASTt.1 01336 pass Insulation is a preformed,flexible blanket insulation. It is t ASTM E84 is usedsclely to measure and describe lomportes of products,q response to heat and flame uncer controlled laboratory condaions and shoud not be used to descnbe or produced in R-values from 11 to 49,at thickness from 31/2 approvo:he Uro hazard of materials indor actual fire condiacns Howevar,the results of those teats to 11 inches. It is available with either a FSK(foil-scrim-kraft) ofthef e,hay be used epan. intronts d uenValu sessmeportednt that ttothakesenearto ec five'at'r.9unt ai of factors o!the fire hazard ale part,euter end use Yafuos ate reported to the nearest live ramp or PSK(poly-scrim-kraft)facing;both of which act as vapor 2 Desslcantme:nod retarders and provide a neat, finished appearance. Ciassific;I, on �:*1'..%^v;�;4•� �;�--,x h'r�:3Ci{'ty, }�"';-”" rwS�i.ii,k��r�;MC 4x ,.E-::�rr...�0:rr;""�a�;� eai u ri'f"^. a3',....,f,:.��'} x:.«.::"miM1 -S'e;$.v�..'Y `M';._.t.'�(;4�;u.:3 irf'�i�, `A.ii:Y� ;^i=i.#A�ti.'•t �y1'Z .F ua�;'."�`'.�-�f'.i, '`-'f s`a" ,':w�Y'. �i �e'....>r. ::�.2-YUF:TaAi�.,2�.'':.,•t.:.Tr:�^�:tG.e..:,:.7,k:as�':.':7:.:�:iA h, R • Excellent thermal control FSK All Type Type 1n Class A,Cat t ■ Effective acoustical performance PSK Aft Typcs Typo II,Clasc A Cat.1 Provides long term performance and will not settle not slump within wall cavities • Less dust than other fiberglass insulation products ntalldards-, �%^.,O'dges to ornplNnce Excellent recovery characteristics' ° Manufactured in compliance with ASTM C 665 Compression packaging speeds job site handling and ■ Federal Specification HH-1-521F has been canceled and installation replaced by ASTM C 665 t Arlo'o,ngto2oi0asiaals,alconduotod nToronto,Co-,adabyDucker Worldwidoonbehalf of ° Classified noncombustible when tested in accordance Covens Cornma Ins.tlat—, Systema LLG with ASTM E 136 Applica TI01119 ° EcoTouch' Flame Spread 25 insulation is accepted for use Wall,floor and roof/ceiling assemblies where the insulation in all ICC building construction types(1 through V) will be left exposed, or where a low flame spread vapor Certified to meet California Code of Regulations,Title retarder facing is required 24, Chapter 12-13,Article 3, "Standards for Insulating ■ Concealed applications of assemblies for non- Material" combustible construction S�: >it�tt S3Gsieiratit�riX * Wood and metal framed assembly cavities,or attached to aurfac�o with impaling pins The building thermal barrier(insulation)should be in continual alignment with the building air barrier ° In framed cavities product thickness should match the depth of the framing members • Follow the local, applicable building code(s)to determine the need for and placement of a vapor retarder Do not install insulation on top,or within 3 inches of a recessed light fixture unless the fixture is labeled as "insulation contact" (IC)rated A,V all;,abil'afy 111,16tall8'ttsCn See Owens Corning publication"Installation Guide for Light tnt,,e✓.q,.n�X'tt�{k�'"LenS�,...�.. �•.�' �itl t 7 ;;vi,�i�'t��.iL,� ��`.3 ayi2.-f1(�,t'•7gsJ Wool Frame lrJalls Density Building Insulation"(Pub. No, 10017858)for more information.Both FSK and PSK EccTouchv Flame Spread FSK-E- 23` 93 6'25 1'° 25 insulation facing options are more abuse-resistant than PSK-E` 23' °3 s 25 1°' most other building insulation facings. However,when it PSK-E' 23• 96- 6.25' 19: is installed in areas where the material may be subject to FSK-f:• 23 Gg 625 19• abuse, suitable protection should be provided. PSK 15 93 55 21 NlotalFrx,leI'ra;o3Wri i,`f3ili:➢e,mial and .-Sustaina cility FSK 16 sb 35 13 Owens Corning is a worldwide leader in building material FSK 24 96' 3.5 13 systems,insulation and composite solutions,delivering a FSK 16' 96' 625' 19 broad range of high-quality products and services, FSK Q4 46 6215 19 Owens Corning is committed to driving sustainability by FSK 10- 98 55 21 delivering solutions, transforming markets and enhancing FlcorCei6ny lives.More information can be found at FSK 16 48 95 30 www.owenscorning.com. PSK-E1 24' 48 95' 30 FSK-E- 24 48 95- 30 FSK 24 4e !P.5 30 Fiberglass products may cause temporary skin and mucous FSK 16 48 1.1 3E membranes itching due to the mechanical abrasion effects FSK24 118 '' ;5 of fibers,a condition which is completely reversible. Owens Corning does not recommend the use of unfaced EcoTouch' 3 Testod por AS T fd C5t8 4 FSK-E%PSK-E=Ertondedtange PINK' Fiberglas" Insulation in exposed applications where It 5 Delivers R16whoatnstaFsdina55'deopcavel will be subject to routine human contact due to this potential temporary irritation. For additional information,refer to the Safe Use Instruction Sheet(SUIS)found in the SDS Database via http://sds.owenscorning.com. cerfifircaw or, ai;d sustclinat)lr~ Fr:`. rtttr:d ' Certified by SCS Global Services to contain a minimum of 55%recycled glass content, i8ok pre-consumer and 37% post-consumer ,,', f ,y:'_ �> :I GREENGUARD Certified products are certified to GREENGUARD standards for low chemical emissions into �'�z�+'Y�;#'•4� '4 " , indoor air during product usage.For more information, '• ,,;,a ;„y "`:s , visit ul.com/gg +` Y e Environmental Product Declaration(EPD)has been certified by UL Environment ar Bronze Material Health Certificate from Cradle to Cradle Produato lrnnovation bistitute y�:::n-.S:su�'s^�.^cu:3.::i:ry.x:ala.^ >.�...m:rc::er.'s7:.ti-v.��..,.-..,::.tt_.rut'r.,;�'..'e�::ssrtr.-aw........:,r,r�•-r.�.._�szs.._::�•�-.a:�.-::a;:.. rvk:t:..,�.aa.:,-`.�..e..,....—.ti.....xz:�:.arac.:xa�wacrar t Dj.sclaiiiier Cit i i 1ilsz� v. F, ONEOWENSNS 1 CORNING LARKVX(TING YSTEMS,LLC '� ° y.:''' =�r;•n; ONE OWENS CORNING PARKVJA'f '' TOLEDO,OHIO.USA Technical m{onnabon eontameo heroin sfurntshed wRhoutchmge orobigatun and is groan and i accepted at recipients sole nsk Eocause conditions of use mayvary and are beyond our control, 3 ,y R�{=yt 1-900-GET-PINK' C,%ans Corn:ng makes no representation,about,and is not responsible orkable for the accuracy wvny.owenscorning.eom \}. or reliability of data assa:rated Knn particular usesef any product deserlbed herem M1' SCS Global Services prov.desindependent von5ca"r of rocycledcontent in ouddine Pub No 18142•R Pr.nted m U S.A 1utJ 2018 B 111 materials and verifies recycled sant naiaby rnanufacturors For more information, THE PINK PANTHER”8 t 1084-20tH M+vo-Gofe tyrt•ht ager Studios Inc l , visit wwvrSCSgbbstr erveed sant All Rights Resolved The color PINK is a registered trademark of Ovens Corning �/.�•" -ho U.S Green Building CAun 11 4,tote Owens Corning All Rights Reserved 4EE0'is a rog+storad trademark of ( ' y 1 APPLICANT: S,C.T.M.a: 1000 (y"� CH"Y'VER 236 (Property Owner,Design Prufesstonilt Contractor.,Agent, Otter)_ —�,— �05�-tii 02 01- 3S.1STORMWATER - DRAINAGE NAME �ia4�R'� • /kIA Section Block Lot x , X31 P'08 2"? L Date: �.j !SA 9 INSPECTION REPORT FORM nstute iWpvv%vnt�r DESCRIPTION OF SITE WORK TO DE COMPLETED COMPLETED Indicate All Site Work that has been completed Checking Yes/No or NA YE NO! NA Submit Documentation for Compliance to the Engineering Department for Review&Approval. a. Maintenance-of Erosion&Sediment Controls b. Limits of Clearing&Area of Proposed Land Disturbance. �.�I� lib 1'�O 1-t t C LUAI-I01L*_(_5 c. Condition of Stockpiled Soils. �0 _ d. Verification of Size& Depth of Leaching Pools. e. Verification of Drain Pipe Installation/Concrete f, Driveway Installation within the Town ROW-Highway Specifications g, Final Site Grading-Effect on Adlaceiit Property [�-a �— d3��ll-_i��iTap PRA G G ,- a_ R i t. nspection of Gutter&Leader System-Drainage Piping [_j(�� E �}�lG{,� � ,CTIoU�1 _L� {�0 { i. Instalation of propose Swimming Pool and discharge'ring QVF?ZALL S ITt; 9L>$14 NAVE 8£€N CO rnPLI✓C61) 1 j. Inspection ofConstructionEntrance/StagingArea(s. VI"w69-- k. Location of proposed-concrete washout area(s). 00.0 ? A Final inspection Report,must be completed prior to issuance of Certificate of Occupancv. The applicant has three options for certification of drainage installations . sic OPTION$:1. Certification of Drainage Installation with As-Built drawings prepared&Sealed by a Registered Design Professional Licensed in the State of New York OPTION':2 Photographs showing placement of all drainage structures with appropriate background indicating location of all structures and drainage piping. OPTION 0:& Site inspection of open excavation prior to complete backfill and a written approval from the Town Engineering Department. OPTION°:1. OPTION*:2. Provide Certification of Drainage Installation with As-Built drawings prepared Submit Photographs to the Town Engineering Department showing placement &Sealed by a Registered Design Professional Licensed in the State of New York. of all drainage structures with appropriate background indicating location Professional Certification&As-Built Drawings must be submitted to the of all installed structures and drainage piping&site grading. Town Engineering Department. TOS Review NOTES TOS Review NOTES: Obi VVS14AL :5 T I' 0 WILL 69 G> >z?'e at o 6a C e UN iTS Ir TjI i - "FOR EINGIN411GARTMENT SE-ONLY***# Additional Work is Required for Approval. Reviewed& SMCP Installation is Not Complete. (See Notes Above) APProvedBy: - - - - - - - -= - - - - - - - - - - - - - - - Stormwater Management Plan Installation has been Date i9 Inspection': Completed & Approved by the Engineering Department. t FORM " SWC Inspection Report Form-TOS October 2014 N 1 • • COMMENTS ---------------------------------- 'FOUNDATION 1 -- ROUGH PLUMBING i [077milf-IF.M, "Til INSULATION PER N. Y.. ZA STATE ENERGY CODE I I u A;, [1►�[� v' 1 M%' irli i ADDITIONAL • p ; ,,� ?- ■��i'l, 2% 71 f " �,_� • • TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING bEPARTMENT Dor you have or need the following,beforeapplying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny-gov ' — PERMi.YNU - 0 Check Septic Foran N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined �. ,20 _ Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved ,20 Mail to: �` �` °� �g Disapproved a/c Phone: 71 '-2- 6 7 Expiration 20 ' i Spector MAPPLICATION FOR BUILDING PERMIT , OCT 2017 Q Date , 2Q-.- - 0.- INSTRUCTIONS •`T`J`.�a�i"�,s assay U14N I be-completely filled in by typewriter or in ink and-submitted to"the Building Inspector with 4 sets-of plans,accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public-streets or areas,and waterways. c.The work covered by this application may-not be commenced before issuance of Building Permit. d..Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection-throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so'ever until the Building Inspector -issues a-Certificate of Occupancy. f. Every building permit shall expire if the work-authorized has not commenced within 12 months after the date of issuance-or has-not been completed within-18 months from such date..If no zoning amendments or other regulations affecting the property have been enacted'in the interim,the Building Inspector may authorize;in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION-IS HEREBY MADE to the Building Department for the issuance of a-Building Permit pursuant to the Building Zone Ordinance of the Town of.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. K(I (Signature of applicant or, ame,if a corporation) �p to (Mailing address of applican State whether applicant is owner, lessee;agent, architect,engineer, general contractor, electrician, plumber or builder b W ne*-," / Name of owner of premises (As on thd tax roll or-latest deed) If applicant is a corp ation,signatiAre of dul au orized of ice (Name and title of cor rate officer Builders License No. Plumbers License-No. - -Electricians License-No. Other Trade's License No. + 1. Loc t•on_ f 1 id on hicil l6roposelwor%//�willi e, do 44 House Number Street ;, , ; Hamlet .�3s-, <r , County Tax Map No. 1000 Section-. d El0ck Lot- Pq '�7 1 Subdivision ' V Filed Map No. Lot Co W>e) irc. r-el- 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existinguse and occupancy ., r b. Intended use and occupancy co tads Ke t i Joe 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other-Work (Description) 4. Estimated Cost_ P00 00®0d0 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units ( Number of dwelling units on each floor If garage, number of cars 12 C&4/ 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any:Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear .Depth Height Number of S,t'or.ies`- `"%% ' "_ , r - }8. Dimensions of entre new ons uction: Front ear 1 =.; � Depth 106 Height 7 Number of Stories be&� -1 . 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner n . 11. Zone-or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES—'NO 13. Will lot be re-graded? YES VINO Will excess fill be removed from premises? YES NO ��►vec3cr2N�� stEe. �.O . Eek' qo 14. Names of Owner of premises L-t--<= ® Address C WPhone No. ,b Name of Architect '`§c C H Address --t 9" f4tfl Phone No o6 3 q Name of Contractor '3Ct.4v%P- a4 61-1 Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? "YES NO- IF O-IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO IF YES,D.E.C._PERMITS MAY BE REQUIRED. 16.Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions wit respect to this property? * ES f/ NO IF YES, PROtiIDE A_ COPY. STATE OF NEW YORK) SS: COUNTY OF Hv-n tom- being-duly sworn, deposes and says that(s)he is the applicant (Name of individual lignin contract)above named, (S)He is the (Contractor,Age t, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be e performed in the manner set forth in the application filed therewith. Sworn to before me this } day of e/L 201 CONNIE D.BUNCH �� C'� --t otary Public,State of Neer Yor No.01 BU6185050 Nptary Public Qualified In Commission Expires April 14,2 are 0 p 'cant Y + g11FFOL,�c BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11,971-0959 +pQO�� Telephone (631) 765-1802 - FAX (631) 765-9502 roger.fichert(a-town.southold ny us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY " Date: _. Company Name: Name: License No. 06 H 6 email: � � � h Address: ,o w ox l� /N Phone No.: 6*0 6 JOB SITE INFORMATION: (Ali infonnatioi Required) Name: �'vd Address: © Lr �l dodo, Cross Street: _ Phone 'No.: Bldg.Permit#: �'�av�7S email: @ 4� Tax Map District: 1000 Section: Oo?. ® I Block: 1100 Lot- 41 BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: Y� / NO Rough In Final Do you need a Temp Certificate?: /YEV NO Issued On } Temp Information: (AII information re wired). F# UhdFergr6bdnd 1 Ph 3 Ph Size: � � A #Meters Old Meter# - Fire Reconnect-Flood Reconnect- Service Reconnected - Underground -Overhead Lateral 1 ' H Frame Pole Work done on Service? Y N Additional Information: _.` PAYMENT DUE WITH APPLICATION 'Request for Inspection'Form.xls OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex *QF SO!/jP.O.Box 1179 54375 State Route 25 �0� Ol0 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold,NY Telephone: 631765-1938 y www.southoldtownny.gov COU PI.ANNINGOBOOARD oOFnFiCE D �,ft�,� TOVWN % #4 M D FEB _ 72018 MEMORANDUM TOWN OFSOU'UOLD To: Michael Verity, Chief Building Inspector From: Donald J. Wilcenski, Planning Board Chairman Date: February 7, 2018' Re: Harvest Pointe (The Heritage at Cutchogue) Elevations/Site Plan The Planning Board reviewed their approval of this project and has determined that, for Phase 1, all the units beginning with "B" (B, B1, 132), are interchangeable with what is shown on the site plan, i.e. a B unit shown on the site plan can be replaced by a 131 or B2 unit and vice.versa. They also determined that the units beginning with "A" can also be interchangeable, so anywhere an "A" unit is shown, could be replaced by Al unit instead, at the discretion of the applicant, The Planning Board will reassess this prior to the beginning of Phase 2. In addition, the changes as shown on the architectural drawings submitted on February 5, 2018 for units 25, 26, 77-82, 123, 124 are also approved by the Planning Board. Enclosed please find an original set with the approval stamp of the Planning Board. q9 EN z 6� �6' 16 ' 2 , 5+00 S,r. t1-1 �v2 TOP 6� �R7-1 Ste, — 00 N3 Fti o , + R7-XR 2 M � 1 c'X P 00 N P R7-XL 2 <"y LA ' o �-PROPOSED COVERED \ �' 14' x 20' PATIO (TYP.) 1 PROPOSED NATURE TRAIL (PERVIOUS PAVERS) 19 P ` � 1 Y a, COVEREDD R7-XR ♦1�l 'pis 15' x 20' R1-1 PATIO (TYP.) �� O �W11- t? STRIPE �k� gyp CROSS PROPOSED / � 50' BUFF BREEZEWAY �,� (�) BBC n TYPE B-D (NP,) RAMP R7-XL (TYP.) R7-XR �s N37'13'30"W P BELGIrETAIL) BLOCKI CURBYP. (SEE R7-XLx& �3 I ,ya � P R7-XR r eX i o � I / P � I Q / W I W N � Z m _ \ L0 ,L m I IG PIPE SHALL- BE 15" CPP WITH A SLOPE OF 07. """"""""" "' - •' -- _____� _ _ T_ STANDARDS: SPECIFICATIONS SHALL INCORPORATE THE PROVISIONS k�AS FOLLOW UNLESS OTHERWISE NOTED: i! OF THE AWWA STANDARDS AND/OR MANUFACTURER'S RECOMMENDED )NNECTIONS TO BE 4" DR-18 WITH MINIMUM SLOPE INSTALLATION PROCEDURES. • BEDDING: A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED BE MINIMUM 6"" DR-18 PVC OR CAST IRON WITH A IN THE TRENCH FOR ALL BURIED PIPE. BACKFILL MATERIAL SHALL BE { 1% TAMPED IN LAYERS AROUND THE PIPE AND TO A SUFFICIENT HEIGHT PRESSURE PIPING ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. L BE C900 BLUE BRUTE DR-18 PR f L WATER MAIN TO BE 10'" WITH R HYDRANT STONES FOUND IN THE TRENCH SHALL BE REMOVED FOR A DEPTH ; OF AT LEAST SIX INCHES BELOW THE BOTTOM OF THE PIPE. ?" ;R SERVICE CONNECTIONS TO BE 1". • COVER: ALL WATER MAINS SHALL BE COVERED TO A MINIMUM DEPTH OF 54 INCHES WITH EARTH OR OTHER INSULATION TO PREVENT c MINIMUM OF 10 FEET OF SEPARATION BETWEEN FREEZING. ;EWER/DRAINAGE LINES. • BLOCKING: ALL TEES, BENDS, PLUGS AND HYDRANTS SHALL BE j MINIMUM SEPARATION OF 20 FEET FROM SANITARY PROVIDED WITH REACTION BLOCKING, TIE RODS OR JOINTS DESIGNED ALL DRA'S AND DRYWELLS. TO PREVENT MOVEMENT. MINIMUM SEPARATION OF 10 FEET BETWEEN 3. TESTING ' D WATER/DRAINAGE LINES. PLANS AND SPECIFICATIONS SHALL REQUIRE THE FOLLOWING: P SERVICES TO BE INSTALLED BY PSE&G AND MAY VARY DUE TO FIELD CONDITIONS. ELECTRIC PRESSURE AND LEAKAGE TESTING: ALL TYPES OF INSTALLED PIPE E HYDRO-ACTION UNITS SHALL MAINTAIN 5 FEET SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE I ATION FROM ALL SANITARY APPURTENANCES. WITH THE LATEST EDITION OF AWWA STANDARD C600. • DISINFECTION: WATER MAINS ARE TO BE DISINFECTED IN _R/DRAINAGE LINE CROSSINGS SHALL MAINTAIN A ACCORDANCE WITH AWWA STANDARD C-651-86, OR THE LATEST SEPARATION OF 18" MINIMUM BETWEEN PIPING. (SEE REVISION, +. CONTRACTOR SHALL ENSURE ALL CROSSING • BACTERIOLOGICAL TESTING: BACTERIOLOGICAL ANALYSES OF WATER ET DURING CONSTRUCTION. SAMPLES COLLECTED AFTER DISINFECTION ARE REQUIRED AT LOCATIONS SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF i ES TO MAINTAIN ALL REQUIRED VERTICAL HEALTH SERVICES. GENERALLY, A BACTERIOLOGICAL SAMPLE IS REQUIRED FOR EVERY 1000 LINEAR FEET OF WATER MAIN OR !: PORTION THEREOF. INSTALLED UNDERGROUND. Habitable Garage Area �I Unit Numbers Area (SF) (SF) Total (SF) Harvest Pointe at qq f. 77-124 1,999 . 486 2,485 C u tc h o g u e 1,3,8,10,12,14, Cutchogue, New York 21,23,26,27,29, - ; 1,33,36,39,41,45 1,599 363. 1,962 Town of Southold 6,47,49,50,52,54, x,_58,,59,68; 72, 76 No:. Rertsion Date' APPvd. s 13" TOWN/SCDHS REVISIONS 7/28/17 AVC` 2,5,6,9,11,13, 19;20,22,24, 12 TOWN REVISIONS 6/14/17 AVL ' 5,28,30;32,35,38, 1,5,99 , 363 1,962 11 SCDH REVISIONS 4/22/17 AVL D,42,44;48,51,53,, - 10 REVISED PHASING PLAN^PER4TOWN 4/6/17 AVL 7,60,62,64,66,70,- --- ---_ -- - - — _= - 73,74,75 9 TOWN REVISIONS — --3727/17 ---AVL 8 SCDH REVISIONS 3/9/17 AVL 4 7 34 37'43 55 ' 1599 380 1979 Desi iieBEi' =r:: {�_ 4urY I: .�..- �`-� '� w =ti`y=s:a,� W:i,7:�Ss�:Y- �s�`:..ca ra:'-c.•`.._;1,63,65,67,69,71 h = ;, ��. �' t ,�:rrz.' i'k-?:x: fi^`= "F, _;t r� s `a C` `,,^3-. '. '•" `.- o ? .sr..;..n;,. 15,16,17,18 1,999 408 2,407 Issued for Date July 10, 2015 N/A 6,188 N/A 6,188 SCTM-1000-102-01-33.3 Drawing Title SCDHS Approval • all Utility Plan SUIFMLI"-OUNIY DEPARTMENT OF Khali;SERViCES PERW FOR APPROVAL OF C0NS'M ON FOR A SIMMA FAWLY RESIDENCE ONLY �d-- 1.7 0035 46 17 IF APPROVED A96 f Drawing Number FOR MAXIMUM®F ® "�� F NE EXPIRES THREE YEARS FROM DATE of APPROVAL �Q'��O V. �yO,p =40 co CM �! r � m Sheet of W 2�F c� 9 28 1j__ A9�FES S10NP - Project Number ! 29305.00 SCDHS Reference # C10-06-0013 . i' NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES.RETAINING WALLS.POOLS, PLANTING AREAS.ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145• J PROFESSIONAL ENGINEERING AND LAND SURVEYING.SECTION 7209,FOR ANY 2 I PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED '2 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 ' THE NOTATION'ALTERED BY FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION.AND A SPECIFIC DESCRIPTION OF THE ALTERATION �DiO Q , COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED O�GA GA SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY X0,0 'b T O ✓�j �� NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS ) �. OG 9/ 2 s O 8 OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE.OR SUB SURFACE v0 �� v CONDITIONS IF ANY.I Z NCLUDING BUT NOT LIMITED TO WETLANDS,WATERCOURSES, SOIL CONDITIONS,VEGETATION.TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS �e 0. � OTHER THAN VISIBLE PERMANENT STRUCTURES 2�'l I - COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS ALLRIGHTS 'O✓ RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, RECORDING OR BY ANY OTHER MEANS.OR STORED.PROCESSED OR TRANSMITTED rJ t�0 IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN O PERMISSION OF THE SURVEYOR THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL MUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FOR ANY OTHER 1-7 't9 `L �• 7 PURPOSE p°��; �O5 0000 �9G�,, "s 4-Lk1jLlkJ!�6q 07 1p 'O, S Q✓ O - � O O Q -14 `ib� SOF NEW), ON ra`% Q'� oPVID 5 w Ir Z �o o O��s MP 050213 � �0,0 � LAND 5J N 65026-5311W O 4.57' °'s NLIN go �� / 02-23-2018 FOUNDATION LOCATION FOUNDATION AS-CONSTRUCTED SURVEY FOR UNITS 81-82 UNIT DESIGNATION MAP OF HARVEST POINTE CONDOMINIUM 1 / FILE NO.:471 FILED January 09, 2018 c I SITUATED AT C CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S.0 T.M DISTRICT 1000,SECTION 102,BLOCK 0100•LOTS 49•&50 MAR ® 6 2018 � �,a� I �� NELSON & POPE ENGINEERS & SURVEYORS j 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 � T i` TPHONE(631)427-5665 FAX(631)427-5620 r�:- 1 �'a ;'+.�� ( WWW.NELSONPOPE.COM TOWN OF SOUTHOLD I DRAWN BY: NP CADD No.:INDIVIDUALS00028 I SCALE: CHECKED BY: PE FILE NO.: SHEET NO.: 'I OF 1 T. DATE: 02-23-18 PROJECT NO.: 00026 =30' I i' { NOTES' THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USEAND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF AN ITEM'BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE REM HIS SEAL AND 1a THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH 2 ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED °ALO SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY 2� TD ) 9S NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS �.dIx O L��F 25� OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE 8 N ��S��V' CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, �ISOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS ORANY OTHER CONDITIONS LAI �G '� 01 OTHER THAN VISIBLE PERMANENT STRUCTURES e 5T 17 0 y ,�'� a > COPYRIGHT©NELSON 8 POPE,ENGINEERS AND SURVEYORS ALL RIGHTS tiC �'• RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, 0 ♦F \ RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED \ Q�' IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN 9 �6 GI \ ^��GO OJ��i PERMISSION OF THE SURVEYOR 1 L 0 s. PoA X01cl 0 Opoq G0, ��O°/\ o, �.� �, ` 2Q1Q �®AVor ID pFT ' LU N 65026'53"W % ` s. 4.57' 2 Ooh F I W d i'01 N0. 5 21� mss° UQ d `�� C,o, �G ... O 'D LANG r, C& S S10 ° rl I c~ 02-23-2018 FOUNDATION LOCATION , CF) 11-05-2018 CONTROL MODULE, FINAL SURVEY FOR 167.99 (ACTUAL) N E PANEL,DRY UTILITIES UNITS 81-82 UNIT DESIGNATION MAP OF r &NALSURDRAINAGE LOCATED HARVEST POINTE CONDOMINIUM 1 S52055'20"W 11-14-2018 FINAL SURVEY FILE NO.:471 FILED January 09, 2018 R=275.00' I 01-15-2019 UPDATE DRIVE INFO SITUATED AT L=77.85' N W I CUTCHOGUE O TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK fl S 40°52'38" E N CS C T M DISTRICT 1000,SECTION 102,BLOCK 0100,LOTS 49&50 25.43' Co N Im TOWN OF t r NELSON & POPE I S52055'20"W aj SOUTHOLD `\ ENGINEERS & SURVEYORS 19.37' m :� 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 PHONE(631)427-5665 FAX(631)427-5620 WWW.NELSONPOPE.COM W_ wDRAWN BY: NP CADD NO.:INDIVIDUALSLI E S SCALE: LL SCHOOL HOUSE LANECHECKED BY: PE FILE NO.: SHEET NO.: 1 OF 1 DATE: 02-23-18 PROJECT NO.: 00026 1"=30- I I p (�`6 NOTES: p '1Z+ THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE 'dj s A `�JOh CAD PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE 'D�O ��• �Ir I NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, \ �As 292E O d+f, PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION -�� '(• O / I IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, A PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FORANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED �\ 1 �02L •�57 PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN TEM IN ANYWAY IF \\ •�S m AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE 7 Q ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND ?v 72Lq \ THE NOTATION'ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION a / AypS `tea COPIES THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED p2E \ SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID TRUE COPY L.p ,�•j\ NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS Q O� 'PCC S o OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED N C�61 ^� \ � 1 is, UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED 19 5 m AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE v� ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN PLAN DATED 7121118 LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED A�7, 82 s /?, TYPICALLY IN THE SAME TRENCH ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS C THERE ANY GUARANTEE CONSULT W TH THEAPPROPRIATE UTUTILITIES UTILITY COMPANY PRIOR TO ANYDIGGING OR 0. �.CC.QL /ylGnC' C CCr,P \ 0� / 3y CPj L FURTHER DESIGN \ 1 "� L �9T6 \ n ��J� ? g /OO �� /y(C� A ��'• C-9 ry CjOQO �S A �' �jyL PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE \ Y ^mow CONDITIONS\ ANY,INCLUDING BUT NOT LIMITED WETLANDS,WATER COURSES,\Qj�/2 y� 9`(n,P 7 0��-9C�� O,�C Q A `'•� I C.�a SOIL CONDITIONS.VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS 02� / 7 `�•'"?�r_1 OTHER THAN VISIBLE PERMANENT STRUCTURES -`( COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS ALL RIGHTS Q' /O C1ry \ 60 ,1 RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, •y, \-p- \ `L ^• /y RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMTTED .S , �O'1 g IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN r),O• 'O' \ JO �h \ I PERMISSION ONALIMPROVEM SURVEYOR IMPROVEMENTS ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT Amp\L� SHOWN { V'�S � \ ,C.C O .(C 3` � � r';.(';,��•a ALL SANITARY PIPING 4'SDR-35,TYPICAL lebopoGee ore �� 9C� �G2C``os�`y�'Q9 '• �' r^ ; 8 SG `z Q 9L F� 13 WATER n�9 WATER "2- - �p"(E OF 4,1 c �� cf" SERV) CE W GORY DAV/O�1 u C9 C7 Ile fu' fq CO ® h i) ® "C7 w 20 O OS0213 Q� cu 43) LuLif �Gsu z Cd F! n ff \ C' �r I 02-23-2018 FOUNDATION LOCATION i 09-18-2016 SANITARY AS-BUILT SAINTARY AS-CONSTRUCTED SURVEY FOR UNITS 81-82 UNIT DESIGNATION MAP OF L CV caGm 11-OS-2018 CONTROL MODULE, E.PANEL,DRY UTILITIES HARVEST POINTE CONDOMINIUM 1 It' C! 80 i &DRAINAGE LOCATED CL c� o c L- SANITARY SYSTEM AS-BUILT TABLE FILE NO.:471 FILED January 09, 2018 a a? STRUCTURE NAME TIE A TIE B TIE C J01 12-o3-2oia SANITARY SYSTEM REV. SITUATED AT �: N U 11-14-2018 DRIVEWAY INFO. CUTCHOGUE UNITS#81-82 �p TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK SUFF,CO.HEALTH e,°ER IGPP , � 12-06-2018 LOCATE ELEC.&GAS S.0 T M DISTRICT 1000,SECTION 102,BLOCK 0100,LOTS 49&50 ST-1 13.3' 17.6' b e v hOL@"' $T-2 14.7' 22.7 e REVISED EFF DEPTH CL 0 15 Z .0 IL�ii®. 12-19-2018 AND HABITABLE AREA NELSON & POPE LP 63.4' 34.8' REVISED HEALTH i, ENGINEERS & SURVEYORS 01-09-2019 DEPARTMENT _ 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 REFERENCE HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S NUMBERS AND AREA'S PHONE(631)427-5665 FAX(631)427-5620 UNIT No. HD RREF No. HABITABLE AREAl GARAGE AREA TOTAL GROSS FLOOR AREA -� 1NWW.NELsoNPOPE.coM INDIVIDUALSURVEYS 81 R10-17-0135 1,999 S.F. 486 S.F. 2,485 S.F. DRAWN BY: JB CADD No.: 00026 IS SCALE: 82 R10-17-0136 1,999 S.F. 486 S.F 21485 S.F. CHECKED BY: PE FILE NO.: 1"=30' SHEET NO.: 'I OF'I 4 DATE: 02-23-18 PROJECT NO.: 00026 I I I P-,UMBER CA TION ON;LEAD CONTENT BEFORE G'ERTIFICATE OF OC�CUPAN;'Y AP ROVED ASN �D so<<DER USED lPJ f�VATEF, DATE- �B.P:# 3 7 � -��IJ� ��S �PI'L'Y SYSTEIuI T U CANNOT FEE: la a BY: �COE�D,2110 OF 1% LEAD. NOTIFY BUILDING DEPARTM T AT . 765-1.802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION TWO REQUIRED -PLUM81NG ,FOR POURED CONCRETE 2. ROUGH = ALL PLUf�B(NCFRAMING & PLUMBING ^�'&1NATER LINES NEE(.; 3. INSULATION r�!I(aBEFORE COl(E�?IiVC, 4. FINAL - CONSTRUCTION MUST 'BE COMPLETE FOR C.O. TRUSS PLACARDING REQUIRED ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. ELECTRICAL ONSPECTOQN REQUIRED COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF Fire separation required as per SOUTHOLD TOWN PLANNING BOARD NYS Code St' � j WN TRUS S Must provide Manuals OCCUPANCY OR D, J and S as per USE IS UNLAWFUL NYS Energy Code WITHOUT CERTIFICATE OF OCCUPANCY Blower door and ductwork testing required. All exterior lighting installed, replaced or repaired shall conform to Chapter 172 of the Town Code R302.12 Draftstopping. In combustible construction where there is usable space both above and below the concealed space of a 915.2. .1.1.1 A carbon monoxide alarm shall be providSgc88neR p6stoft,RnN ire a sleeping area, within 15 feet of the sleeping area. More TABLE R405.1 U) 2017 YORK STATE UNIFOR CODE floor-ceiling assembly, draftstops shall be installed so that the area of the concealed space does not exceed 1,000 square feet. an ra fib mon xid a m s al b o e were ry ss re #h t o sl , e c o re than Properties of Soil Classified According to the Unified Soil Classification System F- N PUBLISHED JULY 2017, EFFECTIVE OCTOBER 31, 201 PP 9 P PP Y q y ' y R316., nS t' ,�j�gnl Is o s efi �� cI �1 e, pf�b�enIe m�et�Iia�s, d �Ig�i, uapphCa�io�i, co�iQrlOgtl�nr �n�Irissal�air�o fob°m Z 2017 YORK STATE CODE SUPPLEMENT ( Draftsto in shall divide the concealed s ace into a roximatel a ual areas. Where the assembl rs enclosed b a floor a eT. o barBon o�ie6xi�e a�dr`1ii. a vl�Etr salt VOLUME W 2017 NEVY YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE astl ma Ia s, membrane above and a ceiling membrane below, draftstopping shall be provided in floor-ceiling assemblies under the following 9i5 .1.1.2 AD n n xicie I r s I h ovir� d n e ch s}n }hat on#ala bo n Id rce sol OLr1551FIC4TION CHANGE 2017 NEVY R31U2 J�a�� $ Q 1�entifi 84i P�CK g�sf arTd� CBniair�erS 0 OJm pI tiC I s a i n po X sW n' p SOIL DESCRIPTION DRAINAGE FROST HEAVE YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE SUPPLEMENT (FORMERLY KNOWN AS THE 2016 NYSECCC, REVISED AUGUST circumstances: 15 l� B y� c� t r t� l� figR cP dmi cern la i I sulatio cam o ents�dglivered GRauP S)STEM POTENTIAL 0 9 .2. .3 dElf��o r aR"B ��hBnf��l'�I�fn 4f irS tf lif c h br4i aM,p�'IeacgGrB'r'pnh ,p% Vlr�ffic �) t4Kl�, PSBIjLga in one I SYMBOL CHARACTERISTICS POTENTIAL EXPANSION Z) V 2016, EFFECTIVE OCTOBER 31, 201 2. Floor framing is constructed of truss-type open-web or perforated members. tt��rr s U 12felifWAtR�nt�AdfgKRNNfi9tWP ekrcMPFde rftA *1AeRlieh@�t 4 14ftl4,c&41y RvK4 tRu3r�uiRerr4r#nWd (3) are not covered by GW WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, GOOD LOW LOW T R 302.1.12.1 Materials. Draftsto fin material shall be not less than 1 2 inch sum board 3 8 inch wood structural anels. LIITL.E OR NO FINES O 2016 NYSRC (2016 IRC 2ND PRINT( G) PP 9 / 9YP / P 1 c 2 R316.4 1�r�44a1 �b51•i�r3.• U?fle�g �14}�rr�rls� allawed in Section R316.5, foam plastic shall be separated from the interior of a building by U ( N NnN ) OA 69@@ gv4r&f 6bffW" *p gna0? 16EhJ 0fn wcaR�rd. GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, 0 81 a 2016 EC 2016 (ECC 2 D PRI G 5.2. .3.1 l u n r f 1 LITTLE OR NO FINES GOOD LOW LOW TfTLE 19 NYCRR PARTS 1220 THROUGH 1228, 1240, 1264 AND 1265 AND PART 300 R302.13 Fire protection of floors. Floor assemblies that are not required elsewhere in this code to be fire-resistance rated, shall be R316.5 3 Attics. The thermal barrier specified in Section R 316.4 is not required where all of the following apply: GROUP I sot WELL GRADED SANDS, OR GRAVELLY SANDS, Z � � L) SECTION R101 provided with a 1/2 inch gypsum wallboard membrane, 5/8 inch wood structural panel membrane, or equivalent on the underside LITTLE OR NO FINES GOOD LOW LOW 0 a) , rn 1. Attic access is required by Section R807.1. - � U5 �t -C of the floor framing member. SP POORLY GRADED SANDS, OR GRAVELLY SANDS, GOOD LOW LOW .L_ r` 2. The space is entered only for purposes of repairs or maintenance. LITTLE OR NO FINES U a� Exceptions: _. ■ U > - rn 4. Wood floor assemblies usin dimensions lumber or structural com osite lumber a ual to or reat than 2 inch b 10 inch. 3. The foam plastic insulation has been tested in accordance with Section R316.6 or the foam plastic insulation is protected GM sILTY GRAVELs, GRAVEL SAND SILT MIXTURES MEDIUM Low N o 0 R101.2 The provisions of the International Residential Code for One and Two Family Dwellings shall apply to the construction, alteration, 9 P q 9 Y against ignition using 3/8 inch gypsum board. I SM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM LOW I- .- fin N . movement, enlargement, replacement, repair, equipment, use and occupancy, location, removal and demolition of detached one and 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 = U)2? Z - two family dwellings and townhouses not more: than three stories above grade plane in height with a separate means of egress Section R303 erimeter asst s ace without the thermal barrier s ecified in Section R316.4 sub est to all of the followin GC CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM LOW Z U a)-- co P P P g NSC CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM LOW L X� : M and their accessory structures not more than three stories above grade plane in height. Light, Ventilation and Heating 1. The thickness of the foam plastic shall be not more than 3Y inch. � ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, UO Q o ca � R303.1 Habitable rooms. Habitable rooms shall have an aggregate glazing area of not less than 8 percent of the floor area of such R105.2 Work exempt from permit include retaining walls that are not over 4 feet in height measured from the bottom of the footing to rooms. 2. The density of the foam plastic shall be in the range of 0.5 and 2.0 pounds per cubic foot. SILTY OR CLAYEY FIND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH LOW � U) o 3. The foam plastic shall have a flame spread index of 25 or less and an accompanying smoke developed index of 450 or GRouP 2 SLIGHT PLASTICITY ❑ = r,- 00 the top of the wall, unless supporting a surcharge. Exceptions: less when tested in accordance with ASTM E 84 or UL 723. CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, U M 1. The glazed areas need not be operable where the opening is not required by Section R310 and a whole-house mechanical GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM MEDIUM 0Z M ventllatron s stem Is Installed in ac r CLAYS ro Low m R109.1.5.1 Fire Resistance Rated Construction inspection. Where fire resistance rated construc.ron is required between dwelling units or due to y co dance with Section M1507. Section R317 Protection of Wood and Wood-Based Products Against Decay ----•- (� .� location on property, the building official shall require an inspection of such construction after lathing or gypsum board or gypsum 2. The glazed areas need not be installed in rooms where Exception 1 is satisfied and artificial light is provided that is capable ane) roducts are in lace, but before an laster is a lied, or before board or ane) oints and fasteners are to ed and R317 All sills and plates on exterior foundation wall to be pressure preservatively treated. a_ p p p y P PP P j P fl producing an average illumination of 6 footcandles (65 lux) over the area of the room at a height of 30 inches above the Foundation wood girders: wood girders seated in exterior foundation walls to have min. 1/2 inch air space all sides or ends R404.1.6 Height above finished grade. Concrete and masonry foundation walls shall extend above the finished grade adjacent to the finished. floor level. wrapped with aluminum flashing. foundation at all oints a minimum of 4 inches where mason R303.8 Exterior stairway illumination. Exterior stairways shall be provided with an artificial light source located at the top landing of the P ry veneer is used and a minimum of 6 inches elsewhere. r e documentation of elevations re uired in Section R322.1.10 shall be stairwa . Exterior stairwa rovidin access to a basement fr h R317.1 Location required. Protection of wood and wood-based products from decay shall be provided in the following locations by the R404.1.7 Backfill lacement. Backfill shall not be laced a a' R109.1.6.1 Elevation documentation. If located in a flood haza d area, th q y ys p g om t e outdoor grade level shall be provided with an artificial light use of natural) durable wood or wood that is reservative-treated in accordance with AWPA U1 for the s ecies roduct P P n Ins a wa I until the wall has sufficient strength and has been ,� submitted to the building official prior to the final inspection. source located at the bottom landing of the stairway. reservative and end use. P P � P � anchored to the floor above, or has been sufficiently braced to prevent damage by the back fill where the unbalanced P height of fill exceeds 4 feet. R202 Definitions: Section R305 R317.1 1. Field treatment. Field-cut ends, notches, and drilled holes of preservative-treated wood shall be treated in the field in Section R405 Foundation Drains e Continuous Insulation: Insulating material that is continuous across all structural members without thermal bridges other that Ceiling Height accordance with AWPA M4. g Z R405.1 Concrete or masonry foundations. Drains shall be provided around concrete or masonry foundations that retain earth and O " R317.3 Fasteners and connectors in contact with preservative treated and fire retardant treated wood. Fasteners, including nuts and enclose habitable or usable s aces located below rade. ; Drains a tiles r v - fasteners and service openings. It is installed on the interior or exterior or is integral to any opaque surface of the building R305.1 Minimum height. Minimum ceiling heights of 7'-0" in habitable rooms. Minimum ceiling heights of 6'-8 In bathrooms, toilet P 9 g g a el or crushed stone drains, perforated pipe or H washers, and connectors in contact with preservative treated wood and fire retardant treated wood shall be in accordance with other a rcv,sd s stems or materials shall be installed at or below the area to be rotected and shall dischar e b ravit envelope. rooms & laundry rooms. this section. The coatin wei hts for zinc coated fasteners shall be in accordance with ASTM A 153. Stainless steel driven ha Y p g y g y U 9 9 or mechanics) ,;,eons into on approved drainage system. � Mezzanine: An intermediate level or levels between the floor and ceiling of any story. Exceptions: fasteners shall be in accordance with the material requirements of ASTM F 1667. Exception: f, urainage system is not required where the foundation is installed on well drained round or sand ravel � Windbome Debris Region: Areas within hurricane-prone regions located within 1 mile of the coastal mean high water line where 2. A shower or tub equipped with a showerhead shall have a ceiling height of not less than 6 feet 8 inches above an area of mixture wit�� soils according to the unified Soil Classification System, Group I Soils, as detailed in Table R405.1. g the ultimate design wind speed (Vult) is 130 mph or greater. not less than 30 inches by 30 inches at the showerhead. R 319. Address identification. Buildings shall be provided with approved address identification. The address identification shall be legible Z 3. Beams, girders, ducts or other obstructions in basements containing habitable space shall be permitted to project to within 6 and placed in a position that is visible from the street or road fronting the property. Address identification characters shall Section R406 Foundation Water R301.1.1 Alternative provisions. As an alternative to the requirements in Section R301.1, the following standards are permitted subject to the feet 4 inches of the finished floor. contrast with their background. Address numbers shall be Arabic numbers or alphabetical letters. Numbers shall not be spelled proofing and Dompproofing O imitations of this code and the limitations therein. Where en ineered design is used in conjunction with these standards, the R308.4 Hazardous locations. The locations s ecified in Sections R308.4.1 throw h R308.4.7 shall be considered to be s ecific hazardous out. Each character shall be not less than 4 inches in hei ht with a stroke with of not less than 0.5 inch. Where re uired R406.1 Concrete anA masonry foundation dampprooffng. Except where required to be waterproofed, foundation walls that retain U g P 9 P 9 q earth and t i6os-: interiors aces and floors below rade shall be dam roofed from the hi her of a the to of the W design shall comply with the International Building Code. locations for the purposes of glazing. by the fire code official, address identification shall be provided in additional approved locations to facilitate emergency response. P 9 PP 9 ( ) P 1. AF&PA Wood Frame Construction Manual (WFCM). (2015 EDITION) 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 Where access is by means of a private road and the building address cannot be viewed from the public way, a monument, pole footing or (D) 6 inches below the top of the basement floor to the finished grade using a bituminous coating. O or other sin or means shall be used to identif the structure. Address identification shall be maintained. �_ u J hazardous location where the bottom exposed edge of the glazing is less than 60 inches above the floor. 9 Y � R301.1.3 En ineered design. Where a building otherwise conventional construction contains structural elements exceeding the limits of Section 1. Where the glazing is within 24 inches of either side of the door in the plane of the door in a closed position. R406.3.3 Porous Fill. Th, space between the excavation and the foundation wall shall be backfilled with porous fill up to a height of O m 9 Section R321 Elevators and Platform Lifts one-half of the backfilll heioght and covered with strips of 30 pound asphalt paper or 6. MIL polyethylene to permit water Z R301 or otherwise not conforming to this codle, these elements shall be designed in accordance with accepted engineering practice. 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 The extent of such design need only demonstrate compliance of nonconventional elements with other applicable provisions and shall side of an in-swinging door. R 321.1 Elevators. Where provided, passenger elevators, limited use and limited application elevators or private residence elevators shall seepage while avoiding infiltration of fine soils. The remainder of excavated area shall be backfilled with the same type of be corn atible with the erformance of the conventional framed s stem. En ineered desi n in accordance with the International com I with ASME A17.1 CSA B44. soil as was removed during excavation. ❑ p P Y 9 9 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 P Y / Building Code is permitted for buildings and structures, and parts thereof, included in the scope of this code. plane of the adjacent walking surface of stairways, landings between flights of stairs and ramps shall be considered to be a Re 321.2 Platform Lifts. Where provided, platform lifts shall comply with ASME A18.1. r T 1 hazardous location. 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 44 R301.2.1 Wind design criteria. Buildings and portions tlhereof shall be constructed in accordance with the wind provisions of this code using Exceptions: Section R322 Flood Resistant Construction class one vapor- retarder material. If this retarder material is used, provide 1 s.f. of venting per 1500 s.f. floor area. Install vents v1.•'thin 3 feet of each corner of foundation. the ultimate design wind speed in Table R301,.2(1) as determined from Figure R301.2(4)A. 2. Glazing 36 inches or more measured horizontally from the walking surface. R 322. General. Buildings and structures constructed in whole or in part in flood hazard areas, including A or V Zones and Coastal A R408.4 Crawl space access panel to be min. 18" b 24". 0 enin s throw h erimeter wall shall Ibe not fess than 16" b 4" TABLE R301.2(1) I Zones, as established in Table R301.2(1), and substantial improvement and restoration of substantial damage of buildings and Y P 9 g P y 2 CLIMATIC: AND GEOGRAPHICAL DESIGN CRITERIA Section R310 Emergency Escape and Rescue Openings structures in floor hazard areas, shall be designed and constructed in accordance with the provisions contained in this section. ��-�---iii UNFINISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LEAST ONE Buildings and structures that are located in more than one flood hazard area shall comply with the provisions associated with GROUND Wind Design SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER Air Mean the most restrictive flood hazard area. Buildin s and structures located in whole or in art in identified floodwa s shall be R502.2.2 Blocking and .u'..iooring. Blocking for fastenin anel ed es or fixtures shall be a minirmum of utilit rade lumber. e SNOW FLOOD EMERGENCY ESCAPE AND RESCUE OPENING PER SECTION R310. E ress window & window well 9 P Y 9 P 9 Y 9 SPEED Topographical Special Wind DESIGN FROST LINE DESIGN REQUIRED NT HAZARDS Freezing Annual ( g ) designed and constructed in accordance with ASCE 24. Subflooring s h,-,ll be wood structural panels as specified in Section 503.2. Firebfocking shall be of any grade lumber. O CATEGORY WEATHERING TERMITE DECAY TEMP REQUIRED Index Tem R310.1 Emer enc esca a and rescue o enin re uired. Basement shall have not less than one o erable emer enc esca a and rescue R502.4 Joists under bearin artitions: Provide 2x full de r. LOAD (mph) Effects Wind bourne DEPTH p 9 y P P g q P 9 Y P r opening. R 322. .� Lowest floor. The lowest floor shall be the lowest floor of the lowest enclosed area, including basement, and excluding any 9 P pth blocking 0 48" o.c. max. where becnm is not located under wall to � T � Region Debris unfinished flood-resistant enclosure that is useable solely for vehicle parking, building access or limited storage provided that allow for piping or vents. F- w R310.2.1 Minimum o enin area. Emer enc and esca a rescue o enin s shall have a net clear o enin of not less than 5.7 s uare feet. such enclosure is not built so as to render the building or structure in violation of this section. R502.6 The ends of each joist, beam or girder shall have not less than 1 1/2 inches of bearincg on wood or metal and not less W zone P 9 9 Y P P 9 P 9 q The net clear height opening shall be not less than 24 inches and the net clear width shall be not less than 20 inches. B R 36" MODERATE SLIGHT TO 10 Yes X 1500 R310.2.2 Window sill hei ht. Where a window is rovided as the emer enc esca a and rescue o enin it shall have a sill hei ht of not R 322. .6 Protection of mechanical, plumbing and electrical systems. Electrical systems, equipment and components; heating, ventilating, than 3 inches on masonry or concrete except where supported by the use of approved jjoist hangers. 20 130 NO ( ) SE1JE E TO HEAVY MODERATE De rees 9 P 9 Y P P 9� 9 g P g pp P g y q P 0 g more than 44 inches above the floor; where the sill height is below grade, it shall be provided with a window well in accordance air conditionin ; lumbin a )lances and lumbin fixtures; duct s stems and other service a ui ment shall be located at or R502.7 Lateral restraint at supports. Joists shall be supported laterally at ends by full depth solid blocking or by attachment to /� above the elevation required in Section R322.2 or R322.3. band or rim oist. m Q J with Section R310.2.3. 1 R301.2.1.4 Exposure category. Exception: Locating electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing appliances and R502.8.2 En ineered wood roduct . 1. Ex osure B. Urban and suburban areas, vwooded areas or other terrain with numerous closely spaced obstructions having the R310.2.3 Window wells. The horizontal area of the window well shall be not less than 9 square feet with a horizontal projection and width 9 p s Cuts, notches and holes bored in trusses, structural composite lumber, structural ❑ P plumbing fixtures; duct systems; and other service equipment is permitted below the elevation required in Section R322.2 or lue-faminated members, cross-laminated timber members or I-joists are rohibited exce t where ermitted b the W size of single family dwellings or larger. Expcasure B shall be assumed unless the site meets the definition of another exposure. of not less than 36 inches. The area of the window well shall allow the emergency escape and rescue opening to be fully 9 J p p p y O 2. Ex osure C. 0 en terrain with scattered obstructions havin a hei ht less than 30 feet extendin more than 1500 feet. opened. R322.3 provided that they are designed and installed to prevent water from entering or accumulating within the components and manufacturers recommendations or as shown on these drawings. P P 9 9 9 to resist hydrostatic and hydrodynamic loads and stresses, including the effects of buoyancy, during the occurrence of flooding Ex osure D extends downwind 600 feet from tthe artiall obstructed area. Includes flat open country and grassland. 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 to the desi n flood elevation in accordance with ASCE24. I R502.11.1 Wood Truss Design. Wood trusses shall be designed in accordance with approved engineering practice & be prepared by a P P Y g E ectrical wiring systems are permitted to be located below the 3. Ex osure D. Flat, unobstructed areas exposed to wind flowing over open water for a distance of not less ton 5000 feet. or steps usable with the window in the fully open position. Ladders or rungs shall have an inside width of not less than 12 q P y registered truss design professional where required by the statues of the jurisdiction in which the project is to be p re uired elevation rovided that the conform to the provisions of the electrical part of this code for wet locations. ..� r f inches, shall ro ect not less than 3 inches from the wall and shall be s aced not more than 18 inches on center vertical) for constructed. v Exposure D extends downwind 600 feet from tthe unobstructed area. P � P y R 322. .7 Protection of water supply and sanitary sewage systems. New and replacement water supply systems shall be designed to the full height of the window well. minimize or eliminate infiltration of flood waters into the system in accordance with the plumbing provisions of this code. 6n R310.2.3.2 Drainage. Window wells shall be designed for proper drainage by connecting to the building's foundation drainage system required Section R506 Concrete Floors (On Ground) Z) R301.3 Story Height. The wind provisions of this codle shall apply to buildings with story heights not exceeding 11 feet 7 inches and the R 32�.� .18 Flood-resistant materials. Building materials and installation methods used for flooring and interior and exterior walls and wall by Section R405.1 or by an approved alternative method. R506.1 Concrete slab or. rades to be min 3-1 2 inches thick. (_ laterally unsupported bearing wall stud height permitted by Table R602.3(5). Individual walls or wall studs shall be permitted to - - coverings below the elevation required in Section R322.2 or R322.3 shall be flood damage-resistant materials that conform to g" / Q exceed these limits as permitted by Chapter' 6 provisions, provided that story heights are not exceeded. An engineered design Exception: A drainage system for window wells is not required where the foundation is on well drained soil or sand gravel mixture the provisions of FEMA TB-2. R506.2.2 Base. A 4 inch tfrick base course consisting of clean graded sand, gravel, crushed stone, crushed concrete or crushed < shall be rovided for the wall or wall framing members where the limits of Chapter 6 are exceeded. Where the story height limits soils in accordance with the United Soil Classification System, Group I soils, as detailed in Table R405.1. R 322.2.2 Enclosed area below design flood elevation. Enclosed areas, includin crawls aces, that are below the desi n flood elevation blast-furnace sla passin a 2-inch sieve shall be laced on the re ared sub rade where the slab is below rade.. 07 P 9 P � 9 P P P 9 Hallwa s: min. 36" clear width. 9 9 of this section are exceeded, the design of the building, or the noncompliant portions thereof, to resist wind loads shall be in R311.6 y shall: e• (-- Exception: t_aa e:ourse is no. required where the concrete slab is installed on well-drained or sand-gravel mixture soils Z accordance with the International Building Code. R311.7 Stairways 1. Be used solely for parking of vehicles, building access or storage. classified as C-.:_��. I according to the United Soil Classification System in accordance with Table R405.1. W 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 2. Be provided with flood openings that meet the following criteria and are installed in accordance with Section R322.2.2.1: R506.2.3 Vapor retarder. A 6-mil (0.006 inch) polyethylene or approved vapor retarder with joints lapped not less than 6 inches 2 R302.2 Townhouses. Common walls separating townhouses shall be assigned a fire-resistance rating in accordance with Section R302.2, required headroom height. Handrails shall not project more than 4 X inches on either side of the stairway and the clear width of 2.1 The total net area of openings shall be not less than 1 s uare inch for each s uare foot of enclosed area where the shall be placc3 :,etween the concrete floor slab and the base course or the prepared sulb rade where no base course Z) Item 1 or 2. The common wall shared by two townhouses shall be constructed without plumbing or mechanical equipment, ducts the stairway at and below the handrail height, including treads and landings, shall be not less than 31 X inches where a handrail enclosed area is measured on the exterior of the enclosure walls, q exists. The vapor retarder is not required for Garages, utility buildings and other unheated)accessory structures. U or vents in the cavity of the common wall. The wall shall be rated for fire exposure from both sides and shall extend to and be is installed on one side of 27 inches where handrails are provided on both sides. R 322.2.2.1 Installation of openings. The walls of enclosed areas shall have openings installed such that: ti ht a ainst exterior walls and the underside of the roof sheathin Electrical installations shall be in accordance with Cha ters O 9 9 9• P R311.7.2 Headroom. The headroom in stairways shall be not less than 6 feet 8 inches. 1. There shall be not less than two o enin s on different sides of each enclosed area; if a buildin Section R602 Wood Wall Framin � 34 through 43. Penetrations of the membrane of common walls for electrical outlet boxes shall be in accordance with Section P 9 g has more than one 9 R302.4. R311.7.3 Vertical rise. A flight of stairs shall not have a vertical rise larder than 147 inches (12'-3") between floor levels or landings. enclosed area below the design flood elevation, each area shall have openings. R602.3 IJesign and construction. Components of exterior walls shall be fastened in accordance writh Tables R602.3(1) through 1. Where a fire sprinkler system in accordance with Section P2904 is provided, the common wall shall be not less than a 1-hour R311.7.5.1 Risers. The riser height shall be not more than 8 1/4 per supplement. 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 R602.3(4). " Wall sheathing shall be fastened directly to framing members and shall confirm to the requirements of Table R311.7.5.2 Treads. The tread de th shall be not less than 9 inches er su lement. finished exterior grade immediately under each opening. R602.3 3 . fire-resistance-rated wall assembly tested in accordance with ASTM E 119 or UL 263. P P PP ( ) 2. Where a fire sprinkler system in accordance with Section P2904 is not provided, the common wall shall be not less than a R311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not more than 1 9 inches shall be provided on stairways with solid 3. Openings shall be permitted to be installed in doors and windows; doors and windows without installed openings do not meet -, the requirements of this section. - - TME 119 or UL 263. risers. TABL R602.3 1 FASTENING SCHEDULE 2-hour resistance rated wall assembly tested in accordance with AS _� ( ) TABLE R302.1(1) R311.7.8 Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. R 322.3 Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. �_ EXTERIOR WALLS R311.7.8.2 Continuity. Handrails for stairways shall be continuous for the full length of the flight. I 1. Buildings and structures erected within coastal high-hazard areas and coastal A Zones, shall be elevated so that the bottom DISCRIPTION .___ FASTENING (a,b,c,d) 112E MINIMUM MINIMUM FIRE Exce tions: of the lowest horizontal structural members supporting the lowest floor, with exception of piling, pile caps, columns, grade P beams and bracin P 9 1. Bl t?CKING BEIWEEfr' JO'STS OR RAFTERS TO TOP PLATE THREE SD COMMON. TOE NAIL EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE g, is elevated to or above the base floor elevation lus 1 foot or the desi n flood elevation, whichever is 1. Handrails shall be permitted to be interrupted by a newel post at the turn. higher. 2. CEILING JOISTS TO TOP PLATE THREE 8D COMMON. TOE NAIL Tri ti � � FIRE-RESISTANCE RATED 1 HOUR <5 feet R311.7.10.1 S iral Stairwa s S iral stairwa s are ermitted rovided that the clear with at and below the handrail is not less than 26 inches I- M o 17 r,; � wAus P Y P Y P P 2. Basement floors that ore below grade on all sides are prohibited.R 322.3.3Foundations. Buildings and structures erected in 3. CEILING JOISTS (NOT ATTCHED TO RAFTER), LAPS THREE 16D COMMON FACE NAIL o -. N M " N NOT FlRE-RESISTANCE RATED >_5 feet and the wafkline radius is not greater than 241 inches. Each tread shall have a depth of not less than 6J inches at the walkline. coastal high-hazard areas and Coastal A Zones shall be supported on pilings or columns. OVER PARTITIONS PROJECTIONS FIRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE 22 feet to <5 feet All treads shall be identical, and the rise shall not be more than Q inches. Headroom shall not be less than 6 feet 6 inches. _ TABLE R302.1(2) R 311.8 Ramps. Section R325 Mezzanines 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE R802.5.1(9) FACE NAIL EXTERIOR WAILLS- DWELLINGS WITH FIRE SPRINKLERS R 311.8.1 Maximum slope. Ramps serving the egress door required by Section R 311.2 shall have a slope of not more than 1 unit vertical R 325. Mezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feet. 5. COLLAR TIE TO RAFTERS THREE 10D EACH FACE NAIL MINIMUM MINIMUM FIRE in 12 units horizontal (8.3 percent slope). All other ramps shall have a maximum slop of 1 unit vertical in 8 units horizontal R 325. Area limitation. The aggregate area of a mezzanine or mezzanines shall be not greater than one-third of the floor area of the 6. RAFTER OR ROOF TRUSS TO PLATE c EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE 12.5 ercent). Exce tion: Where it is technical) Infeasible to com I because of site constraints, rams shall have a sloe of not room ors ace in which the are located. The enclosed ortion of a room shall not be included in a determination of the THR_E 10D COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL ( P P Y P Y P P P Y P 7. ROOF RAFTERS TO RIDGE VALLEY OR HIP THREE 10D COMMON. FIRE-RESISTANCE RATED 1 HOUR 0 feet more than 1 unit vertical in 8 units horizontal (12.5 percent). floor area of the room in which the mezzanine is located. RAFTERS TOE NAIL WALLS NOT FIRE-RESISTANCE RATED 3 feet R 312.1 Guardrails: Porches, balconies, ramps and stair landings 30" above floor or grade to be installed with 36" high railings, balusters R 325. Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section R311. TWO 16D COMMON. END NAIL not to allow N.ssage of a sphere 4 inches or more in diameter. R 325. Openness. Mezzanines shall be open and unobstructed to the room in which they are located except for walls not more than 8. STUD TO STUD (NO AT BWP) 16D COMMON AT 24"O.C. FACE NAIL R 312.2.1 Window "sills. :n dwellin units, where the to of the sill of an o erable window o enin is located less than 24 inches above the 36 inches in height, columns and posts. -- „ R302.2.1 Continuity. The fire-resistance-rated wall or assembly separating townhouses shall be continuous from the foundation to the 9 P P P 9 9. STUD TU STUD (AT' BRACED WALL PANEL) 16D COMMON AT 16 O.C. FACE NAIL underside of the roof sheathin , deck or slab. The fire-resistance ratin shall extend the full len th of the wall or assembl , finished floor and greater than 72 inches above the finished grade or the other surface below on the exterior of the building, the Exceptions: Z Z z z Z Z 9 9 g y o erable window shall com I with one of the followin 1. Mezzanines or ortions thereof are not re uired to be o en to the room in which the are located, rovided that the 10. BUILT UP HEADER, TWO PIECES 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL O Fn o O o 0 including wall extensions through and separating attached enclosed assessor structures. P P Y 9� P q P Y P � in � � fin � R302.2.2 Parapets for townhouses. 1. Operable windows with opening that will not allow a 4 inch diameter sphere to pass through the opening where the opening is aggregate floor area of the enclosed space is not greater than 10 percent of the mezzanine area. 11. CONTINUOUS HEADER TO STUD FOUR 8D COMMON. TOE NAIL w w w w w w 1. The parapet shall extend not less than 30 inches above the roof surfaces. in its largest opened position. 2. In buildings that are not more than two stories above grade plane and equipped throughout with an automatic sprinkler 12. TOP PLATES TO TOP PLATE 16D COMMON 0 16"0/C FACE NAIL o 0 Exce tion: A arapet is not required in the (preceding two cases where the roof covering complied with a minimum Class C rating 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. system in accordance with Section R313, a mezzanine shall not be required to be open to the room in which the mezzanine is 13. DOUBLE TOP PLATES SPLICE 8-16D COMMON (24"MIN IAP SPICE EACH SIDE OF,JOINT) FACE NAIL P P 3. 0 erable windows that are rovided with window o enin control devices that com I with Section R312.2.2. as tested in accordance with ASTM E 108 or UL 790 and the roof decking or sheathing is of noncombustible materials or approved P p p g py located. Section R403 Footin s 14. BOTTOM PLATE TO JOIST OR BLOCKING (NOT AT BWP) 16D AT 16"O.C. FACE NAIL o fire-retardant-treated wood for a distance of 4 feet on each side of the wall or walls or one layer of 5/8 inch Type X gypsum R312.2.2 Window opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening control 9 " N device, after o eration to release the control device allowin the window to full o en, shall not reduce the net clear o enin area R401. .1 In lieu of a complete geotechnical evaluation footings shall be placed on rock, sand ravel and or ravel, sand, silt sand, 15. BOTTOM PLATE TO JOIST OR BLOCKING (AT BWP) 2-16D AT 16 O.C. FACE NAIL board is installed directly beneath the roof dercking or sheathing, supported by not less than nominal 2 inch (51 mm) ledgers P 9 Y P P 9 9 / 9 Y N attached to the sides of the roof framing members, for a distance of not less than 4 feet on each side of the wall or walls and of the window unit to less than the area required by Section R310.2.1. clayey sand, silty gravel or clayey gravel with a presumptive design load bearing value of 2,000 PSF. Do net place footings 16. TOP OR BOTTOM PLATE TO STUD TWO 16D COMMON. END NAIL any openings or penetrations in the roof are not within 4 feet of the common walls. on soil that consists primarily of clay or silt or have any inorganic material or fill. FOUR 8D COMMON. TOE NAIL 3. A parapet is not required where roof surfaices adjacent to the wall or walls are at different elevations and the higher roof is Section R313 Automatic Fire Sprinkler Systems R402. Concrete: A 28 day minimum compressive strength (f'c) is required at the following locations: more than 30 inches above the lower roof. 'The common wall construction from the lower roof to the underside of the higher roof R313.1 Townhouse automatic fire sprinkler systems. Townhouses having a height of three stories above grade shall be equipment � 2. Basement walls exposed to weather. 3000 psi plus 5 to 7% air entrainment 17. TOP PLATES, LAPS AT CORNERS I INTERSECTION THREE COMMON FACE NAIL 21. JOIST TO SILL, TOP PLATE, OR GIRDER THREE 8D COMMON. TOE NAIL deck shall have not less than a 1-hour fire-•resistance rating. The wall shall be rated for exposure from both sides. throughout with an automatic sprinkler system. 3. Porch slabs, steps, and garage slabs: 3500 psi plus 5 to 7% air entrainment i'- 44 R302.2.4 Structural independence. Each individual townlhouse shall be structurally independent. R313.1.1 Design and installation. Automatic residential fire sprinkler systems for townhouses shall be designed and installed in accordance R 403 1.4.1 Frost protection: Bottom of all footings to be at least 36" below grade. 22. RIM JOIST OR BLUCKING TO SILL OR TOP PLATE 8D COMMON 0 6"0/C TOE NAIL - Z Exceptions: with Section P2904 or NFPA 13D. R 403 1.5 Stepped Footings: Step footing 1 ft vertical maximum on 2 feet horizontal where slope of footing bottom exceeds 10% 27. BUILT UP GIRDERS AND BEAMS 2X LUMBER 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER 2 � 0 R313.2 One and two famil dwellin s automatic fires stems. One and two famil dwellin s havin a hei ht of three stories above rade a U 1. Foundations supporting exterior walls or colmmon walls. Y 9 Y Y 9 9 9 9 R 403 1.3.6 Isolated concrete footings. In detached one and two family dwellings that are three stories or less in height and constructed 28. 2X LEDGER THREE 16D COMMON AT EACH JOIST OR RAFTER. FACE NAIL } 5. Townhouses se arated b a common wall as rovided in Section R302.2, Item 1 or 2 shall be equipped throughout with an automatic sprinkler system. with stud bearir walls, isolated Iain concrete footin s su ortin columns or edestals are ermitted. O P Y P g P g PP g P P 31. WOOD STRUCTURAL PANELS: SUBFLOOR 6D COMMON (WALL) 6" o/c at edges and OJ o R302.3 Two-family dwellings. Dwelling units in two-fiamify dwellings shall be separated from each other by wall and floor assemblies having R313.2.1 Design and installation. Automatic residential fire sprinkler systems shall be designed and installed in accordance with Section R 403 1.6 Foundation Anchorage: Wood sole plates at exterior walls on slabs and all wood foundation wall sill lates shall be anchored " W w P2904 or NFPA 13D. P ROOF, AND WALL SHEATHING TO FRAMING 8D COMMON ROOF 12 o c at interior not less than a 1-hour fire-resistance rating where tested in accordance with ASTM E 119 or UL 263. Fire-resistance-rated with )' inch diameter anchor bolts spaced as shown on the plans and details. Bolts shall extend a minimum of 7 inches into ( ) / � Y 8D COMMON (SUBFLOOR) supports (see note f) W w floor/ceiling and wall assemblies shall extend to and be tight against the exterior wall, and wall assemblies shall extend from the concrete and located in the middle third of the width of the plate. A nut and washer shall be tightened on each anchor bolt. _, � _ foundation to the underside of the roof sheathing. Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of There shall be a minimum of two bolts per plate section and located not more than 12" or less than 3.5" from the end of a. All nails are smooth-common, box or deformed shanks exce t where otherwise stated. Nails used for framin and sheathin I. v Exce tions: dwelling units where the building is of Type V construction. Sidewalf sprinklers that are used to protect such areas shall each plate section. Plates shall be protected against decay and termites. P "g 9 Z P connections shall have minimum average bending yield strengths as follows: 80 ksi for shank diameter of 0.192 (20d common nail), (� o 1.A fire-resistance rating of % hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed be permitted to be located such that their deflectors are within 1 inch to 6 inches below the structural members and a TABLE R404.1.2(1) 90 ksi for shank diameters larger than 0.142" but not larger than 0.177", and 100 ksi for shank diameters of 0.142" or less. - w in accordance with NEPA 13. maximum distance of 14 inches below the deck of the exterior balconies and decks that are constructed of open wood fn r- oist construction. Minimum Horizontal Reinforcement for Concrete Basement Walls d. 4-foot-by-8 foot or 4 foot by 9 foot panels shall be applied vertically W o R302.3.1 Supporting construction. Where floor assemblies are required to be fire-resistance rated by Section R302.3, the wipporting 1 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 z construction of such assemblies shall have an equal or greater fire-resistance rating. MAXIMUM UNSUPPORTED walls and 4 inches or, center to gable end wall framing. a Section R314 Smoke Alarms HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT w 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 WALL (FEEr) ❑ -� self-closin device. Doors from arae into hiabitable s ace: 45 min. fire rated with self - closin device. R314.1 General. Smoke alarms shall comply with NFPA 72 and Section R314. c¢i 9 g g P g 58 ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY R602.3(5) 2x4 wall stue:; at 16 inches on center with a maximum height of 10 feet shall support a maximum of one floor plus W = cn R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be R314.1.1 Listings. Smoke alarms shall be listed in accordance with UL 217. Combination smoke and carbon monoxide alarms shall be AND ONE NO. 4 BAR NEAR MID- HEIGHT OF THE WALL STORY roof/ceiling assembly. 2x6 wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum Iii 0 constructed of a minimum No. 26 gage sheet steel or other approved material and shall not have openings into the garage. listed in accordance with UL 2034. ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY of two floor plus roof/ceiling assembly. Exceptions: Where designed by in accordance with accepted engineering practice or � CD R302.6 Dwelling-garage fire separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply R314.3 Location. Smoke alarms shall be installed in the following locations. >8 AND ONE NO. 4 BAR NEAR THIRD POINTS IN THE WALL STORY where the 0;rnate design wind speed is less than or equal to 130 mph, 2X6 #2 grade studs supporting a roof load with E- } with Section R302.5. Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 1. In each sleeping room. 0 m not more than 6 feet of tributary length shall have a maximum wall height of 18 feet when spaced at 16 inches on Z Z shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall. 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. center and 20 feet where spaced at 12 inches on center. w R302.6 Garage walls: 5/8 inch type X gypsum board on garage side, 1/2 inch type X gypsum board on opposite wall side at habitable 4. Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally from the door or opening of a bathroom that R602.3.2 Top plate. Wood stud walls shall be capped with a double top plate installed to provide overlapping at corners and Z d ¢ v areas. contains a bathtub or shower. TABLE R404.1.2(8) Minimum Vertical Reinforcement for 6, 8, 10 and 12 inch Concrete Basement Walls intersections with bearing partitions. End joints in top plates shall be offset not less than 24 inches. Joints in plates (D o T R302.6 Garage ceiling: 5/8 type X gypsum board R314.3.1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent MINIMUM VERTICAL REINFORCEMENT BAR need not occur over studs. Plates shall be not less than 2 inches nominal thickness and have a width not less than the CO : •••• ••• R302.9 Flame Spread & Smoke Density Index. R309.2.1: Wall & ceiling finishes shall have a flame spread classification of not greater than placement of a smoke alarm in a location required by Section R314.3. slzE AND SPACING (INCHES) width of the studs. W : !��' OBER, 'QCT: 200. R30.9.2: Wall & Ceiling finishes shall have a smoke developed index of not greater than 450. 1. Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) horizontally from a permanently installed cooking MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE OF R602.6 Drilling and notching of dimensional lumber to conform to sections R602.6, R602.6.1, and figure R602.6(1). Notching & C� R302.11 Fire blocking shall be provided in wood-framed construction in the following locations: appliance. WALL HEIGHT BACKFILL HEIGHT 45 PSF PER F00T OF DEPTH bored hole limitations for exterior walls and bearing walls, figure R602.6(2) Notching and (bored hole limitations for interior U * �" >`` - , 1. In concealed s aces of stud walls and artitions, includin furred s aces and arallel rows of studs or sta ered studs, as (FEED (FEET) Do not backfill with any soil containing silt or clay. non bearin walls & fi ure R602.6.1 to late framin to accommodate r in . 16 a e and 1.5 inch wide metal tie i- r'�� I 7C P P 9 P P g9 2. Ionization smoke alarms with an alarm-silencing switch shall not be installed less than 10 feet (3048 mm) horizontally from a g 9 P P 9 P P 9 9 9 follows: permanently installed cooking appliance. WALL THICKNESS (INCHES) fastened across and to the plate at each side of the notch with 8-10d nails each side. Follow manufacturers Q t ' m 1.1 Vertical) at the ceilin and floor levels. s 10 12 specifications for engineered products. (figure R602.6.1) � � Y 9 3. Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a permanently installed cooking W T'� '4 a . 1.2 Horizontally at intervals not exceeding '10 feet. appliance. B 7 NR NR NR = : 11O �- 2. At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. 4. R 314.4 Interconnection. Where more than one smoke alarm is required to be installed within an individual dwelling unit in 9 I3 5 ® 41 NR NR , 810 10 9 6041 5022 NR 3. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with accordance with Section R314.3, the alarm devices shall be connected in such a manner that the actuation of one alarm will /�W Y U Section R302.7. activate all of the alarms in the individual dwelling unit. NR denotes no reinforcing required. ❑ 4a sa a of flame oand vroductsr of combustiorn le The materialafil ng this nnullarr spacfe shall a of beroree ui edttoameetrthetASTM fE 136 Se Locate vertical bars 1Y4" clear from inside face of walls. The center of bars shall not vary from this by more than % inch. P 9 P P 9 PP p g p g p q ction R315 Carbon Monoxide Alarms : requirements. R315.1 General. Carbon monoxide alarms shall comply with Section R315. JOB 'ER 5. For the fire blocking of chimneys and fireplaces, see Section R1003.19. R315.1.1 Listings. Carbon monoxide alarms shall be listed in accordance with UL 2034. Combination carbon monoxide and smoke alarms 6. Fire blocking of cornices of a two-family dwelling is required at the line of dwelling unit separction. shall be listed in accordance with UL 2034 and UL 217. 2 R302.11.1 Fireblocking materials. Except as provided in Section R302.1, Item 4, fireblocking shall consist of the following materials. R315.2 Where required. Carbon monoxide alarms shall be provided in accordance with Sections R315.2.1 and R315.2.2. 0 1 6 0 2.3 1. Two-inch nominal lumber. R315.2.1 New construction. For new construction, carbon monoxide alarms shall be provided in dwelling units where either or both of the I LLT 2. Two thicknesses of 1" nominal lumber with broken lap joints. following conditions exist. I U �� J�( � (� `,•J Q SHEET NUMBER 3. One thickness of 23/32 inch wood structural panels with joints backed by 23/32 inch wood structural panels. 1. The dwelling unit contains a fuel fired appliance. 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. 2. The dwelling unit has an attached garage with an opening that communicates with the dwelling unit. W 5. One half inch gypsum board. Z 6. One quarter inch cement based millboard. 915.2.3.1 One Family Dwellings. f'J 7. Batts or blankets of mineral wool or glass fiber or other approved materials installed in such a manner as to be securely 915.2.3.1.1 Buildings constructed on or after January 1, 2008. retained in place. W . COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED TABLE R602.3(3) P2607.2 Pipes penetratingexterior walls. Where a pipe penetrates an exterior wall, waterproof seal shall be made on the exterior of the Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) wall by one of he following methods: P P P P TRUSS IDENTIFICATION SIGN ~ N1101.11.1 (R303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crawlspace walls and Z ULTIMATE DESIGN 1. A waterproof sealant applied at the joint between the wall and the pipe. PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS MINIMUM NAIL PANEL NAIL WIND SPEED V ult the perimeter of slab-on-grade floors shall have rigid, opaque and weather-resistant protective covering to prevent the degradation LU SPACING � 2. A flashing of an approved elastomeric material. TYPE CONSTRUCTION, PRE-ENGINEERED WOOD E (mph) of the insulations thermal performance. The protective covering shall cover the exposed exterior insulation and extend not less MINIMUM MINIMUM MAXIMUM WALL P2801.61 Required pan. Where a storage tank-type water heater or a hot water storage tank is installed in a location where water leakage CONSTRUCTION AND/OR TIMBER CONSTRUCTION � � WOOD NOMINAL PANEL STUD SPACING than 6 inches (153 mm) below grade. WIND EXPOSURE from the tank will cause damage, the tank shall be installed in a pan constructed of one of the following: U ai SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) EDGES FIELD CATEGORY N1101.14 (R401.3) Certificate (Mandatory'". A permanent certificate shall be completed by the builder or HERS Rater professional and posted REFLECTIVE RED 6 DIA. � (INCHES) PANEL SPAN (INCHES) 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. O RATING (INCHES O.C.) (INCHES O.C.) on a wall in the where the furnace is located, a utility room or an approved location inside the building. ( ) PANTONE (PMS) 1187 0 0 B C D 2. Plastic not less than 0.36 inch 0.9 mm in thickness. .,.. TABLE N1102.1.2 (8402.1.2) 8d 1.75 24/16 7/16 16 6 12 170 140 135 Insulation and fenestration Requirements by Component 3. Other approved materials. N Z � 2 COMMON 8602.3.5 Braced wall panel uplift load path. Braced wall panels located at exterior walls that support roof rafters or trusses CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL Aplastic pan shall not be installed beneath a gas-fired water heater. O ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE do SPACE U "u&-+ ami - I (including stories below top story) shall have the wall sheathing and fasteners designed to resist combined uplift and shear U-FACTOR SHGC R-VALUE R-VALUE R-VALUE DEPTH WALL Section U101 Scope EFLECTIVE D ' N >o r - forces in accordance with accepted engineering practice. R-VALUE 4 EXCEPT 0101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. C92S RWHITE -&� N MARINE 0.35 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 R802.11 Rafter or truss uplift force. • LO = 0)2Z _ Section U102 General Definitions " For rafters at 16"o/c in 130mph wind speed. Roof pitch > 5/12 Exposure B Solar-Ready Zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a 1/2' 1/4 O L w � c`i Span ( ) N1102.2.2 R402.2.2 Ceilings without attics aces. Where section N1102.2 would require insulation levels above R-30 and the design of the solar photovoltaic or solar thermal system. -, o v San ft 12 18 24 28 32 36 42 48 ( ) 9 P q 9 TRUSS IDENTIFICATION SIGN STROKE U N uplift Force 117 149 182 203 226 247 281 314 roof/ceiling assembly does not allow sufficient space for the required insulation, the minimum required insulation for such = u, ca P T COMPLIANCE WITH 19 NYCRR 1264 r` M Increase x1.09 for itch < 5 12. Increase x 1.5 for 24"o/c spacing. Increase x 1.32 for 140 mph. roof/ceiling assemblies shall be R-30. The reduction of insulation from the requirements of Section N1102.1.2 shall be limited to ❑ U M P Section U103 Solar-Ready Zone SIGNS UNIFYING THE IDi7STANCE OF TRUSS CONSTRUCTION SHALL CONSISTS OF A CIRCLE 6'IN 500 sf (46 mz) or 20 percent of the total insulated ceiling area, whichever is less. M R702.3.5.1 Screw fastening. Screws for attaching gypsum board and gypsum panel products to wood framing shall be Type W or Type S in U103.2 Construction document requirements for solar ready zone. Construction documents shall indicate the solar-ready zone. DIAMETER,WITH A STROKE WIDTH OF 1/2".THE SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN IIr (0 accordance with ASTM C 1002 and shall penetrate the wood not less than 5 8 inch. N1102.2.4 (R402.2.4) Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces such as attics and crawl COLOR.THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR,CONFORMING TO PANTONE p / 0103.3 Solar-ready zone area. The total solar-ready zone area shall be not less than 300 square feet (27.87 mz) exclusive of spaces shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. MATCHING SYSTEM(PMS)X167. JfP4 R702.4 Ceramic Tile. Exception: vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration mandatory access or set back areas as required by the International Fire Code. New multiple single-family dwelling (townhouses) Q_ R702.4.2 Backer boards. Materials used as backers for wall the in tub and shower areas and wall panels in shower area shall be of requirements of Table 81102.1.2 based on the applicable climate zone specified in Chapter 3. three stories or less in height above grade plane and with a total floor area less than or equal to 2,000 square feet (185.8 mz) SECTION 1265.4.SIGN OR SYMBOL THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED materials listed in Table 8702.4.2, and installed in accordance with the manufacturers recommendations. per dwelling shall have asolar-ready zone area of not less than 150 square feet (13.94mz). The solar-ready zone shall be �R N1102.2.8 (R402.2.8) Floors. Floor framing-cavity insulation shall be installed to maintain permanent contact with the underside of the TO THE EXTERIOR OF THE RESIDENTIAL STRUCTURE: PROVIDED,HOWEVER,THAT IS AFFIXING THE SIGN OR 1TABLE R702.4.2 composed of areas not less than 5 feet (1.52m) in width and not less than 80 square feet (7.44 mz) exclusive of access or set subfloor decking. SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX,OR IF THE UTILITY Backer Board Materials N1102.2.9 (8402.2.9) Basement walls. Walls associated with conditioned basements shall be insulated from the top of the basement wall back areas as required by the International Fire Code. PROVIDING ELECTRICAL SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SYMBOL MATERIAL STANDARD down to 10 feet (3048 mm) below grade or to the basement floor, whichever is less. Walls associated with unconditioned U 103.4 Obstructions. Solar-ready zones shall be free from obstructions, including but not limited to vents, chimneys, and roof-mounted TO BE AFFIXED TO THE ELECTRICAL BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED M THE EXTERIOR GLASS MAT GYPSUM BACKING PANEL ASTM C 1176 basements shall meet this requirement unless the floor overhead is insulated in accordance with Section N1102.1.2 and N1102.2.8. equipment. WALL OF THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT M THE ELECTRICAL BOX.THE FIBER REINFORCED GYPSUM PANELS ASTM C 1276 0103.5 Roof load documentation. The structural design loads for roof dead load and roof live load shall be clearly indicated on the SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE Z NONASBESTOS FIBER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY C N1102.4.2 (R402.4.2) Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors, and outdoor combustion air. construction documents. OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE _O NONASBESTOS FIBER MAT REINFORCED CEMENTmOUS BACKER UNITS ASTM C 1325 Where using tight-fitting doors on factory-built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested U103.7 Electrical service reserved space. The electrical service panel shall have a reserved space to allow installation of a dual pole WOOD ROOF TRUSS SPECIFICATIONS: H and listed for the fireplace. Where using tight-fitting doors on masonry fireplaces, the doors shall be listed and labeled in () TABLE R703.8.1 accordance with UL 907. circuit breaker for future solar electric installation and shall be labeled "For Future Solar Electric". The reserved space shall be ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE Z) Allowable Spans for steel lintels supporting masonry veneer TABLE N1102.4.1.1 (R402.4.1.1) positioned at the opposite (load) end from the input feeder location or main circuit location. INTERNATIONAL BUILDING CODE. Air Barrier and Insulation Installation NOTE: 5 8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF (FRAMING MEMBERS. F_ SIZE Oo�,�s) ABOVE ADM ABOVE -m.�rrcuE STORY o ar oRiFs ; / L3x3xt/4 8'-0' 4'-8' 3'-0' GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. 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. 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: Z THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. E 3901.9 Garage Outlets. Garage receptacle, outlets must be serviced by a separate branch circuit that does not supply other outlets. At E L4x3x1/4 8'-a' 5'-a' 4'-8" BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. p ( QUATION 16-8) O least one receptacle outlet is required for each car space in a garage. D + LEQUATION 16-9 CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY L (EQUATION L5x3.5x5/18 to-o• 8.-.O. s-o• GAPS IN THE AIR BARRIER SEALED. E 3902.11 Location of GFCI outlets. All GFCI outlets must be placed in readily accessible locations. D + S (EQUATION 16-10) X LBx3.5x1/4 14'-o' s'-e" Y-o' ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL E 402.14 Tamper resistant receptacles. Nearly all 125 volt 15 and 20 amp receptacles to be tamper resistant. D + .6W (EQUATION 16-12) O ' ^ BE SEALED. D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) LL Ln - a. Long leg of the angle shall be placed in a vertical position. WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE O t' ' J c. Minimum bearing to be 6". THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. KNEE WALLS SHALL BE SEALED. 8703.12 Adhered masonry veneer installation. Adhered masonry veneer shall comply with the requirements of Section 8703.7.3. WINDOWS. SKYLIGHTS AND THE SPACE BETWEEN WINDOW/ DOOR JAMBS AND FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE 1 THE WORK SHOWN ON THESE DRAWINGS HAS BEEN DESIGNED IN WITH CHAPTER 26 TO 30 OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE Z 1:1 Qi� C) 8703.12.1 Clearances. On exterior stud walls, adhered masonry veneer shall be installed: DOORS SEALED. ACCORDANCE WITH THE STRUCTURAL REQUIREMENTS OF THE 2015 CATEGORY B. RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER INTERNATIONAL RESIDENTIAL CODE AS ADOPTED BY NEW YORK STATE. ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: r_T 7 1. Minimum of 4 inches (102 mm) above the earth DESIGN LOADS: 8703.12.2 Flashing at foundation. Acorrosion-resistant screed or flashingof a minimum 0.019 inch 0.48 mm or 26 gage galvanized or FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR (BUILD UP LOADS AS REQUIRED BY ( ) 9 9 9 GARAGE AND CANTILEVERED 2 THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR TABLE 8301S7 ASCE7-10 , TCDL = 15 PSF, BCLL=I OPSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED P...., riiiiiiiiiiiii plastic with a minimum vertical attachment flange of 3 % inches (89 mm) shall be installed to extend a minimum of 1 inch (25 FLOORS) THE FOLLOWING LIVE LOADS: ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. mm) below the foundation plate line on exterior stud walls in accordance with Section R703.4. SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED ROOF: 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) SPACE SHALL BE SEALED. GROUND SNOW LOAD 2OPSF FROM FIGURE R301.2(5) ALLOWABLE GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 STRUCTURAL MEMBER DEFLECTION TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". �� and walls closer than 10 feet (3048 mm) to a building on another lot. (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS h•� Exception: Walls perpendicular to the line used to determine the fire separation distance. RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO PER UNER FOOT DEAD LOAD FOR ROOF FRAMING) Rafters having slopes greater than 3:12 L/180 TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN 8703.8.2.2. Support by roof construction. A steel angle shall) be placed directly on top of the roof construction. The roof supporting THE DRYWALL with no finished ceiling attached to rafters DRAWINGS SHALL INCLUDE THE FOLLOWING INFORMATION:SHOWER/ TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WADS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM FLOORS: 40 PSF 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. O construction for the steel angle shall consist of not fewer than three 2 inch by 6 inch wood members for wood construction. A EXTERIOR WALL FROM THE SHOWERS AND TUBS. BALCONIES AND DECKS: 40 PSF Interior walls and partitions H 180 ^ , wood member abutting the vertical wall stud construction shall be anchored with not fewer than three 5/8 inch diameter b 5 inch p 2. LOCATION B ALL JOINTS. P-.4 a"' / y ELECTRICAL/ PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED UNINHABITABLE ATTIC W/0 STORAGE: 10 PSF Floors and ceilings w/ brittle finish L/360 3. REQUIRED BEARING WIDTHS. F- w lag screws to every wood stud spacing. Each additional wood roof member shall be anchored by the use of two 10d nails at ON EXTERIOR WALLS BOXES SHALL BE INSTALLED. UNINHABITABLE ATTIC WITH STORAGE: 20 PSF 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. W every wood stud spacing. Install flashing and weep holes. The maximum height of the brick veneer above the lintel shall be 12 FMIITABLE ATTIC W FIXED STAIRS: 30 PSF All other structural members L/240 4.2. TOP CHORD DEAD LOAD. U) [J feet 8 inches, with max 7:12 roof pitch. See figures R03.8.2.1 & R703.8.2.2. N1102.4.5 (R402.4.5) Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage Exterior walls with plaster or stucco finish L/180 4.3. BOTTOM CHORD LIVE LOAD. p [� R703.8.4 Masonry veneer shall be anchored to the the supporting wall studs with corrosion resistant metal ties embedded in mortar or grout between conditioned and unconditioned spaces. All recessed luminaires shall be IC-rated and labeled as having an air leakage rate ULTIIMATE DESIGN WIND SPEED: 130 MPH FROM FIGURE R301.2(4)A 4.4. BOTTOM CHORD DEAD LOAD. m and extending into the veneer a minimum 1-1/2 inches, with not less than 5/8 inch mortar or grout cover to outside face. not more than 2.0 cfm (0.944 L/s) when tested in accordance with ASTM E 283 at a 1.57 psf (75Pa) pressure differential. All EXPOSURE CATEGORY: B FROM R301.2.1.4 Exterior walls with brittle finishes L/180 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. VW), minimum tie size= 22 US gage. Minimum tie faistener = 8d common nail. Airspace= Nominal 1" between sheathing & veneer. FAch recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SEISMIC DESIGN CATEGORY: B FROM FIGURE 301.2.2 (exempt from 4.6. CONTROLLING WIND LOADS. ❑ r T '1 tie shall support not more than 2.67 square feet of wall area and shall be spaced not more than 32" on center horizontally and C402.4 (R402.4.6) Tenant Separation Walls (Mandatory). Fire Separations between dwelling units in two-family dwellings and multiple seismic provisions of code per 8301.2.2) Exterior walls with flexible finishes L/180 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. w O 6. EACH REACTION FORCE AND DIRECTION. single-family dwellings townhouses shall be insulated to no less than R-10 and the walls shall be air sealed. PRESUMPTIVE LOAD-BEARING VALUE OF SOIL: 2,Oo0PSF Per TABLE R401.4.1 Lintels supporting masonry veneer L/600 7. JOINT CONNECTOR TYPE AND DESCRIPTIONSIZE, THICKNESS OR GAGE AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR 24 inches on center vertically. 9 Y 9 (townhouses) (E.G.,( ) > �� R703.8.5 Flashing shall be located beneath the first course of masonry above finished ground level above the foundation wall or slab and at Includes soil classes: GW, GP, SW, SP, SM, SC, GM, and GC. EXCEPT WHERE SYMMETRICALLY other points of support., including structural floors, shelf angles and lintels where masonry veneers are designed in accordance with Section N1103 (R403) NOTE: Soils with clay or clay and silt will require a redesign LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. 9:14 r section R703.8. Systems of building footings. 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. v 8703.8.6 Weepholes shall be provided in the outside wythie of masonry walls at a maximum spacing of 33 inches on center. Weepholes shat! N 1103.1 (8403.1) Controls (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. not be less than 3/16 inch in diameter. Weepholes shall be located immediately above the fleshing. N 1103.1.1 (8403.1.1) Programmable thermostat. The tnermostat controlling the primary heating or cooling system of the dwelling unit shall TABLE 8301.2(2) U� M 11�pRCES IN THE TRUSS MEMBERS. H_ be capable of controlling the heating and cooling system on a daily schedule to maintain different temperature set points at Door And Window Required Design Loads: %ZO8E pTFVMENTAATJBU86 61E916%DBRARINMELICI�IgI►.OMG LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF Q R801.3 Roof drainage. All dwellings shall have a controlled method of water disposal from roofs that will collect and discharge roof different times of the day. This thermostat shall include the capability to set back or temporarily operate the system to maintain All exterior windows and doors shall meet minimum wind pressures COHE INTERNATIONAL BUILDING CODE. C drainage to the ground surface not less than 5, feet from foundation walls or to an approved drainage system, zone temperatures down to 55'F (13'C) or up to 85'F(29'C). The thermostat shall initially be programmed by the manufacturer in pounds per square foot for 30 foot mean roof height, 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: l-_ R802.1.5.4 Labeling.- Fire-retardant treated lumber and wood structural panels shall be labeled. with a heating temperature set point no higher than 707 (21'C) and a cooling temperature set point no lower than 78'F (26C). exposure B, zone 5 (end wall zone) as follows: D (EQUATION 16-8) Z U R802.3 Framing details. Rafters shall be framed not more than 1 % inches (38 mm) offset from each other to ridge board or directly N1103.1.2 (R403.2) Hot water boiler outdoor temperature setback. Hot water boilers that supply heat to the building through one or two pipe D + L (EQUATION 16-9) W opposite from each other with a gusset plate as a tie. Ridge board shall be not less than 1 inch (25 mm) nominal thickness heating systems shall have.an outdoor setback control that lowers the boiler water temperature based on the outdoor temperature. 130 MPH ULTIMATE 140 MPH ULTIMATE 2 and not less in depth than the cut end of the rafter. At valleys and hips there shall be a valley or hip rafter not less than 2 N1103.3 (R403.3) Ducts. Ducts and air handlers shall be in accordance with Sections N1103.3.1 through N1103.3.5. WINDOW/DOOR SQ.FT.AREA WIND SPEED WIND SPEED D = DEAD LOAD, L = LIVE LOAD, inch (51 mm) nominal thickness and not less in depth than the cut end of the rafter. Hip and valley rafters shall be supported U at the ridge by a brace to a bearing partition or be designed to cant' and distribute the specific load at that point. Where the N1103.3.1 (R403.3.1) Insulation (Prescriptive). Supply and return ducts in attics shall be insulated to a minimum of R-8 where 3 inches 10 S.F. +18.2/-19.0 +21.2/-28.0 FLOOR TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: 0 roof pitch is less than three units vertical in 12 units horizontal (25 percent slope), structural members that support rafters and (76.2 mm) in diameter and greater and R-6 where less than 3 inches (76.2 mm) in diameter. Supply and return ducts in other 20 S.F. +17.4 -22.0 +20.2 -26.0 TCLL = 40 PSF, TCDL = 10 PSF, AND BCDL = 5 PSF ceiling joists, such as ridge beams, hips and valleys, shall be designed as beams. portions of the building shall be insulated to a minimum of R-6 where 3 inches (76.2 mm) in diameter or greater and R-4.2 150 S.F. +16.3 -20.0 +19.0/-23.0 R802.3.1 Where ceilingjoists or rafter ties are not provided, the ride formed b these rafters shall be supported b a wall or girder where less than 3 inches (76.2 mm) in diameter. TRUSSES SHALL HAVE A MAXIMUM LIVE LOAD DEFLECTION OF L/480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". j p g y pp Y 9 100 S.F. +15.5 -19.0 +18.0 -22.0 designed in accordance with accepted engineering practices. Exception: Ducts or portions thereof located completely inside the building thermal envelope. R802.7.2 Engineered wood products. Cuts notches and (holes bored in trusses, structural composite lumber, structural glue-laminated N1103.3.2 (R403.3.2) Sealing (Mandatory). Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with either Table values shall be adjusted for heights > 30 and exposure C or D by multiplying by the TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO (INSTALLATION. TRUSS DESIGN g p DRAWINGS SHALL INCLUDE THE FOLLOWING INFORMATION: members, cross-laminated timber members or II-joists are prohibited except where permitted b the manufacturer's the 2015 International Mechanical Code as amended), the 2015 International Residential Code as amended of the New York Cit adjustment coefficient in Table 8301.2(ar � P P P y ( ) ( ) y Plus sign signifies pressures acting toward the building surfaces. 1. DEPTH, SPAN, AND SPACIN^, recommendations or where the effects of such alterations are specifically considered. Constructions Codes, as applicable. Minus sign signifies pressures acting away from the building surfaces. 2. LOCATION OF ALL JONiS. R802.8.1 Bridging. Rafters and ceiling joists having a depth to thickness ratio exceeding 6 to 1 based on nominal dimensions shall be Exceptions: 3. REQUIRED BEARING WIDTHS. supported laterally by solid blocking, diagonal bridging (wood or metal) or a continuous 1 inch by 3 inch wood strip nailed across 1. Air-impermeable spray foam products shall be permitted to be applied without additional joint seals. 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. the rafter or ceiling joists at intervals not exceeding 8 feet. 4.2. TOP CHORD DEAD LOAD. 2. For ducts having static pressure classification of less than 2 inches of water column (500 Pa), additional closure systems shall 4.3. BOTTOM CHORD LIVE LOAD. 8802.9 Trimmer joist: single header and trimmer for openings up to 4'-0" and doubled over 4'-0" unless otherwise noted on plan. not be required for continuously welded joints and seams, and locking-type joints and seams of other than the snap-lock and A B B R EV I AT I 0 N S 4.4. BOTTOM CHORD DEAD LOAD. M o Connect with tecos for header joist spans of 6"-0 and greater. button-lock types. 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. < N N I— N cli o N1103.3.3 (R403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage. 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. 0 - R806.3 Vent and insulation clearance. Where eave or .cornice vents are installed, insulation shall not block the free flow of air. Not less A.B. ANCHOR BOLT 6. EACH REACTION FORCE AND DIRECTION. than a 1 inch space shall be provided between the insulation and the roof sheathing and at the location of the vent. N1103.4 (8403.4) Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C) D.S. DOWNSPOUT LT. WT. LIGHTWEIGHT RMS. ROOMS P P A.F.F. ABOVE FINISH FLOOR D1L DETAIL LT. LIGHT REINF. REINFORCING,REINFORCED 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR or below 55'F (13'C) shall be insulated to a minimum of R-3.N1103.7(R403.7) Equipment sizing and efficiency rating (Mandatory). ADJ. ADJACENT ADJUSTABLE EXCEPT WHERE SYMMETRICALLY Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on building loads calculated in accordance A.F.T. ABOVE FINISH TREAD EACH Lam• LOUVER RNG RANGE LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. Section R807 Attic Access E.J. EXPANSION JOINT L.T. LAUNDRY TUB R.O. ROUGH OPENING R807.1 Attic access. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that have a with ACCA Manual J or other calculated in accordance with ACCA Manual J or other approved heating and cooling calculation ALUM. ALUMINUM R. B. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. methodologies. ELEC. ELECTRICAL RISER 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. 9 ANCH. ANCHOR MAS. MASONRY vertical height of 30 inches (762 mm) or greater over an area of not less than 30 square feet (2.8m2). The vertical height shall N1103.6 8403.6 Mechanical ventilation Mandato The building shall be provided with ventilation that meets the requirements of the 2015 ELEV. ELEVATION MAT. MATERIAL RND ROUND 10. DEFLECTION RATIO FOR WE AND TOTAL LOAD. ( ) (Mandatory) 9 P q < ANGLE roof framing members. 11. MAXIMUM AXIAL COMPRESSION be measured from the top of the ceiling framing members to the underside of the o g EQ. EQUAL .C. SAWCUTFORCES IN THE TRUSS MEMBERS. International Mechanical Code (as amended), the 2015 International Residential Code (as amended), or the New York City ARCH. ARCHITECTURAL MAX.MAXMAXIMUM 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. The rough-framed opening shall be not less than 22 inches by 30 inches (559 mm by 762 mm) and shalt be located in a Construction Codes, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have 0 AT EQUIP EQUIPMENT Moo MEDIUM DENSITY OVERLAY SCHEM. SCHEMATIC EXP. EXPANSION MECH. MECHANICAL DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-CEILING hallway or other readily accessible location. Where located in a wall, the opening shall be not less than 22 inches wide by 0 automatic or gravity dampers that close when the ventilation system is not operating. SHLF SHELF s c.+ EXT. EXTERIOR EIUNc inches high (559 mm wide by 762 mm high). Where the access is located in a ceiling, minimum unobstructed head-room in the BD. BOARD MIN. MINIMUM SHT. SHEET ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT 111E AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DIiAFFSTOPPING SHALL O O O O O O attic space shall be 30 inches (762 mm) at some point above the access measured vertically from the bottom of ceiling framing Section N1104 (R404) Lighting Electrical Power and Li stems BLDG. BUILDING EE. EACH END SIM. SIMILAR DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING Fn � v> cn U) U)members. See Section M1305.1.3 for access requirements where mechanical equipment is located in attics. 9 S y BM I BEAM M.D. MASONRY OPENING S.S. STAINLESS STEEL MEMBRANE BELOW, DRAFTSTOPP!NG SHALL BE PROVIDED IN FLOOR-CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: > > > > > > N1104.1 (R404.1) Lighting and equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall MTL. METAL STL. STEEL - - W W it W w W P P permanently lighting Y g y BTM BOTTOM F/C FLOOR COVERING CHANGE be high-efficacylams or not less than 75 percent of the ermanentl installed li htin fixtures shall contain only high-efficacy MATERIALS: DRAFTSTOPPING MATERIAL SHALL BE NOT LESS THAN 1 2 INCH GYPSUM BOARD, 3 8 INCH WOOD STRUCTURAL PANELS. Section 8902 Fire ClassificationBLKG. BLOCKINGTRUCTS STRUCTURAL / / R 902.1 Roofing covering materials. Roof shall be covered with materials as set forth in Sections 8904 and 8905. Class A, B or C lamps. Exception: Low voltage lighting. F.D.FDFLOOR DRAIN N.I.C. NOT IN CONTRACT BRG. BEARING FDN. FOUNDATION NTS SUSP. SUSPENSION � roofing shall be installed in jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 (NTS) NOT TO SCALE TYPICAL ROOF & FLOOR TRUSS NOTES: N BRK BRICK FUR. FLOOR SGD SLIDING GLASS DOOR feet 914 mm from a lot line. Class A, B and C roofing required b this section to be listed shall be tested in accordance with Section M1305 Appliance Access BSMT BASEMENT SQ. SQUARE o ( ) 9 q Y FP FIREPLACE * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF !R UL 790 or STM E 108. M1305.1 Appliances access for inspection service, repair and replacement. Appliances shall be accessible for inspection, service, repair and CENTER LINE O.C. ON CENTER rt F.R. FIRE RATED TB TOWEL BAR METAL-PLATE-CONNECTED WOOD TRUSSES SHALL COMPLY WITH ANSI PI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY R 902.4 Rooftop mounted photovoltaic panels and modulles. Rooftop mounted photovoltaic panels and modules installed on or above the replacement without removing permanent cepa construction, other appliances, or any other piping or ducts not connected t0 the C.M.U. CONCRETE MASONRY UNIT OPER. OPERATOR p p P P P P FRM FRAME T & G TONGUE AND GROVE A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. roof covering shall be tested, listed and identified with a fire classification in accordance with UL 1703. Class A, B or C appliance being inspected, serviced, repaired or replaced. A level working space not less than 30 inches deep and 30 inches wide C.J. CONTROL JOINT FT. FOOT FEET OPNG. OPENING TGS TOP OF GRADE SLAB 762 mm b 762 mm shall be provided in front of the control side to service an appliance. / TRUSSES SHALL S FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID photovoltaic panels and modules shall be installled in jurisdictions designated by law as requiring their use or where the edge of ( Y ) P PP• COL. COLUMN FTG FOOTING OPT. Ei OPTIONAL TFyy TOP OF FOUNDATION WALL FIXTURES DURING ASSEMBLY TO INSURE TIGHT FITTING JOINTS. the roof is less than 3 feet (914 mm) from a lot line. M1305.1.3 Appliances in attics. Attics containing appliances shall be provided with an opening and a clear and unobstructed passageway largeCONC. CONCRETE GA ORIENTED STRAND BOARD TYP TYPICAL * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS 1- R 903.2.1 Exposed wall flashing required to have akick-out where the eave of the roof intersects a wall to prevent water intrusion into the enough to allow removal of the largest appliance, but not less than 30 inches (762 mm) high and 22 inches (559 mm) wide and COND., CONDITION GAUGE OZ. OUNCE Z W P not more than 20 feet 6096 mm Ion measured Alan the centerline of the passageway from the opening to the Bance. CONT. CONTINUOUS GLV GALVANIZED T TREAD RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THIAT ADEQUATE BRACING HAS BEEN W wall assembly. ( ) 9 9 P 9 Y P 9 PP 1/R ONE ROD TR TOWEL ROD DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS C-)GENERAL CONTRACTOR R 905.1.2 An ice barrier/ water shield shall be installed per manufacturerG.C.s specifications, to maintain product warranty. Carry down front of fascia, M1307.3 Elevation of ignition source. Appliances having an ignition source shall be elevated such that the source of ignition is not less CONST„ CONSTRUCTION 1/S ONE SHELF TRPL TRIPLE THE SBCA BUILDING COMPONENT SAFETY INFORMATION (BCSI) GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING & BRACING OF METAL PLATE 2 cD GEN. GENERAL CTSK. COUNTERSUNK CONNECTED WOOD TRUSS. M min 4 typical. I ice & water shield in fair weather when the air, roof deck and membrane are at temperatures of 40 degrees Fahrenheit than 18 inches (457 mm) above the floor in garages. GYP. PC POURED CONCRETE C D 0 D S E O m Yp APPY P g C.O. CASED OPENINGGYPSUM U.N.O. UNLESS NOTED OTHERWISE * TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF -I o or higher. Ice rotection requirements per table R301.2 1 . Install ice & water shield at all eaves, able ends, his & valleys, On roofs slopes M 1502 Clothes dryer duct maximum length not to exceed 35' from the connection to the transition duct and reduced 2-1/2 inches for G.L. BD. PARTICLE BOARD W w g P q P � � g P y p CANT. CANTILEVER GLUE LAM REGISTERED DESIGN PROFESSIONAL. every 45 degree bend and 5 feet for each 90 degree bend. Install booster fan for additional lengths. Clothes dryer exhaust system PL. PLATE x less than 4:12, entire roof to receive ice & water shield. C.T. CERAMIC TILE HGT. HEIGHT VERT. VERTICALI WE CONTRACTOR IS RESPONSIRI IZ FOR THE MEA shall comply with code section M1502 listed and labeled in accordance with UL2158A. Exhaust duct size shall comply with code PNL. PANEL NS TWETHECONTRA= SHALLRUAT€-TILIPARARY BRACING WAS W v iu R 905.2 Slope. Asphalt shingles shall be used only on roof slopes of two units vertical in 12 units horizontal (2:12) or greater. For roof section M1506. CLG. CEILING HDWR. HARDWARE V.I.F. VERIFY IN FIELD F 11 F w � HORZ. PWD. PLYWOOD REwi*N t� �� tY!N Q�EO F&L , - 0 a = < slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double � C.M. CROWN MOULD HORIZONTAL,HORIZONTALLY W WASHER 0 o M 1506 Exhaust openings: A minimum clearance of 3'-0" is required between air exhaust terminations and openings into the building. HD.WD. PF. PREFABRICATED 1. The mechanical systems shall be installed in accordance with chapters 12-24 of the 2015 IRC & 2016 NYSRC. Z underlayment application is required in accordance with Section 8905.1.1. C.R. CHAIR RAIL HARDWOOD W/ WITH R 905.2.5 Fasteners. Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 M1507.4 Minimum required local exhaust rates for one & two family homes. HR. HOUR PR. PAIR WD. WOOD 2. The plumbing systems shall be installed in accordance with chapters 25-33 of the 2015 IRC & 2016; NYSRC. O P 9 Lu D - w DRYER = PL7 HDR. ROU. PROJEC 3. The a ectrical s stems shall be Inst le ' gage � ( )� / ( ) 9 Area to be exhausted: Kitchen 100 cfm intermittent or 25 cfm continuous. HEADER T / PROJECTED W.W.F.WyWELDED WIRE FABRIC y al din accordance with chapters ters 34 41 of the 2015 IRC & 2016 NYSRC. i- a e 0.105 inch 3 mm shank with a minimum 3 8 inch diameter 9 5 mm head, complyingwith ASTM F 1667, of a length to P penetrate through the roofing materials and not less than % inch 19.1 mm into the roof sheathing. Where the roof sheathing is Area to be exhausted: Bathrooms/ toilet rooms= Mechanical exhaust capacity of 50 cfm intermittent or 20 cfm continuous. PENNY HB HOSE BIB PSI POUNDS PER SQ. IN. WO OR W/O WALKOUT 4. All general notes unless otherwise noted on plans or product specifications. W9 z p g g ( ) 9 9 DBL. DOUBLE PSF POUNDS PER SQ.FT. WINDOW 5. Alla applicable state & local codes, ordinances and regulations if an less than % inch (19.1 mm) thick, the fasteners shall penetrate through the sheathing. DIA. DIAMETER I.D. INSIDE DIAMETER WNDW pp' g y. < INGR. IN GROUND P.T. PRESSURE TREATED 6. In areas where the drawin s do not address methodology, w R 905.2.8.3 Sidewall flashing. Base flashing against a vertical sidewall shall be continuous or step flashing and shall be not less than 4 G2415.7.1 (404.7.1) Piping through bored holes or notches. Where piping is installed through holes or notches in framing members and the DIR. DIRECTION 9 gy, the contractor shall be bound to perform ;strict compliance with ❑ a inches (102 mm) in height and 4 inches (102 mm) in width and shall direct water away from the vertical sidewall onto the roof piping is located less than 1 % inches (38 mm) from the framing member face to which wall, ceiling or floor membranes will be ON DOWN INSUL. INSULATION QUAD. QUADRUPLE manufacturers specificatioirs and / or recommendations. U or into the utter. Where siding is provided on the vertical sidewall onto the roof or into the gutter. Where siding is provided on attached, the pipe shall be protected by shield plates that cover the width of the pipe and the framing member and that extend DR. DOOR INT. INTERIOR REQ'D REQUIRED 7. General contractors and subcontractors to review these construction documents upon receipt from architect and report any and all W 0 9 I.S. INSIDE CORNER REF. REFER TO REFERENCE discrepancies including an dimensional conflicts -1 o' the vertical side wall, the vertical leg of the flashing shall be continuous under the siding. Where anchored masonry veneer is not less than 4 inches (51 mm) to each side of the framing member. Where the framing member that the piping passes DW DISH WASHER RMS. ROOMS P 9 Y , immediately to architect for corrective measures prior to construction. L_ C9 provided on the vertical sidewall, the base flashing shall be provided in accordance with this section and counterflashing shall be through is a bottom plate, bottom track, top plate or top track, the shield plates shall cover the framing member and extend not DWG. DRAWING JT. JOINT REINF. REINFORCING,REINFORCED 8. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED:AND NEVER SCALED UNLESS OTHERWISE NOTED. I- } provided in accordance with Section R703.7.2.2. less than 4 inches (51 mm) above the bottom framing member and not less than 4 inches (51 mm) below the top framing KSI KIPS PER SQUARE INCH 9. The general notes and typical details apply throughout the job unless otherwise noted or shown. z m R 905.2.8.5 Drip edge. A drip edge shall be provided at eaves and rake edges of shingle roofs. Adjacent segments of drip edge shall be member. 10. DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the contractor, a discrepancy exists, : w overlapped not less than 2 inches (51 mm). Drip edges shall extend not less than 14 inch (6.4 mm) below the roof sheathing G2415.7.3 (404.7.3) Shield plates. Shield plates shall be of steel material having a thickness of not less than 0.0575 inch (1.463 mm) (No. the contractor shall promptly report it to the architect for proper adjustment before proceeding with the work. Z < << < and extend up back onto the roof deck not less than 2 inches (51 mm). Drip edges shall be mechanically fastened to the roof 16 gage) 11. OMISSIONS: In the even certain feature of the construction are not fully shown on the drawings, their construction shall be of the (D o o cUn deck at no more than 12 inches (305 mm) o.c. with fasteners as specified in Section R905.2.5. Underlayment shall be installed G2426.7.1 (502.7.1) Door swing. Appliances and equipment vent terminals shall be located such that doors cannot swing within 12 inches GRAPHIC SYMB0LS same character as for similar conditions that are shown or noted elsewhere on the construction document set. over the drip edge along eaves and under the drip edge along rake edges. (305 mm) horizontally of the vent terminal. Door stops or closures shall not be installed to obtain this clearance. 12. All work is to be performed in a professional manner and in accordance with best practice and consistent with manufacturer's and w �j R,�C G2427.8 A mechanical draft ventingsystem, excludingdirect vent appliances, shall terminate not less than 4 feet below, 4 feet horizontal) supplier's recommended installation procedures. �Ci STRUCTURAL CALC. REFERENCE ? BERT 'Qc� R 1001.1 Masonry fireplaces & chimneys to be constructed in accordance with Section 81001 and the applicable provisions of Chapters 3 from or 1 foot above andoor, operable window low or gravity pair inlet into any building. The bottom of the vent terminal shall be Y ® 13. The architect has not been retained to perform framing inspections and / or field inspection. The architect is therefore not responsible U C, y and 4 of this code. located not less than 12 inches above finished ground level. XX DETAIL REFERENCE for any and all conflicts including weatherazation, water proofing and framing with respect to the constrluction documents. * v ,� ti R 1003.9 Termination. Chimneys shall extend not less than 2 feet higher than any portion of a building within 10 feet, but shall not be less The vent terminal of a direct vent appliance with an input of 10,000 BTU per hour or less shall be located not less than 6 inches XX c.� PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER "REGULATIONS' 8 TTI: than 3 feet above the highest point where the chimney passes through the roof. from any air opening into the building. Such an appliance with an input over 10,000 BTU per hour but not over 50,000 BTU per FLOOR FINISH CHANGE NYCRR 69.5, ENTITLED "SEALS AN ARCHITECT WHO SEALS "PLANS, SPECIFICATIONS AND REPORTS" MUST PLACE A STAMPED WARNING ON THE " , r � m C�: hour shall b, `nstalled with a 9 inch vent termination clearance. SEALED DOCUMENT INDICATING THAT: IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNIDER THE DIRECTION OF A LICENSED y � �- Y ~ Section 81004 Factory-Built Fireplaces The vent tern+r�al of o direct vent appliance with an input of over 50,000 BTU per hour shall be located not less than 12 inches O DOOR / HARDWARE TYPE ARCHITECT, TO ALTER AND ITEM IN ANY WAY. az -11 R 1004.1 Factory built fireplaces shall be listed and labeled and shall be installed in accordance with the conditions of the listing. Factory from any air opening into the building. \\ +j. :1 built fireplaces shall be tested in accordance with UL 127. XX _ _ _ XX BUILDING SECTION ) 810 R 10004.5 Gasketed fireplace doors. A Basketed fireplace door shall not be installed on a factory built fireplace except where the fireplace Section G2439 (614) Clothes Dryer Exhaust XX XX PARTITION TYPE ❑ , /✓� r^� Y 0« system has been specifically tested, listed and labeled for such use in accordance with UL 127. G2439.1 (614.1) Installation. Clothes dryers shall be exhausted in accordance with the manufacturer's instructions. Dryer exhaust systems ` R 1006.1 Facto built or mason fireplaces shall be equipped with an exterior air supply to ensure proper fuel combustion unless the room "' "'"' ""' ' Factory masonry PPP Y P P shall be independent of all other systems and shall convey the moisture and any products of combustion to the outside of the is mechanically ventilated and controlled so that the indoor pressure is neutral or positive. See sections R1006.1.1- R1006.5. building. 11 J NUMBER G2439.4 (614.5) Dryer exhaust duct power ventilators. Domestic dryer exhaust duct power ventilators shall be listed and labeled to UL 705 2 0 1 Energy Efficiency for use in dryer exhaust duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the 6 0 3 N1101.10.1.1 LLI - - 1 Q(R303.1.1.1P Blown or sprayed roof/ ceiling insulation. The thickess of blown in or sprayed roof / ceiling insulation (fiberglass or manufacturer's instructions. UNITS .L cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 1712) throughout U) SHEET NUMBER the attics ace. The markers shall be affixed -to the trusses or joists and marked with the minimum initial installed thickness with Section P2607 Waterproofing of Openings numbers not less than 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foamp2607.1 Pipes penetrating roofs. Where a pipe penetrates a roof, a flashing of lead, copper, galvanized steel or an approved elastomeric o- -1" 2 thickness and installed R-value shall be listed on certification provided by the insulation installer. material shall be installed in manner that prevents water entry into the building. Counterflashing into the opening of pipe serving as a vent terminal shall not reduce the required internal cross-sectional area of the vent pipe to less than the internal 4 1 Z cross-sectional area of one pipe size smaller. (V, /` CO COW I I I I COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WHEN NOT ALI6NED WITH RAFTER, 666-W X 74„MM. CONNECT KIN6 STUDS TO TOP PLATE ��X OF AO TO R FAIR ROOF FRAMING WRAP I-I/4"X22 6A 6ALV.GDI L STRAP LZL ATTACH TO EMIN PAR OVER TOP OF TOP PLATE AND NAIL 2x4 OR 2xb E OF A541 TO RAFTS P, ROOF _ 2x AC-0 LEDGER W/2-3/8"x5" LA6 DBL TOP PLATE CRIPPLE STUDS Z o BOLTS® IE,"Or, INTO 5TUD5 Ib OG. U Qj SEE PLAN SEE PLAN SIMPSON STRONG-TIE 2X BLOCKING 0 A35 ® EVERY RR AT 2 END BAYS 2X4 STUD WALL OR o STRCN6 STRONrG - - CEILING JOIST OR HV 5 AGKS -TE H15 TE Iib SIMPSON STRONG-TIE TRU55 BOTTOM CHORD SIMP50N H2 CONNECTOR fl EA. l F- o SIMP50N STROWrTIE H2 8D NAILS RDEE STRAPS 5WV L!E ATfAOt®TO EAOH PARD OPPO°CINS RATTERS. ALTERNATE TO RIDGE STRAP, H3® EVERY RR RAFTER TO STUD AND KIN65 U ■ > r p� 7YP, 8d NAILS TYP. �fION:RDEf 51RAP5 ARE NHOf RFQURID YVFBJ OGLLAR TIES GF PROVIDE 2X4 GOLL°,R TIE AT (H�6iEN1 ALIGNED) CN UPPER THIRD OF THE ATTIC SPACE V5E IN COMBINATION ONLY WHEN STUDS AND N�INrI.pi OR 1X4 LILNC�ARF I.OGAT®N Tit IPPQt mlRn cr Tri: N AND s- H - v, FOR USE WHEN STUDS G 22 STRAP AT �,. W/4-IOd AT EACH RAFTEW `RAETER5 AL16H `RAFTL�R5 DO NOT ALIEN ATfIG 5PA(E AND ATTALt®TO TIER PAR GF RAFTERS W/4-lod NNLS EACH STUD,SEE U '0 a)• Z - LSU26 FOR 2x6 DETAIL 4 O L5U28 FOR 2xe,,2x10,OR 2x12 �� C M R X '0 M U O (CO MV FRAMED OPENING = I Co FDR WINDOW OR ❑ U c`> RID GE STRAP DETAIL / -RI06E STRAP DETAIL co SIMPSON STRON6-TIE 2x4 OR 2xb EXTERIOR vooR (�)(FOR CATH.GL6S WITHOUT COLLAR TIES) / (WITH OR WITHOUT COLLAR TIES) x A ® EVERY cJ STUDS 0 ib O.G. NO SPECIAL UPLIFT aZ 2x AGO LEDGER YJ/3/8`x5"!AE, CONNEGTOR5 REQ`D ect N.TS. LOCATE AT // N.T5. LOCATE AT EVERY RAFTER BOLT a I6"Or, INTO STUDS STRAPPING TO BE I-I/4'X 22 6A. IN THI5 AREA 5APSON STRONG ShPSM STR" TE LT5 TE Hd / 6ALV.,SEE DETAIL 4/DL ALL STRAPPING -- - -- ---- -- _- GABLE END WALL TO BEAR A MIN.of 10'ON FRAMING. __ SMx..ON STRONG tD NALS TYP.3' IOD MAY tE Ik'� F ADPL® / I -7, ---T-i TE lib OR HIPS M V 51"THM I5 / PORGH I`OOF /� r WNAILSM. DETAIL AT ATTIC I i U5E IN E"INATION ONLY WHEN 571105 AND / STRAIN I N15 DE:TA I L Z -RAFTS 5 AL16NSTUDS AND ` AFn 5 DO NOT ALIGN / I N.TS. OD:i:T� STRAPPING TO RUN ONTO RIM JOIST,SEF O DETAIL q/DI(ONE STORY)OR ONTO STUD U \ AT WALL BELOW(TWO STORY) ROOD RAFTER TER HURR IGANE TIcoE 5 • • I NTS. LOCATED AT EVERY ROOF RAFTER \ • • ATTIG G � o • ST-RAPPING DETAIL 1=OR FRAME GONNEGTI'ON5 ' S1:P5Gi�I P05T UIP u�, I2 0 a F iZ!, -4 AT M LL- �-n D, fdrs. p m M5fU15P1� 2ND FLOOR / L 61W OR- (1)1x 4-16d FACE NAILS FROM z PROVIDE 3 X34 X3 WASHER PLATE AT ALL ANCHOR BOLT5 KING STUD INTO HEADER ❑ / MS MW 4x 5ECURED BY WOOD SILL PLATES. COLUMN POST TOP ANGHOR �E-carr 51MP50N PAB OR 5B ANCHOR BOLTS MAY BE USED IN LIEU OF [_ ] � STRAP START'NNS THREADED ROD W/WA5HER PLATE. ^ BD LBJbT1H / NTS. LOCATE AT EYLRY GOWMW 6tRD1=R GOI GTION H/Z U'fi�hf PROVIDE 3'X6'XA36'6ALV.5TEP1 PLATE W/ �•MN �( / END Lf 5T1D 6 8D NAILS AT CORNERS AND INT13L5EGTINS (4)NN5 MN IN - / '` WALLS. 3'X12"X.036'6ALV.5T1$PLATE IN I \ 12-80 NAILS AT AT R"JOINTS IN SM16M 51MP50N L5TAI2 51W W/ p'LBJ6m(TYPa c1EAR \ I -r WALLS WHERE 7+02E 51W--LE PLATE OR HEADER STUDS 5-IOD NAILS EACH END AT FF�� JAGE ONJE AT SPANS UP TO 6 FEET EACH JACK STUD ~� NAILS TWO FOR SPANS 6 TO 12 FEET 1 7/a 2 5/8"4o A301 ROD THREADED b"BOTH ENDS. THREE 24 MINIMUM LAP SPLICE �SPANS 12 TO Ih FEET 2Xb JACK STUDS N.ONJ: DIS Ut OF 7/S END LBrbm FLOOR NAILS AT ALL SPLICES FIRAM MN DV IST L BOTTOMFRP-DBdf 3/4'AND I'ROD AT 51MP50N STEEL 5TRON6 WALL,5EE PLAN5 12-IbD MIN.NAILS ONE AT SPANS<6' �•� TWO AT SPANS FROM b'TO 12' W � w THRID AT SPANS>12' UNLESS NOTED OTHERWISE ON PLAN SIMPSON ABU44 OR A %b,SEE PLAN 2'X3/8"X3"WASHER PL W/NUT EACH SIDE 0 (4)NNS MN N I r rt LImm w.) CS-22 COIL STRAP I UPPER STORY SHEAR WALL TO GIRDER ALTERNATE ANGHOR BOLT DETAIL @ EXTERIOR WALL ❑ O OOR TIES I BELOW GONNEGTION 4 FLOOR T L I ) FOR SET BACK WALLS HDU HOLD-DOWNS AND 5TRONG WALL DOUBLE TOP WALL PLATE SPLICE DETAIL LOCATED AT EVERY STUD \ ►n m Worm ANCHOR BOLT w 11 HEADER GONNEGT I ON \ D U ND AT I®� MINIMUM B�h81T OR EXPANSION (� 14 I 1 CJ N Ort- \ BOLT W!5'MINIMIM EMBEDMENT N.TS. N T5 N.T.S. r , COL SR PS SM Stonft PROVOS Sd UNION(O.N x 15"LONG)NALS i \\ v cm STRAPS m annim Flwm lod cava(ail x r LONG)NNS. \\ GOLUMN POST BOTTOM ANGHOR ALLOWABLE HOLES - U) LOCATE AT EV1 2Y GOLJIMW 6tRDm C.OI GTTON To 119�JkX 8D NAIL ND 6"0/6 AT ALL PANEL ED6E5 IGD NAIL®24"0/G LVL Headers and Beams U \ I'MIX bd IIALS TME N4ID 160 NAIL 0 24'O/G " Z As ITS;WF4M HIP RAFTER, 05B OR PLYWOOD LU 51MP50N HGP HIP 5EE PIAN SHEATHING Microllame LVL I NDN'RNRFR INTERIOR 1.3E TimberStrande and (�NH5 MN IN CORNER TIE LSL hole zone Parallame PSL 2 x diiameter of the y depth U NOTE.WHERE 24'WIDE MINIMUM FULL HE161tT WALL RETI1RN115 PROVIDED AT�OF I 11"LBNSm(TY'h hole zo largest ole(minimum) 0 BRACED WALL-LINE THE 8001 HOLD"MAY BE LLIMINATBD. PROVIDE Two(ONE AT EACH I 4, R•LBrbm l►�q `:�J 8D NAIL 0 6'0/G INTERIOR 5100 G5-22 STIR PER DETAIL 4 IN LIEU OF I SIM P5ON BP W&IER L5TA36 STRAPS SFIOVN IN THE DETAIL NAIL 5HPATHIN6 TO ° ° AT ALL PANEL E46E5 - I SILL PLATE HvTOjbdI SI AGT SILL PLATE. DOUBLE d NAILS 0 4' SILL AT FU1.8ASEMBIT5 ° EXTERIQR 0�1' GYPSUM BOARD 5/8 DIA.STEEL ANCCHOR - - - - - `" Microllam® LVL and B INIMUMBOLTS MAX 2'-8'OL. r tx b RAT VAIs! 8D NAIL o 12"0/G AT ALLEXTEND BOLTS MIN.T INTO G5-22 COIL STRAP ow 6TRM To Wn MEMBERS NOT AT PANEL ED6L-5 Parallame PSL PDN.MTMT16H11�NUT 4 MA. allowed hole zone 3'x 3'WAS M TO EACH BOLT. (2)1 x i A6q 6 PrWN LTP4 PLATE NAL.®TO middle Y span PROVIDE TERMITE SHIED SILL 51wtN forSTRAP t 15/32"05B ORd 1.3E TimberStrand® LSL allowed Mole zone d>M GONf1NlA015 5LL ELATE INSIDE CORNER OUTSIDE CORNER 15TA36 W/10-IGa NAILS SEN.AND MAINTAIN 8'MINI lG AT EAGti ItAFfHt wren INTO STUD ABOVE AND LOCATED 2'TO 6' 1"HD TO FINISHED 6RADE RM MD 5LL RATE A li"0 _414K NrMtWSL 13g0W(2 EACH GORN� FROM TOP OF WALL WL AS PM T 5P WP4M PLYWOOD SHEATHING ~ � o � NOTE: PLAN VIEW PLAN VIEW Iii Ci 7 Tan=2g8o� General Notes a N N � N SEE FOUNDATION PLAN COIL STRAPS UNDER SHEATHING PROI/IDE:8d COMMON(0.131 x 25"LONG)NAILS.GOIL �/� I/ b I,�I J� I L 'j'O 0 N ri oo cv STRAPS OVER%EATHNG PROVIDE:Lod COMMON(0.131 x 3'LONG)NAILS. EXTERIOR I� J/�lJ` L I �/TGt7 /�L� /�L7 HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniformly loaded EXTERIOR ERIOR GORNER DEPTH HOLE SIZE headers and beams only. LA4Y-011ER OR FALSE �IALLEY PLATE HIP GONNEGT I ON 4Y8" i" • Round holes only ,--,2nd 5TORY GORNE�R GONNEGTOR5 TY �IGAL ANGHOR BOLT a STUD TO RIM J015T TO SILL PLATE 5T7FAPPINIS DETAIL WALL FRAMING 5Y2" • No holes in cantilevers. N.T5. LOCATED AT E\/EIRY CORNER N.T.S. LAGATION AS NOTB� N.T.S. LOCATE AT EVERY STUD N.T.S. IS N.TS. @rN.T5. 74'to 20" 2" • No holes in headers or beams in plank orientation. See illustration for Allowed Hole Zone DO NOT cut,notch or drill holes in headers except as indicated In illustrations and tables. uj A MINIMUM OF TWO BRACED WALL LINES(5HQ ARE REQUIRED IN EACH DIREGTION OF A BUILDING. BHLS SHALL NOT BE SPACED D(TENPW STRAP AND WALL SFEATNN6 fl WENPEP AND WALL StFA LN6 O O O O O O MORE THAN b0 FT APART. WAU5 WITHIN A BK_SHALL NOT BE OFFSET BY MORE THAN 4 FEET FROM A BWL. BHL LOCATIONS ARE NOTE. TO TGP Gt=PONT WN1 F Lech-��I I NOTE. TO TOP OF PONY WN1 F U5®-�_ U) Fn U5 � � co INDICATED ON FLOOR PLANS w w w w w w SfvP-aON VITIZ t►U.DONM AT(f i�f'DRAG{ 2 FT MAX PONY WALL MAY BE I 1 2 FT MAX PONY WALL MAY 8E WAIL l3D PAN95(TYmE A�. O A5 REQ A BRACED WALL PANEL(BHP)SHALL BE61N WITHIN 10 FEET OF EACH END OF A BWL. THE DISTANCE BETWEEN ADJACENT PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER Ir W Ir of 0r Ir ®II W IS DV WALL DETALS G AMD A EDGES OF BHP'S SHALL NOT BE GREATER THAN 20 FEET. THERE 5HALL 13E A MINIMUM OF TWO BWP ON EACH BWL EXCEPT AT WALLS< Ib FEET LONE,MAY HAVE ONE 48'OR LONGER BHP. 5HNPS ARE TYPICALLY CS-H5P SHEATHED BRACED WALL PANELS 40 8-IGD NAILS AT DTTIZ (TYPE A)OR GYPSUM BOARD 6B(TYPE B). PROVIDE TYPE E,OR F PANELS AS NOTED ON PLAN WHERE BWP TYPES A 3 142"HOE LVL HF�ADER(SEE PLAN) o ® AND B DO NOT QUALIFY DUE TO MINIMUM LE-tN6TH RE-QUIREMIEENIT5 OR ADDITIONAL CONTRIBLMN6 L.EN6TH OF BWP 15 REQUIRED. CONT1N10115 TO OlUT51DE OF PANEL N BW TYPES ARE INDICATED ON FLOOR PLANS. m l 3/8"4'THREADED,ROD Z Z V J ® CS-W5P CONTINUOUSLY 5HEATHF7 BRACED WALL PANELS(TYPE A)SHALL MEET N"�lH NOTE:WHERE 24'WIDE MINIMUM FULL HEIGHT THE MINIMUM LENGTH REQUIREMENTS OF TABLE RbO2.105. NAIL X'MINIMUM WALL GONTIMUOUS I►V4 MIN DEEP HEADER TO CONTINUOUS IlY4 MIN DEEP HEADER TO ■ OUTSIDE KING STUD(SEE PLAN) OUTSIDE KING STUD(SEE PLANUA PAN!.ERfE ~� WIALL RETURN S PROVIDED AT E05 OF SHEATHING WITH 8d NAILS®b O/G(1=D6E5)AND 12'0/G(FIELD)AND PROVIDE 2X j F- G5+612 BRACED WAIL LINE THE 8008 BLOGKIN6 AT ALL UNSUPPORTED PANEL ED6E5. PROVIDE 800 POUND HOEDOWN FASTEN�•SHEATHING ro HEADER HU , � FASTEN�•SFFATHM6 ro HIFJIDER W/ �j WALL MIN P Z HOEDOWN MAY BE ELIMINATED. PER DETAIL Iq OR 20 AT ENDS OF BRACED WALL LINES THAT DO NOT HAVE a 6D NAIL5 a 3'O/G IN EACH DIRECTION 8D NAILS a 3'0/G IN EACH DIREGTiON ANEL W EITHER A 24'MINIMUM FULL HEIGHT WALL RETURN OR A 48'MINIMUM GWP. W 51MP��ON L5TA24 STRAP ON 80 H SIDES AND SIMPSON L5TA24 STRAP ON UN5fEATH� HEIGHT(FT) WIDTH 1' TRIM TOP of FAME .A5 REQb � 0 TABLE RbO2.105 MINIMUM L.EN6TH REQUIREMENTS OF 65-WR EAC44 OF HEADER TO JACK STUD W/16-100 NAILS FACE W/16 IOD NAILS q 52■ / LL 61/4'SD>5 SCRB S 0 W m CANTINUOUSI Y SHEATHED BRACED WALL PANELS FASTEN TOP PLATE TO HEADER W/2 F FASTEN TOP PLATE TO HEADER W 2 H . PORTAL STRAPS In"FROM I ED6E ON i � ROH5 OF 16d NAILS 0 3'O/C Z ROWS OF 16d NAILS 0 3'O/G z 10 34o BOTH SIDES(4 STRAPS PER PAMEu W Q w �-L AJAGENT CLEAR MINIMUM LJ=h16TN OF p S O S II 38 > Y HE16HT LFT) OPN6 HE16HT BRACED WALL PANEL 12 42' W wLij E1R�ON GNW GOl11'LER N)1 <64' 24' O (?)JACK 5MY MIN OR PER F LAN (2I JACK STUDS MIN.OR PER PLAN Q = Q 8 64'TO 80' 32' O BLOGKIM6 AT PANEL ED6E5 O BLOGKIM6 AT PANEL ED6E5 BLOGKIN6 AT PANES E06E5 514"SH5B ■ •a • PA1NLL YERIFY5PAF8 S PLUMB Z U 8U< O 2'I' GYPSUM BOARD'6B"BRACED WALL PANELS(TYPE$)SHALL BE ~ PANEL SHAM HAVE A L516TH'L'OF NOT ~ PANEL SHALL WOVE A LEN6TH V OF NOT 0' LE55 THAN IE,'FOR 8 FT KALI,18•FOR 4 LSC LE55 THAN 16'FOR ONE STORY AND 24"FOR U) �� w 3/8'4'ANCHOR BOLT OR q b4'TO 80' 30' 46'MINIMUM IN LENGTH ON BOTH SIDES OF HALL PER TABLE O vV FIRST FLOOR OF THO STORY APPLICATION. -- NOTE,DETAIL APPLIESAro 0 ADHESIVE ANCHKOR 80'TO qb' 41' R602.105. 5EGURE&E,YP5UM BOARD WITH 6d COOLER NAILS, O FT WALL,AND 20'FORA to FT WALL 5� O SEE PLAN FOR ACTUAL LENGTH! BOTH ENDS OF HE�4DTO LL1 Z " 11 Dgl5 X IYe GYPSUM BD NAILS,OR Aq8 X Isla"ANNULAR RIN6ED J PLAN FOR�� ' ^ ' ■ 3 IF WIDTH TO fglfiHHT DIME1510N5 ARE < IF WIDTH TO HEIGHT DIhESI0N5 ARE .� F""'1 ¢ < NAILS a l'0/G(EDGES)AND l"O/G(FIELD). E;LOGKIN6 15 NOT EXC®78)THEN DETAIL'F'TO BE U5®. EXGffDED THEN DETAIL r TO BE USE D r V j 10 64'TO 80' 30• No'rE - ❑ LU REQUIRED AT UNSUPPORTED PANEL EDOE5 WHEN PANELS ARE N v 80'TO qb' 38 - IF GONTIN)0115 HEADER 15 USED OVER INSTALLED HORIZONTALLY. PROVIDE J015T OR TRU55 OR FULLBM *Partlal credit for panels 36"to 48"wide per 8602.105.2 HE16HT BLOCKIN6 DIREGTLY ABOVE AND BELOW TYPE B WALL5. ONE JACK AND KING STUDS ONE JACK AND KING STUDSI NOT RFQb DOLE WALL °L" EQUAL TO w c=D TYPIGAL HOLDOWN DETAIL AT CONTINUOUSLY SHEATHED WOOD TWOKIN65TUDr 11�� or > t2" GYPSUM BOARD "GB" -TYPE B AW 51LL COoM�MO NAI S 0 5 0 / � NO 55U w COMMON NAILS @ so° FRAMED FLOOR A STUCTURAL PANEL "CS-WSP" -TYPE A p p o FA 1111116"SHEATHIN6TO STUD Z 00 NOT TO SCALE PER FIGURE R602.10.5 D NOT TO SCALE PER FIGURE R602.10.5 AND SILL W/8d NAILS a 4'o/G Iii I PORTAL DETAIL`G'ONLY APPLIES SIM�P50N H 015 HOLD"W/14-1/4'505 5IW50N HDU2 HOLDOVt�I W 6-1/4' Z Q � Q N.T.S. TO 2 FT TO I8 FT WIDE OPENIN65. TABLE 602.10 3(1)BRACING REQUIREMENTS BASED ON 140MPH TABLE 602.10.3(2)WIND ADJUSTMENT TO ` M DOABLE tab STUD 505 SGR4 H IF NO FLOOR ABOVE (D o cUn Hbll4 HOLDOF4FW/ R ABOVE PAM!TO 51T DIRECTLY ON TOP OF - ................. \ �. ..... WIND SPEED,FJCPOSURE B,30 FT MEAN,ROOF HE16HT,10 FOOT REQUIRED LENGTH OF WALL BRAGIN6. 2-I/2'm ANCHOR BOLT OR EXPANSION 5CCR8l'i IF FLOOR ABOVE ' BOLT YtlTH 2'X2'X3(y'PL WA5FE2 CONCRETE FOUNDATION WALL ShP"KM HbLtl9Nlr AT 66-W�CRAG® WALL HE16HT5,AND 2 BRACED WALL LINES I/2"i7 ANCHOR OR EXPANSION BOLT LLI WNL-BSD PAN95(TYPE Aj IVU AS BASED ADJUSTMENT 5UPPORTIN15 STORY CONDITION ADJUSTMENT FACTOR OVER 2-V2'm ANCHOR OR F�ANSION BOLT YOB E 40 AT DRACC®WAIL DETALS G AND D. CONT t 4 BAR GOVT IN TOP OF CONCRETE CONCRETE *4 BAR CONT IN TOP OF CONCRETE >N3 TIE U STORY BWL SPACING METHOD 6B ® 5HFATHIN6 EXP05URE CATE60RY ONE STORY G 1.2 FOUNDATION FOUNDATION FOUNDATION EXPOSURE CATEGORY ONE STORY D IS •4 BAR CONT IN TOP AND BOTTOM Q ® TOP 10 25 55 A �• e- ® MOD MALS AT DTTR , ' , PA85-I8 ANCHOR BOLT OR%'THREADED OF CONCRETE FOIRDATION SW.7ON 507!8X24 OR PART-IB AMVGHOR � � • � � < EXPOSURE GATC-GORY TWO STORY G 1.3 ROD W/WsSFIBt PLATE,5�DETAIL 15/01 EXPOSURE CATEGORY TWO STORY D lb EXTEND WALL 5HFATHINI6 OVER RIM JOIST PAB5-18 ANCHOR BOLT OR •THREAD® BOLT OR 3'e"T1iREADEtJ�ROD, TOP 20 5.0 10.0 SNE DETAIL 15/01 OVER ROD W/WASHER PLATE,SHE DETAIL 15/01 ® TOP 301 7.0' 14.5' ROOF EAVE TO RID6E ROOF ONLY 15 FT 1.3 PANL�E76E FRAMED WALL PORTAL DETAIL TYPE D ONLY APPLIES TO 6 FT TO 0 FT WIDE OPENIN65. cn y s✓ ROOF EAVE TO RIDGE ROOF ONLY 20 FT IAO FLOOR PAS HAS CONTRIBUTING LENGTH OF 48"TOWARDS RbO2.10-%)MINIMUM LEN6TH WALL TO BE USED ON FIRST FLOOR APPLICATION ONLY.PANES_HAS TOP 401 q.0' 185' ROOF EAVE TO RI06E ROOF+I FLOOR 15 FT 1.15 REGUIREMENTS FOR BRACED WALL PANGS AT BRACED WALL LIMES. WALL TO BE CONTR]EXMN6 LEN67H OF 48'TOWARDS R602.IO2%)MINIMUM LENGTH `'��`�S�A'� ZE:AND A BN6R �TO ❑ /V W Y(� ROOF EAVE TO RIDGE ROOF+I FLOOR 20 FT 1.3 �ON FWT FLOOR APPLICATION ONLY. REQ11REhENTS FOR BRACED WALL PANELS AT BRACED WALL-LINTS. TO DETERMINE PANG 512E AND ANCHOR BOLTS FOR TOP 50' 11.01 23.0' ROOF HAVE TO RID6E ROOF+2 FLOOR 15 FT 1.1 ACTUAL HORIZONTAL DEs116N WIND LOAD AND caDmaN ...................................... ROOF EAVE TO RIDGE ROOF+2 FLOOR 20 Fr NP TOP b0' 13.0' 27'5' WALL HEIGHT ANY STORY 8 FT O.q CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL llABW'l SIMPSON STRONG WALL JOB BER 3/8'A ANCHOR BOLT OR BOTTOM OF 2 10' 5.01 105' WALL HE16HT ANY STORY q FT OA5 II N I IA6"41, vEANGHIOR WALL HEIGHT ANY STORY II Fr 1.05 FRA��ES-PF DETAIL - TYPE C D PFH DETAIL - TYPED E DETAIL - TYPE E D�T�'sLCAL�PERE F2O OOBOTTOM OF 2 20' q.0' Iq.O' WALL-HEI6HtT ANY STORY 12 FT 1.1NOT TPER FIGURE 8602.10.6.3 NOT TO SCALE PER FIGURE 8602.10.6.2 Tia.:aq NOT TO SCALE PER FIGURE 8602.10.6.1 NENGINEERED METHOD LIJ 013ER OF BWL PER PLAN DIRECTION AT STORY 3 1.3 BOTTOM OF 2 301 13.0' 27.51 NUMBER OF BML PER PLAN DIRECTION AT STORY 4 1.45 Q SHEET NUMBER NUMBER OF BW_PER PLAN DIRECTION AT STORY 5 OR MORE 1b BOTT°M�2 � 110 ��° (21 BRACED WALL PANEL DETAILS HOLDONN DETAIL AT SLAB BOTTOM OF 2 50' 21.0' 44.0' APPLIES TO METHOD C5-H5PM I NIDE FADE OF BH6' 1.4 Z 20 NTS. BOTTOM OF 2 b0' 25.0' 525' GYP IE FASTENING ANY STORY 4"O/G 0.1 co APPLIES TO METHOD 65 ONLY D-1 NOT TO SCALE ` co W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED I— Z c , W IV o U U (.ONf.2"x4 M45KM6 TYP.E)(fIRIOR WALL 0 V U RID&E5 TO AL16N 2"x4 GUfR1 om®I6"OG.- 2 Z FRA49 5M4 2 4 0 m RIDGE VBdf RIDGES TO AL16N t 2 U .rte.. N ` ■ V >_ r RIDGE VENT L t TYPICAL R00FIN6: 141611 CEILINS `�T (2)2 xb"DL0 w A 5HLN6LE5 BEYOND . . N � URAL ND 2 2 N p o 154 FELT UNDERLAYMENT �.-. . ... ._ », :•„ -;,:� _ � II��L�bbxbx8 ARCHITECTZ — In'PLYWNOOD SHEATHINGHAJWIPLANK 6'AZEK TRIM HORIZONTAL 10 1r2 b AZI TRIM b b O >✓ n�c M Q _ SIDING I"xb"FASCIA U W c>s co -: .«....L - r ' DENTIL BLOCK OVTLB6xb < _ to N 12 b•AZEK TRIM BY fYPON' 1/2 FLYWOM 51fAM* ° U M o0 12 DBJTIL BLOCK 4DTLB6xbx8 12 — -.,•. C'A TRM � BY'FYPON'OR Ei>>fAAL 1 -� 12 - • _ 12< �- - b'AZEK TRIM .».: ,..-..�. .--,..-. :6.,- m_. -,... u' �.+.12 -712 OH. -L12 r is IN 8'AZEK RAKE BD W/ ___.__ W m - _. n b'AZA TRIM �BIDROOM 42 -- __- ' , 7(+/-)12 6'FN6H BLIND .. IN 3'AZEK TRIM M - 12 W "-�--"--.'-?-.,;. b•AZA ROOF BREAK (RAS W/ TRIM A) RA5FNN6 ty b'BLIND FLASHING L L-16•H16H BUM 12 ABLE END DETAIL I flA5HNN6 IN3* (TYPE 4 F'�•- °' I2 METAL EYEBROW AI 5TANDIN6 5FJ1M _ r.., ILA 4 ROOFING o 8.12 PITCH N.T.S. r FETAL ROOF cl) _� .� -• -• 4 O N 111 11 itr.=Il 11Ix8 FA5GIA BEDROOM 42 PL HTIf I 111 11 -� ..M..+....a. -,, ...., u:FLASFl1lIG. I BD. DEN PL HT Alk + () „FLOOR LOAI.-0. C S mdt! I�� I O• I— i - OH. I,�`, i - W OR 1 I I 8'AZEK O 1O = I I -E I I U - - JL -- _77 I N. 8•Azo I ! I II IR 11 if �-' � _ JL- _ I_-._ I•� -J..-. >i' -i i I ; € � I I � _'I ' i I � ! i � iLLO LL Q ® OYER 61RDER ( I Q I � € i 4 = I - O m 4 iI Ix AZEK TRIM Z _.JI I I IEl I i I FIRST I FIRST FIRSTFIRST IK w FLOOR LIPlE fL00R LINE FLOOR (rt-- 10'5QUARE HBE6 DERMA CAST bxb P.T.POST WITH SIMPSON 1 BCW-3/6 P05T GAP ANCHOR t I I I LI bxb P.T.POST WITH SIMPSON COLUMN 446382 W/SQUARE ,�gypP ANCHOR C Si�l1ARE 552 DERMA CAST I I # FLAT GAP t BASE(OR Et211AL) I �MPsaN ABM POST BASE I I I I BGs1MP5oN AB"POST BASE E I �-'T��•446382 W/5QUARE I I A4 I TO BE (TYP-ALL GOLLMS) FLAT GAPE BASE To EQUAL) PIRDVIDED Wim/5P�LIT KI I I I I I tYYP ALL GOLIJMNS) I - SPLIT KITS I I I O I I I I I I I I I w w LNEIN.BSMT ILDOR I I - - - - -- - - - - - - - - - - - - - - _�- - - - - - - - - - -I- - - - - - - - - - - � � - - - - - - - - - __ - - - - - - - - = = 1I- - - - =1- - �- - - - - - - � - -� - - - - - - - - - - - - — UHEIHL FEOGR m ° w O FRONT ELEVATION FRONT ELEVATION > 3/l6" - I-0 5 b' = I-0 UNIT 82 UNIT 81 MODEL A— 1 (HOLLY) MODEL A (LAUREL) z v w U O Q R 1PSE5 TO AL16N RIDGE VENT TO AL16N ; .. � APPLY ICE t WATER SHIELD IN FAIR WEATHER WHEN THE AIR,ROOF DECK AHDHARDIPLANK . .HORIZONTAL 51DIN66 � MEMBRANE ARE AT TEMPERATLIRES OF 40•F ;AZtKTRIM 12 x•12 3135 -- (5'0 OR RISHE. E ` GRIGKET 6EYOFD 1 - �.s..lk 8•AZm RAKE BD WA _ h�-.a... .. SIR-.-�.�: 12 t 135 _ -..:«.» x:-.:x _.-. _ _.... INSTALL ICE i WATER SHIED IN 3'AZA TRIM(TYP1 _ - DENTIL BLOCK#DTLBbxbxB�- 10 ,.: . _. T: - _ P�MANIFAGTIA2625 "-r-BY'FYPON'OR EtiIAL -- - m... ....� m. a..-s =... SPECIFICATIONS,TO MAINTA _. Q N N � N OD ... PRODUCT WARRANTY __ -- ' � - _..__ BEDROOM 43 PL HT LL 12 _ _ , s, s- +a 410 +---` i .. 12 � 12k 18'VINYL �-=— _ AI.I I'-0' ..::. a .:.._.:. 2 -+--:LOINEREP VENT `-a•r'':�t-m'--'--=r-d..:.... �....k-..-.1-: - - TYPIGAL ROOFING: (+/-)12 12 OH. 111 11111 111 11111 111 _OH. ARLFLITC-GIURAL �� 12 1 12 � �„•,-„ INSTALL LGE t WATER SHIELD --X12-'-::-�: `—�- .- .cy.`—.,-�.,,,-. PIER MANUFACTURERS 1_ — -- rI2 SPECIFICATIONS TO MAINTAIN i _ SWIN6LE5 154 FELT .�" 5 --- WARRANTY T b'HIGH BLIND_, ,, 4 1x8 FASCIA BD. b'BLIND_. Z Z Z Z Z Z I V21 PLYWOOD 5FEATHIN6 - A6 FLA5HRN6 fl ASHIN6 - r 0 0 0 0 0 0 IlL APPLY IGF 4 WATER SHIELD IN FAIR ATB PERATIIRFS °F w w w w w b: pn r -FASCIAS' .N OF 40 � � � � WEATHER WIIIN THE WC)OR HiSHIR 0f DINING PL HT 9A •ffi- .SE BRKF5T PL HT — — . uni 8'AZEK OHl• I� i� -� M.., qi. N FRIEZE BD. I — —_ — FXiFRJOR WALL - — -W�RDIPLANK SHINGLE El LI_ JA6.Tyv0R HEATL � I I I I II I I "h;, � � I � v f � 7/Ib'o50 SFEJITHIN6 2x6 WOOD STUDS o 16'OL, b R-2113ATTS z I I II- w 6ARA6E WALL 4 vr JU Ix4 AZEK TRIM HALL BEYOD =jl c BEYOm IIIH Ililill 1111111 1111111 1111111 11 1 1 11 1111111 1111111 1111111 111 i 3 i � IFFIRST ; I FIN15T FLOOR a U iL ;;FLOOR LI FLOOR l ? r r ELEV= 0,-0" w H I r== I I I Z , 10 SQARE HB46 DERMA CASTP.T.POST WITH SIMPSON FJOHIA Ix4 AZEK b POST GAP ANCHOR t HARDIPLAK%*r_,tE 51016 COM446382 W5QARE SIMP50N AB.Gb P05T BASE w (n I -TYVM OR:EQUAL I I I I I I I I I III ( I I I I III I III I I FLAT GAP E BA5E(ort EGUAL) I I (YP t _ALL ) I W � o oHEHIN i i i iii 11 1 11 1 CORNER COL"TO BE -� � Ab'Of,. II ( III I I PR[MDED W/5PLIT KIT I I Icn -6•R-21 14rr5 I I I I I I I IWINDOW � I I I a I I I I L""_D0V' =_J 1 ______ ( e I 2015 IRC-62427 18(503.6)� VENTING 5Y51'EM'TERMINATION ° w a LOCATION: cn �I INPUT OF 10=BTU PER HOUR CM OR LESS 5HAL.L BE _j THE VENT TERMINAL Of A DIRECT VENT APPLIANCE WITH AN L i c=> BULDIN6,AND 51"AJJ APPLIANCE WITH AN IPFIJT ovBL IOMo C7 m i t I I I I I I I I I I I LOCATED AT LEAST b MOM ANY AIR OPENING INTO A L I _ I�11 E I- - -- - - -I - - - _ LNFK LOORSPtT LL _ - - - -- - - -- = - - - - - - - _ - - - - - - L- - - — — — — BTU PER HOUR BUT NOT OVER 5opOO M PER HOUR SHALL BE z — — — — — — — — — — INSTALLED WITH A q INCH VENT TERMINATIM CLEARANCE,AND � � J — — AN APPLIANCE WITH AN Wff oV62 50p00 BTU PER HOUR Z Q Q Q SHALL HAVE AT LEAST A 12 INCH VERT TERMINATION iY U CIFANCRAE.THE BOTTOM OF THE VENT TERMINAL AND THE AIR 0 ELEVATION I ON -RE� ELEVATION INTAKE SHALL LOCATED AT LEAST 12'ABOVE 6RAI7E w �G�CO. .. .. .. 4'9 .... ..... ROBERT 'QD 5/161 II-ON3116 I-0 2015 IRC-R312.2.11 UA C' y IN Dw311N6 WITS,WINE2E THE TOP OF THE SILL OF AN I— : OPERABLE WINDOW OPENING 15 LOCATED LESS THAN 24' Q + a m ABOVE THE FINISHED FLOOR AND 6REATBR THAN 12'ABOVE 2 < n: UNIT 81 UNIT 8 2 EX FINISHED GRADE OR S,OTHERTHE PE AB B1WIND ON THE W EXTERIOR of THE BUIt1JINs,THE OPERABLE WINDOW SINAL COMPLY WITH OPE OF THE FOUDW IN6: 0 •OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAmETM sm 810 TO PASS THROU6H THE OPBNIN6 IN ITS LARGEST OPENED ,. MODEL A (LAUREL) MODEL A— 1 (HOLLY) • P�,ENT> � oNDEYTHATCOMPL.YNTHA5TMF20g0 ° 'SEW Yn� (HE WINDOW OPBNIN6,CONTROL DEVICE AFTER OPERATION TO RELEASE THE CONTROL DEVICE ALIAHIN5 THE WINDOW TO FUIY OPEN,SHALL NOT F UCE THE NET CLEAR OPENING J NUMBER AREA OF THE WINDOW UNIT TO LESS THAN 5.1 SWARE FET. w 2016023 DUET CLUSTER = SHEET NUMBER UNITS 81 & 82 101- z ELEVATIONS (D co A Iw 0 COPYRIGHT GRCH ARCHITECTIURE P.C. 2017: ALL RIGHTS RESERVED R106E VENT U) I— "FIRE RETARDANT Z PLYWOOD SHEATHING w E 2"x8"R106E BEAM U 1212 0 C v 7121- 12Z—2"Xb"RR O N ® Ib"OG. �- 0 v t u) RV6E5 TO AL16N RID6E5 TO AL16N ■ " ■ o`- 4 (2)2 XIO 0 PT GIRDER F— :n N } C`7 RM VENT RIo6E VENT 5EUIRED TO Cn -� • Z (� s -,o WALL® 0 L o-cn 4" M 12 _a.��._ c 12 `- _ E05 U Q W - M q HARDIPLANK HORIZONTAL SIDING 55 12 C3 6U17ER5 t LEADERS HORIZONTAL SIDING q 55 ❑ M 00 ALL 6UTTER5 t LEADERS SKI BE BAKED __ _____ - --- __._.__.__... m HMAI_UMINIM.032•MIN.6AIM 6U� SHALL BE 5'SEAMLE55,0.6.5TYLE NV ALL 3 85 -' _ 12-__.__ = --+-�-* I :;�.. D READ TEtREQUIRED ACCESSORIES. LEADERS �_ ��- �, A. RIDGE VENT RIDGE VENT SHALL R 258'.02'1'GAUGE WY CLIPS t �10- �. �- �- ANGNOR5. CAULK t SEN.All.10114115. PITCH -� 61JITTER5 MIN.I/DYFT.PROVIDE P.Y.G. R106E VENT RECEPTOR5&'ABOVE GRADE TO REGENE --� LENDERS(61-05ED GAP DE516N). 12 - 1-0 � O.H. I 61-011 O.H. �—A.r,k�_..L_ r r 7r cL�sTT ® Ib" G.W/VENTED z 12 I � € � I WALL BEYor� 12 2"Xb" IT BEAMS BEDROOM#3 - 1 a BEYOND WALL BEYOND :—�� .-, .._: _ ' . e.: T -0.. .. _.. �,.. . .: ;,.... IT BIRD — .. vir/Cp + U @ OVER t 10. PORCH L�ONN7 : ROOF 0 COVERED Ixb FASCIA BD. J Z BRKF5T R_HT -= BEDROOM o2 PL HT I ,-+ l� I �, , ®r o,�'.--: �� _ — .._ ... _ .... .. M5 TR � O OH. OH it if 11MIIIIIII GARAGE PLHT OH OH. FIVII EBD. I I --=I 1 1 – ,I,..., IVH• 1OH.• )L' MA5TERDaWDOFI �,x 4 WALL BEYOND 4 I III I I I sss�A6E 4 i i 4 ❑ COL"o COVER® i t I I I 4 COLUMN o COVER® 11 111 BEYOIND FRONT PORCH BEYOND € 1 1 PORCH BEY w PORCH BEYOND it I If Ill I I I it r II I I1. i II u i ! L^ ri! FIN. IST FLOOR FIRST FLOOR LINE1Y4111il� I I FIRST FLOOR LIFE f�LST I T LI1� i ELEy_0'-01 I I Ix4 AZEK TRIM I I I I I _ — — — �I I 1x4 AZEK TRIM I „�,0�ED I I I I I I I w FRONT PORCH BEYOND I I I I I I I FDI 4"P.CON,.SLAB w L 1 I HOUR RATED EXTERIOR BEARING WALL I I I I I I � I I eA55EMBLY- 5EE DETAIL: I I I m — — — — — — — — I I I 1 ❑ O r - L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I _ - - - I I IIFLBTFL�R 1IKBTFL�R I - - - -- - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - -� - - 1 - I BREEZEWAY SECTION - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -�- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - E - - -I — NTS. Al . l � LEFT 510E ELEVATION c/) U RIGHT 510 ELEVATION TION Bfi�� Z W Y 510 ) � [� 3 6 = I-03A = I-0' Q UNIT 82 UNIT 82 c/) U w MODEL A— 1 (HOLLY)- MODEL A— 1 (HOLLY) U O Q 12'LIPPER&ABLE TI BU1LD-0UT 12' D-O GABLE BUIlD-0UT RIDGES TO ALIGN RID6E5 TO AL16N BLOCK BLOCK 4 RIDGE VENT RIDGE VENT RIDGE VENT N RIDGE VENT RID6E VENT w:rwi: — vow_ RIWL YLI�1 waxx::xAm:n:l co i..., -:vw..pw:.«.o-rcwa.:e.ww'a_.i:aaw-..::w•.a::.:._..vvv..... .Ivwl .aJre^P^^�R^:�:xewxexx W. ', w wev,.ecaaerawa:nv'b.wumw,,...�.awmew. w� ,w A, ..w.�. .. _ - � C] N M 00 O r �. �:.. .•:�..�,.. .:,w�.w,ww...S�w..wa.�..:.. +..:p:.L..:,-e r.g..L:..:,r....,.T.�= M, x.l--.-sr-.•a -.-.-�- r...:'- i.-...� , _ RID6EVBNT �--� ,.�a� - � -�.�' - �,,,:,c.:>:•..,:� GABLE3-.- -�-+ - ,-+::: a. y. ,..- .. .a .€ ,y�- a�-, 12 12`x''` .. 1 : 1 L=xrk-;;-a1�,- .w.. 6UTTER5 t LEADERS 6ABlF- .; :w :,» OH. -0" 1 �' - 7 ALL 6VTTER5 t LEADERS 511AI.L BE BAKED OR � -�: =.: ...' -:,. w.=w� .::- �� '� - ABL ABLE Y WHITE ALUMR M x032"MIN.6ALM 6UTfER5 'w„ "" " .' w 6 E 6 I OH. SHALL BE 5 5FAME55,0;6.5TYL E W/ALL y RELATED t REQUIRED ACCE%ORIE5. LEADERS >:. . . _a. .,.: m _A. -- +. - SHALL BE MN.250',D21'6A16E W/CLIPS t — .. ANCHORS. CA"t SEAL ALL JOINTS. PITCH • " ' " L OH. '"�""""`"`` E 6'HIGH6H BLINU �-y=�• 6UTTER5 MIR VB'/FT.PROVIDE P.V.G. o GOV132� ROOF o GONERL� REGEPTOR5 8'ABOVE 6RADE TO RECEIVE �"';" " "#2 PORl.H BEYOND PORCH BEYOND Z Z Z Z Z Z € I R ..... .... w:. -ter._. ...:: LEADED CLOSED GAP DE51 - �_ _ - - - - - - ( 61411. 'rv«�..n..w,. :._:>,a.,,, .,nw,w.+www,.r::.«,.m.T. ' ,I :.i_ryc._ L. I Ix8 FASCIA BD. - - - - fn cn O O � O O Q W W W W W W COV.PORCH COV.PORCH A� AfN 6 PL HT BEYOND PL HT PL HT �". 'i a r�'�[��`. L. or of of m � x — 6ARAQE HT 1 Ill If D D M N A.tww+a- �• EllOH. kn �� ] �.I. a I 1 `I 1ijit] IIII O J m1i -- J11111 11 lilt] 11 fill OH. f I I v 1 I 8'AZB L. - li` 117 - LL TTTj WNL 0 GARAGE t... ;.,:.. 11 11 fIT-TT-TT-1 z i ! G011111N o COVERED Iit I I if P V J E I I I PORCH BEYOND I I v w .w:..s11 1 if 1111 1 If Ill Jillill I I I I d U fIfJ 111 I( l I I i i I C7 I i i t I I If If I I Ill 11 1 1 Ill 11 11 Ill 11 yl Ill 11 1 1 Ill if I f Ill _ m 3' ,..' I I i..i. AllFIRST LINE ::v.::.<..,....._. . r_*. ^=::_s FIRST LIFE FI FLOOR LINE 0 FIRST FLOOR INE w ~� U Iii _ = Q U O I I I Ix4 AZEK TRIM I I I I I L—) - - - I z 1 I W I I I I I I f l HOUR TED EXTERIOR 14.1 w o i I I I I I I I I o z 4 eBEARIN WALL W �, A%EMB Y-5EE DETAIL: I � a W I I I I I 2015 IRC-62421b(503.8) ❑ w Q i I E�TONAL OFTEM FAA DIRECTON AMTS PITH AN J � � UNFI BS-w FLOOR WRIT of 10,000 UM PEIZ HIM c3 W OR LESS slw_I_BE = _ _ _ - - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - _ � _ _ _ � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - = = = == _ _ _ _ _ _ _ _ __ _ _ _ _ — — UNFlN.5947 LOCATED AT LEAST b'FROM ANY AIR OPBNM6 INTO A } BUILDING,AND UIC.H AN AMWIGE WITH AN INPUT OVER 10,000 BTU PER HOUR BUT NOT OVER 50,000 BTU PER HOUR SHALL BE Z m INSTALLED WITH A q INGHI VENT TERMINATION CLEARANCE,AND AN APPLIANCE KITH AN HPVr OVER 50,000 BTU PER HOUR QQ SHAM HAVE AT LEAST A 12 INCH VENT TERMINATION Q U CLEARANCE-THE BOTTOM OF THE VENT TERMINAL AM THE AR INTAKE SHALL BE LOCATED AT LEAST 12'ABOVE 6RADE (n w �G �.�...... RIGHT 510E ELEVATION LEFT 510E ELEVATION (BREEZEIAY 510E) °�ERr 3b" = I-0 5Ab = I-0INN01D�1PNG I1NITs22r�THE TOP OF 11E SILL OF AN 1- OPERABLE WINDOW OPBNIN6 15 LOCATED LE%THAN 24' Q far, �H (T ABOVE THE HNI5FED FLOOR AND GREATER THAN T2•ABOVE co e < UNIT 81 THE F IOP O7 GRADE OR OTHER SURFACE WIND ON THE W � � 177 UNIT 81 EXTERIOR OF THE BI111DIN6,THE WINDOW SHALL \ / COMPLY WITH ONE OF THE FOLLONtlN6m U nt � •OPE NIN%THAT WILL NOT ALLOW A 4 MGH DIAFETER 5PH EI;E TO PA%THROUGH THE OPBNIN6 M ITS LARGEST OPENED 8 0 MODEL A (LAUREL) MODEL A (LAUREL) THAT COMPLY N,HAGFo ❑ SEW Y°�� ME WINDOW OPE NINE CONTROL DEVICE AFTER OPERATION To a RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW To .... ........................................ FULLY OPEN,SHA._NOT REDINCE THE NET CLEAR OPEN% J N MBE R AREA OF THE WINDONI IANIT TO LE%THAN 5.1 SWARE FIST. w 016023 DUET CLUSTER = SHEET NUMBER UNITS 81 & 82 U) ELEVATIO NS. (D w • 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED U) H Z W E o U ai 54--2- 0 � U N z .�. U 52'-2' 2'-0- O U) L 30 (T) I A B ALI A-b A-b N DIRECT VENT HEi4TIN6 EMP. r: �1 Z APPLIANCE(J FARANCE APPLIANCE, I2'$" 151 q'-6- 14'-6` N- (/1 SHALL BE INSTAUM WITH THE GIfARANGtS FROM Iltd'ROIELIED Z L W u) � M COMBU5TIELE M TERIAL5 A5 54LO `2" 0 c INDICATED ON 77E APPLIANCE LABEL P_2• A 1'-0" G 5'2' 4'-4"M.O. 5'2' U Lu ❑ U M AND IN THE MANJFALTURERS AI-6 Alii LINE OF REAR GFIEEK = ti N INSTALLATION IN.5TRUCTION5. b WALL a UNIT 82 LINE OF REAR GIIffKOD ZI 2'-0' S2-2' WAIL0 UNIT 82 14'-10' 14'-8' 13'2' IL PL. TYPICAL PORCH 51.& • b _ - - = =J - - - a ( 5'-2' 4'-4'MA. 5'-4' TYPICAL PORCH SLAB o y 4' SLAB MIN 3500 P51 GONG) FDI } E6RE55 2 `r •4'PL.SLAB MN.3500 PSI CM) 6 t RBIFORCSJ WTH 6x6,10/10 HWM. •TAM'4 FILL TO 45%D06" I z,.=. FDI 12. 1'-0' FEWORGED WTH 6x6,10/10 WWM FDI V-O* p2. Q 4 I TTMV t FILL TO-ro%DBRSI TY �o 10•.._ lo'- ' 1'O• 15'-10' m 8' a> FD �. O__. = o NO - - - - 2x12 FLOOR J015 4'WIDE JOIST 0 VOL.d - `o 2X10 P.T. 8 Q SEAT.TA.SEAT 2 Z L— I Y :o y v ELEV=(-)I'-�1' FDI Q 4 WIDE JDIS� m 10' 13'-0' lo' u 13'-6' u, 8' 'v T-0' 8' Tb'"' 6' 8" 12'-0' O SEAT.TA.5FJ1T 2�SEAT HD o 2x12 FLOOR JOI5T5 4 � _._. . , --: 0 16'OL. f FDI ':i, WINDOW - - - - - �. __ ... �_ � .. lt� . IID FDI PROVIDE FFT95 4'WIDE J0I5T SEAT.— INTAKE PER GODS N:CH P - - - - s - - - - I ` .J I 4 TA.SEAT ELEV=(-)I'-I}' Z Gw� FDI I - (2)2X10 P.T. - b _ ALL EXP05B2 HOT WATER 4 4 I I I I FDI - - J I-0'" v PIPING!DUCTS T BE 4 f� 0 2x12 OFLOOR JOISTS 11 E I EYP.BEAM POCKET WRAP ENDS of HD - �- T'-0" e• T'-0° 1 IN51LATED A5 PER LOCAL 4 p I E R7I I n I �- -- -, 4'WIDE JOI5T SEAT. a pIRELT VI3RT IFAnN6 EflUIP. II GORE I._ __ I GDR W/ALUMIMJM AT POCKET OR n o T.O.SEAT ELEV=()14}' 2 x 1 SEAT APPLIANCE rIFARA¢YJ APPLIANCEll t FDI - i PROVIDE 1/2'AIR SPACE ALL 51DE5 I ( f( n - ° - �MOM IINPROTELnE O to 10T 8" rc'I I 1 m 4' f- I a'6" I 13'-0• 'o' i'.; I I ( I I _ = �' - _ i Gor>Btx�nBLE MATERIALS A5 Ln 2x12 ( ITS r1 i II L ,- _-�T_ _) ( I J I I I I , I - I �I -4 Q 4 ' i�TIE�MTHE AN1FirJRls i I\J o m R JN I I I \ / I ° , I I I ° I TYP.BEAM POCKET WRAP - - I6'OL. l z 1 /� 2x12 FLOOR JOISTS I ( 2 FLOOR JOISTS I 2x12 FIAOR J01575 10' \ INSTALLATION 115TRUGnoNs. v v , _ q'6" ENDS of WR W/ALIt3MU11M IES'-e' il'4" lo' ❑ e 16,OL. ..-) I o 16 OL. L• I 0 Vol OL. _ - J r , AT POCKET OR PROVIDE 1/2' 12'P.C.FOUNDATION 4 Ji n ' I u I II I �\ ( ' n I Q = T I AIR SPACE ALL SIDES t- 't NTH DAMPROOFINS ON PROVIDE FRESH AIR • �' T , I�1 L J J i I I I10" I -_ -� 24k 12'PL.FOOTING n INTAKE TO MEGH EQUIP WH (I w to -_ =j L �4=I 15-a L _ / \ I q_5 131-11 I PER CODE E n I 2x12 FLOOR JOISTS \� ( I 2x12 OFLOOR J015TS 3}'DIA STEEL GOLI1hN r - - -1� 4'WIDE JOIST 12 FLOOR JDI T5 16,OL. ALL TER 4-WIDE JOIST ON 3O'x 30k 12'DP PG I I __SEAT.T.O.SEAT 0 Ib'O I I I I 0 12'OL. 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R�AILATION 6'-I' o -� - (`F /� 2xl' ILMI J01515 aJ ELEV=(-)I'I�' - - — - - •ALL BMW HOT WATER PIPNS � ---, � I TIAL Hf OR ANV/OR HFATNO MT5 To BE _ •OL• I �_ r , (21) LVL GDR._ r , __..-616. _ — WH LS DRM'®E!/At ET X12 u�mi - ! •ALL TION EIa=D�Har WATER PIPING l I RgA AI®AS PER NLY5.CODE N J I L r4 -3� Mp/OR HJ�nN6 DLIGTS TO BE r - _ _ -- _ _ 1 HD 2'-0' 10- q'-0` I I 10'4 o RL°U11TED A5 PER N YS CODE_ - - - __L !� J 2 FJ _ �2x12 JOISTS 4• QT.oYI ELEV.= L)'PL.FOUNDATION WALL yIin - 5'-q'2x12 FOOR JOI Ts 2(12 FLOOR ST5 f _ 0'-0• WITH DAMPROOFIN6 ON 2x12 FLOOR JDI 17 116'OL. - - 4 11 e-. �•--� o IES°OL Ibk 8'DP PL.F00 MES I i I o IES'O I 4, _ i uP 12R 8, = v 0 IES'OL. I / i C {s _ x 5 L L PLATE55 r I I 1 - 13'-6• s'-2' 2'-0' 8' I ° 45 CORNER W/ 4'-0' I N o %6'51-15 o IES � I � FDI CO LE65 0 MIDPOI OF I `l -1 - ...__ __.. _-- _ . __ .__. _ _. 'T' L J 4 WIDE J015T ; 'T' - V P.G.FOUNDATION WALL - L.EYP. 2X12 FJ Z v FOLRIDATION 411-6' � ) SEAT.T.O.SEA r I T FROM TOP t MOM. 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I'-1" LINE OF FRONT&ARA6E WALL a UNIT 81 3 3 FDI FDI 0 0 0 0 0 0 2'-2" 8'-0"MD, I'-10' &-0'M.O. 2'2` 2'2• 4'-6' 8" 4'-i' 2'-2• > > > > W W W W W W W 19 <Y D_ IY ENERG( 14'-10' IT'2' �-2• 22'-2' 5'-0' 14'-0' 13'-0' o 1.ENERGY CODE STANDARD:PRESCRIPTIVE PATH AND ALL SECTIONS OF ENERGY CODE AS 0 EY APPLY TO ENERGY CODE ARE BEING n 2.ALL CON P WITH THE 2015 INTERNATIONAL ENERGY 54'-2' D'-0'BREEZEWAY CONSER'VATIDN CONSTRUCTION CODE THE AUMORTTY HAVING JURISDICTION SHALL BE PERMITTED TO D 70UNE AN ENERGY EFFICIENCY PROGRAM TO EXCEED THE ENERGY EFFICIENCY REQUIRED BY THIS CODE. 3.A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND POSTED ON A Do'-4'OVERALL WALL IN THE SPACE WHERE THE FURNACE IS LOCATED. CERTIFICATE SHALL COMPLY WITH NC N1101.14. 4.ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHERSTRIPPED AND INSULATED TO LEVEL I A B W EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. /+ 5.INSTALLATION-THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE SHALL BE AI b AI$ INSTALLED N ACCORDANCE WITH THE CRIIERA LISTED IN TABLE 402.4.1.1 WHERE REQUIRED BY CODE OFFICIAL,AN APPROVED THIRD PARTY SHALL INSPECT ALL O 0] Lu COMPONENTS AND VERIFY COMPLIANCE > O 6.TESTING-BUILDING OR DWMING UNIT SHALL BE TESTED AND VERIFIED HAVING LESS w TIM OR EQUAL TO 3 ACH50 IN CNA,5,6k TESTING SHALL BE CONDUCTED BY AN UNIT 8 2 UNIT 8 1 APPROVED THIRD PARTY. W w ❑ 7.DUCTS-SUPPLY AND RETURN DUCTS IN ATTICS SHALL L BE INSULATED TO A MINIMUM Z r1 DI R-8 AT 3'OR GREATER IN DIAMETER AND R-6 AT DUCTS NESS THAN 3'IN MODEL A- 1 (HOLLY) MODEL A (LAUREL) DAMEIER. W II 6A DUCTS SEALING-DUCTS,NR HANDLERS AND FILTER BODS SHALL BE SEALED. ❑ d 8.DUCTS TESTING-DUCTS SHWl BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY 9.BU� THIRDSHALL�BE�D AS DUCTS OR S. FOUNDATION PLAN FOUNDATION PLAN ❑ IOAIECHANICAL SYSTEM PIPING INSULATION CARRYNG FLUIDS>105F DEGREES OR <55F DEGREES SHALL BE INSULATED 3/16"=1'-0" 3/16"=1'-0" w `� WITH R-3 MINIMUM. ~ } 11.MECHANICAL VENTILATION SHALL MEET THE REQUIREMENTS OF THE NC/IMC z 12.EQUIPMENT SIZING-PER ACCA MANUAL S,BASED ON LOAD CALCULATED PER AMA S W J MANUAL.J AS PROVIDED BY A THIRD PARA'HERS RATER Z T U 13116 M-A MINIMUM OF 75%OF PERMANENTLY NSULLED FIXTURES MUST HAVE � v7 MGH-EFMIENCY QUIPS. 14.NL HVAC,PLUMBING AND EIECTRICAL SYSTW SHALL MEET THE NC CHAPTER 11 0 - ENERGY EFFICIENCY,INTERNATIONAL MECHANICAL CODE,AND INTERNATIONAL ENERGY W �� I CONSERVATION ODDS R SHALL BE THE RESPONSIBILITY OF 711E GENERAL CONTRACTOR TO SUBMIT N DETAIL THE DESIGN,CALCULATIONS,DRAWINGS WRITTEN STATEMENTS OF THE MECHANICAL,AIR CONDITIONING,VENDU110N,HEATING SYSTEMS(NEW,DasnNG OR UPGRADED)STAMPED BY A PROFESSIONAL ENGINEER F REQUIRED BY THE OWNER OR Q /` y (n i nyr . ] BUILDING DEPART". W tri TIT 15.ADDITIONS,ALTERATIONS OR RENOVATIONS:SHALL COMPLY WITH FCC 2015. `� `' UNALTERED PORTIONS OF THE WONG BUILDING IS NOT REQUIRED TO COMPLY WITH41 U J tl 3 THIS CODE U) O 16.MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE HEATING AND COOLING sYSEot N ACCORDANCE wrDH sEcnoN N11D3 ❑ W Y�� CONTROL SYSTEMS 17ALL WEROR WALL/FLOOR/CEILING JOISTS SHALL BE AIR SEALED AND MUTED IN ACCORDANCE WITH TABLE R4024.1.1. APPLY A FRESH BEAD OF CAU LX TO 7HE TOP JOB N BER AND BOTTOM PLATE IMMEDIATELY PRIOR 70 NSTAWNG INTERIOR GYPSUM WALL BOARD. W 216023 AB DENOTES: H�Ar PER K* 'r To BE PROY10M BY Tea RATER. 6ENlERAL CONTRACTORS AND SUBGONTRAGTOR5 TO REVIEW � HD= HOLD DOM MULTIPLE LVL GIRDER GONNEGTION5: T�GONSTRZT10N DoaHENT5 UPON RECEIPT FROM DUET CLUSTER = SHEET NUMBER $'DIA ANIGFIOR BOLT 115®AS HOLD DOWN NOTE-HVAC cnNrR•LroR SHA I• ARGHITEGT/AND REPORT ANY AND ALL D15GREPANGIES 0- SEE DETAIL'D/2I'SHEET D-I •COFFLY W MMt1AL'V FOR ALL MULTIPLE LVL G IRDER5,LAG BOLT �T HD DENOTE5: •►�TSHINsaADaee5WTHHEAT IG°aLMEa"ENTNZESHALLNOT DZEWLMrATaH1,' TOGETHER W/ I/2" BOLTS® 2'-0" O.G. 2" MIN INGLUDIN6 AINY DIMENSIONAL GONFLIGTS,IMNIEDIATEiY TO UNIT 8 l <X 8 2 FOUNDATION •MANUAL 5'MD MAN1AL V GOMR AWE C RTFICATE SHALL BE S M7W EEFOFE G/O 15511®. AB=ANCHOR BOLT5 0 ARGHITEGT FOR CORRECTIVE MEA511RE5 PRIOR TO PLAN 51NIP50N HOU HOLD DOWNS W/04)J'505 SCREHS 6ARA6E 51H=jON FROM TOP BOTTOM, MIN. 4" FROM ENDS GONSTRUGTI(ON.DO NOT SCALE DRAWIN65.DIMEN51ON5 SNIAIJ SEE DETAIL'1911 SHEET DI MAWAL',r LAVAL LOAD GA X&ATOIS PROVIEW BY H615 RATER. 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BEARING WALL I ASSEMBLY- SEE DETAIL: � . , �._...m.............._.�.., a m UNIT 82 UNIT 81 � ' '�� '° ° 1\26 � � ` j o HORIZONTAL SECTION o 0 = F- MODEL A- l (HOLLY) MODEL A (LAUREL)- Z o q FIRST FLOOR PLAN 1.HOOD SILOS-NOM 2 BY 4 IN.SPACED Ib N OG MTN TWO 2 BY 4 IN.TOP AND ONE 213Y 4 N.BORTOM PLATE5.5TUDS W FIRST FLOOR PLAN LATERALLY-BRACED BY NOW STRUGTU&PALS S-EATHIN6(ITEM 5).NII3N MNEbV-AND FIBER L30ARD5•OTT34 5A)ARE CONSIDERED AS BRACING FOR THE STUDS,THE LOAD 15 RESTRICTED To%%OF ALLOWABLE AXIAL(LOAD.WADS E FMTIVI3Y FIRE 3/16"=1'-0" LIVING AREA= 1,670 SQ. FT. 3/16"=1'-0" LIVING AREA= 1,62q 50. FT. 2�;TBakv@-ANY GLA551Fl®/8 IN.THICK,4 FT NDE,APPLIED VERIIGALLY AND NAILED 70 STUDS AND BEARING PLATE51 IK OG NTH bD 09�tNT-GOAT®NAI!,1-1/8 IN.LONG NTH V4 IN.DIAM HEAD. 6ARA6E AREA= 486 50. FT. GARAGE AREA= 442 50. FT. 5-JOINTS AND W&W-M)S-Mor SHOMW-IAALLBOARD JOINTS COMW NTH TAPE AND JOINT GlOMPOIIIV.NAIL HFAOS cove;w ^J = GOVERED PORCH AREA= 256 50. FT. 60VERED PORCH AREA= 281 50. FT. 4 BknS BtaLNa ril-MINERR&FIBER OR 61X.55 FIBER INSULATION,33/8 IN.THICK,PRE5w;r=FIT TO FILL WALL GAATIE5 � BETWEEN SILOS AND PLATES.M NEIZA.FIS IWALA11ON TO BE IWAG®AND TO HAVE A MN DE51-TY OF 3 PGF.6LA55 FIBER f- :NSULATION TO BE FACED NTH ALUMIKH FOIL OR KRAFT PAPER AND TO HAVE A MN DENSITY OF 0.W PGF(MIN R-13 THERMAL, (D ^ m N5ULATION RAIIN6). z z di S.HOD S1RIIGA#tA�l.PAI M SEATHIN6-MIN 1/16 IN.TPNGK,4 FT NDE W00D 51RUG1URPd.PANES,MIN GRADE'G-D'OR'SFFATHIN6'. Q Q Q INSTALLED NTN LONG DIM NSAON OF%M(S1RBN6TH AXIS)OR FACE 6RAIN OF PLYWOOD PARALLEL NTH OR PERPENDMAR TO Z Q < < STUDS.VERTICAL JOINTS GENTHW ON SILOS.HORIZONTAL JOINT5 BACKED NTN NOM 2 BY 4 IN.WOOD M XKIN6.ATTACHED TO STUDS ON EXTERIOR SIDE OF WALT.NTH 6D CEMENT COATED BOX NAILS SPACED b N or,AT PERIMETER OF PANGS AND 12 NOG (/) Jq A DW INTERIOR SILOS. 6 EXIE'RIOR FAC4M-IN5TA M N AGC.ORDANKGE NTH THE MAH IFAGTURERS INSTALLATION IN5TF=TION5.ONE OF 111E FOLLOWING 15MRIOR FACW7 5 To BE APPLIED OVER THE SHEATIIIN6, �U G.WOOD ST144 URAL PANEL OR LAP 51DIN6-APA RATED SIDING,EXTERIOR PLYWOOD,058 OR GCJMP0511E PAhH 5 NTH V@KIR U ` c, 5 IRC- NOIIPE LING UNITS,SHV;E THE TOP OF THE SILL OF AN OPERABLE NNDOW OPENN615 � i .a /G 0 FAGE5 AND STRUCTURAL.WOOD GORE,FER P5 I OR APA STANDARD PRP-108,INGUAIN6 TFXTIIRED,'ROUGH SANK,MEDIUM DEWY Y BRUSH®,6ROOVEID APV LAP 51DIN6. Q r 7� rlW-4WLLXATEV RA THAN 24'R SUR THE FINISHED N TI of NO OR OF 3R THAN DIN ABOVE TIE NOTE: WOOD SPEGIFIED IN[ORATED DE516N5 ARE MINIMUM 51ZE5. LAR6ER DIMEN51ONAL W -�I 2 HNISHED GRADE OR OTIC SURFACE BELOW ON 71NE EXTERIOR OF THE BUILDING,THE o OPERABLE NHDOW 5HAL.L GOMRY NTH ONE OF THE FOULJNNfn STUDS GAN BE 5UB5TITUTED. _ �� of a�1IT's riAsToPBK�v ILL NOT ALLOW�sirINCH 1 DIAMETER sPII�E TO PA551NRa161I TIE NOTE: UL #356 IS IN COMPLIANCE WITH F1RE�RE515T1VE'}2AT1N65-/�N51NL 63 AS P1J2IR302 U) 2 ? 0.,�, MULTIPLE LVL 61RDER GONNEGTION5: NOTE•y': •FALL PRFMMON pend TMT COnY NTH A67M F 2090 FOR ALL MULTIPLE LVL GIRDERS,LAC BOLT •ALL DRY135 TO BE VENT® (nE NNDOW OPENING GONTiR01 DEVICE,�FTET2 OPERATION TO REFA5E 1}E CONTROL ❑ /V E W �(O ONE HOUR RATED EXTERIOR ........... TOGETHER W/ 1/2" BOLT5® 2'-0" O.G.,2" MIN, .TALL YOVISIPE A O PER CODE RNs AREA OAF 1 Nw1NDow uwTRroYLESS TPN N515Cd1AREj�-TTHE NEr CLEAR WALL RESISTIVE ASSEMBLY JOB MBER FROM TOP $ BOTTOM, 4 MIN.4 FROM EN95 PROVIDED hKITH ARAN PAPS NTS. A- 3 w 16023 6ENERAL CONTRACTORS AND 5UBC.ONTRACTORS TO 2015 IEGG SECTION R 403 3: 2015 IRC-624278 RMINA1 NOTE: VENTING SYSTEM TERMINATION LOCATION: EF =EXHAUST FAN' REVIEW THESE CONSTRUCTION DOCUMENTS UPON RECEIPT -5UPPLY AND RETURN DUCT5 IN ATT1G5 SHALL 13E INSULATED TO A MIN.R-8 2015 IE66 SECTION R 402.4.1.2: DUET CLUSTER NOTE "5: THE VENT TERMINAL OF A DIRECT VENT APPLIANCE NTH AN INPUT SHEET NUMBER PROVIDE SPRAY NOTE: HG= HOLD DOWN 50 CFM INTERMITTENT OR FROM ARCHIT EOT AND REPORT ANY AND ALL AND DUCTS OUTSIDE THE THERMAL ENVELOP SHOULD BE MIN.R-6. AN APPROVED HERS RATER T(0 OF Io,000 BTU PER HOUR(3KW1 OR LE55 SHALL 13E LOGATED AT LEAST = FOAM INSULATION IN STAIR MANUFAGTURER TO DE516N 5TAIR5 TO ® 20 CFM comnm 5 -5EALIN615 MANDATORY FOR DUGT5,AIR HANDLERS,AND FILTER BOXE5. PERFORM AIR INFILTRATION,MT 6'FROM ANY AIR OPENING Ni0 A BUILDING,AND SUCH AN APPLIANGE NTH ALL WINDOW5 5HALL BE DISGREPANGIE5 INGLUDIN6 ANY DIMENSIONAL C.ONFLICT5, UNITS 81 & 8 2 GARAGE CEILING® ANDER5EN 200 5ERIE5 MEET�- APPLICABLE CODES AND TO IMMEDIATELY TO ARGHITECT FOR CORRECTIVE 101\75,SEAMS,AND GONNEGTIONS SHALL COMPLY WITH SECTION M-1601.4 LEAKAbE AM COMBUSTION S�AFEIY AN I �A00 BW PER PIaIR BUT NOT OVER 50X00 BTu PER d LOCATION OF REPORT AM"""--`'ANGLES AND GOt�LIGTS G02 OF THE 2015 IRC. TE5TM AND PROVIDE A WRITiTEN ►ISR� ICE NT A NTN INPUT 9 NGH�TL3TU PER HO CLEARANCE, FIRST FLOOR PLAN z TO THE ARCHITECT PRIOR TO STAIR FABRICATION. O ® CARBON MONOXIDE MEASURES PRIOR TO GONSTRL 13ION.DO NOT SCALE _DUCTS 5HALL BE ME551M TESTED TO DETERMINE AIR LEAKA6E BY REPORT OF THE RESULTS ANDA APPLIANCE NTH T NWE2 50,000 BTU PER HOUR SHALL HAVE BEDROOM ABOVE DETECTOR DRAWINGS.DIMENSIONS SHALL BE CALCULATED AND AT LEAST A 12 INCH VENT 113RMMATION cL.EARANGE.IINE BOTTOM OF THE � A3 NEVER SCALED UNLE55 OTHERN15E NOTED. R0 -IN TEST AND A NRITTEN REPORT OF THE RESULTS SHALL BE 516NED VNT TERMINAL NO THE AIR INTAKE%%ALL BE LOCATED AT LEAST 12' (n p SMOKE TOR �BY THE PARTY COMXrTIN6 THE TE5T AND PROVIDED TO THE CODE OFFICIAL. ABOVE 6RADE. W 0 COPYRIGHT GRCH ARCHITECTURE P.G. 2017: ALL RIGHTS RESERVED H Z W E o U U a) OY Z t O N F— ren ti NQ cc'-'4 r S2Z N �' S (n -E ( Z z (� N :3 (0 Lo O x c) U c Lu M A B = o t ALI A-& Ali ❑ () M A/ M V m PL.Hr. _ _ -- _.. . _ - - - - — __ .._... I I 0 III III 1 �° �lop— — — — _ — — — — —F I Au6N FASCIAS _ _.. _. - I I (2)2X6 _= llc _11t= [C- — 111-00 PL Nr - - i � II I II 1 I II 4� � III �III� a'-0'PL.HT. p FOf ( I -- -- 2'-0' . 4, II.-0• n ' b' 1 I I I ° I I LJ J t-- I BEDROOM I I �j (- o -1 I -W-01 CELIN9 - - '- - - - - -1 I i I ISI I oz Qj� C) C� I I I Ili( I (� -ll I CEI I I I I - - - - - - - _ _ -� I 1'-0' ❑ 4' 5'-4' 4' S'-4" b•' $Lb• I I ( (I III I I { - - - - - - - - - OH. r--� I ® I I I I I I I ( } I I I 1 I I 2x6 OUTRIssM a Ib'OL IeL I � I I b _ I I I Ix3 A�TRIM OVER n:e u L_ AZEK RAKE BOARD ' 1� I I I �e'HIGH �� 2xb NAILER O l i l RAILING I T I / I _ / I /I I I VHM SOFFIT �' w e �LHOUR TED EXTERIOR ( �— — — — —' EARINS W I ( ...—....-� _ 1 \ 1 I I / 1 I I I�.._ ��I I W m ( --fo.. — b' r Y-5EE DETAIL: �U- I \ I - J b AZEK TRIM BOARD \ / I /I I I 1L- _ — —�=�_ _ .._.I-- - ® ON 14R 9-0 GEILINEi \ \ — — — _ I AFRSP;�,E m 3 �0� � � I I I \ L — — — — — - I / I // I I I rQ �, b'O.H. 2xlo ROOF RaF,fRs a Ib'o.c. - I Ir-0'PL.Hr. 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I II 5D I I b•HI6N BLIND FulSNlr+6 b• b' 2x 10 P.T'.LEOGER sECIRBD li i I - _ _ _ _I I_ I _I L_ I_I _ -� W= - - =J- -- _- 16ABLBLE ( W_eflb•o) LAs BOLTS FRED 1- - - - - - - - -� _ _ -� I I i- (II WALL �I `F -� _ _ _ _ __ _ _ .� _ _ ( a� I Ct o I T4 P 0 24')S7AGSe. Tt Ba24'OL.-TYP. I I Tn I I ( 2xb sAeLE END w a PL Hr I - w - - � - 00 -77 _- 1- SIhP50N A?14 corr�troRs /.. � (3)ado FLU5H BIRDER a N N r1_: N ao I I I I 11 I I I b. I I I I _ -_ _ -� 2x8 RR e w•X. lor 6" 10'}0, - 5'-T" 1 I( I Q I I I 5TAN71N9 BEAM METAL ROOF b' I ( I I I 4 1 BEP GEu INSTALL Pat MANUF.SPECfi / ( - - � _ � _ � ( ) ( � IBEDROOM42 I ( I—` [`— — _ = J — —fl JI SIMP50NH25ACOWTORS A 6 I I I a T'-a•PL HT--"" I I '�•PIL z z z z z z 4 I( I I IN W FASCIA BD 0 0 0 0 0 0 U) Ln Ln L (2)J* I I W w W w W W L 0X 1112=17=11 1 I I �•GYP BD Of Of of � of Ia'-0' —— — — SIMPSON A35 GONECTOR5 r3)2x10 HDR 1 2k b'SOFFIT BMS o Ib'OG �_ o V-01 Hr —I I I 8'O.H. `° - � 12'(2-3�9)BAT15 54'-2' TRAN50M WINDOW i I A G ^ I I'-0 DEN AI6 AI-b �{ I ( W F� 2'x8'a Ib'OG FOR SEAT 2 54'-2' 4 �. GLoSm GEL SPRAY FOAM 0 m CAMIM WINDOW I I IN5ULATION TO GOMPLE EY W O 0 FILL SEAT CAVITY > SIM 50N CONNECTOR— SEAT Y W v iLi A b A b (2)2k8'a END W/A35 ::::::::::•.:::..:.....::„ 0 X: o I A B AI.I SIMP50N H2-5A CON FETORS z I x AZEK TRIM BD GYP BD � W u - _ 3/4'T46 05B SIIBFLOOR n v SLUED!5GRE1FD-RUN F� GONTIN10U5 BETYHN PLATES Inh OSB SHEATHING AT EXTERIOR WALL ❑ 1- FIR5T UNIT 8UNIT 82 MODEL A- 1 (HOLLY) MODEL A (LAUREL) FiO J - y Z Z w SECOND FLOOR PLAN SECOND FLOOR PLAN N z Q Q _j 3/16"=1'-0" LIVING AREA= 52150. ET. 3/1G°=1' o° LIVIN6 AREA= 510 50. ET. I , '. I W p � � E.R. UNFIN15HED BASEMENT TOTAL LIVING AREA TOTAL LIVING AREA ": '•.' oz-13)GLo"r CELL SPRAY 1 ` FOAM INSUL ALONG INSIDE FACE �qw < n: 1 9 9 9 S FT. OF RTD.WALLS-RLL HT OR m 1,999 SQ. FT. Q• r DRAPED BLANKET INSULATION Z SE'_ROOF PAN FOR ALL SWTUIRAL FRAMI%INFORMATION ` 1 O ❑ I ��EW Y0�� . I HOUR RATED EXTERIOR BEARING WALL 1 BAY DETAIL .f................................................ ® ASSEMBLY- 5EE DETAIL: e A4 NTS. , B NUMBER M 20115023 2015 IRC,-83122.1 NOTE: ENGINEERED.IOIST GENERAL CONTRACTORS AND SUBGONTRAGTORS TO ONE CARBON MONOXIDE ALARM I,NEW IN DYBOVE UNITS,191M THE TOP OF THE 51LL of AN 2'ABOVE IE DOW OPENIN615 LOCATMOn-ER Lff6 THAN ff =EXLIAUST FAN= 24'ABOVE THE FINISIffl POOR AND GREATER THAN T2'ABOdE�E FIWSIffl GRADE DR OT}ER SURFACE DUET CLUSTER SHEET NUMBER SHALL NOT BE GUT, ' ' MULTIPLE LVL GIRDER GONNEGTIONS: 5O GFM INTH;?m E+r OR REVIEW THE5E CONSTRUCTION DOGUWNT5 UPON REGEIPT ONE AND Two FAMILY DYE UNff, BELOW ON THE EXTERIOR OF THE R&DIN6,THE OPERABLE HLDOW SHALL WIPLY WITH ONE OF THE Q HD= HOLD DOWN TOYfil0U5E5 AND MfUM UNITS IN '� ® 20 CFM GOVT M06 FROM ARGHITEGT AND REPORT ANY AND ALL FOLLMNs" 0- 6RW R-2 NOTE` GO-OP5)A�UNC FOR 5" • RSETI,o THAT WILL NOT ALLOW A 4 INGN DIAMETE2 SPFFRE TO PA55,HROIISH,HE OPEJIN6 IN ITS UNITS 81 & 8 2 z NOTCHED AND HOLES TAIR MANUFACTURER TO DESIGN STAIRS TO FOR ALL MULTIPLE LVL GIRDERS,LAG BOLT DISGREPANGIES INCLUDING ANY DIMENSIONAL GO�L.IGTS, SECOND FLOOR PLAN ALL WINDOWS SHALL BE BORED UNLE55 ALL APPLICABLE CODE5 AND TO TOGETHER W/ 1/2" BOLT5® 2'-0' O.G. 2' MIN Got IMMEDIATLEY TO ARCHITECT FOR CORREGTIVE M T-E IMMEDIATE VICINITY OF LAR LL Iw eANn Ro517lc ANDER5EN 200 SERIES ' ® CARBON MONOXIDE •FALL P'REVBTf10N DEVIG�S THAT COMPLY WITH ASTM F 2090 0 5PEGIFIED BY THE REPORT ANY D15GREPENGIE5 AND CONFLIGT5 p=TEMPERED FROM TOP d BOTTOM, d MIN. 4' FROM END5 DETECTOR MEASN�PR10R TO CONSTRUCTION.DO NOT 5GALE t ZOOM5,ON THE LOYEST FLOOR TME"VOW OPB�NG CONTROL�AFTER�A�TO RELEASE TIE CONTROL DEVICE ALLOWING MANUFACTURER PER TO THE ARCHITECT PRIOR TO STAIR FABRICATION, 6WING DRAHINGS.DIMEN510N5 SHALL 13E CALCULATED AND '' THE mvoH To FULLY oPM SHALL NOT REDUCE THE NET CLEAR OPBIING AREA OF THE HNDN LINT TO SMODETECTOR NEVER SCALED UNLESS OTHERHISE NOTED. L.E55 THAN s:r SauARE FEET. W A41 (ODE KE COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED 0 z W E 0 0 z C) (D 0 F_ :3 alumd L_ U)0 r"t0) (D a) 4-a U) z Z 2 -!1� 0 x 'a c) 0 < Lu C? T- ") ,,�, m fl- 00 u C) M A AI-6 Al-b z 0 I /A A1.1 A-b 01-51 HIP WIDTH ALIGN FACIAS III-01 PL.HT. z 0 0 9 III-01 PL.Hr. (Al _�sj 1111�' 16'-Q'FASCIA WIDTH -- - — — — — — — — — — — — — U- Iq'-O'r7AE3LE WIDTH 0 — — — — — — — — — — — — 8 0 -F FE ZEE q'-O'PL.RE III-01 PL HT. z 411 111-01,PL % • 0 AW IS FLR F_ I " F El FS II'-0'PL.HT. II'-q'PL HT AEN 15T FLR 12 ADJUST PJ06E HEM 12 IF ..... TO Cam OVER FIREPIAGE CHASE 10'RR 0 lb OG. 10 E AL16N FASCIAS ................... ............. 10' F_ —112 111-01 FL NT 2x -RR IbOG. ...... ...... ABV IST RR 2X1O II Iv ......... @ lb X. 2x10RR@ A� LF ........ .. .... .............. F II'-0 t HT ALIGN FASCIAS Aar iT FUR A6FWLT ROOF SHN6LI5 1�IF OH. 12 .............. 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JOB NUM PLAN VIEW . . 2W 6023 W ejnBz5 s LEAM35 U) SHEET NUMBER ALL 6UTTER5 4 LEADER5 5HALL BE BAKED MITE ALUMINUM D32' m MIN.r7A16E,C-AM'ER5 5HALL 13E 5'5EAMLE55,0.67.5TYLE MIN DUET CLUSTER < IN5TAU IGE AND HATER 5HIELI?PER AREA OF ONE FOOF (L DETAIL OF ROOF RAFTERS TO 2 RELATED t REQUIRED ACLE%ORIE5. LEAVER5 5HALL BE MIN. MANWACTUIRE15 5PErIFICATIOWj TO EYJILT OVER ANOTHER UNITS 81 & 8 2 z HIGH CEILING JOIST CONNECTION 2"Z",.027'6AU6E W GLIP5 4 A%HOR5. GAULK 4 SEAL ALL MAIN717AIN PRODUCT WARRANTY (D FASCIAS JOINT5. PITGH 6UTTER5 MIN. 1/8/FT.PROVIDE P.V.G.REGEPTOR5 ROOF' PLAN. w A 5 NTS. A- 5 b"ABOVE 6RAVE TO REGEIVE LEADER5(rL05ED CAP 01516W. 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED