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Home My WebLink About42376-Z c,0fFQl�CaGy� Town of Southold 3/13/2019 0 P.O.Box 1179 53095 Main Rd O44,0• o�� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40264 Date: 3/13/2019 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 7 Harvest Pointe Ln Unit 123, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-1-63 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. 42376 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 carag_rage as applied for. (Unit 123) The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0177 1/22/2019 ELECTRICAL CERTIFICATE NO. 42376 12/10/2018 PLUMBERS CERTIFICATION DATED 12/28/2018 #1 NfouRlumbing nt. Inc. u 00 d Signature �SofFn�x TOWN OF SOUTHOLD BUILDING DEPARTMENT �' TOWN CLERK'S OFFICE oy . SOUTHOLD, NY .Ij01 � dao 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#: 42376 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 123, A Unit) At premises located at: Harvest Pointe Ln Unit 123, Cutchogue SCTM # 473889 Sec/Block/Lot# 102.1-1-63 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 Buildin Spector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (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. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing" land uses: I. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2., A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling,$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy- Residential $15.00,Commercial $15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: (Z 3 -- 7 (_Q_ House No. treet ,Hamlet Owner or Owners of Property: tI v� �► ✓ „� f 1 f� .Suffolk County Tax Map No 1009, Section f 0 ® I Block Q Lot bdivision � 'V e?r�� Filed Ma ''f AM"161 ( CO N Da P• r 1 Lot: L 3 Permit No. Date of Permi . Applicant: (�td Health Dept. Approval: �� Underwriters Approval: 'Planning Board Approval: 4u- 'Request / 'Request for: Temporary Cert icate ,Final Certificate: Fee Submitted:$ f� k one) A Ica Sign t e e CONSENT TO INSPECTION a the undersigned, do(es)hereby state: Owner(s)Na e(s) That the undejj��ign d is (are)th owner s) the premise n th T n of Southold,located atMV;V; , o� ' �q which is shown and designated on the Suff lk Coun Tax Map as District 100 , Section l©lock 6 ,Lot That the undersigned(has)(have)filed,or cause to be filed,an application in the Southold Town Buildin in lector's �fqr 1 w ie f ng: �� 23 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: Vna! (Print N (Signature) (Print Name) _ OF SOU�y®� Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959 ,c® ® a® roger.richert(a-town.Southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Rimor Development LLC Address: 7 Harvest Pointe Ln unit-123 City- Cutchogue St New York Zip: 11935 Budding Permit#. 42376 Section 102.1 Block: 1 Lot: 63 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor. DBA: MTM Electric License No: 3700-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1 st 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 56 Ceiling Fixtures 21 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 5 Wall Fixtures 6 Smoke Detectors 3 Main Panel 150a A/C Condenser 1 Single Recpt 1 Recessed Fixtures 24 CO Detectors Sub Panel A/C Blower 1 Range Recpt 20a Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt30a Emergency Fixtures Time Clocks Disconnect 150a Switches R44 Twist Lock Exit Fixtures TVSS Other Equipment: 3-combination smoke / co detectors, 9-ARC fault circuit breakers, 3-bath fans, 6-combination GFCI/ARC fault circuit breakers Notes. Inspector Signature: Date: December 10 2018 81-Cert Electrical Compliance Form As ro� �t pf SQ�ll�y� Town Hall Annex z' Telephone(631)765-1802 54375 Main Roadco a Fax(631)765-9502 P.O.Box 1179 _ Southold,NY 11971-0959 D CM �� BUILDING DEPARTMENT DD TOWN OF SOUTHOLD FEB 1 3 2019 TOWN OF SOUTI-DLD CERTIFICATION Date: Building Permit No. L\ 3 I2�� Owner: ma4+ (Please print) % n n` Plumber: Wnb�� d1� (Please print) I certify that the solder used in the water supply system contains Iess than 2/10 of 1% lead. (Plumb Signatu e) Sworn to before me this day of 20 ] MM FIORI-rA Notary Public,State of New York Reg.No.01 FI6368364 Notary Public, COUnt Qualified In Suffol Co my y Commission Expires y3 S V�� y5 OUT�o CA 11 ,moo �o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [%4/FOUNDATION 1ST A1,b [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: e Olt/ A ? S�v DATE ,3 ! INSPECTOR �1 r��17 Irsf SOUTyo TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] F UNDATION 1ST [ ] ROUGH PLSG. [ /FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMAR S: � 1 S MV/ l ro l DATE INSPECTOR 105 vqF sours un how o� * # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT ON, [ ] FOUNDATION 1ST [ ROUGH PL13G. [ ] F UNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FJMPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ 'FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAUL NG REMARKS: �. A 6k �wev m DATE lo( INSPECTOR SOUlyolo 'coum,N o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. �Z� [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION M ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE C /� INSPECTORS j�� O��OF SOUTyo� # TOWN OF SOUTHOLD BUILDING DEPT. `ycouffm 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND jue�INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] F SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [%lj�-CAULKING REMARKS: �AA ll fit V/ O t aShh �0�/ W- 1 o oOO7[0 Coo" - 1:s ck ILU DATE INSPECTOR OF SOUTyo� * # TOWN OF SOUTHOLD BUILDING DEPT. Coum, 765-1802 , INSPECTION t� [ ] FOUNDATION 1ST [ ] ROUGH PLEG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING ( ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) J ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE /d INSPECTOR<:V� A I q-ys SOUTyo # # TOWN OF SOUTHOLD BUILDING DEPT. `ycouMv��' 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLRG. [ ] FOUNDATION 2ND [ ] I ULAT [ ] FRAMING /STRAPPING [ 'FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [C] CAULKING REMARKS: fa L" ' 'V( ®ry �Aftl .(rq) _ r wr ' s DATE 1 )Ool INSPECTOR �AOF SOUryo * # TOWN OF SOUTHOLD BUILDING DEPT. �ycaurm N�' 765-1802 - JNSPECTION [ ] FOUNDATION 1ST [ ] ROUGPLBG. [ ] FOUNDATION 2ND [ rFINAL LATION FRAMING /STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE l INSPECTOR OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex rj� S10 P.O. Box 1179 54375 State Route 25 01 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631765-1938 Southold, NY www.southoldtownny-gov '00UNV, PLANNING BOARD OFFICE TOWN OF SOUTHOLD March 12, 2019 MAR 1 2 2019 Mr. Henry Alia Rimor Development LLC 'D 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#1 000-102-1-33.3 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 Septdmber 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 changesi from the approved site plan and approvals from other agencies; Planning Board appr�val is required prior to any significant changes to the site. Respectfully, Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector James Richter, Stormwater Manager p' .f,''' _ a,.,.. •,n;n,: �';�,r-%:;`` r:.•,t , >:r GRCH ARCHITECTURE PC �,r '311 r i 3750 EXPRESS DRIVE SOUTH � ;$fir;- SUITE 202 -• -� : ISLANDIA, NY 11749 WWW.GRCHARCHITECTURE,COM 331)864-3395 IR(;R � November 14, 2018 DD Town of Southold FEB 1 3 2019 Building Department 53095 Route 25 ,g 31• =�� PO Box 1179 OITVN OF S®3T E010 Southold NY 11971 Attn. Ms.Amanda Nunemaker Plans Examiner Re: Harvest Pointe at Cutchogue Dear Ms. Nunemaker, The following two insulation products noted below have been selected for their flame/smoke spread properties to meet the requirements of the New York State Residential Code for both spray foam and draped blanket insulation exposed in basement condition. Spray Foam Insulation at Rim Joist: Sill Plates Headers and Rim Joist (Residential Code Section R316.5.11 Maximum thickness 3%" (provided±3") Flame spread index 25 or less and smoke-development index of 450 or less is provided: Provided/Installed Bayseal Closed Cell Spray Foam Insulation report less than 4" (see products sheet) provides flame spread index of 25 or less and smoke-development index less than 450 in accordance with ASTME84. Draped Foundation Wall Insulation Blanket (Residential Code Section R302.10.1 Insulation materials,including facings shall have a flame spread index not to exceed 25 with an accompanying smoke. Development index not to exceed 450. Provided/Installed: "Ecotouch Flame Spread 25 Fiberglass Insulation: (see product cut sheet) Provides a flame spread Index of less than 25 and smoke-development Index less than 50 in accordance with '?I d, -ED A&C CHERT Cyd y/�� v 2 Glen ChED APPrincipa '9 023BAZ ' 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: MC089 7 Harvest Pointe Lane Registry ID: 288721591 Cutchogue, NY 11935 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 52 Efficient Home Comparison: 48% Better Heating 55.7 $1142 67% General Information Cooling 1.3 $51 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 $319 19% Bedrooms 2 Photovoltaics -0.0 $-0 -0% Service Charges $16 1% Mechanical Systems Features Total 90.1 $1698 l00% Water Heating: Conventional, Natural gas, 0.69 EF, 75.0 Gal. Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Criteria Cooling: Air conditioner, Electric, 16.0 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 126.00 CFM25. ECCC New York State 2016 Ventilation System Exhaust Only: 75 cfm, 23.2 watts. Q Programmable Thermostat Heat=Yes; Cool=Yes n„n rn Building Shell Features N Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under ® cY) Crs Sealed Attic NA Exposed Floor R-39.0 Vaulted Ceiling NA Window Type U-Value: 0.290, SHGC: 0.280 fJ m Above Grade Walls R-21.0 Infiltration Rate Htg: 1820 Clg: 1820 CFM50 LL- a y Foundation Walls- R-13.0 Method Blower door Michael Caruso ap 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: LJ2/2% l G �— 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. ` - GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH 1`,.A SUITE 202 x. :=.,, ,i ISLANDIA, NY 11749 WVVW.GRCHARCHITECTURE.COM (631864-3395 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 conditi� space as defined in the 2015 IRC and Energy Code as well as the 2017 Code Supplement. Re p'e tfully sub fitted, � ED ARC, �r ��5 Cg6RT Cyd y�T CIA Glen erveny, , LEED AP Pri pal (P� `�-� ��- '9 0238ACJ TFOF NE`N`lQ DD MAR 1 3 2019 TOWN OF SO TTTilOL) 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 ' - - Manual S Compliance Report Job: wrightso� Date: 1/312019 Entire House By: Energy Testing Services... Energy Testing Services LLC Pian: Model A(Laurel) 1648-A Locust Ave,Bohemia,NY 11716 • • • For: 7 Harvest Pointe Lane Cutchogue, NY 11935 Design Conditions Outdoor design DB: 83.0'F Sensible gain: 26311 Btuh Entering coil DB: 76.5°F Outdoor design WB: 71.0°F Latent gain: 3492 Btuh Entering coil WB: 63.4°F Indoor design DB: 75.0°F Total gain: 29803 Btuh Indoor RH: 50% Estimated airflow: 1200 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Generic Model: SEER 16 Actual airflow: 1200 cfm Sensible capacity: 25200 Btuh 96%of load Latent capacity: 10800 Btuh 309%of load Total capacity: 36000 Btuh 121%of load SHR: 70% Design Conditions Outdoor design DB: 10.0°F Heat loss: 50540 Btuh Entering coil DB: 63.3°F Indoor design DB: 68.0°F Manufacturer's Performance Data atActuai Design Conditions Equipment type: Gas furnace Manufacturer: Generic Model: AFUE 92 Actual airflow: 948 cfm Output capacity: 52000 Btuh 103%of load Temp. rise: 50 °F Meets all requirements of ACCA Manual S. 2019-Jan-0416.37 43 - WrightSoftg Rlght-Suite®Universal 2018 18.0 32 RSU20066 Page 1 �( ...or Model A MAN JSD%Rimor Model A MAN JSD JA.rup Calc=MJ8 Front Door faces W Form Residential Plans Review Form RPER1 � ��a • • (Loads, P 15 Mar 09 Arcordurrgcadr. suAa�ka Header Information Contractor: Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J 1 Form(and supporting worksheets): Yes [:] No n Mechanical license: or MJ 1AE Form*(and supporting worksheets): Yes n No n OEM performance data(heating,cooling,blower) Yes E] No n Building plan#. Manual D Friction Rate Worksheet: Yes o No n Duct distribution sketch Yes No n Home address(Street or Lot#,Block,Subdivision):?Harvest Pointe Lane Cutchogue,NY 11935 Model A(Laurel), Entire House •� ® -6U • ,1 Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: 10 *F Orientation: Front Door faces West Indoor temperature- 68 *F North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 50540 Btuh Number of bedrooms: 2 Conditioned floor area: 3789 ft2 Summer Design Conditions Number of occupants: 3 Outdoor temperature: 83 °F Indoor temperature: 75 °F Windows Roof , Grains difference: 30 gr/Ib @50% RH Eave overhang depth: 10.0 ft Sensible heat gain: 29898 Btuh Internal shade: blinds Latent heat gain. 3969 Btuh Blinds,drapes,etc. Faye Depth Window Total heat gain: 33867 Btuh Number of skylights: 0 • o • ,1 Heatinq Equipment Data Cooling Equipment Data Blower Data Equipment type: Gas furnace ETuipment type. SplitAC Heating cfm: 948 umace,Heat pump,Boder,etc. it Conditioner,Heat pump,eta. Cooling cfm: 1200 Model Generic Model: Generic Static pressure: 0.60 in H2O AFUE92 SEER 16+ Fan's rated external static pressure for Heating output capacity: 52000 Btuh Total cooling capacity. 0 Btuh design airflow Heat pumps-capacityatwinterdesign outdoorconddions Sensible cooling capacity 0 Btuh Aux heating output capacity: 0 Btuh Latent cooling capacity 0 Btuh • • inane .1 Design airflow 1200 cfm Longest supply duct- 419 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct: 206 ft Trunk duct Sheet metal Total device pressure losses. -0,6 in H2O Total effective length(TEL): 625 ft Available static pressure(ASP): 0.01 in H2O Friction rate: 0.002 in/100ft Branch duct. Round flex metal,Sheet metal Friction Rate=ASP-(TELx 100) •' •.• calculation,equipment, • • and au6idesiggor6u.slyperformed based on pl'an listed a bdve. I understand the cl aims mad e o n th ese forms wil I be su bject to review a nd verifica tj on. Contractor's printed name: Contractor's signature: Date: Reserved •. *Home qualifies for MJ1AE Form based on Abridged Edition Checklist A&wrightsotfit' ��., Right-Suite®Universal 2018 18 0.32 RSU20066 Load Short Form Job: WCIQrI'i`SOfI�® Date: 1/3/2019 Entire House By: Energy Testing Services... Energy Testing Services LLC Plan: ModelA(Laurel) 1648-A Locust Ave,Bohemia,NY 11716 REM For: 7 Harvest Pointe Lane Cutchogue, NY 11935 D - • o • Htg Cig Infiltration Outside db(°F) 10 83 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial)/2 Design TD (°F) 58 8 Pressure/AVF 50 Pa/ 1471 cfm Daily range - M Inside humidity(%) 50 50 Moisture difference(gr/Ib) 44 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref 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 Cig AVF (fF) (Btuh) (Btuh) (cfm) (cfm) Den 189 3444 2747 70 128 Kitchen 254 2199 2143 45 100 Dinning 76 2440 1423 50 66 Living Room 293 5535 2707 112 126 Foyer 173 3863 1365 78 64 Master Bed 299 3057 1883 62 88 Master Bath 109 2361 1025 48 48 WIC 77 975 129 20 6 Mud Room 47 861 636 17 30 Bath 1 39 396 84 8 4 Stair 1 62 0 0 0 0 Hall 73 0 0 0 0 Bed 2 147 8074 8926 164 415 Bath 2 47 4173 1888 85 88 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2019-Jan-04 16.37:43 vvrilglh tsolFt° Ri ht-Suite®Universal 201818 0.32 RSU20066 "C-P49 Page 1 AC� .or Model A MAN JSD\Rimor 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 Equip.-@ 0.88 RSM 23153 Latent cooling 3492 TOTALS 3789 50540 26646 948 1200 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoftm 2019-Jan-0416 37.43 naw-,nn wm- u�w RightSwte®Universal 2018 18.0.32 RSU20068 Page 2 ACM or Model A MAN JSD1Rimor Model AMAN JSD JA.rup Calc=MJ8 Front Door faces: W Pro Job: Project Summa -P - wrighteoft° i Date: 11312019 Entire House ByEnergy Testing Services... Energy Testing Services LLC Pian: Model A(Laurel) 1648-A Locust Ave,Bohemia,NY 11716 For: 7 Harvest Pointe Lane Cutchogue, NY 11935 Notes: ® ' e • e 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 Pressure/AVF 50 Pa 1471 cfm Structure 2016 Btuh Ducts 233 Btuh Central vent(60 cfm) 1244 Btuh Heating Cooling Outside air Area(ftz) 3789 3789 Equipment latent load 3492 Btuh Volume(ft') 29415 29415 Air changes/hour 0.32 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 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 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft° 2019-Jan-04 16.37:43 n��.t� •r g!!!..,,�...,.., Right-Suite®Universal 2018180 32 RSU20066 Page 1 /`I�iM ..or Model A MAN JSD\Rimor Madel A MAN JSD JA rup caic=MJ8 Front Door faces. W N v Second Floor Sup Riser Ret Riser 26 x/16 22„ 22" D04 cfm 26 16 Loft 105 cfm Bath 249 cfm 14" 10x16 Bed 2 14i-1�" z49 cfm Job M Energy Testing Services LLC Scale: 1 : 104 Performed by Energy Testing Services L... Page 1 1648-A Locust Ave Right-Suite®Universal 2018 7 Harvest Pointe Lane Cutchogue,NY 11935 Bohemia,NY 11716 18.0 32 RSU20066 2019-Jan-0416:37:59 ...JSD\Rimor ModelA MAN JSD JA . N Main Floor 9,105 Cfi I Dinning 79 cfm Master Bath �513 7151dm Crm Master Bed Broan Exhaust Fan Model L150 Living Room KAchen 60cfm Energy Sup Riser Ret Riser Star Continuous 26 x 16 22" Use Timer Hall 120 cfm WIC 90 arm 24 cfm Mud Room 36 ci@th 1 10 cfm`_ Stair 1 Foyer Den 94 Crm &153 Cfm Garage Job#: Energy Testing Services LLC Scale: 1 : 104 Performed by Energy Testing Services L... Page 2 1648-A Locust Ave Right-Suite®Universal 2018 7 Harvest Pointe Lane Cutchogue,NY 11935 Bohemia,NY 11716 18.0.32 RSU20066 2019-Jan-0416.37:59 ...JSD1Rimor ModelA MAN JSD JA... N - Basement 114 cfm 22" 4x16 9" 114cfm 10 - - - - 10" 8 7" Make up air 60cfm Sup Riser Ret Riser 32M81 26 x 16 22" 5kuttle Model 2161 \Ijx 10 6x16 Base nt 8x16 l 4" 2B'• 5- 4 x 16 "4x16 4„ t 113 am 9" 10" 113 cfm Job#: Energy Testing Services LLC Scale: 1 : 104 Performed by Energy Testing Services L... Page 3 7 Harvest Pointe Lane Cutcho ue,NY 11935 1648-A Locust Ave Right-Suite®Universal 2018 g Bohemia,NY 11716 18 0.32 RSU20066 2019-Jan-0416.37:59 ...JSD1Rimor ModelA MAN JSD JA.... Duct System Summary Job: - - l�rightsoft° Date: 1/3/2019 Entire abuse By: Energy Testing Services... Energy Testing Services LLC Plan: Model A(Laurel) 1648-A LocustAve,Bohemia,NY 11716 For: 7 Harvest Pointe Lane Cutchogue, NY 11935 Heating Cooling External static pressure U 60 in H2O all 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 0.007 0.003 in H2O 0.007/0.003 in H2O Lowest friction rate 0.002 in/100ft 0.002 in/100ft Actual air flow 948 cfm 1200 cfm Total effective length(TEL) 625 It Design Htg Clg Design Diam H x W Duct Actual Ftg.Eqv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk Basement h 4659 114 23 0.003 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 Bede c 4463 98 249 0.002 14.0 Ox 0 ShMt 91.5 250.0 st2A Bed 2-13 c 4463 98 249 0.002 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 Kitchen c 2143 54 120 0.005 10.0 Ox 0 MtFx 40 130.0 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 40.8 130.0 st3 Mud Room c 636 21 36 0.002 5.0 Ox 0 MtFx 43.3 245.0 st5 wD h 975 24 7 0.002 4.0 Ox 0 MtFx 53.8 365.0 st5A Bold/ifalic values have been manually overridden -�-wrightsoftm +7`1g-Jan-04 16 37 43 A. Right-Suite®Universal 2018 18.0 32 RSU20085 Page 1 ..or Model A MAN JSD\Rimor Model A MAN JSD JA.rup Calc=MJ8 Front Door faces: W lee ® - o Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st5A Peak AVF 81 64 0.002 122 12.4 16 x 6 ShtMetl st5 st5 Peak AVF 216 123 0.002 243 17.9 16 x 8 ShtMetl st3A st1 Peak AVF 113 199 0.005 224 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 M11 If 11111:U,Z Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb4 Ox 0 114 23 117.5 0.003 208 10.0 Ox 0 MtFx rt1 rb3 Ox 0 612 790 102.3 0.003 214 26.0 Ox 0 MtFx rb2 0x0 298 604 206.0 0.002 229 22.LO Ox 0 ShMt rt1 rb1 Ox 0 113 23 0 0 0 Ox 0 MtFx ® • 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-0416.37 43 ti wrightsofta Right-Suite®Universal 201818.0 32 RSU20066 Page 2 A.. a•,w.nas.we.�r�r.+r .or Model AMAN JSD1Rimor Model A MAN JSD JA rup Calc=MJ8 Front Door faces: W Energy Testing Services 2019 Combustion Safety Testing Form Certified Home Address: 7 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 Systetri° Primary: Yes❑✓ No❑ Tyye: Furnace ✓❑Boiler❑Heat PumpQ Other❑ 1: z' Venting Type 3 Drti t' ' S`ip llae, d 414114 e GO, CO E lcietC Fuel.•Tyue Crr"cle-T 'e. ascal - orst.Case atural (Worst Case atural Rating:95.0 NOP❑O❑EJJ N❑N0M❑S_0 NSA Pa. Pass❑✓ Fail❑ Pass0Fai1El N/APPM NIA PPM Yes ❑✓ T �e: Standard Tank ✓❑Indirec( Tankless ❑ Size: 75 0 Style Common Vent❑ T�a`iek Heated Primary: 4 No n Instantaneous❑Commercial (SeeNoteSbelow) (Gallons) Stand Alone �✓ s = VentinP-Twe3 Dra t' ` Sip Mage` Spillage(Natural)' -- CO.'. CO' E cfen ' FueTTVp`e. Circle 4"e)) Pascal, orse Case ors,Case, atural EF: 0.69 N_❑✓ P❑O aE_E] N❑M Q✓ S❑ N/A Pa. Pass❑✓ Fail❑ Pass❑✓Fail N/A PPM N/A PPM Ovefi;, 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 I Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS'REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 5 Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 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 r t U �W 4 4. _%4 w- ;'21�W%t lm',Oqti5, "M klAt' 'Q 14F,el'", z"Y n v"NW, U IVr Y`.�SRA i!.^,"t. _ .R,;,,.i, t, i_ I 0F.,.gwk 27 �E '01 'd', '1' M I tk�74� 41�A�iv U,14' M"; ES ryry ��Y, 4", 1� 0`rw-v" --10,4Z, Ww� 00-4 - _n'Ids'11.'1`R"KV- -, -, , ""T"Al R �T J,� M t, �'A Q, ;,�,,T I R .1.11.1 If-1-41,6 t,Ill.11 "A J4 P', I '12;1W '. �WID fl 01, sr.,�-kl _k" 'RRE se V7, I I WE iQW DIVISION:07 00 00—THERMAL AND MOISTURE PROTECTION SECTION: 07.2100—THERMAL INSULATION SECTION: 07 25 00—WATER-RESISTIVE BARRIERS/WEATHER BARRIERS REPORT HOLDER: ACCELLA POLYURETHANE SYSTEMS, LLC 2400 SPRING STUEBNER ROAD WEST SPRING,TEXAS 77389 EVALUATION SUBJECT: BAYSEALTm CLOSED CELL SPRAY-APPLIED POLYURETHANE FOAM INSULATION k ICC ICC ICC C PMG Look for the trusted marks of Conformity! "2014 Recipient of Prestigious Western States Seismic Policy Council �51 HIM I s. (WSSPC)Award in Excellence" A Subsidiary of OnEfouNtir SCC A=..dA.J ICC-ES Evaluation Reports are not to be construed as representing aesthetics or'any other attributes'not Cam specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by]CC Evaluation,Service, LLC, express or implied, as !A"Lr. to arty finding or other matter in this report, or as to any product covered by the report. C1W'_0�1 A"�GCN Copyright 0 2017 ICC Evaluation Service, LLC. All rights reserved. MINE ICC-ES Evaluation Report ESR-2072 Reissued September 2017 Revised October 2O17 This report is subject to renewal September 2018. 1 (800)423-6607 | (662)699-0543 .4 Subsidiary ofthe International Code Council" DIVISION:07U0 00—THERMA~AND MOISTURE 1112O15. 3O13and 2OO8 |GC7OONational Green Building PROTECTICJW8tandend»m(|OC7n0'2O15. ICC 7OO'2O12and ICC 7O0- Section: 00—Thermal Insulation 2008) Sectioo'��0��wdxe�a��e� ' Attributes verified: Barriers See Section 2.0 REPORT HOLDER: 2'O USES ACCELLA9OLY8RETHANE SYSTEMS,LLC Boymeo|rm Closed Ca|| spray Ynem insulation is used as 2400 SPRING STUEBNER ROAD WEST thermal insulating materials in Type |. U. UL |V and V SPRING,TEXAS 77389 construction under the IBC and dwellings under the IRC. (28f)350'9800 See Section 4.6for use inType|. ||. |||and|Vconstruction, The \nmu|gUmn }mfor use in wall cmx|bes, floor assemblies o, ceiling aooumb|imo, or attics and cnswl spaces when EVALUATION SUBJECT: installed |naccordance with Section 4.O.When installed in accordance with Section 4.5, the insulation may be used BAYSEALTMCLOSEOCELL SPRAY-APPLIED ooanalternative towater-resistive barriers required inIBC POLYURETHANE FOAM INSULATION Section 14O4.2and IRC Section R7D3.2. 0 ��L��T��0�� 1 The attributes of the spray foam insulation as on ' alternative water-resistive barrier have been verified as 1.1 Compliance with the following codes, conforming to the provisions of (1) CALGneon Section 54O71mnd (i0 |C� 7OO'201SGm��ion8U218118�21O m2O15 2O1�mnd2O0} �u�0ngCode�(|B[� 5.407.1 ' ' ' ' ' ' ' International and 12.6.602.1.8| 700'2012 Section 602.1.8. 9 2015. 2012 and 2009 Intemational Residential Cod? 11.802.1.8 and 12.5.602.1.8| and (iv) |GO 700'2008 (|R{) Section 602.9 for water-resistive barriers.m. Note that decisions on compliance for those areas rest with the uuox � 2mnd��O8��nno0nna/Ehnq�'�on��n��m nfthis repo �. The user io dvi ad o �ode�VEC[� - _ _ '` _ _ pmxioiunot�g be contingent meeting specific a 2013Abu Dhabi International Building Code(AJJ|BC)t condiUono, and the verification of those conditions Is uu�id�thmenopac�th|om�o� Thooeuodempr�ondomd� 'mvAomnwm:�monm*mov/an.xnon/anmme��mmm�mnmm ' mthis report are the same sections mthe Ao/ac. often provide supplemental information aoguidance. ruOther Codes(see Section 8) The attributes ofthe insulation have been verified mo conforming to the provisions of ICC 700'2008 Section Properties evaluated: 703.2.1.1.1(c) ouwn air �mponnaebkainsulation. Note that w Surface-burning characteristics decisions oncompliance for those areas rest with the user m Physical properties of this nopnd. The u-- is advised of the ' - ocifi - provisions that may be contingent upon meeting specific in Thermal resistance oondiUonw, and the wedfiooUon of those conditions is o�sidmthe scope pythis repo�'These codes or�ondmndo � A�i�ondnra�|aponein�n||aUon often provide supplemental information omguidance. * Air permeability 3.0 DESCRIPTION * Vapor pwnnamnce 3'1 BmVmem|m^Clwmwd Cell Foam Plastic Insulation: * Water-m=isaivebonie, movsea/`° po/e, o|pseu Cell spray-applied po|vuret»ane * Exterior walls inTypes|through|Vconstruction foam insulation comprises a uaheo of products designated: |n^ �C �' and Baysao|n* OC �P 1 � �xa�ma�un �o t�e �mN�n�n� green �n�e��) and/pr � ~~'~~~ ' ' ' standards: o polyurethane foam insulation' Beyoem|n* �|omod �e||' ---^ ' is medium-density polyurethane foam plastic intended to a 3016 California Green Building Standards Code be installed as e component of floor/ceiling and wo|| (OAL8een).Title 24.Part 11 assemblies. The material iomtwo'pomponert. closed cell, ICC-rS Evaluation be con"*� a� ��wm� o�a�4m"vmm�m^o�u�� as all endorsement oftlie� subject mpmmm��/�w m �"mrm�bvxz�a�m�u��uu��"�m�� *"wrmdinw"'"°" "ia°'°°°"p~''~~'~~rr^~^~^-~~~~~^'^~^'. ovmnom 0 2017/oo Evaluation Service,LLC. All nemv mavmwo. Pagel mr a ______ ESR-2072 I Most Widely Accepted and Trusted Page 2 of 6 one-to-ane-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: Baysealr" 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 manufaturer's published installation c 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 (5.7x10-1' 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 11 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: BaysealT'^ Closed Cell spray foam insulation is air- BaysealTm 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 '/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 BaysealTM IC Coating: Section 2603.4 or IRC Section R316.4, as applicable. Thicknesses of up to 8 inches (203 mm) for wail cavities BaysealTM IC coating is a one-component, water-based and 12 inches (305 mm) for ceiling cavities are polymer coating. BaysealTM 1C 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 container at temperatures of 50oF (10 C) 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 TB 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 L) 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 90°F(320C). could interfere with the adhesion of the coating Flame 3.8 TPR2 Fireshello BMS-TC Coating: Seal TB may be applied by airless sprayer, conventional TPR2 FireshelP 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 (350C) 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 Fireshelle BMS-TC containers at temperatures between 45°F (7.2°C) and Coating:The prescribed 15-minute thermal barrier may be 95°F(35°C). omitted when installation is in accordance with t2 is section 3.9 DC 315 Coating: The Bayseal"m 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 Tnrsted 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 minimum rate of 1.24 gallons (4.7 L) per 100 square feet (9.3 m2)J. The substrate must ® Combustion air must be provided in accordance with be dry, clean and free of dirt and loose debris or other Section 701 of the International Mechanical Code substances that could interfere with the adhesion of the (IMC). coating. TPR2 Fireshelle BMS-TC may be applied by 4.4.2.2 Use with BaysealTm IC Coating: BaysealTM 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 316 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 Q 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 Q 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 8806.5(2009 IRC Section R806.4). 4.3.2.4 Use as Interior Finish: The BaysealTIA Closed 4,4,2,3 Application of Bayseal"14 CC X and Bayseal'R' 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 4.3.2.1or 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 11'/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 IBC Section 2603.4.1.6 or IRC Sections exceed 71/4 inches (184 mm). Bayseal 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 R806.4. exposed. The insulation as described in this section may When BaysealTM CC X or BaysealTM 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 a 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 100 square feet (9.3 m2). BaysealTm IC 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 ® 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 BaysealTm 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 BaysealT'" 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 [2012 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 Accella 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, 11, 111 and IV accordance with NFPA 259. Construction: 6.4 Report of air leakage tests in accordance with ASTM When used on walls of Type 1, II, 111 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-4002). 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 manufacturer's 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 1, 11, 111 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 International Building Codee(2006 IBC) ventilation must be in accordance with IBC Section ■ 2006 lntemational Residential Code (2006 IRC) 1203.3 of the 2006 and 2003 IBC or IRC Section R408, as applicable. Additionally, an ignition barrier must be ■ 2006 International Energy Conservation Code® installed in accordance with Sections R314.5.3 or (2006 IECC) 8314.5.4 of the 2006 IRC or Section R314.2.3 of the ■ 2003 International Building Code®(2003 IBC) 2003 IRC,as applicable. ■ 2003 lntemational Residential Code®(2003 IRC) S 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 ■ 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. ■ 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 2008 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(OF.ft2.h/BtU) 1 6.9 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 81:1 inch=25.5 mm,1°F.fe.hf to=0.17611VK.m2/W. 'R-values are calculated based on tested Kvalues at 1 and 3.5-inch thicknesses ESR-2072 I Most Widely Accepted and Trusted Page 6 of 6 TABLE 2—NFPA 286 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/e-inch-thick Type X gpsum wallboard complying with ASTM C36 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.6,04-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 Floorline Firestopping 4 pcf mineral wool(e.g.,Thermafiber)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–$/-inch-thick,exterior-type gypsum sheathing Exterior Insulation BaysealTpd closed cell SPF,up to a maximum nominal thickness of 3 inches Exterior Wall 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 pef=16.018 kg/my. 4 4^,yry, ail' EcoTo ucho Flame Spread 25 - . , las'm insulation " `;" IYyi�' I y'tCt +E'Ys3:f 6117 � "�`aP:,„.,tzr'Tit'ax),i,c`SfY`.'�r :r,:r"`:a'Wiz....w.F�a,:..� �;r.;"✓.�rng.—rF ,``•*'' r°•c Y'';YPrJi� <( �^i#r 2, y.�iu.,�"'}c ,ts.� .>v• w•iihs,'.yj�;.,:Sc',�fi7'(r�; t Ez i[..„t1.+,*aJ,ti-7.dna �'Y X x �( !.t �f, r„t>_, [ S,,,,�`F,•',�ti.Fi��y ��i"rae::l.",d"a.�`:'w`, '�? •va'., .Su-�ea> .�.'�"`'.»tar`.:�.t�.a.." See'Atiailabiht table Thermal Roctatame ASTMl C518 for R-values k, p Surface Burning Characteristics (flame,spreadrsmok�developed) AS7h9 E8�' p '•F .. i 4», { FSK <25/<bo iry,�7,a'j�:p .,,�,, d PSK <25f<5o 9J3^%ar.,,3't}'i�M,eSy L. ";r #x>�:�C�*�,'r't` ly*#•�r` ti,, '„e,�Lw. �nj,,�^- Critical P,adiant Flu,(W-cm=) AST't E970 >012 z� ,,,;at' yKyz;;`.,';, }s>'< .ra;4,*'^m.��ri",tt,.;14 ar';r?,r.:SF.'J',p.`>'r w;t.:Tt"M1r>c�i�c:„?iaetljtP-.;,=��i+iu;u'�sy�`,'t•. s .+.i�`,',C-e�^';+,aau:ry�`a`'.�'r'�,$sk,', baftrVaporP,mtpai,c (pe rrri F$K ASTtAE4 6 .5 t''''"�k, PSK ASTM E94' ,5 � ,4p�:Sh r i t ::itt�'S ,F�' _''irlri r�:`Iv1•,i IFa* 3s•r.., (,i.!!=-`4:at ° tiF6il" '`wP Si'. K�'c ;”a°, a;y:F;ni taYtsa'1ana �r fi5Th WaterVaforSorption th":'ciaht) st100417e } 0 »' Odor Emisoton ASTM 07304 Bass AS T hA C665 f�scrIapt 1 o n Conocron Rpststa'ce Part 13,5 papa Owens Corning' EcoTouch` Flame Spread 25 Fiberglas" Fungi Rcstatanoe piberlass o:rl, ASTIR 01338 'pass. Insulation is a preformed,flexible blanket insulation.It is 1. ASTIAE84isusadevelytomeasureanddescribeprepert�esofproductsinresponseto beet and llama under conttoiled laboratory cond4ions and should not be used to describe or produced in R-values from 11 to 49,at thickness from 31/2 approve the fire hazard of materials vndar:.ctual fire condmcns However,the results of these to 11 inches.It is available with either aFSK(foil-scrim-kraft) tasts may be used as,elarrients of a fire fisk assossma nt that takes into accourilit'l of the facto is of the fire hazard of a pan::cu!ar end use Values are reported:o the nearest five rating or PSK(poly-scrim-kraft)facing;both of which act as vapor 2 oess;cantn,etned retarders and provide a neat,finished appearance. f 1as1z,ifi v MRit)ns, 2 li r.f`"�t`:td;4TW�i.,`,��,Kf7_li;�a t t",r<i_�� w;c:��bb>i:y k• e;^}'j1�":!' $t:3�w.:n,`-t;a"dna a.M e tl l'C:-+,�'r r wo,..:t�� .` S .,<:, ,;:':".v^ _•3:....�w,3'r.:L° A 2-'m�,`1,.is,a ('ta•Wa r.•t 5�3'sG.=w �..t".:.'.:;Ss:+',..._,.`',l •.r �::,'"ak'..:.`'.:s,t,.:u. " �. ...ti2w.ic. .�.J«:a n' t3,.•.2vM ...i, Excellent thermal control FSK Au T,pec Typs 111,Class A,Cat 1 Effective acoustical performance PSK All Types Typo 11.Clasc A Cat 1 Provides long term performance and will not settle not slump within wall cavities ° Less dust than other fiberglass insulation products �tttr ° , ' g�= • Excellent recovery characteristics' Manufactured in compliance with ASTM C 665 Compression packaging speeds job site handling and ° Federal Specification HH-1-521 F has been canceled and installation replaced by ASTM C 665 1 Aecotdngto201Gc!ua,catsiaiconducted.nTorc.tto,CanadabyDuckerWorldwideonbahMof ° Classified noncombustible when tested in accordance Owens Gormny tnso'aton Systems t_t.c with ASTM E 136 pllcafions ° EcoTouch` Flame Spread 25 insulation is accepted for use Wall,floor and roof/ceiling assemblies where the insulation in all ICC building construction types(1 through V) will be left exposed,or where a low flame spread vapor Certified to meet California Code of Regulations,Title retarder facing is required 24, Chapter 12-13, Article 3,"Standards for Insulating Concealed applications of assemblies for non- Material” combustible constructione;Siyet �9t"t si$ 'f d,i{tidM Wood and metal framed assembly cavities,or attached to surfac*n 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 Avallabillity See Owens Corning publioation"Installation Guide for Light Wood Frame VV,-J1* Density Building Insulation"(Pub. No. 10017858)for more FSK-E" 2a- 95- 625 19` information. Both FSK and PSK EcoTouch" Flame Spread PSK-E' 23 Sia 625 19 25 insulation facing options are more abuse-resistant than most other building insulation facings. However,when it PSK-E' 23' 96- 625' 1119' is installed in areas where the material may be subject to F5K-E- 2' 96 625 19, abuse, suitable protection should be provided. FSK 93 55- 21 lvlo-al Frame%Vil!o h_:nVironmental and 3ustainabilRy FSK 113- 96 3.5 13 Owens Corning is a worldwide leader in building material FSK 24 96 35 13 systems,insulation and composite solutions,delivering a FSK 1111 96' 6:%5 19 broad range of high-quality products and services. FSK S-- Ile 625 19 Owens Corning is committed to driving sustainability by FSK 16 96 55* 21 delivering solutions, transforming markets and enhancing FlcorCeJmg lives. More information can be found at FSK 16 48 95 30 www.owenscorning-com. PSK-E' 2.1, 4$ q 5, 30 FSK-E' 24 48 95- 30 UM,0 t es FSK 24 46 9,5 190 Fiberglass products may cause temporary skin and mucous FSK 16 4p, 1,- 38 membranes itching due to the mechanical abrasion effects FSK 24 V3 of fibers,a condition which is completely reversible. Owens Corning does not recommend the use of unfaced EcoTouch' 3 Testodper ASTMC518PINK" 4. FSK-EiPSK-E=Extoridedfan,30 Fiberglas"Insulation in exposed applications where it 5 Do1YorsR!6whonin3taVed,,a55 deepcit-) 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 htip://sds.owenscorning.com. * Certified by SOS Global Services to contain a minimum of 55%recycled glass content, ie%pre-consumer and 37% post-consumer • GREENGUARD Certified products are certified to GREENGUARD standards for low chemical emissions into indoor air during product usage.For more information, visit ul.com/gg • Environmental Product Declaration(EPD)has been certified by UL Environment • Bronze Material Health Certificate from Cradle to Cradle ProduQto Innovation Institute rx.nsw 1.31— OWENS CORNING INSULATING SYSTEMS,LLC ONSOWE NS CORNING PAFZKWX( TOLEDO.OHIO USA 43659 L!J 7oohnical.1formation coAtt'ned ho,49in itifornished withoutchw9a orobigation and is gwariand accepted at tocipient's solo nrA p beyond our 00=01,ocauso conditions of use mayvary and are 11 1-800-GET-PINK' 0�1 O&G.1tation about,andis not rooponwole or liable for the accuracy _.ULw Owers Coming makes no'on www.owanscorning.corn ,bod herein 'a,roltibAny of data associated we I Z ,n partlaula,uses producidescr' SCS G!obalServicor paity,tiesindoprindenivolifica"r of recycledcontont in building Pub.No 18142-R Prtnted,n U S A Jily 2018 fp more nets and venues rociated content ctatma inado by runufacturors For more informntieil, THE PINK PANTHER"&'Q 1964-2018 Metro-Golow,yal-Maje,Studios Inc v,s1tw*vWScs9Ioba'sorV;ceScern. All Rights Reserved.The color PINK is a,egisteted trademark of Owens Corning LFEOI.sa,egis, GoenSu;ldir9C-.nc,L V 2018 oweno Corning All Rights Resomad APPLICANT S.C.T.M.': 1000 CHAPTER 236 (Property Owner,Design Professional,Agenr,Contractor,Other) �- a,®vlilT'(��t• `� 02 01 3-3 NAME i�eIARX 411A Section Block tot STORMWATER - DRAINAGE Y1C k3-1 Date. i 3 9 � ,� INSPECTION REPORT FORM COMPLETED Indicate All Site Work that has been completed Checking Yes/No or NA DESCRIPTION OF SiTE WORK TO DE COMPLETEDyE NO NA Submit Documentation for Compliance to the Engineenng Department for Review&Approval. a. Maintenance of Erosion&Sediment Controls U� _ b. Limits of Clearing&Area of Proposed Land Disturbance. ��;� eAb '�p I K-rr Lu�}1pe15� F c. Conditi6n of Stock-piled Soils. nQ� _ d. Verification of Size&Depth of Leaching Pools. e. Verification of Drain Pipe-installation/Concrete Parging. F-1 f. Driveway Installation within the Town ROW-Highway Specifications g, Final Site Grading-Effect on Adjacent Properly __ aPJZA C1CAR5 - -rA1E AoU E i. Inspection of Gutter&Leader System- -Drainage iping £ � �R✓ i._ Instalation of proposed Swimming Pool and discharge ring. OVFAALL. ZIT— VL614 NAVE 8F-P-r! CO MPLEVED } j_ Inspection of Construction Entrance/Staging Areats). Ing=9A C'Ta$Y MATIi46' --- k. Location of proposed concrete washout area(s). C� A Final Insoection Report-must be completed prior to issuance of Certificate of Occupancv. The applicant has three options for certification of drainai?e installations . >1c 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*:Z Photographs showing placement of all drainage structures with appropriate background indicating location of all structures and drainage piping. OPTION':& Site Inspection of open excavation prior to complete 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. TOSReview NOTES: TOS Review NOTES: JqMi 1 - TV< Off�0-14 12 A-?PYZVAL, FOR - WILL 59 1UJTrP bi A- VAS O{2 C FD9 G c jcnNcyr1 * 'FORE IGINEJIG IGP�IRTMENT ►SL' 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. FORM * SWC Inspection Report Form-TOS October 2014 , GRCH ARCHITECTURE PC DRIVE SOUTH 3750 EXPRESS DR t, SUITE 202 4.. ISLANDIA, NY 11749 W W W.GRCHARCHITECTURE.COM (631864-3395 January 22, 2019 Town f Southold D • Building Department FEB 1 3 2019 53095 Route 25 PO Box 1179 Southold, NY 11971 SOWN OF SOITTHOLD Att: Mr. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Screened in Rear Covered Porch Unit No. 123 Permit No.42376 Dear Mr.Verity, The rear covered porch as depicted on the submitted architectural plans will be "screened in" as per the Planning Board's approval dated January 18, 2019. jGlenC ully ubmitted, �EREID ARC,y 'CO 0gERT Ch,� �X� �v 2� rveny,AIA, LEEDAP 9 02303 Q T�OF NE�y • • • • COMNMNTS OWN , FOUNDATION (1S VIM, .7091MIAMIApff,711w_ - l7uaw4m FOUNDATION (2ND) EPIMER fid �; � W! .cam A I ROUGH FRAMING PLUMBING INSULATION PER N.Y'. NAMI I 11 tai NAM ��f�►�MSTATE ENERGY CODE 2104 A:11 PPZ V _A"r SIVAV� I ' 1 i',n G1`n'1��VM7 M V1>W� ulo oTompmwri,'n"!m!.' ti! ADDITIONAL COMMENTS miii[da' * • - _ i TOWN'OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT -''" D'o'you have or need the following,before,applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631)765-9502 Suryey Southoldtownny.gov _- `' PERMITNO: Check 'Septic Form N.Y.S.D.E.C. Trustees _ . C.O.Application Flood Permit Examined _. 21 ,20� SingIe.&Separate Truss Identification Form Storm-Water Assessment Form Contact: y� Approved2 �_ _,20 Mail to: `- ` C)• 6°)e T �� Disapproved a/c Phone: 7 _ '-02 ,6 Expiration ,20 -Bu in pector 2018 PPLICATION FOR BUILDING PERMIT ^ Date 2 Z ,20 LLJ y INSTRUCTIONS TOWN OF 3OLFI'dOLD a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to-adjoining premises or public streets or, areas;and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant, Such a permit shal I 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,"ih writing;the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATf6N 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 - t`hi0Lei (Signature of applicant or fiame,if a corporation) (0 ox q o g Cak& I (q (Mailing address of applican State-whether applicant is owner, lessee, agent_,architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises (As on thd tax roll or-latest deed) If applicant is a:corp ation,signature of dult au zed office tt (Name and title of cor rate officer Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Loca i n of land on which proposed rk will b do r a, .0 �A House Number Street. Hamlet County Tax Map No. 1000• Section aZ� 0 Block �` Lot__ ti - f-, Subdivision �Y!!-c �� C Filed Map I\To. I�] Lot 1/ 2 2- �J ,ODIC _. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy /a b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 4300 -1000eoo 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 _ �Gez/ 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 4 Dimensions of same structure with alterations or.additions: Front /,--I � Rear Depth Height Number df'St' nes 8. Dimensions of entre ni � w construction: Front ear �. Depth - Height Number of Stories belt SeA. 9. Size of lot: Front Rear Depth f 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any,zoning law, ordinance or regulation? YES 0, Ji 13. Will lot be re-graded? YES 6/ NO Will excess fill be removed from premises? YES NO � ►►10� �eN s� nP O . hex 1 og 14. Names of Owner of premises �-i� � Address C L4CG */Phone No. Name of Architect i e Address -4to 1`4 Phone No Name of Contractor � o- a-3 C� Address Phone No. 16 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO- IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE RE-QUIR_ED. b. Is this property within 300 feet of a tidal'wetland? * YES NO t/ 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 NO x IF YES, PROVIDE A COPY. STATE OF NEW YORK) - SS: COUNTY OF Hp-r,r-i, (4- being duly sworn, deposes and says that(s)he is the applicant (Name of individual signin contract)above named, (S)He is the (Contractor,Age t, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge nd belief, and iat the work will be performed in the manner set forth in the application filed therewith. Sworn t before me this day of 'V 20 y CS-NNIS D.BUNCH Notary Public,State of Neva York Notary P bli- BU61S5050 ignature, f ppli ant Qualified in Suffolk County Commission Expires April14,k.-Prd-�D $11FFQl,(�C ILDING DEPARTMENT- Electrical Inspector ` TOWN OF SOUTHOLD T all Annex - 54375 Main Road - PO Box 1179 01 3 201 Southold, New York 11971-0959 2 Telephone (631) 765-1802 - FAX (631) 765-9502 ��1DE®•�D roger.rich ertetown.south old.ny.us APPWA bi FOR ELECTRICAL INSPECTION EQUESTED'BY:' - - - - - m. . ....... Date: Company Name: 'Z Name: License No.: email: � Address: iKp • p _ p �' /! Phone No.: /,6 JOB SITE INFORMATION: (All Informatio Required) Name: AV Ila 6f�k (9 C444�qjoe, A Address: o Cross Street: Phone No.: BIdg.Permlt#: email: Qa4il a,Q � Tax Map District: 1000 Section: 104. 0'/ Block: 1. 60 Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: f YEVI NO LRRoughln Final Do you need a Temp Certificate?: ESNO n Temp Information: (All information re uired)` S 1 Ph 3 Ph Size: [ V A # Meters / Old Meter# New Servi -Fire Reconnect-Flood Reconnect- Service Reconnected - Underground -Overhead # Underground Lateral 1 H Frame Pole Work done on Service? N Additional Information: PAYMENT DUE WITH APPLICATION ?Ay n FormAs �� OFFICE LOCATION: MAILING ADDRESS• Town Hall Annex �oF sorry P.O.Box 1179 . 54375 State Route 25 �o� O. Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold,NY Telephone: 631765-1938 va _he www.southoldtownuy.gov coUNT`I,� PLANNING BOARD OFFICE TOWN OF SOUTHOLD D FEB _ 72018 MEMORANDUM TOWN OF SOUT"OLD To: Michael Verity, Chief Building Inspector From: Donald J. Wilcenski, Planning Board Chairman1�' 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. /E ,SHALL BE 15" CPP WITH A SLOPE OF 07o j • STANDARDS: SPECIFICATIONS SHALL INCORPORATE THE PROVISIONS /FOLLOW UNLESS OTHERWISE NOTED: OF THE AWWA STANDARDS AND/OR MANUFACTURER'S RECOMMENDED , INSTALLATION PROCEDURES. AECTIONS TO BE 4" DR-18 WITH MINIMUM SLOPE g /13E MINIMUM 6" DR-18 PVC OR CAST IRON WITH A • BEDDING: A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED IN THE TRENCH FOR ALL BURIED PIPE. BACKFILL MATERIAL SHALL BE k 1%. TAMPED IN LAYERS AROUND THE PIPE AND TO A SUFFICIENT HEIGHT ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. L ;BE C900 BLUE BRUTE DR-18 PRESSURE PIPING STONES FOUND IN THE TRENCH SHALL BE REMOVED FOR A DEPTH kL. WATER MAIN TO BE 10" WITH 6" HYDRANT OF AT LEAST SIX INCHES BELOW THE BOTTOM OF THE PIPE. 'R SERVICE CONNECTIONS TO BE 1". 0 COVER: ALL WATER MAINS SHALL BE COVERED TO A MINIMUM DEPTH E OF 54 INCHES WITH EARTH OR OTHER INSULATION TO PREVENT f MINIMUM OF 10 FEET OF SEPARATION BETWEEN FREEZING. ' ;EWER/DRAINAGE LINES. • BLOCKING: ALL TEES, BENDS, PLUGS AND HYDRANTS SHALL BE MINIMUM SEPARATION OF 20 FEET FROM SANITARY PROVIDED WITH REACTION BLOCKING, TIE RODS OR JOINTS DESIGNED E 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: SERVICES TO BE INSTALLED BY PSE&G AND D MAY VARY DUE TO FIELD CONDITIONS. ELECTRIC • PRESSURE AND LEAKAGE TESTING: ALL TYPES OF INSTALLED PIPE E HYDRO—ACTION UNITS SHALL MAINTAIN 5 FEET SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE ATION FROM ALL SANITARY APPURTENANCES. WITH THE LATEST EDITION OF AWWA STANDARD C600. • DISINFECTION: WATER MAINS ARE TO BE DISINFECTED IN .R/DRAINAGE LINE CROSSINGS SHALL MAINTAIN A ACCORDANCE WITH AWWA STANDARD C-651-86, OR THE LATEST i SEPARATION OF 18" MINIMUM BETWEEN PIPING. (SEE REVISION, t 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 r REQUIRED FOR EVERY 1000 LINEAR FEET OF WATER MAIN OR PORTION THEREOF. INSTALLED UNDERGROUND. } I Habitable Garage Area Harvest Pointe at Unit Numbers Area (SF) (SF) Total (SF) 77-124 1,999 486 2,485 Cutchogue { 1,3,8,10,12,14, 21,23,26,27,29, Cutchogue, New York 1,33,36,39,41,45 1,599 363 1,962 Town of Southold g s 6,47,49,50,52,54, } 1..58, 59;6$, 72, 76Revision,. Date Appvd. - y _ - 13 TOWN/SCDHS REVISIONS 7/28/17 `AVL 2,5,6,9,'11,13, 12 TOWN REVISIONS 6/14/17 AVL 19,20,22,24, G 5,28,30;32,35,38; 1,Sgg 363 1,962 11 SCDH REVISIONS 4/22/17 AVL 3,_42,44,48;5,1;53, I: __7,60,62,64,66,70,_ 10 REVISED PHASING PLAN PER TOWN- 4/6/17. - AVL 73,74,75 9 TOWN REVISIONS 3/27/17-" AVL- 8 SCDH REVISIONS 3/9/17 AVL 4,7,34,37,43,55, ' "b' 1599 380 1979 ;1,63,65,67,69,71 4V_ Yr �t r`. "§''tea" 3"4' «c:'•;„,�;a� 4- 15,16,17,18 1,999 408 2,407 Issued for Date July 10, 2015 N/A 6,188 N/A 6,188 SUM-1000-102-01-33.3 Drawing Tiale SCDHS Approval Overall Utility lan BUFFOLK"`°;�OII°Y iP� A�T�!°8 4 Y�,9 SERVICES • I. , Przff FOR APPROVAL OF COU ION(FOR a € SIMM2 FAY RESIDENCE ONLY r /Z lo 1.7 d OUS; 16 HS W.NO.APPROVED 2 �1 G 17 fJ d j Drawing Number FOR MAXWUM OF NE�Ii I. t EXPIRES THREE YEARS FROM®ATE OF APPROVAL �0,0 v ®� C 40 ' OW ; g� mSheet of I17 <r" , o ESSIONP .i. Project Number Er 29305.00 i SCDHS Reference # C10-06-0013 NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE J 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 BUILDINGSANOANYOTHERCONSTRUCTION IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY PERSON.ZONALUNLEE GINEERE IS OR LAND SURVEYOR, DOR,To AL E A N ITEM ED IN i PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN REM IN ANY WAY.IF ' AN ITEM GEARING THE SEAL OF AN ENGINEER ORIND SURVEYOR IS ALTERED.THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND ,S I THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH .rI\ ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION �Y COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. ' \ NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. LPREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE V• CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS A i OTHER THAN VISIBLE PERMANENT STRUCTURES COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS J RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN Ii PERMISSION OF THE SURVEYOR OTHIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL / MUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FORANY OTHER 2 I PURPOSE I D CTI DD 1 APR - 32018 0 dQ � oo Cb i' TOWN OF SOUTH®ID .0, '00 'o a � � ��oo � � o co c' o. OF NEV/p, OWID L9 Ly 95- 00 5-00 No.050213 J� �o`L, �'>�� LAND SJ4 O�22 Nk• p0 - 3• G sr •� 3 � 3$59 CJS Dai �0 > > 03-15-2018 FOUNDATION LOCATION 3� Q �'6;, FOUNDATION AS-CONSTRUCTED SURVEY FOR UNITS 123-124 UNIT DESGNATION MAP OF HARVEST POINTE CONDOMINIUM 1 FILE NO.:471 FILED January 09, 2018 SITUATED AT CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S.C.T.M.DISTRICT 1000,SECTION 102,BLOCK 0100,LOTS 49,&50 NELSON & POPE _`--;--• _ I ENGINEERS & SURVEYORS E 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 PHONE(631)427-5665 FAX(631)427-5620 WWW.NELSONPOPE.COM INDIVIDUALSURVEYS DRAWN BY: NP CADD No.: 00026 IS SCALE: CHECKED BY: PE FILE NO: ISHEET NO.: 'I OF'I c V,=30' DATE: 02-23-18 PROJECT NO.: 00026 f 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, e _y PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY (� PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE S 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 COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED O SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY 7�\ ��, ®°\ O0, sG OR R IGEASEMENTS OF WAYS,IF ANY,NOT SHOW ARE NOT CERTIFIED RECORDED EASEMENTS PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, �` ,-. -�• SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS QQPQ(pe- ,, �A .' --s r OTHER THAN VISIBLE PERMANENT STRUCTURES COPYRIGHT(D NELSON&POPE,ENGINEERS AND SURVEYORS ALL RIGHTS 0 �9 'O (�� 2� D° �0 \\ 17J q. RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, 6) RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED 2c� rp\ ,fCn( T Ci CYST GJ� n �O �p (� IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN G O� PERMISSION OF THE SURVEYOR 0lei ro 4z' \ h s `moo, n' P c0�, o �_ p V \ 9� $ 9G�� Oj ��0� s�✓ >> `Fp .O COs r\J\ A p a� Dnp 0�5 < I LLJ N U d. 000 Q �y Soso 3 ate' o Gplb I I- 'Q R=275.00' I U) co L=77.85' 167.99' (ACTUAL) N S52055'20"W �� oR DAv, fi NL11Cj C7 V,' W O rT} 0 9 S 40052'38" E 00 N o TOWN OF 25.43' - '= o I S52055'20"WSOUTHOLD -- 19.37' 03-15-2018 FOUNDATION LOCATION '✓ FINAL SURVEY FOR O I— 09-05-2018 SANITARY AS-BUILT w UNITS 123-124 UNIT DESIGNATION MAP OF LLLLU 11-05-2018 CONTROL MODULE, L _ E PANEL,DRY UTILITIES HARVEST POINTE CONDOMINIUM 1 BDRAINAGELOCATED SCHOOL HOUSE C7 U) 11-14-2018 FINAL SURVEY FILE NO.: 471 FILED January 09, 2018 LANE SITUATED AT 01-15-2019 UPDATE DRIVE INFO. CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S C T M DISTRICT 1000,SECTION 102,BLOCK 0100,LOTS 63&64 NELSON & POPE ENGINEERS & SURVEYORS 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 PHONE(631)427-5665 FAX(631)427-5620 ry WWW.NELSONPOPE.COM DRAWN BY: NP CADD No.;INDIVIDUALS00026 I S SCALE: 00026 CHECKED BY: PE FILE NO.: SHEET NO.: 1 OF'I DATE: 02-23-18 PROJECT NO.: 00026 1'-30' t • NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE \K\/\ PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES.RETAINING WALLS,POOLS. Q�® \\\ 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 jj PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED llJ e \ _(� PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF U O V' AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR ISALTERED,THE G'Pe 'A ALTERING ENGINEER ORLAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND GO THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH �-/ CO ALTERATION,AND A SPECIFIC DESCRIPTION OF THEALTERATION lip COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED S Sk\� SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID TRUE COPY `�Q Q\ s�\\�% 9/2 NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS 0 OR RIGHT OF WAYS.IF ANY.NOT SHOWN ARE NOT CERTIFIED •®' "1 UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED L Q [E � r�, aM� AS TO ACCURACY.EXISTENCE.EXACT LOCATION.TYPE OR USE,ACTIVE OR INACTIVE 39• ' V 0 P� Qi C..J \`9/ ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN �P / \ PLAN DATED 7/21!18.LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED 0 •O, y'(• \\ TYPICALLY IN THE SAME TRENCH.ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS .A�O� �ry9 a ��Q- 0°-I� �,o \ THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP !' CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR 'o �9�a QP ° FEB 1 3 2019 FURTHER DESIGN N IC G tS� G0 p \\ /y 9 r-9A< 9 2!F / �A •�,/J� PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE '� �' �J` S 7\ �j•(�� 0 CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS.WATER COURSES. G�e \\ ERCONDITIONS � CONDITIONS.SOIL VEGETATION, DEBRIS OR ANY OTH OTHER THAN V VISIBLE PERMANENT STRUCTURES G1BUMDIG °�>„ A -n �j� '(• COPYRIGHTO NELSON&POPE.ENGINEERS AND SURVEYORS ALL RIGHTS p \�O `�0' 5 (LQ' \\ TOWN 1'4 OF SOUTH'" OILJ JL�.'" RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING. g5� 01 JO u' p� ty RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED 21� � GO IN OR BY YCOMPUTER OR HER SYSTEM WITHOUT THE PRIOR WRITTEN PERMISSION OF THE SURVEYOR c0 �O� ^�C9 �� ? 9`F \ ADDITIONAL IMPROVEMENTS AND/OR POSSESSION.IF ANY,NOT LOCATED,NOT'(VSO SHOWN GO \\ ALL SANITARY PIPING 4-SDR-35,TYPICAL DD 0 5Q� 2�LA O .p�� P '`t�Q�\ r S ° a 'p6 -9 ,p & 5/ GO Fseyage OUP!B 1'D�-�ARTt69��T OF HEALTH cERVl��3 �2 c•wl;�L T' pis �. '< :0 'C' °� \�\ flVAL OF CONST RUCTED WORKS FOR , s G1P-1\\'5__ ' i 3� , o® �` �P�CI€r FAN!iLY€ ESIJEi+ICE �Q� 's�� \ -lb H.S.WE I�R�. (P7 p20 4 C1 GO „� Q o c� pcsa9 a ld�apv�supply facilities a?tl is toc�'io Have POeer� ceriitled by this D3P'-: to n r Other as-ancies and fraund toORA P41AXIMU1L�OF SI=ORCv�S. rD ®F°OAA-s 10, o a o / �ry �� AVIAST! o S 412 ?OG6✓4"Cit6' nEJp�.lor, P,E,y C ief z s }'r�+ ��as g �o�� (ffsGE Of Ff a CaJaG�1dClcil� Management �0 021 O4,Aq IV ' 03-15-2018 FOUNDATION LOCATION SANITARY ASC NSTRUCTED SURVEY FOR 09-05-2018 CSANITARYROLMODULE, UNITS 123-124 UNIT DESIGNATION MAP OF HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S � 11-05-2018 CONTROL MODULE, UNIT No. HD RREF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA DRAINAGE LOCATED& HARVEST POINTE CONDOMINIUM 1 FILE NO.:471 FILED January 09, 2018 123 R10-17-0177 1,999 S.F. 486 S.F. 2,485 S.F. ' 11-14-2018 DRIVEWAY INFO. SITUATED AT 124 R10-17-0178 1,999 S.F. 486 S.F. 2,485 S.F. ' 12-06-2018 LOCATE ELEC&GAS CUTCHOGUE REVISED EFF.DEPTH TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK 12-19-2018 AND HABITABLE AREA S.0 T.M DISTRICT 1000,SECTION 102•BLOCK 0100,LOTS 63&64 REVISED HEALTH NELSON & POPE SANITARY SYSTEM AS-BUILT TABLE .- 'i� 01-09-2019 DEPARTMENT REFERENCE STRUCTURE NAME TIE A TIE B NUMBERS AND AREA'S c ENGINEERS & SURVEYORS UNITS#123-124 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 ST-1 49.5' 26.0' a PHONE(631)427-5665 FAX(631)427-5620 ST-2 54.1' 25.6' gg�� g�pp WWW.NELSONPOPE.COM LP 74.3' 32.2' (IjUFF.CO.HEAM L�3vo 1��g'�ii, DRAWN BY: NP CADD No.;INDIVIDUALSURVEYS SCALE: 09,FI E O UASTLW sTER WAG k. I 00026 I CHECKED BY: PE FILE NO.: SHEET NO.: 1 OF 1 ' 1°-30' DATE: 02-23-18 PROJECT NO.: 00026 EN yq\ V/.A EN 5+00 zi–i 4*01�I 'TOP �R7-1 JA + R7–XR R7-1 x0o P N R7–XL )V3 LA 00 PROPOSED COVERED 14' x 20' 8-3x PATIO (TYP.) PROPOSED NATURE TRAIL (PERVIOUS PAVERS) PROPOSED COVERED R7–X 15' x 20' Rl 1 PAT10 (TYP.) 0 wi 1 STRIPE CROSS ---CTYP ) PROPOSED 15' x 20' 50' BUFFf3`�111111,41�llel BREEZEWAY FLUSH BBC \—TYPE B–D (TYP.) (TYP-) RAMP R7–X (TYP-) R7–XR N37'13'30"W BELGI JM BLOCK CURB TYP. (SEE PETAIL) R7–X R7–XR I � pLU�i1BER CERTIFIcATlON ON LEAD CONTENT BEFORE CERTlFICA TE OF OCCUPA^1r +r J'APR VED AS NOTED `4f SOLDER USED!N WA TER DATE: B P e?3 -003�74E �UPPL SYSTEM QAIVIVOT FEE:_a&IXCE � BY: ?/1O'OF f% LEAD. NOTIFY BUILDING DEPAR �AT 765-1-802 8 AM TO 4 PM FOR THE, FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED PLUMBING FOR POURED CONCRETE ALL PLUMBING WASTE 2. ROUGH = FRAMING & PLUMBING 3. INSULATION &WATERER LINES NEED 4. FINAL - CONSTRUCTION MUST TESTING BEFORE COVERING BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. TRUSS PL�CAR®➢bVG REQUIRED COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF ELECTRICAL. INSPECTION REQUIRED SOUTHOM TOWN PLANNING BOARD S@�IG'�ES S.DEC All exterior lighting installed,replaced or repaired shall conform to Chapter 172 OCCUPANCY OR of the Town Code USE IS UNLAWFUL WITHOUT CERTIFICATE Fire separation OF OCCUPANCY required as per NYS Code Must provide Manuals Blower door D, J and S as per and ductwork NYS Energy Code testing required. �y 1 A HARVEST POINTE AT CUTCHOGUE 12/18/2018 Screened in Rear Covered Porch Option *(only to enclose rear covered porches on approved plans) Unconditioned Space No Glass Panels or Windows. No Solid Walls No Plastic, Plexiglas or any other Solid Window Covering APPROVED BY Screen Windows only (as shown) PLANNING iSOARD Composite Trim TOWN OF SOUTHOLD Mahogany Frames for Screens DATE I < < 8(2,otR Fiberglass Screen c � Mahogany Framed Door with Screen R302.12 Draftstopping. In combustible construction where there is usable space both above and below the concealed space of a 915.2.3.1.1.1 A carbon monoxide alarm shall be providg9c$8geR p6sto�a�gn i88 a sleeping area, within 15 feet of the sleeping area. More TABLE R405.1 fn 2017 YORK STATE UNIFOR CODE floor-ceilin assembl , draftsto s shall be installed so that the area of the concealed s ace does not exceed 1,000 s uare feet. a rb mon id a m s al b ,�ro e w ere n t . ss r # t o sl re to re than Properties of Soil Classified According to the Unified Soil Classification System F-• PUBLISHED JULY 2017, EFFECTryE OCTOBER 31, 201 PP e y P P + PP y q P Y Y q R31 s.1 '�,'� �' �r ;s oQQ arefi 4�t shy l�) Leh c b�e�n Ie rraetgfialgrydeglg?r, �ppl;cg,oR cod QfOPtiBn �tn�ir�s�ca�a ior{yo fob°rr, Z 2017 NEiN YORK STATE CODE SUPPLEIIIEkT ( Draftsto ;n shall divide the concealed s ace in.o a roximatel a ual areas. Where the assembl is enclosed b a floor avo b 'b Bon o ; a a UNIFIED so±L YORK STATE ENERGY CONSERyAT10 CONSTRUCTIO CODE membrane above and a ceilin membrane below, draftsto In shall be rovided in floor-ceilin assemblies under the followin I�astl ma . las, VOLUME W 2017 NEYV N N 9 PP 9 P 9 9 1.1.7_ n 1 n I r sh I o I d e s hat Fort1#aims , g�boc,dn�noid sr�rc�. SOlL C±ASS!FICATION SOIL DESCRIPTION DRAINAGE FROST HEAVE CHANGE Ii2 +ra�� $ ar�� $ nfi �`>?;�i. ��c c�g��sT,�r�d� c�lalr�� oho m p Ic I s a I oa las I ; sulatioyy�I component$,d livered eaauP SrSTEM POTENTIAL 2017 NEIN YORK STATE ENERGY CONSERyATION CONSTRUCTION CODE SUPPLEMENT (FORMERLY KNOYVN AS THE 2016 NYSECCC, REyISED AUGUST circumstances: 9 .2 .3 tt�dttf��o�rW as al wN�1319�h>?nf�t l'�I�fn` Qf r£tr d , , ;},, g'flaRl adTGrPPSr1Aa Pl'pt� �r cil�)si4KQ, P&8t#LQa In one s�MroL cHARAcrERlsTlcs POTENnAL ExPONSION 2. Floor framing is constructed of truss-type open-web or perforated members. t t d 3 are not covered b GW WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, U 2016, EFFECTWE OCTOBER 31, 2017) t?feritl I tTi1n �dfgK4dlfifi9�tRAti e14#r�t�APIfe rhlt e (i�YdteRlieh@4 0� �itl4.cc�rtrdly Rvft�l tig3rc�{uiRett4dnt ? ( ) Y R 302.1.12.1 Materials. Draftstopping material shall be not less than 1/2 inch gypsum board, 3/8 inch wood structural panels. 1 c 2 LITTLE OR NO FINES G000 LOW Low p 2016 NYSRC (2015 IRC 2ND PRINTING) R316.4 f�r 1481 �bt�I i�r3 L%e§g � l�r%js� cN4ed in Section R316.5, foam plastic shall be separated from the interior of a building by GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, 0 2016 NYSEC (2015 IECC 2ND PRINTING) »1}5.2.3.3.1 800ig®@ g%tr�Tu6t#F4t�-Wn*gq� gMaRr,)pftpEhJq Otn1 WGI rd. LITTLE OR NO FINES GOOD LOW LOW TITLE 19 NOR PARTS 1220 THROUGH 1228 1240, 264 AND 1266 D 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 Z 1 AN R316.5.3 Attics. The thermal barrier specified in Section R 316.4 is not required where all of the following apply: GRouP I sw WELL GRADED SANDS, OR GRAVELLY SANDS, coop Low Low O 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 SECTION R101 1. Attic access is required by Section R807.1. SP POORLY GRADED SANDS, OR GRAVELLY SANDS, � of the floor framing member. 2. The space is entered only for purposes of repairs or maintenance. LITTLE OR NO FINES GOOD LOW LOW U Exceptions: 4. Wood floor assemblies using dimensions lumber or structural composite lumber equal to or great than 2 inch by 10 inch. 3. The foam plastic insulation has been tested in accordance with Section R316.6 or the foam plastic insulation is protected GM SILTY GRAVELS, GRAVEL SAND SILT MIXTURES D ` MEDIUM LOW R101.2 The provisions of the International Residential Code for One and Two Family Dwellings shall apply to the construction, alteration, against ignition using s/a inch gypsum board. SM r 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 SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM LOW F-- two family dwellings and townhouses not more than three stories above grade plane in height with a separate means of egress Section R303 perimeter joist space without the thermal barrier specified in Section R316.4 subject to all of the following: - Gc CLAY L GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM LOW Z 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. se CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM Low 0 0 R303.1 Habitable rooms. Habitable rooms shall have an aggregate glazing area of not less than 8 percent of the floor area of such 2. The densit of the foam lastic shall be in the ran a of 0.5 and 2.0 ounds er cubic foot. ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, () R105.2 Work exempt from permit include retaining walls tlhat are not over 4 feet in height measured from the bottom of the footing to rooms. y P g P P SILTY OR CLAYEY FIND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH Low C 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 suGHT PLASTICITY ❑ 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, 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 R109.1.5.1 Fire Resistance Rated Construction inspection. Where fire resistance rated construction is required between dwelling units or due to ventilation system is installed in accordance with Section M1507. Section R317 Protection of Wood and Wood-Based Products Against Decay CLAYS TO Low 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 R317 All sills and plates on exterior foundation wall to be pressure preservatively treated. panel products are in place, but before any plaster is applied, or before board or panel joints and fasteners are taped and of producing an average illumination of 6 footcandles (65 lux) over the area of the room at a height of 30 inches above the Foundation wood irders: wood irders seated in exterior foundation walls to have min. 1 2 inch airs ace all sides or ends finished. floor level. 9 g / P R404.1.6 Height abov,. finished grade. Concrete and masonry foundation walls shall extend above the finished grade adjacent to the wrapped with aluminum flashing. foundation at all oints a minimum of 4 inches where mason veneer is used and a minimum of 5 inches elsewhere. R303.8 Exterior stairway illumination. Exterior stairways shall be provided with an artificial light source located at the top landing of the P ry 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 R109.1.6.1 Elevation documentation. If located in a flood hazard area, the documentation of elevations required in Section R322.1.10 shall be stairway. Exterior stairways providing access to a basement from the outdoor grade level shall be provided with an artificial light P p against the wall until the wall has sufficient strength and has been submitted to the building official prior to the finall inspection. source located at the bottom landing of the stairway. use of naturally durable wood or wood that is preservative-treated in accordance with AWPA U1 for the species, product, anchored to the floor above, or has been sufficiently braced to prevent damage by the back fill where the unbalanced preservative and end use. height of fill exceeds 4 feet. 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 R202 Definitions: Section R305 accordance with AWPA M4. g Continuous Insulation: Insulating material that is continuous across all structural members without thermal bridges other that Ceiling Height R405.1 Concrete or masonry foundations. Drains shall be provided around concrete or masonry foundations that retain earth and Z " " 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. Draina a tiles ravel or crushed shone drains erfora O 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 het ht. Minimum ceilin het hts of 7'-0 ;n habitable rooms. Minimum ceilin het hts of 6-8 In bathrooms, toilet P 9 9 9 p ted pipe or 9 9 9 9 9 washers, and connectors in contact with preservative treated wood and fire retardant treated wood shall be in accordance with other approved systems or materials shall be installed at or below the area to be protected and shall discharge by gravity U envelope. rooms & laundry rooms. this section. The coating weights for zinc coated fasteners shall be in accordance with ASTM A 153. Stainless steel driven or mechanical means into an approved drainage system. Mezzanine: An intermediate level or levels between the floor and ceiling of any story. Exceptions: fasteners shall be in accordance with the material requirements of ASTM F 1667. Exception: A drainage system is not required where the foundation is installed on well drairned ground or sand ravel 0 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 g mixture with soils according to the unified Soil Classification System, Group I Soils, as detailed in Table R405.1. f' the ultimate design wind speed (Vult) is 130 mph or greater. not less than 30 inches by 30 inches at the showerhead. R 319.1 Address identification. Buildings shall be provided with approved address identification. The address identification shall be legible U) 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 Z R301.1.1 Alternative rovisions. 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 Section 8406 Foundation Waterproofing and D rproof d,f O P out. Each character shall be not less than 4 inches in het ht with a stroke with of not less than 0.5 inch. Where re uired R406.1 Concrete and masonry foundation dampproofing. Except where required to be waterproofed, foundation walls that retain U limitations of this code and the limitations therein. Where engineered design is used in conjunction with these standards, the R308.4 Hazardous locations. The locations specified in Sections R308.4.1 through R308.4.7 shall be considered to be specific hazardous 9 q b the fire code official, address identification shall be rovided in additional a roved locations to facilitate emer enc res onse. earth and enclose interior spaces and floors below grade shall be dompproofed from the higher of (a) the top of the 0Y design shall comply with the International Building Code. locations for the purposes of glazing. y P PP g y P footin or b 6 inches below the to of the basement floor to the finished 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 9 ( ) P grade using a !bituminous coating. 0 hazardous location where the bottom exposed edge of the glazing is less than 60 inches above the floor. or other sign or means shall be used to identify the structure. Address identification shall be maintained. F- e buildin otherwise conventional construction contains structural elements exceedin 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. The space between the excavation and the foundation wall shall be backfilled with porous fill up to a height of O R301.1.3 Engineered design. Wher a g 9 Section R321 Elevators and Platform Lifts one-half of the backfill) 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 code, tlhese 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 see a e wh��s: avoi i 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 P 9 d ng infiltration of fine soils. The remainder of excavated area shall be backfilled with the same type of ❑ be compatible with the performance of the conventional framed system. Engineered design in accordance with the International R308.4.6 Glazing adjacent to stairs and ramps. Glazing where the bottom exposed edge of the glazing is less than 36 inches above the comply with ASME A17.1/CSA B44. soil as was removed during excavation. 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. 1 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 1 hazardous location. class one va or retarder material. If this retarder material is used, R301.2.1 Wind design criteria. Buildings and portions thereof shall be constructed in accordance with the wind provisions of this code using Exceptions: Section R322 Flood Resistant Construction P provide 1 s.f, of venting per 1500 s.f. floor area. [ Install vents within 3 feet of each corner of foundation. the ultimate design wind speed in Table R301.2(1;) as determined from Figure R301.2(4)A. 2. Glazing 36 inches or more measured horizontally from the walking surface. R 322.1 General. Buildings and structures constructed in whole or in part in flood hazard areas, including A or V Zones and Coastal A R408.4 Crawl space access panel to be min. 18" by 24". Openings through perimeter wall shall be not less than 16" b 24". F Zones, as established in Table R301.2(1), and substantial improvement and restoration of substantial damage of buildings and Y TABLE GRAPHI1) structures in floor hazard areas, shall be desi ned and constructed in accordance with the rovisions contained in this section. 0 CLIMATIC ANDD GEOGRAPHICAL DESIGN CRITERIA Section R310 Emergency Escape and Rescue Openings 9 P - h 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 subfloormg. Blocking for fastening panel edges or fixtures shall be a minimum of utility grade lumber. r SNOW DESIGN UNDERLAYMENT FLOOD Freezin Annual EMERGENCY ESCAPE AND RESCUE OPENING PER SECTION R310. (Egress window & window well) desi ned and constructed in accordance with ASCE 24. P y 9 P P g y g SPEED Topographical Special Wind DESIGN FROST LINE HAZARDS g g Subfloorin shall be wood structural anels as s ecified in Section 503.2. Fireblockin shall be of an rade lumber. LOAD (mph) Effects Wind bourne CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP REQUIRED Index Temp R310.1 Emergency es-ape and rescue opening required. Basement shall have not less than one operable emergency escape and rescue R 322.1.5 Lowest floor. The lowest floor shall be the lowest floor of the lowest enclosed area, including basement, and excluding any R502.4 Joists under bearing partitions: Provide 2x full depth blocking ® 48" o.c. max. where beam its not located under wall to Region Debris opening. unfinished flood-resistant enclosure that is useable solely for vehicle parking, building access or limited storage provided that allow for piping or vents. (- zone R310.2.1 Minimum opening area. Emergency and escape rescue openings shall have a net clear opening of not less than 5.7 square feet. such enclosure is not built so as to render the building or structure in violation of this section. R502.6 The ends of each joist, beam or girder shall have not less than 1 •1/2 inches of bearing on wood or metal and not less LU The net Cleo! ,eight opening shall be not less than 24 inches and the net clear width shall be not less than 20 inches. R 322.1.6 Protection of mechanical, lumbin and electricals stems. Electricals stems, a ui ment and coin onents; heatin ventilatin than 3 inches on mason or concrete exce t where su orted b the use of a roved joist han ers. MODERATE SLIGHT TO 10 P 9 Y Y q P P 9. 9� rY P PP Y PP J 9 p E 20 130 No (B) SEVERE: 36" TO HEAVY MODERATE De rees Yes X 1500 R310.2.2 Window sill i i inc Where a window is provided as the emergency escape and rescue opening, it shall have a sill height of not air conditionin lumbin a liances and lumbin fixtures; ducts stems; and other service a ui ment shall be located at or 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 9 P 9 PP P g y q P R502.7 Lateral restraint at supports. Joists shall be supported laterally at ends by full depth solid blocking or by attachment to m above the elevation required in Section R322.2 or R322.3. band or rim joist. R301.2.1.4 Ex osure cote o with Section R310.2.3. P 9 y q P P 9 g g, P 9 PP r P 9 rY Exce tion: Locatin electrical s stems, a ui ment and coin onents; heatin ventilatin air conditionin lumbin a liances and R502.8.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural coin osite lwmber, structural 1. Ex osure B. Urban and suburban areas, woodled 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 lumbin fixtures• ducts stems• and other service a ui ment is ermitted below the elevation re uir d ' P ❑ F P q P p q e In Section R322.2 or lue-laminated memhers, cross-laminated timber members or I-ois size of single family dwellings or larger. Exposure B shall be assumed unless the site meets the definition of another exposure. of not less than 36 inches. The area of the window well shall allow the emergency escape and rescue opening to be fully R322.3 g rovided that they are desi ned and installed to revent water from enterin or accumulatin within the coin onents and g j ' is are prohibited except (where permitted by the o ened. P Y g P g 9 P manufacturer's recommendations or as shown on these drawings. 2. Exposure C. Open terrain with scattered obstructions having a height less than 30 feet extending more than 1500 feet. P to resist hydrostatic and hydrodynamic loads and stresses, including the effects of buoyancy, during the occurrence of flooding M e ds downwind 600 feet from the artiall obstructed area. Includes flat o en count and rassland. R310.2.3.1 Ladder and steps. Window wells with a vertical depth greater than 44 inches shall be equipped with a permanently affixed ladder to the desi n flood elevation in accordance with ASCE24. Electrical wirin s stems are er i R502.11.1 Wood Truss Design. Wood trusses shall be designed in accordance with approved engineering practice & be prepared by a Exposure D ext n p y P ry 9 9 g y t m toed to be located below the re istered truss desi n rofessional where re uired b the statues of the urisdiction in which the ro ect is to be 3. Exposure D. Flat, unobstructed areas exposed to wind flowing over open water for a distance of not less tan 5000 feet. or steps usable with the window in the fully open position. Ladders or rungs shall have an inside width of not less than 12 required elevation provided that they conform to the provisions of the electrical part of this code for wet locations. g g P q Y J P 1 Ex osure D extends downwind 600 feet from the unobstructed area. inches, shall project not less than 3 inches from the wall and shall be spaced not more than 18 inches on center vertically for constructed. p R 322.1.7 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. 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 code shall apply to buildings with story heights not exceeding 11 feet 7 inches and the R 322.1.1tI Flood-resistant materials. Building materials and installation methods used for flooring and interior and exterior walls and wall I _ f by Section R405.1 or by an approved alternative method. coverin s below the elevation re uired in Section R322.2 or R322.3 shall be flood damn a resistant materials that conform to R506.1 Concrete slab on grades 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 9 q 9 - Q exceed these limits as ermitted b 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 thick base course consisting of clean graded sand, gravel, crushed stone, crushed concrete or crushed H F P y soils in accordance with the United Soil Classification System, Group I soils, as detailed in Table R405.1. blast-furnace sla assin a 2-inch sieve shall be laced on the re ared sub rade where tthe slab is below rade. fn shall be provided for the wall or wall framing members where the limits of Chapter 6 are exceeded. Where the story height limits R 322.2.2 Enclosed area below design flood elevation. Enclosed areas, including crawl spaces, that are below the design flood elevation g P 9 P P P 9 9 of this section are exceeded, the design of the building, or the noncompliant portions thereof, to resist wind loads shall be in R311.6 Hallways: min. 36" clear width. shall: Exception: A base course is not required where the concrete slab is installed on well-drained or sand-gravel mixture soils � accordance with the International Building Code. R311.7 Stairways 1. Be used solely for parking of vehicles, building access or storage. classified as Group I according to the United Soil Classification System in accordance with Table R405.1. Z 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 5-mil (0.006 inch) polyethylene or approved vapor retarder with joints loplped 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 square inch for each square foot of enclosed area where the shall be placed between the concrete floor slab and the base course or the prepared subgraide where no base course D Item 1 or 2. The common wall shared by two townhouses shall be constructed without plumbing or mechanical equipment, ducts the stairway at and below the handrail height, including treads and landings, shall be not less than 31 % inches where a handrail enclosed area is measured on the exterior of the enclosure walls. exists. The vapor retarder is not raquired 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 322.2.2.11 installation of openings. The walls of enclosed areas shall have openings installed such that: . O tight against exterior walls and the underside of the roof sheathing. Electrical installations shall be in accordance with Chapters R311.7.2 Headroom. The headroom in stairways shall be not less than 6 feet 8 inches. 1. There shall be not less than two openings on different sides of each enclosed area; if a building has more than one Section R602 Wood Wall Framing 0 34 through 43. Penetrations of the membrane of common walls for electrical outlet boxes shall be in accordance with Section R311.7.3 Vertical rise. A flight of stairs shall not have a vertical rise larder than 147 inches (12'-3") between floor levels or landings. enclosed area below the design flood elevation, each area shall have openings. R602.3 Design and construction. Components of exterior walls shall be fastened in accordance with Tables R602.3(1) through R302.4. R311.7.5.1 Risers. The riser het ht shall be not more than 8 1 4 er su lement. 2. The bottom of each o enin shall be not more than 1 foot above the hi her of the final interior rade or floor and the R602.3 4 . Wal; s'eathin shall be fastened direct) to framin members and shall confirm to the re uirements of Table 1. Where a fire sprinkler system in accordance wiith Section P2904 is provided, the common wall shall be not less than a 1-hour. 9 / P PP P 9 9 9 ( ) 9 Y 9 q fire-resistance-rated wall assembly tested in accordance with ASTM E 119 or UL 263. R311.7.5.2 Treads. The tread depth shall be not less than 9 inches per supplement. finished exterior grade immediately under each opening. R602.3(3)�- - 2. Where a fire sprinkler system in accordance With Section P2904 is not provided, the common wall shall be not less than" R311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not more than 1 ;4 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 2-hour-resistance-rated wall assembly tested in accordance with ASTM E 119 or UL 263. risers. the requirements of this section. TABLE R602.3(1) FASTENING SCHEDULE TABLE R302.1(1) R311.7.8 Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. R 322.3 Coaxial 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. 1. Buildings and structures erected within coastal high-hazard areas and coastal A Zones, shall be elevated so that the bottom IDSCRIP110N I FASTENING (a,b,c,d) TYPE of the lowest horizontal structural members supporting the lowest floor, with exception of piling, pile caps, columns, grade MINIMUM MINIMUM FIRE Exceptions: beams and bracin is elevated to or above the base floor elevation lus 1 foot or the desi n flood elevation, whichever is 1. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE THREE 8D COMMON. TOE NAIL EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE 9� P 9 1. Handrails shall be permitted to be interrupted by a newel post at the turn. hi her. ^ � 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 9 2. CEILING JOISTS TO TOP PLATE THREE 8D COMMON. TOE NAIL Iii vi yyAl� P Y P Y P P 2. Basement floors that are below grade on all sides are prohibited.R 322.3.3Foundations. Buildings and structures erected in Q N a NOT FIRE-RESISTANCE RATED i'5 feet and the walkline radius is not reater than 2 Inches. Each tread shall have a de th of not less than inches at the walkline. coastal hi h-hazard areas and Coastal A Zones shall be su orted on ilin s or columns. 3. CEILING JOISTS (NOT ATTCHED TO RAFTER), LAPS THREE 16D COMMON FACE NAIL o 04 a PROJECTIONS FIRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE >2 feet to <5 feet 9 P g PP P 9 OVER PARTITIONS All treads shall be identical, and the rise shall not be more than 9� inches. Headroom shall not be less than 6 feet 6 inches. ( ) P 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE R802.5.1(9) FACE NAIL TABLE R302.1 2 R 311.8 Ram s. Section R325 Mezzanines EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS R 311.8.1 Maximum slope. Ramps serving the egress door required by Section R 311.2 shall have a slope of not more than 1 unit vertical R 325.2 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 stop of 1 unit vertical in 8 units horizontal R 325.3 Area limitation. The aggregate area of a mezzanine or mezzanines shall be not greater than one-third of the floor area of the 6. RAFTER OR ROOF TRUSS TO PLATE THREE 10D COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE (12.5 percent). Exception:Where it is technically infeasible to comply because of site constraints, ramps shall have a slope of not room or space in which they are located. The enclosed portion of a room shall not be included in a determination of the 7. ROOF RAFTERS TO RIDGE, VALLEY OR HIP THREE 10D COMMON. TOE NAIL 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 WADS 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 325.4 Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section R311. TWO 16D COMMON. END NAIL not to allow passage of a sphere 4 inches or more in diameter. R 325.5 Openness. Mezzanines shall be open and unobstructed to the room in which they are located except for walls not more than 8. STUD TO STUD (NO AT BWP) 16D COMMON AT 24"O.C. FACE NAIL R 312.2.1 Window sills. In 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. 9. STUD TO STUD AT BRACED WALL PANEL 16D COMMON AT 16"O.C. FACE NAIL iii 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 ( ) 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: g g g Y 10. BUILT UP HEADER, TWO PIECES 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL 0 0 0 includin wall extensions throw h and se aratin attached enclosed assessor structures, operable window shall comply with one of the following: 1. Mezzanines or portions thereof are not required to be open to the room in which they are located, provided that the D cn L 9 9 P 9 11. CONTINUOUS HEADER TO STUD FOUR 8D COMMON. TOE NAIL 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. > > > R302.2.2 Parapets for townhouses. " w w w 1. The aro et 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 of Y P P 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 LAP SPICE EACH SIDE OF JOINT) FACE NAIL Exception: A parapet is not required in the preceding two cases where the roof covering complied with a minimum Class C rating located. as tested in accordance with ASTM E 108 or UL 790 and the roof decking or sheathing is of noncombustible materials or approved 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. 14. BOTTOM PLATE TO JOIST OR BLOCKING (NOT AT BWP) 16D AT 16"O.C. FACE NAIL 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 Section R403 Footings aminal inch 51 mm led ers device, after operation to release the control device allowing the window to fully open, shall not reduce the net clear opening area R401.4.1 In lieu of a complete geotechnical evaluation footings shall be placed on rock, sand gravel and/or gravel, sand, silty 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 dembe or sheathing, supported by not less than n I 2 ( ) 9 of the window unit to less than the area re uired b Section R310.2.1. clayey sand, silty gravel or clayey gravel with a presumptive design load bearing value of 2,000 PSF. Do not place footings 16. TOP OR BOTTOM PLATE TO STUD TWO 16D COMMON. END NAIL 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 q Y 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 surfaces adjacent to the wall or walls are at different elevations and the higher roof is Section R313 Automatic Fire Sprinkler Systems R402.2 Concrete: A 28 day minimum compressive strength (f'c) is required at the following locations: 17. TOP PLATE$, LAPS AT CORNERS + INTERSECTION 2-16D COMMON FACE NAIL more than 30 inches above the lower roof. The common wall construction from the lower roof to the underside of the higher roof R313.1 Townhouse automatic fire sprinkler systems. Townhouses having a height of three stories above grade shall be equipment 2. Basement walls exposed to weather: 3000 psi plus 5 to 7% air entrainment g P g P y P 9 9 P P 21. JOIST TO SILL, TOP PLATE, OR GIRDER THREE 8D COMMON. TOE NAIL deck shall have not less than a 1-hour fire-resistance ratin The wall shall be rated for ex osure from both sides. throw hout with an automatic s rinkler s stem. 3. Porch slabs, ste s, and arae slabs: 3500 si lus 5 to 7% air entrainment Z �T 1 R302.2.4 Structural inde endence. Each individual townhouse shall be structural) Inde endent. R313.1.1 Desi n and installation. Automatic residential fires rinkler s stems for townhouses shall be desi ned and installed in accordance R 403.1.4.1 Frost rotection: Bottom of all footin s to be at least 36" below rade. 22. RIM JOIST OR BLOCKING TO SILL OR TOP PLATE 8D COMMON ® 6"0/C TOE NAIL F�•� p Y P 9 P Y 9 P 9 9 W with Section P2904 or NFPA 13D. Exceptions: 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 � H 1. Foundations supporting exterior walls or commion walls. R313.2 One and two family dwellings automatic fire systems. One and two family dwellings having a height of three stories above grade R 403.1.3.6 Isolated concrete footings. In detached one and two family dwellings that are three stories or less in height and constructed 28. 2X LEDGER THREE 16D COMMON AT EACH JOIST OR RAFTER. FACE NAIL t1 5. Townhouses se orated 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 bearing walls, isolated plain concrete footings supporting columns or pedestals are permitted. O O P Y P 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6" o/c at edges and J R302.3 Two-famil dwellin s. Dwellin units in two-famill dwellin s shall be se arated from each other b wall and floor assemblies haAn 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 Anchors e: Wood sole lates at exterior walls on slabs and all wood foundation wall sill lates shall be anchored " W Y 9 g y 9 P y 9 P2904 or NEPA 13D. g P P ROOF, AND WALL SHEATHING TO FRAMING SD COMMON (ROOF) 12 o/c at interior � �j not less than a 1-hour fire-resistance rating whlere tested in accordance with ASTM E 119 or UL 263. Fire-resistance-rated with X inch diameter anchor bolts spaced as shown on the plans and details. Bolts shall extend a minimum of 7 inches into SD COMMON (SUBFLOOR) supports (see note f) LLI 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 except where otherwise stated. Nails used for framing and sheathing 0 Exceptions: dwelling units where the building is of Type V construction. Sidewall sprinklers that are used to protect such areas shall each plate section. Plates shall be protected against decay and termites. connections shall have minimum average bending yield strengths as follows: 80 ksi for shank diameter of 0.192" (20d common nail), Z t be ermitted to be located such that their deflectors are within 1 inch to 6 inches below the structural members and a CO 1.A fire-resistance rating of /z hour shall be perlmitted in buildings equipped throughout with an automatic sprinkler system installed P 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. � in accordance with NFPA 13. maximum distance of 14 inches below the deck of the exterior balconies and decks that are constructed of open wood Minimum Horizontal Reinforcement for Concrete Basement Walls d. 4-foot-by-8 foot or 4 foot by 9 foot panels shall be applied vertically UJ oist construction. W R302.3.1 Supporting construction. Where floor assemblies .are required to be fire-resistance rated by Section R302.3, the supporting J f. Intermediate supports shall be spaced 6 inches on center for.a minimum of 48 inch distance from ridges, eaves and gable end � construction of such assemblies shall have an eqlual or greater fire-resistance rating. MAXIMUM UNSUPPORTED walls and 4 inches on center to gable end wall framing. Section R314 Smoke Alarms HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT 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 (FEET) ❑ self-closing device. Doors from garage into habitlable space: 45 min. fire rated with self - closing device. R314.1 General. Smoke alarms shall comply with NFPA 72 and Section R314. F� <_8 ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY R602.3(5) 2x4 wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of one floor plus 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 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. 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 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 alccepted engineering practice or I- AND ONE No. 4 BAR NEAR THIRD POINTS IN THE WALL STORY where the ultimate design wind speed is less than or equal to 130 mph, 2X6 #2 grade studs supporting a roof load with ~ with Section R302.5. Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R3D2.6 1. In each sleeping room. not more than 6 feet of tributary length shall have a maximum wall height of 18 feet when spaced at 16 inches on z shall not apply to garage walls that are perpendilcular to th.e 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. � 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 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 2�4 inches. Joints in plates 0 o 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 hawe a width not less than the (n :......• • 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. SIZE AND SPACING (INCHES) width of the studs. W : G� 200. R30.9.2: Wall & Ceiling finishes shall have al 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 & ( .L R302.11 Fire blocking shall be provided in wood-framed construction in the following locations: appliance. WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT of DEPTH bored hole limitations for exterior walls and bearing walls, figure R602.6(2) Notching and bored hole limitations for interior U r a 1. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs, as 2. Ionization smoke alarms with an alarm-silencing switch shall not be installed less than 10 feet (3048 mm) horizontally from a (FES (FEIN Do not backfill with any soil containing silt or clay. non bearing walls & figure R602.6.1 top plate framing to accommodate piping. 16 gage and 1.5 inch wide metal tie F- , WALL THICKNESS (INCHES) fastened across and to the plate at each side of the notch with 8-10d nails each side. Follow manufacturers follows: permanently installed cooking appliance. 2 1.1 Vertical! at the ceilin and floor levels. a to t2 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 8 Z NR NR NR W --{ `• 1.2 Horizontally at intervals not exceeding 10 !feet. appliance. 2. At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. 4. R 314.4 Interconnection. Where more than one smoke alarm is required to be installed within an individual dwelling unit in s $ s 0 at NR NR CO � 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 R3,14.3, the alarm devices shall be connected in such a manner that the actuation of one alarm will to 9 6 0 4t 5 0 22 NR Section R302.7. activate all of the alarms in the individual dwelling unit. NR denotes no reinforcing required. ❑ " 4. At openings around vents, pipes, ducts, cables and wires at ceiling and floor level, with an approved material to resist the free Locate vertical bars 1Y4" clear from inside face of walls. The center of bars shall not vary from this by more than % inch. passage of flame and products of combustion. The material filing this annular space shall not be required to meet the ASTM E 136 Section R315 Carbon Monoxide Alarms .. requirements. R315.1 General. Carbon monoxide alarms shall comply with Section R315. LIN 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 dwellling is required at the line of dwelling unit separation. shall be listed in accordance with UL 2034 and UL 217. 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. �"� A 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 . ITS ®�EL 1 1 W 2. Two thicknesses of 1" nominal lumber with broken lap joints. following conditions exist. Q SHEET N 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. 2 4. One thickness of 3/4 inch particleboard with jloints backed by 3/4 inch particleboard. 2. The dwelling unit has an attached garage with an opening that communicates with the dwelling unit. a r 5. One half inch gypsum board. & 2 4 M O D EL A l l y _ Z 6. One quarter inch cement based millboard. 915.2.3.1 One Family Dwellings. C� 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. (n retained in place. LU - COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED TABLE R602.3(3) P2607.2 Pipes penetrating exterior walls. Where a pipe penetrates an exterior wall, waterproof seal shall be made on the exterior of the TRUSS IDENTIFICATION SIG N Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) wall by one of the following methods: � N1101.11.1 (R303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crawlspace walls and 1. A waterproof sealant applied at the joint between the wall and the pipe. PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS Z ULTIMATE DESIGN P PP J P P - - - i S the perimeter of slab on rade floors shall have rigid, opaque ue and weather resistant protective covering to prevent the degradation on W MINIMUM NAIL PANEL NAIL WIND SPEED v ult P 9 9 P q P g P g 2. A flashing of an approved elastomeric material. TYPE CONSTRUCTION, PRE-ENGINEERED WOOD E SPACING (mph) of the insulations thermal performance. The protective covering shall cover the exposed exterior insulation and extend not less CONSTRUCTION AND OR TIMBER CONSTRUCTION O MINIMUM MINIMUM MAXIMUM WALL P2801.6 Required pan. Where a storage tank-type water heater or a hot water storage tank is installed in a location where water leakage � � WOOD NOMINAL PANEL STUD SPACING than 6 inches (153 mm) below grade. from the tank will cause damage, the tank shall be installed in a an constructed of one of the following: . y SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) WIND EXPOSURE 9 P g 6" DIA. U INCHES PANEL SPAN (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 2 (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) #187 0 U 0 e C D TABLE N1102.1.2 (R402.1.2) 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. Z 0," 2 8d Insulation and fenestration Requirements b Component 3. Other approved materials. N w ` COMMON 1.75 24/16 7/16 16 6 12 170 140 135 q Y P R602.3.5 Braced wall Anel 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 agas-fired water heater. L 0 � � p p p p PP ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE ~ 0 > ~ (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 R-VALUE Section U101 Scope EFLECIIVE � ' U .?N� a' forces in accordance with accepted engineering practice. U101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. M C9.1 FRWHITE 6 N>= 1 4M RINE T 0.35 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 " � I= (n . R802.11 Rafter or truss uplift force. Section U102 General Definitions Z V a,.d rn For rafters at 16 o/c in 130mph wind speed. Roof pitch > 5/12 Exposure B 1/4" i 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-Ready Zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a 1/2" O Q w CO Span (ft) 12 18 24 28 32 36 42 48 ( ) 9 P q g solar photovoltaic or solar thermal system. TRUSS IDENTIFICATION SIGN STROKE V Co ° v 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 = uo .T co - insulation o h re requirements of Section N1102.1.2 shall be limited to COMPLIANCE WITH 19 NYCRR 1264 U r- Co 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 from the qU .-. p• / / P 9• P Section U103 Solar-Ready Zone SIGNS IDENTIFYING THE EXISTANCE OF TRUSS CONSTRUCTION SHALL CONSISTS OF A CIRCLE 6'dJ 500 sf (46 mz) or 20 percent of the total insulated ceiling area, whichever is less. c i R702.3.5.1 Screw fastening. Screws for attaching gypsum board and gypsum panel products to wood framing shad 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 m accordance with ASTM C 1002 and shall penetrate the wood not less than 5 8 inch. N1102.2.4 (R402.2.4) Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces such as attics and crawl COLOR.THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR CONFORMING TO PANTONE P / spaces shall be weatherstri ed and insulated to a level equivalent to the insulation on the surrounding surfaces. U103.3 Solar-ready zone area. The total solar-ready zone area shall be not less than 300 square feet (27.87 mz) exclusive of P PP q 9 MATCHING SYSTEM(PMS)X187. O_ R702.4 Ceramic Tile. P4 :h mandatory access or set back areas as required by the International Fire Code. New multiple single-family dwelling (townhouses) Exception: vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration SECTION 1265.4.SIGN OR SYMBOL 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 R1102.1.2 based on the applicable climate zone specified in Chapter 3. three stories or less in height above grade plane and with a total floor area less than or equal to 2,000 square feet (185.8 ms) materials listed in Table R702.4.2, and installed in accordance with the manufacturer's recommendations. per dwelling shall have a solar-ready zone area of not less than 150 square feet (13.94m2). The solar-ready zone shall be THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BY AFFIXED,HO THE ELECTRICAL BOX AT I N T TABLE R702.4.2 N1102.2.8 (R402.2.8) Floors. Floor framing-cavity insulation shall be installed to maintain permanent contact with the underside of the subfloor decking. 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 �THE��RESIDENTIAL STRUCTURE-- PROMDEDHOWEE VER,THAT- IS AFFlXMG THE SSIGN OR SYMBOL TO THE ELECTRICAL BOX NO OBSCURE ANY METER ON THE ELECTRIC BOX,OR IF THE UTILITY Backer Board Materials back areas as required by the International Fire Code. PROVIDING ELECTRICAL SERMCE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SYMBOL N1102.2.9 down(R40o 1 Basement walls. Walls associated with conditioned basements shall is insulated from the top with the basement wall U 103.4 Obstructions. Solar-read zones shall be free from Obstructions, includingbut not limited to vents, chimneys, and roof-mounted TO BE AFF( O TO THE ELECTRICAL BO THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR MATERIAL STANDARD down to 10 feet (3048 mm) below grade or to the basement floor, whichever is less. Walls associated with unconditioned Y Y 14 GLASS MAT GYPSUM BACKING PANEL ASTM C 1178 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 RBDENIIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX.THE FIBER REINFORCED GYPSUM PANELS ASTM C 1278 q U 103.5 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 M 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 CEMENTTTIIOUS 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: l-_ and listed for the fireplace. Where using tight-fitting doors on masonry fireplaces, the doors shall be listed and labeled in U TABLE R703.8.1 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) accordance with UL 907. ( ) positioned at the opposite load end from the input feeder location or main circuit location. Allowable Spans for steel lintels supporting masonry veneer TABLE N1102.4.1.1 R402.4.1.1 P PP (load) P INTERNATIONAL BUILDING CODE. 0� SIZE OF STEEL ANGLE No STORY ONE STORY Two STORIES 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. � °'� (inches) ABOVE ABOVE ABOVE 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 000/4 6'-O" 4'-6• s'-W 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 D EQUATION 16-8 O 1,400/4 a'-O" 5'-0" 4'-6" BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. ( ) least one receptacle outlet is required for each car space in a garage. D + L (EQUATION 16-9) U L5x3.5x5/16 1o'-o" e'-O" e'-o" CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY E 3902.11 Location Of GFCI outlets. All GFCI outlets must be placed in readily accessible locations GAPS IN THE AIR BARRIER SEALED. . D + S (EQUATION 16-10) L6x3.5x1/4 14'-0" 9'-a' 7'-0" , 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. THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS 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 ` 1 J c. Minimum bearing to be 6". KNEE WALLS SHALL BE SEALED. R703.12 Adhered masonry veneer installation. Adhered masonry veneer shall comply with the requirements of Section R703.7.3. WINDOWS. SKYLIGHTS AND THE SPACE BETWEEN WINDOW/ DOOR JAMBS AND FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE 1 THE WORK SHOWN ON THESE DRAWINGS HAS BEEN DESIGNED IN WITH CHAPTER 26 TO 30 CF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE Z � C) R703.12.1 Clearances. On exterior stud walls, adhered masonry veneer shall be installed: DOORS SEALED. ACCORDANCE WITH THE STRUCTURAL REQUIREMENTS OF THE 2015 CATEGORY B. 1:1 INTERNATIONAL RESIDENTIAL CODE AS ADOPTED BY NEW YORK STATE. RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER DESIGN LOADS: ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: [�� 1. Minimum of 4 inches (102 mm) above the earth � ^ R703.12.2 Flashing at foundation. Acorrosion-resistant screed or flashing of a minimum 0.019 inch 0.48 mm or 26 gage galvanized or FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY g 9 ( ) 9 9 9 GARAGE AND CANTILEVERED 2 THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR 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: TABLE R F T ASCE7-10 TCDL = 15 PSF, BCLL=IOPSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED • p g 1 ( ) ( ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS ON PIAN 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 TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 STRUCTURAL MEMBER DEFLECTION and walls closer than 10 feet (3048 mm) to a building on another lot. (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS �1 RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO PER LINER FOOT DEAD LOAD FOR ROOF FRAMING Rafters having slopes greater than 3:12 1,/1 g0 TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN Exception: Walls perpendicular to the line .used to determine the fire separation distance. ) O THE DRYWALL. DRAWINGS SHALL INCLUDE THE FOLLOWING INFORMATION: R703.8.2.2. Support by roof construction. A steel angle shall be placed directly on top of the roof construction. The roof supporting with no finished ceiling attached to rafters construction for the steel angle shall consist of not fewer than three 2 inch b 6 inch wood members for wood construction. A SHOWER/ TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM FLOORS: 40 PSF 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. g Y EXTERIOR WALL I FROM THE SHOWERS AND TUBS. BALCONIES AND DECKS: 40 PSF Interior walls and partitions H/180 2. LOCATION OF ALL JOINTS. � � wood member abutting the vertical wall stud construction shall be anchored with not fewer than three 5/8 inch diameter by 5 inch ELECTRICAL/ PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED UNINHABITABLE ATTIC W/O STORAGE: 10 PSF Floors and ceilings w/ brittle finish L/360 3. REQUIRED BEARING WIDTHS. I- 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 HABITABLE ATTIC W FIXED STAIRS: 30 PSF All other structural members L/240 4.2. TOP CHORD DEAD LOAD. 07 [� 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 1,/180 4.3. BOTTOM CHORD LIVE LOAD. p ["� hhh�: between conditioned and unconditioned spaces. All recessed luminaires shall be IC-rated and labeled as having on air leakage rate ULTIMATE DESIGN WIND SPEED: 130 MPH FROM FIGURE R301.2 4 A 4.4. BOTTOM CHORD DEAD LOAD. R703.8.4 Masonry veneer shall be anchored to the the supporting wall studs with corrosion resistant metal ties embedded in mortar or grout P 9 9 ( ) 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 II 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. minimum tie size= 22 U5 gage. Minimum tie fastener = 8d common nail. Airs ace= Nominal 1" between sheathing & veneer. EAch recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SEISMIC DESIGN CATEGORY: B FROM FIGURE 301.2.2 (exempt from 4.6. CONTROLLING WIND LOADS. ❑ r T '� g g p 9 Exterior walls with flexible finishes L/180 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. F"""� O tie shall su ort not more than 2.67 square feet of wall area and shall be spaced not more than 32" on center horizontal) and C402.4 R402.4.6 Tenant Separation Walls Mandato Fire Separations between dwellingunits in two-familydwellings and multiple seismic provisions of code per R301.2.2) 6. EACH PP q P y (in single-family dwellings townhouses shall be insulated to no less than R-10 and the walls shall be air sealed. g P PRESUMPTIVE LOAD-BEARING VALUE OF SOIL: 2,000PSF Per TABLE R401.4.1 Lintels supporting masonry veneer L/600 7. JOINT CONNECTOR ROTYPEAANDD DESCRIPTION TIONSIZE, THICKNESS OR GAGE AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR > �r N. 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. P4 section R703.8. Systems of building footings. 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. U R703.8.6 Weepholes shall be provided in the outside wythe of masonry walls at a maximum spacing of 33 inches on center. Weepholes shall N 1103.1 (R403.1) Controls (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. I CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. Uj not be less than 3/16 inch in diameter. Weepholes shall be located immediately above the flashing. D ��"��111 N 1103.1.1 (R403.1.1) Programmable thermostat. The thermostat controlling the primary heating or cooling system of the dwelling unit shall TABLE R301.2(2) I C� ' N5QRCES IN THE TRUSS MEMBERS. I-- be capable of controlling the heating and cooling system on a daily schedule to maintain different temperature set points at Door And Window Re uired Design Loads: %ZOOEQ TRE(SI88RENTIATkiU86 61 E95FXDBRAQIN0iELQt�IA0l IG LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF Q R801.3 Roof drainage. All dwellings shall have a controlled method of water disposal from roofs that will collect and discharge roof different times of the day. This thermostat shall include the capability to set back or temporarily operate the system to maintain All exterior windows and doors shall meet minimum wind pressures q g THE INTERNATIONAL BUILDING CODE. U U) 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 structuralpanelsshall be labeled. with a heating temperature set point no higher than 70'F (21'C) and a cooling temperature set point no lower than 78'F (26'C). exposure B, zone 5 (end wall zone) as follows: D (EQUATION 16-8) W U R802.3 Framing details. Rafters shall be framed not more than 1 /Z 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) 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 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 carry and distribute the specific load at that point. Where the N1103.3.1 (R403.3.1) Insulation (Prescriptive). Supply and return ducts in attics shall be insulated to a minimum of R-8 where 3 inches 10 S.F. +18.2/-19.0 +21.2/-28.0 FLOOR TRUSSES SHALL B'- 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 +20.24-26.0 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 50 S.F. +16.3 -20.0 +19.0/-23.0 R802.3.1 Where ceiling joists or rafter ties are not provided, the ridge formed by these rafters shall be supported by a wall or girder where less than 3 inches (76.2 mm) in diameter. 100 S.F. +15.5/-19.0 +18.0 -22.0 TRUSSES SHALL HAVE A MAXIMUM LIVE LOAD DEFLECTION OF 1,/480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF 1,/360 OR .75 designed in accordance with accepted engineenIng practices. Exception: Ducts or portions thereof located completely inside the building thermal envelope. , Table values shall be adjusted for heights > 30 and exposure C or D by multiplying by the TRUSS DESIGN DRAWINGS ,.HALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR T0, INSTALLATION. TRUSS DESIGN 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 DRAWINGS SHALL INCLUDti 1TiE FOLLOWING INFORMATION: adjustment coefficient in Table R301.2(3). members, cross-laminated timber members or 1-joists are prohibited except where permitted by the manufacturer's the 2015 International Mechanical Code (as amended), the 2015 International Residential Code (as amended) of the New York City 1. DEPTH, SPAN, AND SPA.C14G. Plus sign signifies pressures acting toward the building surfaces. r recommendations or where the effects of such alterations are specifically considered. Constructions Codes, as applicable. Minus sign signifies pressures acting away from the building surfaces. 2. LOCATION OF ALL JOINTS. R802.8.1 Bridging. Rafters and ceiling joists having a depth to thickness ratio exceeding 6 to 1 based on nominal dimensions shall be Exceptions: 3. REQUIRED BEARING WIDTHS. supported lateral) b solid blocking, diagonal bridging wood or metal or a continuous 1 inch b 3 inch wood strip nailed across 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. pp y y g g g g ( ) Y P 1. Air-impermeable spray foam products shall be permitted to be applied without additional joint seals. 4.2. TOP CHORD DEAD LOAD. the rafter or ceiling joists at intervals not exceeding 8 feet. 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. I- [,- R802.9 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 4.4. BOTTOM CHORD DEAD LOAD. Iii � - I- - m Connect with tecos for header joist spans of 6'-0" and greater. button-lock types. ABBREVIATIONS 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. Q N o � N o R806.3 Vent and insulation clearance. Where eave or cornice vents are installed, insulation shall not block the free flow of air. Not less N1103.3.3 (R403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage. 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. `" `' a; N1103.4 R403.4 Mechanical system piping insulation Mandato Mechanical s stem I in ca able of ca In fluids above 105'F 41'C A.B. ANCHOR BOLT 6. EACH REACTION FORCE AND DIRECTION. D.S. DOWNSPOUT LT. WT. LIGHTWEIGHT RMS. ROOMS than a 1 inch space shall be provided between the insulation and the roof sheathing and at the location of the vent. ( ) Y P P 9 (Mandatory). Y P P 9 P rry 9 ( ) A.F.F.. ABOVE FINISH FLOOR DTL DETAIL LT. LIGHT REINF. REINFORCING,REINFORCED 7• JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR or below 557 (13'C) shall be insulated to a minimum of R-3.N1103.7(R403.7) Equipment sizing and efficiency rating (Mandatory). ADJ. ADJACENT/ADJUSTABLE EA, EACH LVR• LOUVER RNG RANGE 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 LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLANES. Section R807 Attic Access with ACCA Manual J or other calculated in accordance with ACCA Manual J or other approved heating and cooling calculation E.J. EXPANSION JOINT LT. LAUNDRY TUB R.O. ROUGH OPENING 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. R807.1 Attic access. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that have a methodologies. ALUM. ALUMINUM ELEC. ELECTRICAL R. 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. 9 MAS. MASONRY RISER ANCH. ANCHOR ELEV. ELEVATION RND 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 ROUND 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. N1103.6 (R403.6) Mechanical ventilation (Mandatory) The building shall be provided with ventilation that meets the requirements of the 2015 < ANGLE MAT. MATERIAL be measured from the top of the ceiling framing members to the underside of the roof framing members. EQ. EQUAL .C. SAWCUT 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. International Mechanical Code (as amended), the 2015 International Residential Code (as amended), or the New York City ARCH'. ARCHITECTURAL MAX.MAXMAXIMUM 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 shall be located in a Construction Codes, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have ® AT EQUIP EQUIPMENT MDO MEDIUM DENSITY OVERLAY SCHEM. SCHEMATIC hallway or other readily accessible location. Where located in a wall, the opening shall be not less than 22 inches wide by 30 EXP. EXPANSION MECH. MECHANICAL DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-CEILING automatic or gravity dampers that close when the ventilation system is not operating. SHLF SHELF « z z z z z z 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 EXT. EXTERIOR MIN. MINIMUM SHT. SHEET ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING SHALL O O O O O O attic space shall be 30 inches (762 mm) at some point above the access measured vertically from the bottom of ceiling framing Section N1104 R404 Electrical Power and Lighting Systems 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 in � � in Fn U) members. See Section M1305.1.3 for access requirements where mechanical equipment is located in attics. ( ) 9 9 y BM BEAM M.O. MASONRY OPENING S,g, STAINLESS STEEL MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR-CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: > > > > > > N1104.1 (R404.1) Lighting and equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall MTL. METAL , STEEL - - W W W W W W g Y P P permanently y BTM BOTTOM F/C FLOOR COVERING CHANGE STRUCT. STRUCTURAL / / be hi h-efflcu� lamps or not less than 75 percent of the rmanentl installed lightingfixtures shall contain only high-efficacyMATERIALS: DRAFTSTOPPING MATERIAL SHALL BE NOT LESS THAN 1 2 INCH GYPSUM BOARD, 3 8 INCH WOOD STRUCTURAL PANELS. Section R902 Fire ClassificationBLKG. BLOCKING F.D. FLOOR DRAIN N.I.C. R 902.1 Roofing covering materials. Roof shall be covered with materials as set forth in Sections R904 and R905. Class A, B or C lamps. Exception: Low voltage lighting. NOT IN CONTRACT roofing shall be installed in jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 BRG. BEARING FDN. FOUNDATION NTS SUSP. SUSPENSION CO BRK BRICK (NTS) NOT TO SCALE TYPICAL ROOF & FLOOR TRUSS NOTES: FUR. FLOOR SGD SLIDING GLASS DOOR N 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 D.C. ON CENTER CL F.R. FIRE RATED TB TOWEL BAR METAL-PLATE-CONNECTED WOOD TRUSSES SHALL COMPLY WITH ANSI/TPI 1. THE TRUSS DESIGN DRAWINGS SMALL BE PREPARED AND STAMPED BY R 902.4 Rooftopmounted photovoltaic panels and modules. Rooftop mounted photovoltaic panels and modules installed on or above the replacement without removing permanent construction, other appliances, or any other piping or ducts not connected to the C.M.U. CONCRETE MASONRY UNIT OPER. OPERATOR p p p p p FIRM 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 OPNG. OPENING 762 mm b 762 mm shall be provided in front of the control side to service an appliance. �• FOOT / FEET TGS TOP OF GRADE SLAB * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID photovoltaic panels and modules shall be installed in jurisdictions designated by law as requiring their use or where the edge of ( Y ) P PP COL. COLUMN TG OPT• OPTIONAL TOP OF FOUNDATION WALL M1305.1.3 Appliances in attics. Attics containing appliances shall be provided with an opening and a clear and unobstructed passageway large CONC. CONCRETE FOOTING Typ FIXTURES DURING ASSEMBLY TO INSURE TIGHT FITTING JOINTS. the roof is less than 3 feet (914 mm) from m lot line. pp' g pp' p p g p g y g O.S.B. ORIENTED STRAND BOARD n•P TYPICAL * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS ~ R 903.2.1 Exposed wall flashing required to have a kick-.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 GA GAUGE OZ. OUNCE T TREAD RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN Z not more than 20 feet 6096 mm long measured along the centerline of the passageway from the opening to the Mance. CONT. CONTINUOUS GAV• GALVANIZED 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 ACCEPTFED INDUSTRY PRACTICE SUCH AS 0 G.C. GENERAL CONTRACTOR 2 0 R 905.1.2 An ice barrier/ water shield shall be installed per manufacturers 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 GEN. N 1/S ONE SHELF TRPL TRIPLE THE SBCA BUILDING COMPONENT SAFETY INFORMATION (BCS() GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING & BRACING OF METAL PLATE a than 18 inches 457 mm above the floor in garages. CTSK. COUNTERSUNK GENERAL CONNECTED WOOD TRUSSES. O O m min 4" typical. Apply ice & water shield in fair weather when the air, roof deck and membrane are at temperatures of 40 degrees Fahrenheit ( ) 9 9 . GYP. PC POURED CONCRETE C.O. CASED OPENING GYPSUM U.N.O. UNLESS NOTED OTHERWISE * TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A J o or higher. Ice protection requirements per table R3101.2 1 . Install ice & water shield at all eaves, able ends, his & valleys. On roofs slopes M 1502 Clothes dryer duct maximum length not to exceed 35 from the connection to the transition duct and reduced 2-1/2 inches for PBD. PARTICLE BOARD REGISTERED DESIGN PROFESSIONAL. g P q P ( ) g P Y P CANT. CANTILEVER G L GLUE LAM W w every 45 degree bend and 5 feet for each 90 degree bend. Install booster fan for additional lengths. Clothes dryer exhaust system PL. PLATE less than 4:12, entire roof to receive ice & water shield. shall comply with code section M1502 listed and labeled in accordance with UL2158A. Exhaust duct size shall comply with code C.T. CERAMIC TILE HGT. HEIGHT PNL. PANEL VERT. VERTICAL W w w 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 HDWR. HARDWARE V.I.F. VERIFY IN FIELD E F F S. P P 9 Y P ( ) 9 section M1506. CLG. CEILING PWD. PLYWOOD I� �StQ ��I ltl �EO F�LFtI 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 HORZ. HORIZONTAL,HORIZONTALLY W WASHER U 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 & 2!016 NYSRC. Z underlayment application is required in accordalnce with Section R905.1.1. 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 & 20116 NYSRC. 0 w P g g Area to be exhausted: Kitchen = 100 cfm intermittent or 25 cfm continuous. D DRYER HDR. HEADER PROJ. PROJECT / PROJECTED Vy Vy F WELDED WIRE FABRIC 3. The electrical systems shall be installed in accordance with chapters 34-41 of the 2015 IRC & 20116 NYSRC. U) (- gage [0.105 inch (3 mm)] shank with a mininnum 3/8 inch diameter (5.5 mm) head, complying with ASTM F 1667, of a length to PENNY PSI POUNDS PER SQ. IN. W9 o Area to be exhausted: Bathrooms toilet rooms= Mechanical exhaust capacity of 50 cfm intermittent or 20 cfm continuous. HB HOSE BIB WO OR W O WALKOUT 4. All general notes unless otherwise noted on plans or product specifications.' T z penetrate through the roofing materials and not less than '/. inch (19.1 mm) into the roof sheathing. Where the roof sheathing is / P y DBL. DOUBLE / W cn I.D. INSIDE DIAMETER PSF POUNDS PER SQ.FT. WNDW WINDOW 5. All applicable state & local codes, ordinances and regulations if any. < less than 3% inch (19.1 mm) thick, the fasteners shall penetrate through the sheathing. DIA. DIAMETER P.T. PRESSURE TREATED Lu 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 INGR. IN GROUND 6. In areas where the drawings do not address methodology, the contractor shall be bound to perform strict compliance with ❑ < g 1 INSUL. INSULATION QUAD. QUADRUPLE manufacturers specifications and / or recommendations. U 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 /i inches (38 mm) from the framing member face to which wall, ceiling or floor membranes will be DN DOWN W 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 airchitect and report any and all = g g P I.S. INSIDE CORNER REF. REFER TO REFERENCE discrepancies including an dimensional conflicts, immediate) to architect for corrective measures prior to construction. w W the vertical side wall, the vertical leg of the fllashing 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 Y P Imo_• 0 provided on the vertical sidewall, the base flaslhing 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, � � Iii overlapped not less than 2 inches (51 mm). Drip edges shall extend not less than k 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 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. &5 ................... over the drip edge along eaves and under the drip edge along rake edges. (305 mm) horizontally of the vent terminal. Door stops or closures shall not be installed to obtain this clearance. 12. All work Is to be performed in a professional manner and in accordance with best practice and consistent with manufacturers and 0 �s k ERS G2427.8 A mechanical draft venting system, excluding direct vent appliances, shall terminate not less than 4 feet below, 4 feet horizontally suppliers recommended installation procedures. G ry P Y PP P P from or 1 foot above any door, operable window or gravity air inlet into any building. The bottom of the vent terminal shall be STRUCTURAL CALL. REFERENCE '9 R 1001.1 Mason fireplaces & chimneys to be constructed in accordance with Section R1001 and the applicable provisions of Chapters 3 ® 13. The architect has not been retained to perform framing inspections and / or field inspection. The architect is therefore not responsible U : BE,y 'Q 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 consttruction documents. < v . ,';1 � 0 O R 1003.9 Termination. Chimneys shall extend not less thian 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 Q +� 1 than 3 feet above the highest point where the chimney asses through the roof. FLOOR FINISH CHANGE " " �,, ", m 9 P Y P 9 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 NYCRR 69.5, ENTITLED SEALS", AN ARCHITECT WHO SEALS PLANS, SPECIFICATIONS AND REPORTS" MUST PLACE A STAMPED WARNING ON THE W .n r tc . 1 hour shall be installed with a 9 inch vent termination clearance. SEALED DOCUMENT INDICATING THAT: IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED = '� �®.� ; < Section R1004 Factory-Built Fireplaces The vent terminal of a direct vent appliance with an input of over 50,000 BTU per hour shall be located not less than 12 inches O DOOR / HARDWARE TYPE ARCHITECT, TO ALTER AND ITEM IN ANY WAY. U �� _ R 1004.1 Factory built fireplaces shall be listed and labelled and shall be installed in accordance with the conditions of the listing. Factory from any air opening into the building. '�"� � built fireplaces shall be tested in accordance with UL 127. XX - - - XX BUILDING SECTION �3 . R 10004.5 Gasketed fireplace doors. A gasketed fireplace, door shall not be installed on a factory built fireplace except where the fireplace Section G2439 (614) Clothes Dryer Exhaust XX XX ❑ �8 system has been specifically tested, listed and labeled for such use in accordance with UL 127. # ?� PARTITION TYPE �C-T_� '!C-2 R 1006.1 Factory built or masonry fireplaces shall be equipped with an exterior air supply to ensure proper fuel combustion unless the room G2439.1 (614.1) Installation. Clothes dryers shall be exhausted In accordance with the manufacturers instructions. Dryer exhaust systems � ..•• •• is mechanical) ventilated and controlled so that the indoor pressure is neutral or positive. See sections R1006.1.1- R1006.5. shall be independent of all other systems and shall convey the moisture and any products of combustion to the outside of the Y P P building. J MBER 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 l 6 0 2 3 Energy Efficiency for use in dryer exhaust duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the N1101.10.1.1 (R303.1.1.1) Blown or sprayed roof/ ceiling insulation. The thickness of blown in or sprayed roof / ceiling insulation (fiberglass or manufacturer's instructions. UNITS � � � ®��TLcellulose) shall be written in inches (mm) or arkers that are installed at least one for every 300 square feet (28 m2) throughout W maA)rkers the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with Section P2607 Waterproofing of Openings SHEET NUMBER numbers not less than 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam P2607.1 Pipes penetrating roofs. Where a pipe penetrates a roof, a flashing of lead, copper, galvanized steel or an approved elastomeric 0- thickness and installed R-value shall be listed on certification provided by the insulation installer. material shallbe installed i manner that prevents water entry into the building. counterflashing into the opening pipe serving 124 MODEL All 5 as a vent terminal shall nott reduce the required internal cross-sectional area of the vent pipe to less than the inteto rnal Z cross-sectional area of one pipe size smaller. () W T2 ' I _______ I I --- ------ I __ 01 I COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WHEN NOT ALI6NED WITH RAFTER, to 65-40 X 24'MN CONNECT KING 5TUD5 TO TOP PLATE F_ ATTACM To EACH PAR ROOF FRAMING WRAP 1-1/41X22 6A.6ALV.COIL STRAP Z 65-W X f4"MN OF CPP05N6 RAFTm OVER TOP OF TOP PLATE AND NAIL 2x4 OR 2xb W 6F�T�R� �RAFT� 2x AGQ LEDGER W/2-3/8"x5° LA6 DBL.TOP PLATE b'TOPPLE STUDS ? 0 ROOF RAFTER, SIE PLAN BOLTS o Ib"OG INTO STUDS U 6 SEE PLAN 2X BLOCKING I 0 SIMP50N STftON6-TIE � � ° a A35 ® EVERY RR AT 2 END 5AY5 2X4 STUD WALL OR 51rP.�ON STRQJ6 5�a0N - - TRL%BOTTOM GHORD IN S7RON6BAGK5 SIMP50N H2 CONNE T O '- ° 0) t CEILING JOIST OR &ABLE END TRUSS Z N � 15 -TIE 1`116 SIMPSON 5TRONG-71E H2 8D NAILS �� SIMPSON STRONG-TIE GOR®EA � U � to TYp, 8d NAILS TYP. RDEE STRAPS 5tW1 tE ATTALN�TO EAOM PAR GF Or1'OSN6 RAFTERS. ALTERNATE TO RIDGE STRAP: HH3® EVERY RR a) RDEE STRAPS ARE NOF W4W WHEN CA.LAR TES CF PROVIDE 2X4 COLLAR TIE AT RAFTER To STUD AND KIN65 FOR USE WHEN STUDS AND USE IN COMBINATION ONLY WHEN 57005 AND NC#RdAL p<i OR awt LL ME9R ARE LOY.ATI�N TW_LPP�TMRD cF rte UPPER THIRD OF THE Arne SPACE (WIFEN ALIGNED) • o N} ATTIC,SPACE AND ATTAGt�TO DO PAR OF RAFTERS W/44•-0d NAL5 W/4-10d AT EACH RAFTER) 05-22 STRAP AT I rn RAFTERS ALIGN RAFTERS DO NOT ALIGN _26 FOR EACH STUD,SEF cn !E z - LSU28 FOR 2x8,2X10,OR 2x12 DETAIL 4 z0 Q X = CrF M L Q-u) '- m UJI U O V FRAMED OPENING `� CIO FOR WINDOW OR ❑ U Cl) 0° U 51MPSON STRONG-TIE 2x4 OR 2xb EXTERIOR DOOR m MIDGE STRAP DETAIL / RIDGE STRAP DETAIL LU25 o EVERY GJ STUDS 0 Ib"O.G. No SPECIAL UPLIFT ' M"T CATH.GL65 WITHOUT COLLAR TIES) / (WITH OR WITHOUT COLLAR TIES) U' 2x AGO LEDGER W/3/8'x5'LA6 d ea1e'Asr 2 L-OGATE AT / J NTS. LOCATE AT EVERY RAFTER BOLT® 16"OG INTO STUDS CANNEGTORs REab STRAPPING TO BE I-I/4'X 22 6A. � H N THI5 AREA &ALV.,SEE DETAIL 4/101.ALL 5TRAPPIN6 " GABLE END WALL TO BEAR A MIN.OF 10'ON FRAMING. - --- ---- ------ - - -- - - -re Lrs -TE MI6 / �- '59" tp NAILS ryp.!r OR HIOS " t IJ�.'� F APPI� // PORCH �ROO 87 NAILS NP. FOR USE MEN S�AV USE IN COMBINATION OM.Y WHEN STUDS AND / �O PP I NC DATA I L DETAIL AT ATTIC Z 'RAFTERS ALIGN DO NOT M1.16N B.S.N.TI I N.TS. I � 0 5TRAPPIN6 TO RUN ONTO RIM JOIST,SEE !! \ ATTAIL q/01(ONE 5TORY)OR HALL BELOW(TWO STORY) ONTO STUD ! ROOD RAFTER BURR I GANG TIES I N.T5. LOCATED AT EVERY ROOF RAFTER ` ATT I G •• Z O ST-RAPPI NC DETAIL ' SM POST CR�4. ►2 OR FRAME GONNEGTI ONS o •' I15F E66q�, 4 AT FADS LL (n DI MTs. 2ND FLOOR /� MST-W o Qj� C� s5TRAPP OR 4z)1x PROVIDE 3"X34'X3"HASHER PLATE AT ALL ANCHOR 6oLT5 4-161 FACE NAILS FROM Z C) 4+KTC486g SECURED BY WOOD SILL PLATES. KING STUD INTO HEADER ❑ / GOLUMN P05T TOP ANGHOR 51MP50N PAB OR 55 ANCHOR BOLTS MAY BE USED IN LIEU OF F T STRAP START MALS THREADED ROD W/WA5HER PLATE. Dv U NST" / LOCATE AT EVERY COLUMN/6FRDLR CONNECTION HX LP� N.T5. PROVIDE 5",*X036'6ALV.STEEL PLATE IN ►T"MN / END GF 5710 6-SD NAILS AT CORNERS AND INTERSECnN6 r MALS MN N ' WALLS. 3'XI2'X 036'&ALV.STS PLATE W/ Ll3 iTM ) i ANO�c 12-80 NAIL5 AT AT BUTT JOINTS IN STRA16HT 51MP50N LSTAI2 STRAP W/ WALLS INHERE THEE SNSLE PLATE OR HEADER CLEAR SPAN � � I� 5-IOD NAILS EACH END AT 2Xb KING STUDS ICON): EACH JACK 5TLV I 24'MINIMUM LAP SPLICE TWO FOR SPANS 6 TO 12 FEET CUT L8N6TM \ - PN�LS � ONE AT SPANS IF TO b FEET -I I-- 2 7/S 5/8"A A301 ROD THREADED 6'BOTH ENDS. THREE FOR SPANS 12 To 16 FEET 2X6 JACK STUDS ODA); O BOTTOM PRE-DBJf 3/4'AND I'ROD AT 51MP50N STEEL 5TRON6 WALL,5EE PLANS 12-160 Mx NAILS ONE AT SPANS<V n �t,umniIN. IST FLOOR NAILS AT ALL SPLM TWO AT SPANS FROM V TO 12' w SIMP50N POST BASE 744-_ THREE AT 5PAN5>12 LU (�)NAJ 5 MN N ABU44 OR ABU66,SEE PLAN 2'X3/8"X3'WA5HER PL W/NUT EACH 51DE UNLESS NOTED OTHERWISE ON PLAN �. 05-22 colt STRAP I UPPER STORY SHEAR m - - - MILL TO GIRDER ALTERNATE ANGHOR BOLT DETAIL @XTRIOR WALL ❑ V FLOOR TO FLOOR TIES I l BELOW GONNEGTION w EOR 5ET BACK HALL5 HDU HOLD-DOWNS AND 5TRONC WALL DOUBLE TOP WALL PLATE SPLICE DETAIL HEADER GONNEGTION 4 N T5. LOCrATm AT EVERY STUD i `\ FOUNDATION In"�HIOOKED ANCHOR BOLT w/T' 13 MINIMUM EMBEDMENT OR EXPANSION N.TS. I I✓ 1 V h� \ BOLT W/5'MINIMUM EMBEDMENT N.TS. ►LrS, COL STRAP'LM M 5110TMN6 PROVDE:bd COh610N(0.171 x IV LON6) PALS. I \ N.T.S. COL STRAPS oat3t OD MN15 WME:10d CArMON(AN x V LONG)NALS. I \ (n \\ COLUMN POST BOTTOM ANGHOR Q LOCATE AT EVERY C.OL.UMW eWZM CONNECTION •I � ALLOWABLE HOLES co - Tv MX V&"," 8D NAIL 0 b"0/0 AT ALL PANEL El IGD NAIL®24"0/G Z U WME WLS WLWLVL Headers and Beams 16 IM W/* r� HIP RAFTER, 160 NAIL 0 24'0/6 OSB OR PLYWOOD W 51HP50N HGP HIP Microllam® LVL I Hsu � CORNER TIE ��`N INTERIOR 51EATHIN6 1.3E TimberStrand® and � NOTE:WHERE 24'WIDE MN114H RAL HEIGHT (�) 6 MR N LSL hole zone Parallam®PSL 2 x d iameter of the X depth U WALL RETURN 15 PROVIDED AT ENDS OF I a U3N6TM(1YP) hole zo large!st hole(minimum) BRACED WALL LINE THE 800 HOLD"MAY I I" � BE ELIMINATED. PROVIDE TWO(ONE AT EACH X14, I2"LBJ6TM(AIN) ` 80 NAIL 0 6"0/6 SIX)65-22 STRAPS PER DETAIL 4 IN LIEU OF I 51MP5oN BP wASIN13R o INTERIOR LSTA36 STRAPS SHOWN IN THE DETAIL NAIL SHEATHING TO o AT ALL PANEL ED6E5 d - - -6YP5UM BOARD ( SILL PLATE WV 8d 2X AGQ SILL PLATE 00081.1= o EXTERIOR � - 0 0 I NAILS 0 4'0/G SILL AT RAL BASEMENTS 0 0 0 5/8 DIA STEEL ANCHOR J T'MINIMUM - - - -- 8D NAIL 0 12'0/C,AT ALL Microllam® LVL and 80175 MAX 2�B OG_ 2x b RAT VAIM EMBEDMENT EXTEND BOLTS MIN.T'INTO 65-22 COIL STRAP M SW TO PAIM MEMBERS NOT AT PANEL ED6E5 Parallam®PSL FDK WITH T16MBED HUT t mm. allowed hole zone 3'x 3'WASHER TO EACH BOLT. (2)2 x i ACQ ShPSCN LTP�4 PLATE NAIID TO " middle Y span L57A36 W/IO IOd NAILS PROVIDE TERMITE SHIELD SILL 56P501 COL STM 15/32 055 OR •4 CONTINUOUS BAR 5EAL AND MAINTAIN V MR SILL PLATE RM AND SIL PLATE 0 WO/C AT t,+ai WU r� INSIDE CORNER OUT5IDE CORNER LOCATED 2'TO b" PLYWOOD 5HEATHIN6 INTO STUD ABODE AND FROM WD TO FINISH 6RADE VAl1LY M Nfmwa d 1.3E TimberStrand® LSL allowed Mole zone d r` r, BELOW(2 EACH COPS ) FROM TOP OF WALL � NOTE NIL AS FER TAU 1)V WttM PLAN VIEW PLAN VIEW W r � r.- W Toll=z EXTERIOR v�I� W��I TOP General Notes a N � � N COIL 5TRAP5 UNDER SHFATHIN6 PROVIDE:8d COMMON(0.131 x 25'LONG)NAILS.COIL /\ L / ❑ N M N N SEE FOUNDATION PLAN STRAPS OVER SHEATHING PROVIDE.10d COMMON(0.131 x 3'LONG)NAILS. EXTERIOR GV I NE HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniforrrnty loaded LAY-OVER OR FALSE VALLEY PLATE HIP GONNEGTI ON DEPTH HOLE SIZE headers and beams only. STORY CORNER GONNEGTORS TYPICAL ANCHOR BOLT STUD TO RIM J015T TO SILL PLATE 5TRAPPINC DETAIL HALL FRAMING 4$" • Round holes only 5y" 1%" No holes in cantilevers. (f?nd .T5. LOCATED AT EVERY CORNER tJ N.TS. LOCATION AS NOTED a N.TS. LOCATE AT EVERY STUD I'4•T5• 17 KT, (�N.T S. N.TS. 7%;'to 20" 2" . No holes in headers or beams in plank.orientation. See illustration for Allowed Hole Zone DO NOT cut,notch or drill holes In headers except as indicated in illustrations and tables. A MINIMUM OF TWO BRACED WALL LINES(BW ARE REQUIRED IN EACH DIREGTION OF A BUILDIid6. BHL'S SHALL NOT BE SPACED D(f�STRAP AND W�SIVTHN6 Tl p(fQ•DEP STRAP AND WNL 6HEATHIN6 I I O O O O O O MORE THAN 60 FT APART. HALL5 WITHIN A BWL SHALL NOT BE OFFSET BY MORE THAN 4 FEET FROM A BHL. BML LOCATIONS ARE NOTEt TO 70P OP PONY WALL F U� I I NOTEiTO TOP OF POMP WALL F USED � � <n � U � INDICATED ON FLOOR PLANS - -�� - 2 FT MAX PONY WALL MAY BE I I 2 FT MAX PONY WALL MAY BE I w w w w w w `'�"'R'I DfTIZ t�LtN1IJPl AT 66-W��'® A BRACED WALL PANEL($HP)SHALL BE61N WITHIN 10 FEET OF EACH END OF A SHL. THE D15TAWE bETWEEN ADJACENT PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER � � � Of W Ir WNL DIP PANELS(HYPE A� tDU AS REq W ED6E5 OF BHP'S SHALL NOT BE 6REATER THAN 20 FEET. THERE SHALL BE A MINIMUM OF TWO BW ON EACH BWL EXCEPT AT 0 AT WACFD WALL DETALS C"D. WALLS( I6 FEET LONG MAY HAVE ONE 48"OR LON6ER BHP. BWPS ARE TYPICALLY C5-HSP SHEATHED BRACED WALL PANELS `o m 3 I/2'WIDE LVL HEADER(SEE FLAW o m 6-•100 NALS AT DFFIZ (TYPE A)OR GYPSUM BOARD 6B(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS A5 NOTED ON PLAN WHERE BW TYPES A CONTIHrM TO ONITSIDE OF PANEL N AND B DO NOT QUALIFY DUE TO MINIMUM LENGTH REQUIREMENTS OR ADDITIONAL CONTRIBUITIN6 LENGTH OF BHP 15 REQUIRED. \ LO ® BHP TYPES ARE INDIGATED ON FLOOR PLANS. m 3/8"O THREADED ROD f r ® G5-W5P GONTINUOUSLY SHEATHED BRACED WALL PANELS(TYPE A)SHALL MEET z z NOTE:W✓fERE 24'WIDE MINIMUM RAL HE169 THE MINIMUM LENGTH REQUIREMENTS OF TABLE R6o2.105. NAIL�'MINIMUM WALL GONTIM us iiP4"MIN DEEP HEADER TO CONTINUOUS IV4 MIN DEEP HEADER TO KALI.RETURN 15 PROVIDED AT B05 OF SHEATHING WITH 8d NAILS 0 b'O/G(ED6E5)AND 12"0/0(FIELD)AND PROVIDE 2X OUTSIDE KING STUD(SEE FLAW OUTSIDE KIN&STUD(SEE PLAW FA LL ger GS WLP BRA:Gt37 WALL LINE THE 8008 BLOCKING AT ALL UW_ PANEL ED6E5. PROVIDE 800 POUND HOEDOWN FASTEN J'SHEATHING TO HEADER W1 FASTEN�'SFEATHIN6 TO HEADER WV z HOLDOWN MAY BE ELIMINATED. PER DETAIL Iq OR 20 AT ENDS OF BRACED HALL LINES THAT DO NOT HAVE a 6D NAIL5 0 3'0/G N EAGN DIRECTION a 8D NAILS 0 3'010 IN EACH DIREG110N WALL MIN PANEL W EITHER A 24'MINIMUM FULL HEIGHT HALL RETURN OR A 48"MINIMUM BHP. Q 5IM'5GN L5TA24 STRAP ON BOTH SIDES AND / � LU SIM'SON LSTA24 STRAP ON UNSHEATHED � HE16HT(FT) WIDTH'L' TRIM TOP OF PANEL.AS RMID 2 EACH OF HEADER TO JACK STUD WV 1640D NAILS // FACE WY Ib-IOD NABS 8 28" TABLE 8602.105 MINIMUM LENGTH REGUIREHENT5 OF GS-" z z 01 32' 6 V4•SM ^ m CONTINUOUSLY SHEATHED BRACED WALL PANELS FASTEN TOP PLATE TO HEADER WY 2 H FASTEN TOP RATE TO HEADER W/2 H= ►^TAIL AJAGENT CLEAR MINIMUM LENGTH OF Rows of 161 NAILS a 3ro/c RorLs of 161 NAILS a aro/c o to y P AL STRAPS W n o HE16HT(FT) OPN6 HEIGHT BRACED HALL PANEL11 38 BOTH SIDES R STRAPS PER PANW > (�JACK STUDS MIN.OR PER PLAN U F--� Lij IMPSON 6NW COUPLER NUT <64' 24' (2)JACK 5T1A�MIN.OR PER PLAN 12 42' Q r f x Q BLOCKING AT PANEL E 06ES 51H1P`ON 5W5B STRON6►WAIL 5B Z U ❑ 8 64 TO 80" 32* O BWC.KIN6 AT PANEL EDGES BEACKIN6 AT PANEL EDOE5 80 TO qb 36 H H PANEL,VERIFY PANG..15 PLUMB <64' 27' 6YPSl/M BOARD"6B"BRACED WALL PANELS(TYPE B)SHALL BE PANEL SHALL HAVE A LENGTH t'OF NOT PANEL SHALL HAVE A LENGTH t OF NOT /8'b ANCHOR BMT OR q 64'TO 80' 30" 48'MINIMUM IN LENGTH ON BOTH SIDES OF WALL PER TABLE 0 LESS THAN b'FOR ONE STORY AND 24'FOR 0 LESS THAN Ib FOR 8 FT WAU,18 FOR 9 Q (n �� w FT WALL AN7 20'FORA 10 FT WALL SEE CJ FIRST FLOOR OF TWO STORY APPLICATION NODE:DETAIL APPLIIES TO W ^ 1 O ADHESIVE ANCHOR 80'TO q6' 41' 8602.105. SECURE ki'GYPSUM BOARD WITH bd COOLER NAILS, PLAN FOR ACTUAL LE NSTH. J SEE PLAN FOR ACTUAL LB16TH. f BOTH ENDS OF HEADM Q P-4 Z <64' 30' Dgl5"X IYa"6YP5UM BD NAILS,OR.0018"X Wb'ANNULAR RIN6ED IF WIDTH ro HE16Hi DIMe<sloH15 ARE LL IF WIDTH TO HEI6HT DIMENSIONS ARE / ^ cn • 10 64'TO 80' W. NAILS 6 1'O/G( D6E5)AND l"O/G(FIELD). BLACKING 15 NOT EX.G®ED THEN PETAL IF'TO BE USED. EXCEEDED I}Et DETAIL F TO BE USED. ` L ❑ w J 80'TO qb' 38' REQUIRED AT UNSUPPORTED PANEL ED6E5 WHEN PANELS ARE N INSTALLED HORIZONTALLY. PROVIDE J015T OR TRL5r OR FULL _ - IF CONTINUOUS,HEADER 15 USED OVER U •Partial credit for Panels 3b"to 48"wide Per R602.1052 HE16HT BLOGKIN&DIRECTLY ABOVE AND BELOW TYPE B WALLS. BOTH OPENIN66 THEN MIDDLE WALL "Ll' x ONE JACK AND ONE JACK AND KING STUDS BRACN615 NOT READ TYPIGAL HOLDONN DETAIL AT CONTINUOUSLY SHEATHED WOOD FASTEN Ta6'sHEATHINsroIEACH STUD FASTEN T 6'sHEATHINsro TWO HaNG5Tw5 oa>2"To FRAMED FLOOR STUCTURAL PANEL "CS -TYPE A B GYPSUM BOARD "GB" -TYPE B u- AND SILL W/BD COMMON , AND SILL WV 60 COMMONNA:iL503SOG ~ �- A O O FASTEN TAD'SHEATHING To STUD U V J m I NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 - - AND SILL W/bd NAIL5 a 4'O/C, Z Iii PORTAL DETAIL'G'ONLY APPLIES SIMP50N HIDES HOLD"WV 14-1/4'505 51MP50N HOU2 HOLD"WY b-V4' < < U N.T.S. TO 2 Fr TO 18 FT WIDE OPENItN65. Z 5GR13Q5 N DOABLE END STUD 505 SGRB^5 IF NO FLOOR ABODE. `,� U, ❑ ❑ U TABLE 602.10.3(0$RAGING REQUIREMENT5 BASED ON 14OMPH TABLE 602.10.3(2)WIND ADJUSTMENT TO HDU4 HOIDOt^E1 WV 10-1/415D5 PANEL TO 517 DIRECTLY OMN TOP OF - HIND SPEED,EXPOSURE B,30 FT MEAN,ROOF HE16HT,10 FOOT REQUIRED LEN6TH OF WALL BRACING. 2-1/2'm ANCHOR BOLT OR EXPA 51ON 50a-15 IF FLOOR ABOVE. CONCRETE DI ECTLY ON0N WALL & ..................... BOLT WITH 2'X2')V PL WASHER 1/2'A ANCHOR OR EXPANSION BOLT 51YP�OMN DFTIZ t►CI L'OYJM A7(15-W CRAI® WALL HEIGHTS,AND 2 BRACED WALL LINES ADJJ5IT`1ENT STORY CONDITION ADJUSTMENT 2-I/2 m ANGHIOR OR EXPANSION BOLT WALL BSD PANELS HPU AS W4W BASED ON 5U PPORTIN6 FACTOR OVER G -TERFO DONT o4 BAR DONT N TOP OF CONCRETE CONCRETE 04 BAR CONT IN TOP OF CONCRETE U �i N STORY EHL 5PAGING METHOD 65 #3 TIE OBE 'A ®I AT DRAG WNL PETALS O AMD D. 5HEATHING EXPOSURE CATEGORY ONE STORY G 12 rouwAnaN FOUNDATION FOUNDATION ® S-IOD NAILS AT KM TOP 10 25 55 04 BAR CONT N TOP AND BOTTOM __ Q � �v i x� 0 y EXPO5URE GATE6ORY ONE STORY D 15 PAB5-18 ALUM BOLT OR V THREADED EXPOSURE CATEGORY TWO STORY G 13 ROD WV WASHER PLATE,5�DETAIL 15A71 OF CONCRETE FOUNDATION BOLT 4 OR PA137 LADED)ROD W (/> •�+�� EXPOSURE CATE6ORY TWO STORY D Ib EXTEND WALL SHEATHING OVER RM J015T m I SEE DETAIL 15/0i_4 TOP 20 5.0 10.0 ,�: 70 ® ' OVER ROD 1 WASHER PLATE SEE DETAI fTl TOP 30' ID, 145' ROOF EAVE TO R106E ROOF ONLY 15 FT 1.3 PANE.ED6E FRAMED ROOF EAVE TO RI06E ROOF ONLY 20 FT Ib HAIL PORTAL DETAIL TYPE D ONLY APPLIES To 6 FT TO 15 FT WIDE OPENINe5. (� �iA FLOOR PATS HAS GONIRIBUT'IN6 LENGTH OF 48'TOWARDS 8602.10-%)MINIMUM L.EN6TH WA11 TO BE 115®ON FIRST FLOOR APPLICATION ONLY.PANEL HAS ' _J TOP 40' 010' 185' ROvF EAVE TO RI06E ROOF+I FLOOR 15 FT 1.15 REGI)IREMENT5 FOR BRACED HALL PANELS AT BRACED WALL LINE5. WALL TO BE CONTRIBUTN6 LENGTH OF 48'TOWARD5 R602.103(V MINIMUM LENGTH SIMPSON TO DETERMINE �R I BN61Hl D 6N TO ❑ -\1_10 `y R- EAVE TO RIDGE ROOF+I FLOOR 20 FT 1.3 1�7!7N FIRST fLOOR APPUf.ATION ONLY. R6G811RB4ENT5 FOR BRACED WAIL PANELS AT BRACED WALL LINES. ZE NO ANGHOIR BOLTS FOR ACTUAL HORIZONTAL DE5116N WIND LOAD AND CONDITION , + TOP 50' IIA' 23.0' ROOF EAVE TO RIDGE ROOF+2 FLOOR IS FT 1.1 :.. F..... . :.:..LY.... ...... ROUT EAVE TO RIDGE ROOF+2 FLOOR 20 F7 NP TOP b0' 13.0' 215' WALL HE16HT ANY STORY 8 FT OA CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL "ABW" SIMPSONI STRONG WALL NUMBER 3/e'm ANCHOR BOLT OR : : HALL HE16HT ANY STORY q FT OA5 ADHeSIVEANGHOR BOTTOM of 2 10 s.o 105 P�ffi6w ANY STORY 11 FT 1.05 C FRAME "CS-PF" DETAIL - TYPE C D "MFH�" D TAIL - TYPED DETAIL - TYPE E =TTTHALL HE16HT ANY STORY 12 FT I.IBOTTOM OF 2 20' 01.0' Iq.O' Z 023 tf NOT TO SCALE PER FIGURE 8602.10.6.3 NOT TO PER FIGURE 8602.10.6.2 (DINN1MZ OF BWL PER PLAN DIRECTION AT STORY 3 13 OT TO SCALE PER FIGURE 8602.10.6.1 �ScAEERED METHOD W BOTTOM OF 2 30' 13.0' 275' NUMBER of BW.P82 PLAN DIRECTION AT STORY 4 1.45 Q SHEET NUMBER : � : N1htBER OF BWL PER PLAN DIRECTION AT STORY 5 OR MORE Ib BOTT0M0F2 40 11.0 3bo (21 BRACED WALL PANEL DETAILS _ GYP BD FINISH OMITED FROM INSIDE FACE OF BWP 1.4 W HOLDOHN DETAIL AT SLAB BOTTOM of 2 so' 21.0' 440' APPLIES TO METHOD C5-H5P ONLY c Z 2O N.T.S. BOTTOM OF 2 b0' 25.0' 525' eP(P BD FA5TENIWv ANY APPLIES TO METHOD 6B ONLY STORY 4"o/G of D 1 NOT TO SCALE UNITS 12 3 (MODEL A & 12 4 (MODEL Al l W Q COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED U) z E 0 TYP.DTBRR WAL 6".4"x4"ftam 0 2x4*amwm @ 04.- z FWW Sam 4 0 4--d uo) MOISES TO ALIGN L V41 1 ; 0 Fmxmi > � RIDGE //F pm pm vTIbox6xb F- . . . . . . . . 'TO ALIGN z PY'rfar OR Eek co T'Ei C6 Lo Z ROSE VERr ne TRN c)-u) -6 0) W TYPICAL ROI HIM CEILIW < uj m C? ARLHITICLIRAL.SHIN6LE5, BEYOND rxiv rmw C, 154 FELT VVERLAYMENT 1/2'PLYWOOD 5HEATHIN6 6'AZEK TRIM HAFVIPLANK 12 PLywoop gunm El VCl) ................ HORIZONTAL 10 6*AZEK TRIM c) rx4'TRN DIENTIL BLOCK#0TI 0 f2 BY TYPON'OR 155111,10L -IVIL 12 6'AZEK TRIM 12 DIENTIL BLOCK JIDTLII BY'FYPf EQUAL 12 6'AZEK TRIM I b. 0 LLD] 12 , . . b. J Ll Lj OH. . . . . . . I'x&I AZEK RAKE BID w 6'AZEK TRIM BWROOM#Z_ GABLE END DETAIL fill III III I III I %,AI IN 3'AZEK TRIM(TYP) 6*HIGH BLIND N.T.S. 12 I IN b'AZEK FLAEHIN6 z ROOF BREAK AI.I RAKE BD NV � � TRIM ��_ ,�,® Al BLIND I'll"m b'HI6h BLIND :)Ovz L rx 3-mm :IN j6wE TRIM(TYP) T STANDIN6 SEAMI I I if 1 11 11 vv;—, cv TI MAL ROOF ----------- I�l 11 TI 111 Ixb FASCIA W. T-, UIT:F-,F BEDROOM#2 PL HT PL HT AIII -1-1 T-T-11- -T z 7 0 A,kZE lir. 113111 ITFTFTI t I 1 77 it tj I I I t 11 If 1 11 1b-AZEK it 11 1 1 1 H I OH. FRIEZE!BD. ILL Ln OH. T 11 7 T11-r7= 77-7 b"AZEKL/ !E FREE Mi. O cn Z Qj� C) it zp 9 1? El Lj - r-IIIIi Ix AZEKTRIM -TF ii ii ± II II FIN. ST; -R-4— ---------- L wommlw-TIF FISriFIRST LINE ELE, oV L I - — — — — — — — - - — — — — — — — - 10-5WARE W46 PERMA CAST I W P.T.POST WITH VMPSON OC62-3/6 POST CAP ANCHOR 1 I I I 6.6 P.T.POST N4 SIMPSON 56ARE H546 PERRA CAST Ga"4463&2 W 5WARE SIM PSON ABLIbb POST BASE M52-a/b POST 446382 W 5WAREA4 I O .. HAT CAP 4 BASE(OR EQUAL) (TVP-ALL CAOLM) 5HP50N Aftft !I=A !BASE(OR EQUAL)PRO'VIDW COLW SKIT KITEE CAORNER "TO AM COLD-") CIOLLIMN TO 13E w I PRGTOM W SPLIT KIT I I I u) E3 LINFIN.05W FLOOR w O — — — — — — — — — — — — — — — — — — — — — — — — — — — —L — — — — — — — — — — _ _ _ _ _ _ _ _ _ _ 1, _ _ _ _ _ _ _ 1 _ _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —— — — — — — — — — — — — — — — — —— — — — — -- -- — — — - - - - - - - L - - - - - - - - - - - - - - FRONT ELEVATION FRONT ELEVATION 36 = 1-0 3Ab P-0, UNIT 124 UNIT 123 z w MODEL A 1 - 15 (HOLLY) MODEL A (LAUREL) 0 RIVIOE5 TO Al-16N—N RID6E VENT RIP6B TO AL16N NMI RIDGE VENT APPLY ICE 4 WATER SHIELD IN FAIR Ms WEATHER 14f41EN THE AIR ROOF DECK AND '- -=�HARDIPLANK 6'AZW TF HIffIBRAM Aft AT TB+ERAn4;iE5 OF 40*F .5 OR H16HE R bi 1- 00 & 12 1!R S C'i ci 17 Cli 7 < Cq N r-- CN co INSTALL ICE#WATER SHIELD 3'AZEK TRIM(rT) MML BLOCK .. ............... 10 . I . : I . . 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E6W:55 PROVIDW W SPLIT KIT ru -6-R-211 BATT5 WINDOW 2015 IRC,-r72471h I _u VENTING 5Y5TEM TERMINATION LOCATION: cn THE!VIENT TERMINAL OF A IDM VIENT APPLIANCE NTH AN di MIT OF IOPOO BTU PER IHM"OR LE55 5HALL BE -j CD LOCATED AT LEAST b"FROM ANY AIR OPENING INTO A 1-- B5MT 5� WILDIN9,AND 9"AN#PPLIANCIE WITH AN INPUT OVER lopoo m L Lt FLOOR — — — — — — — — — — — — — UM PER HOW BUT NOT OVER 50POO BTU PER HIM 51HALL BE z z I E E —1 INEiTAUM NTH A q INCH)VERr TERMINATION UEWAM AkV 3: AN APPLIANCE WITH AN MIT OVER 50POO IBM PER HOUR Z < < < SMALL HAVE AT LEAST A 112 INCH VENT TERMINATION m 0 CLEARANCE THE!BOTTOM OFTI-E VENT TERMINAL AND THE AIR (D I 0 INTAKE SHALL BE LOCATED AT LEAST 12'ABOVE 6RAVE C/) ..... ............. I -REAR ELEVATION -REAR ELEVATION W � a� �ERr c�cy 5A6, 1'-0 3 P-0, 2015 IRI-R312.2.1 IN DHIELLINS LINIT5,M3;E:THE TOP OF THE SILL OF AN OPERABLE WINDOW OPE NIIIN6 15 LOCATED LESS THAN 24" < 0 ABOVEM FINII FLOOR AND GREATER THAN-MI ABM En m --q THE F1NI%W GRADE OR OTHER SURFACE MjOH ON M UNIT 123 UNIT W -4r�EXTERIOR OFMWLDIW6�THE OPERABLEWINDOWSHALL 124 COMPLY WITH ONE OF THE:FOLLOlo*rm OPENINGS THAT WILL NOT ALLOW A 4 INCH D*ETER810 TO PASS THROUC-H THE 01 IN ITS LAR6E5T OPEI ID ION. MODEL A (LAUREL) MODEL Al POSIT 15 (HOLLY) 0 FALL FREVEMON DEVICES THAT COMPLYCOMPLYNTH A67H F 2040 0 IV EW Yo ME WINVA OPENINS CONTROL DEVICE AFTER OPERATION To RBZASE THE CONTROL DW(E ALLOWING THE WINDOW TO ................................................ FULLY OPEN,SHALL NOT RZEDLIGE!THE NIFT CLEAR OPENING B NUMBER AREA OF THE HINVW MIT TO LESS THAN 53 SWAM MET. w . . 2016023 (1) UNITS 123 (MODEL A) DUET CLUSTER SHEET NUMBER z & 124 (MODEL Al - 1 5 ) ELEVATIONS (D cl) w COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED RIDGE VENT c/) I— "FIRE RETARDANT z PLYWOOD SHEATHING LLJE 2'xb'RID6E BEAM U 12 12 � � � 12'UPPER GABLE 12'UPPETt GABLE 12 F_ 712 n n Z w U WLD{0UT BUILD-0UT 2 Xb RR O RIDGES TO ALIGN ® I b'OG. F_ _� c°0 BLOCK BLOCK - ? . 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OH{ b'116H BLIND RELATED!REQUIRED ACCESSORIES. LEADERS .:::.1 :::.:: .::.:: :::::: ?::::. :.:;:: .::. :. OH. qn qn flASFIM6 in - SHALL BE MIN 25c3,021'6A116E W CLIPS! G - -.11.,"...”� 6-0" AWAOR5. CAULK 4 SEAL ALL JOINTS. PTTGi .....wrv: . .. ROOF a COVERED Lit 13 Lt 6UTTER5 MIN.VbWT.PROVIDE PVC. ROOF 0 CADVERIED PORCH BEYOND r 1 RECEPTORS 8'ABOVE GRADE TO RECEIVE -r.�- .. '. _ :. PORCH BEYOND X(j• 5OFFIT BEAMS, Ix8 FASCIA BD LEADERS(GL05ED GAP DESIGN). :.. :::.: ?+_ -�:: .., _ ® 16' Z :.www. .. .w� ... �� 12.d�._.w. :.,,1..ar:r-�°°°- !,:r...:.:.:;.�r.,..-:,. ;:,.ar.r�.�r.rc.. 2n r _r 4 O COV.PORCH _t ..r.a.. ... VINYL SOFFIT BRD �• PL HT GARAGE HIT 6 PL HT BEYOND „"' PL HiP�RCHH OVER ' U �. _.._......... ...._,... H 11 Ill ! Ill Hill 1 11 OH OH _ ; n I i rs FRIEZE BD. '. I if _- - OR _ w J -=I_- --_- I I I O �1 Ll rs ., a ' 4 ! ...i...A.r IF I i ! 5 HALL O 6ARASE \W. ,.. 4!` i i O q i t I - ,.. COLUMN a COVORED11 P PORCH I BEYOND I i If IhIllf I I O I ' I I I z ` ' J I I11 11 1 1 11 11 a..,..l. :. ,...w.:. M FIRST FLOOR LINE FIRST FLOOR INE FIRST LINE !,, :,.rak,s,.t,. . FIRST LINE Ix4 AZEK TRIM I I HOUR RATED EXTERIOR I I I ( I I J FIRST FLOOR LINE BEARIN6 WALL e I I I I I I I I b ~ A55EMBLY-5EE DETAIL: I AIJ 1r3 1Q, I I I I I I I I I I 4'P.GONG.5LAB w cn CD I- I - - - - - - - - - - - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - I uNFINBSMr INFI BSMTFLooR I - - - - I - - - - - L' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ � 1 BREEZEWAY SECTION ° w0 NTS. SFT 5I DE ELEVATION ON BREEZENAY 51 D� RICHT 51 DE ELEVATION � LEFT L - � � U 3/16 I-0 3 6 I-0 UNIT 123 UNIT 123 z U w MODEL A (LAUREL) MODEL A (LAUREL) 0 0 RID6E5 TO AL16N 10'-0'MIN. RID6E5 TO AL16N RIDGE VENT RIDGE VENT HARDIPLANK 12 -'�*-"_ :-;-r s,.- -+ 4.y! p� 55 12 D 12 — - \ 12 HORIZONTAL 51DIN6 - : 1 Nj HORIZONTAL 511)1% 4 6UTTETZS E LEADERS 9� r 5�_ ? � 1"� �'� �55 12 ALL 6UTTER5 t LEADERS SHALL BE 19,"XID ~ MITE ALUMMIM A32'MIN GAUGE C�'T ERS '-" �' - !� co SHALL BE 5'SEAhLE55,0.6.STYLE W ALL ,• + Lp�L,a�� ,,., iv 7 N - RIDGE V@NT RELATM �LEADEi�, 4 - A _. _41 10 06 IPS 4 �_.. .. -1 :. GAIAK t SFAL ALL JOINP5 PITCH 12_ RIDGE VENT < N N C7 " N ANC.HO . _._._..___�..__... GUTTERS MIN I/8'/FT.PROVIDE P.VG. �•� RECEPTORS 8'ABOVE 6RADE TO RECEIVE RIDGE VB1T , liI' LEA09Z5(Gl-OSED GAP DE51 -, ,-1_ „!.>�.• _..a ,,: .., �:., _ � .,.p--�+---..^^^-'?�rr'k+:� ,•,yi:_. - '"^'^'i ...J,,.,. .. CLERESTORY r ? 4«-.-x 12 12 T�,..� GLEREST m WALL BECOND �cy .: .,d- -fes r- TAU KAU �`_r-�+-�,i:Y WALL BEYOND ".. .. .a� ._ + i; 12 BEDROOM#3 ...rr=:.x. ,,.eey..., .Tri.::.r.�.,.w=�....r.i-A..�r,,;;=.w.=-y rr+.-...±:.r..:6:�r.r=.-: .,5::...i. .:=+r.,.::�.:,.�?_.a,�r_.,.-r='- ?,:..r.:,... ROOF 0 GQ1/� (n 6ABL� PORCH BEYOND Z OH. i.�d,�- Z Z Z Z Z a NB FASCIA BD. � -r `"� - " - 0 0 0 0 0 0 12 <n in co u) <n v) - = -- _,_ T --- MSTR 8R F L HT BRKFST PL HT - - BEDROOM 02 PL HT 1'-0' 1'-0' ON. OH. OH.• N GARAGE PL MT11 1 1 ill It I-0H' 1 i 8'AZEK Iit ill 11 11 HIT I I ' rr -, I I FRIEZE BD. 11 - I I I 11 J,i=- - - I I I Q 4 WILL BEYOND 1 - I I Ti' MASTER BEDROOM I - s 1 I R GOLWIN 0 COVERED Q 1 1 COLUMN 0 GOVETT2 I I Q Q Q I I GARAGE 4 W FRONT PORCH BEYOND i 1 PORCH BEYOND COL"0 CO'VB2ID BEYOND � U i t PORCH BEYOND 1 1 ° I I c7 II II 1111111 1111111 if fill Ill 1111111 11 1 !1 1 1 111 fill 1 11 1 I ( O m i —^I I I I 1 w O Ow FIN. IST FLOOR FIN. IST FLOOR FIN. IST FLOOR ! - � Y ELEY= O'-0" �__.� _.. .___..._ .R ELEV= O'-0" ELEV=O'-0' ___.._._.-.....---.._......_ .__ FIN. FLOOR w rrU iu W I Q � U d Ix4 AMCTRIM I I l I I Ix4 AM'TRIM ( I I I (.� as i I HOUR RATED EXTERIOR I I I FDI I I I I FRONT 0'01'"^ ow COVERM w z A55ENBLY-5EE DETAIL: II I I I I I I I W I I I I I I I I I 2015 IRG-62427.8(503b) ❑ w I I I i I VENTING 5Y5TEM TERMINATION LOCATION: _ co THE VENT TERMINAL OF A DIREGT VENT APPLIANCE WITH AN W I INPUT OF 10,000 BTU PIER HOUR(3KW1 OR LE55 SHALL BE LINFIN,05MT FLOOR - - - _I1NFM BSMT FLOOIR LOCATED AT LEAST b"FROM ANY AIR OP84 NS INTO A - -1 - - - - - BUILDIN6,A 4 D 5IxHH AM APPLIANCE WT14 AN Wn OVER IO,CODO ( m _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _- - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ = = i - BTU PER HOUR BUT NOTT OVER SOPOO BTU PER HOUR SHALL BE Z INSTALLED WITH A q INdCH VENT TERMINATION CLEARANCE,AND z w AN APPLIANCE WITH AN MM OVER 50,000 BTU PER HOUR Z < < U SHALL HAVE AT LFA5Ti A 12 INCH VENT TEMNATHON z U O U CLEARANCE THE BOTTI OM OF THE VETT TERMINAL AND THE AIR INTAKE 5HALL�LOCATED AT LEAST 12'ABOVE 6RADE U) ............. w S7Ep R16HT 51DE ELEVATION (BREEZEWAY 51DE) LEFT 51DE ELEVATION � R°E��r �F�o 2015 IRC-R3122.1. U 3/16' = I-03 b = I-0M DWELLING UNITS,HH®RE THE TOP OF THE SILL OF AN _ �y OPERNBLE WINDOW OPINN615 LOCATED LE55 THAN 24' ABOVE THE FINISHED FLOOR AND GREATER THAN 12'ABOVE N r = ,. THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE -I \ /+ m EXTERIOR OF THE BUIUDIN6,THE OPERABLE WINDOW SHALL -� UNIT 124 UNIT 124 GON ENN65 T°�� 10A A 'OPBJMGS THAT WLL.NOT ALLOW A 4 MGN DIAMETI3R SPHERE TO PASS TIRO"THE OPENING M ITS LARGEST OPENED 81 0 f FALL PREVBdT10N DIEVICC.ES THAT COMPLY WITH ASTM F 2040 ❑ ? /v F l/V Y gyp. MODEL A 1 - 15 (HOLLY) MODEL A 1 - 15 (HOLLY) MEHNDOWOPENIN6 CONTROL DEVIGEAFTER OPERATION TO RELEASE THE CONTROIL DEVICE ALLOWING THE WINDO'N TO ... ................................................ HAZY OPEN,SHALL NTr FM)CE THE NET CLEAR OPENING AREA OF THE PINDOW UNIT TO LESS THAN 5.1 SWARF FEST. J B NUMBER . . 201602 3 w UNITS 123 (MODEL A DUET CLUSTERSHEET NUMBER ) IL & 124 (MODEL Al - I 5 ) ELEVATIONS Z w 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED vJ Z LlJ E Z) 1�1 COU 0 di O ZLL � U B O L- A p 0) _ A-6 A =3 05 7. li U .� U > ;: q' A G � �N AI-b Alii oN ),- (n !E 2.2Z - I 54'-2' Zi n s c° rn 54'-2' AI.I X M Q LIJ iv r? a N 2'-0' 52'-2' ❑ _ ti �J M r cM 9'b' WF-10' LINE OF REAR GM WALL 0 UNIT UNE OF REAR GEEK TYPICAL PORCH SLAB a 12'-6' IS'4' 9'8' 14'-8' WALL 0 UNIT W 5'2' 4'-4'MD. 5'-4' •4'PL.SLAB(MN 3500 PSI GI,., I'-2' 1'-O' •EW`R�NTH AO �5'2' 4-,4'M.O. 4'WIDE JOIST $FAT. (-A SEAT O •En b' 8' �.-0. s - - to -o _ cr- 2 2 FDI 4 I ? WHb0Y4 FDI - �- (?)2X10 P.T. o .� 4 2x12 FLOOR JOISTS (n TYPICAL PORCH.SLAB � � � I Ib", v j 016 OL. II z p HD T'k' 8' T-0' 0. •4'PL.SLAB(MN.3.:00 PSI GONG) HID •..,� O HD - Q Q ;.; . r� l 4'WiJE JOIST SEAT. 11 HD RBHFORC.®W7H bxb,IOAO WWM. _._. ... . .o DIREG71/ENT HEAnNG EGll11P. O - , — — — 1 I °-1 I (r I TA.SEAT ENP/=(-JI'-I�• '? 2 to {q eEilwrAum ruTH •TARP t FILL 70 q5%DESITY - - - f d SLAB SEAT O I,-0■ 8' tt' 10 (� PRJANCa<' (2)2X10 P.T. I ( I I I _4 I THE TYP.BEAM POCKET WRAP -- M RffDTEGTED - O lo' lo'8' - 15-10 I I I I I ;ti, I EN05 OF 6OR W/ALUMINUM AT 4 == = = 1_ COMBUSTIBLELn n g 2x12 (FLOOR JOISTS 10` POCKET OR ALL SIDES DE 1/2'AIR FD1 -Q Q Q INDICATED ON of APPLIANCE � / AND IN THE MANUFACTURERS ^/'1 I I - - 1N5rALL4n 1 RJSTRUGnoNs. 1O. Z 2x12 FLOOR J015 I) ry 2k 10' - o I6'OL. 10' Ib'-8' q'�i' 13'-0' ' e I6'OL. c N SEAT - 4'WIDE J015T SEAT. - - ;I,, 1 O' 4'q" 1'-0" ( �I I 1 TD.SEAT ELEV=(-)I'-I}' I �� J ( r i i fi 1WITH DAMPROOFINE ON 2'P.C.FOUNDATION HALL 4 PROVIDE i FI AIREl 4'WIDE JDIS� n I FDI I - as 24k 12'PL.FoonNs y INTAKE TO H4EGI EQUIP I` SEAT.TD.SEA 11 - - - fi ' I I \ j �I ° I J 2x12 FLOOR JOISTS " PER CODE w DIRECT VBIf HEATING EQUP. I II ELEY=(-)I-1• I TYP. POCKET WRAP ENDS OF u ypcl2 FLooR Jol 151 I I 2x12 FLOOR J01575 I 6DR ALUMINJM AT POCKET OR o 16'OL. I I(' I I ( e 12'O.C. P HOT H TER r Acpl LAIYF CLEARANCE APPLIANCES PROVIDE FRESH A _ _ _ I j I I r 1 INSULATED A5 r6t LOCAL , I , I I / �,�sok I III I (�' FDI I . PROM I/2'AIR SPACE ALL SIDES e I Ir SHALL BE INSTALLED WTH THE INTAKE TO HEGHI IP CLEARANCES FROM UI•FROTEGTED PER GORE - }) COMD6nBLE MATERIALS As WI Q (- - - -1 10' - -1 J�J _ _I I FT6 NA1U r �I I L I Ir INDICATED ON THE APPLIANCE LABEL ALL EXPOSED RIOT HATER _ _ I - FDI I J q'-0' 14'-0' - - 15'-8" I I I ( 10' AND IN TIE MANIFAGTURERS PIPING d DUCTS T BE I( I _ II'-10' INSTALLATION INSTRUGnONS. IHISULATED AS PER LOGAI- I I ` j I f I "-' DA5FED LINE INDICATES 4 _ b'q" 3'-10' 6'q'`r o y r L J TYPICAL SLAB�P51 GONG) I I O CODE �._ _-. __�. ..� e u I 14 FIRST FLOOR WALLS ABOVE ry y, I I I � ( TION HALL 10° __ _.._.� RGI-8' I ` 4 y I �o...._. I Q 10' - I 1 z FIAS�HICPoF LI 1 7E5 POLYEDFi@t VAPOR BARRIERS r� ( �'PDAMPROOFA IN6 ON 20'Spl; I 1 T 1 1 I� IT'4' f -1/ \ q'b' 136' FDI L J II t� KAL �! M�n� J L _ - _ p � Q - be •4•GohPAGTEI7 GRAVE.BASE v I ICJ'PL_FO(7TIN6-RAYL - w w �" 7= Ily 1148FORFLY 6RADfi)STONE W/A ?� 1p E�Ev�a� I U - - - MAX 517E A66RfSATE oFJ<i'- ( 1- Q 2x12 R J01 T5 2x12 FLOOR JOISTS L_j �_ _'�c12 FLOOR JOISTS 2x12 FLOOR JOISTS + - ,— — -�� —� I I I6'OL. 0 I6 OL. —o I6'OL. I 0 Ib'OL. \ I I \ GOHPAGT TO-5%DIN151TY) p _ _ _ _ 4 (2)3�'01 �VL 4'NUDE JOIST i •e'O'GEILJN6 Hr. (I ml 1➢ I FLU5H 6DR L J (2)34%1?LVL FLUSH 6DR SEATIiE .TA.JOIST , '1R 1O CLOSED mL 1* SPRAY FOAM r , _ I I m IG 1 IIP –✓ L J �s ur+� uL.eea _ _ uNvt�BEAwNG wr�L neovE — — - x I I I E T _ _ F-1-1 n ; , x �' / i n '-- - , u .. 10 ELEV-(-)I'-I�' I r -I r -1 ML ALONG MOE FAGF OF FIND. L f ❑ 10 _ �1=I 15-8 — q-5 - 13-7 - I L (?)2X1�_FLO LVL 6DR wV i S ftt L Hr aR DRAPB)BI ANTxT2 - - / m 1� V DIA STEEL COLUMN r , x 1 \ r(A 1z `� % ([ R13AATION I -._..A -_ 4'NUDE JOIST ON 3Ok Sok 12'DP PG I % 2' HOT HATER PIPINS -0' 10" 9'-0' i I I- J / 1O'-4� 7-3-4-- J NO/ORE HEAEATINING DUGT5 TO SEAT.TA.SEAT 4'WIDE JOIST INSULATED AS PER N Y5.CODE Q I I ELl'V= FT6 NA14) L -!- J \ ru'- -I SEAT.TD.SEAT r I 2x12 JOISTS 4"IL 5,�•�7' 1G I L_ - - _ J I1 6OL. � j p r \ I_ _ _._ _ - I �.._��_ _._. _. - 2x12 FLOOR JOI 15 4- �. — — TYPICAL BASEMENT%M 4 P05T AB L 1 \ o I6'OL. (�' 4 STUDS WITH I �I •4'PL.5LA8(MN.2500 PSI GONG) ,p � n I FDI \ 1 [� �...._ _ _ I IBAJRRIER � \ I I �.�� - ` - 51LL PLATES BATTE •ao6 ML POLYHZIHB BE VAPOR 6'-I" 4' 3-4 13' 8` - 2-0' \ - _ - - T- L J •4'corPacT®6RAva BASE 'xll�'LVL _ o I I g _ -.- _ _ - - SILLS 0 Ib' I 1 FDI I¢ (� I (INIFORHIY GRADED STORE Hv A r , I I = _ I Q _ - _ , 1.'OfTYP. 2 FJ L -J z ` MAX SIZE A56R6GATE OFN- 2X1 FF?, L m v o I WITH .FOMOFIN6 ON - _ 2xl 2 FLOOR J01$T5 ry 1- - �I COHPALT TO�s DBA5ITY) Jolsrs 'd ( Ib'x 8'DP PSG.FOOTING4 -0 - y12'PL.FOUHA)A11oN W 8'-0'CEILING HR. 1 HID + 10.UNFINISHED BASB�IENf I I FDI UP 12R 4'NUDE JOIST h I _ - _ _._ _ ._ __ __ _ I 2 PT.FURRING STRIPS - WALL WUiHH GI O�,ED GEl SPRAY FOAM - - - _ - ■ I 9 8 4 SEAT.TA.SEAT R15U ALM ASIDE FADE OF FIND. b - - - WITH 2 STYROFOAM N P 4 / ®ED HALL Hn INS ON FDI _ U zt- f ! (r� 7 m u� ELEV-(-)I-IY 51 8 P.G.FOUNDATION WALL I �� LB�J ( 20'-10' INSUL.(R=10) g• 2' 3' q, 1 5'O 4' q'}l' FOOTING II'-4' 10" O N WNls F111 HT OR DRAPE7 BLMKE7 TAJ4 ELEV._ - 1- - - - - INSULATION ° - - 0+-0• WITH DAMPROOFI%ON •ALL E)POr�FIOT HAIM PIPING 4 P.T.5TW5 , = Ibk 8"DP PG.FOO TNG I � % 4 0 NO/OR HEATING GVGT5 TO BE WI 3-Ye (R-0) 2" g' 13'8• 5'-2' 2'-0' g' i ■ - Ir IN5U.A113)AS PER NYS.CODE B TTS AND SILLS u� 4 4 I its CORNER KEBABS W/ 4-0 I) ' L J 0 16,OL.TYR r CORNER W/ 4'-O• I ° ° 5 LE65 0 MIDPOINT OF - -- — — �• Y I-�__ (3 2x12 FJ LE66 0 MIDP01 OF I FDI 4 2x12 FLOOR JOISTS FOIRdDAl10N WALL d I'-6' o ry 'v FOUNDATION d I'-i' (�1 fr �l I FROM TOP d BOMOM. I - 2k Io• ry 0 16,OL. 2x12 FLOOR JOI 15 2x12 FLOOR 515 _ Ll., li CL��J SLAB T ' e I6'OG I ! o 16,OL i FROM TOP d oM. I — — — — I N 2X6 FLUSH WITH TOP lo' II'-lO'`n I'4' 8'-I' 4" UP 12R I I a OF FJ 0 12'OG. I r L 1 2'PT.FURRING TRIPS •4'PL. IMIN P51 GONG) '- r I in 5'-0' q' 3'-8'm I 4 WITH 2 5 AM ( HBTN bA0 WJ4M - a INSIA_.(R=10) •TARP t TO DBL�iITY I iv b' I 0' g" b' 4'HIDE JOIST I I Q F I I ( U TYPICAL QARA6E SLAB SEAT (-)I'SAT r I I M-XGAVATED TYPICAL �y I I •4•PL.5LAB(MN.3500 PSI CONW I 1'b' 1'b' TYPICAL PORCH 5LA13 Iii 1 .0 REOFORt�WITH 6x6,IOAO WWM, • N N r N 4'P Y 3500 P51 GONG) RE 6x6,10/10 H A Q •4'PL.SLAB 041N 3500 P51 GONG) � _Q 'TMP t FILL TO�6%DBRSITY °D L11 O Q REMt-mm WTH 6xb,(DAO WWM ( ( • LOPIE&6 BE SLAB DOWN 2' I - _ •TMP 4 FILL TO c1 DENSITY o cv M aj �i 2x12 FiDOR JOISTS `r O B TYPICAL PORCH -' 2k b' I •TOFF t FILL ro qS6 DBiriITY ;�@ SLAB SEAT •SLOPE GARAGE SLAB DOYN 2' S A 10' 3'-10' a I6'OL. 5$, 3'-10"`r I-0' •4'PL.SLAB(MIN.3500 R'-0=- TOWARDS 6ARAa DOOR FD1 P 4 PSI GONGJRBHFGR W 2X6 FLUSH I G ( I G b 6 NTH bxb,IOAO HKM. in I M-6 A{7 TOP OF WALL I v FDI • TAW t FILL TO q5% WITH TOP OF ON=-I'-2' — __ ....• __.. __ _ ... ve6try FJ 0 12 OG. I 20'—IOn 1 S., P P - �• O • NO � I 3 3 g• i cid Q FDI FDI q 4'HIDE 1015T 6 m L •.._ .._.__ _....... ._ __. _..^_-_._.c.. I `r O p p U p O m SEAT.TD.SEAT FDI ARAB L _ J 2'-2' 8'-0'M.O. I'-lo' 8'-0'M.O. 2'-2` 2'-2' 4'6' 8' 4'6' 2'-2' 0 0 v) o o 0 4 3 AB — Lo ^BAB uj W W w w w Q - FDI 3 22'-2' S'-0' 14'-0' 13'-0" ENERGY 1.ENERGY CODE STANDARD:PRESCRIPTIVE PATH AND ALL SECTIONS OF ENERGY CODE AS FDI LINE OF FRONT GARAGE WAIL 0 UNIT 124 EY APPLY TO MERGY CODE ARE BEING o I'8' 8'-0"MD. I'-b' I'-5" 8'-0'M.O. I'-T' N 54'-2' uo 2.ALL N PL WITH THE 2015 INTERNATIONAL ENERGY o CONSERVATION CONSTRUCTION CODE THE AUTHORITY HAVING JURISDICTION SHAT BE PERMITTED TO DETERMINE AN ENERGY EFFICIENCY PROGRAM TO EXCEED THE ENERGY 3'-10' 7'2' 3'-10' II'-2' 11'-0" EFFICIENCY REQUIRED BY THIS CODE 3.A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND POSTED ON A WALL IN THE SPACE WHERE THE FURNACE IS LOCATED. CERTIFICATE SHALL COMPLY A B WITH IRC N1101.14. 14'-10' Ir'2' 22'2' A b A$ H 4.ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHERSTRIPPED AND INSULATED TO LEVEL LZL,I EQUIVALENT TO THE NSUU110N ON THE SURROUNDING SURFACES 5.INSTAU ATION-THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE SHALL BE 54 2' 7r Ir cl. D 'BREEZFYJAY c CO INSTALLED N ACCORDANCE WITH TFE CRRERIA LISTED IN TABLE 402.4.1.1 WHERE REQUIRED BY CODE OFTICIA,AN APPROVED THIRD PARTY SHALL INSPECT ALL } COMPONENTS AND VERIFY COMPLIANCE. LLI w 120'-4'OVERALL > Y 6.TESTING-BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED HAVING LESS LL) o U bi THAN OR EQUAL TO 3 ACH50 IN CNA,5,6A TESTING SHAT L BE CONDUCTED BY AN Q �� 2 Q APPROVED THIRD PARTY. z U D 7.DUCTS-SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED 70 A MINIMUM A G I Ur OF R-8 AT S OR GREATER N DIAMETER AND R-6 AT DUCTS LESS THAN 3'IN AI-b AI-6 AI.I c/) �? DIA 6A DUCTS SEALING-DUCTS,AIR HANDLERS AND FILTER BOXES SHALL BE SEALED. 8.DUCTS TESTING-DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY AN APPROVED THIRD PARTY. 9.BUILDING CAVITIES SHALL NOT BE USED AS DIUCTS OR PLENUMS. ; ❑ II��--11 IONECHMICAL SYSTEM PIPING INSULATION CARRYING FLUID>105F DEGREES OR UNI:. 12 4 UNIT 123 _ <55F DEGREES SHALL BE INSULATED OElf 0 WITH R-3 MINIMUM. 1= ". MEGHLANIGAL VENTILATION SHALL MEET,HE REQUIREMENTS OF THE IRC/IMC MODEL A I - l 5 (HOLLY) MODEL A (LAUREL) z wzw12EQUIPMENT SIZING-PER ACCA MANUAL S,BASED ON LOAD CALCULATED PER ACCO 3 -i MANUAL J AS PROVIDED BY A THIRD PARTY HERS RATER. z K U 1311GHTNG-A MINIMUM OF 75%OF PERMANENTLY NSTAllID FIXTURES MUSE HAVE 2 U) - M� LAWS. FOUNDATION PLAN FOUNDATION PLAN RESPONSIBILITY � ....... _. �. ............. 14ALL HVAC,PLUMBING AND ELECTRICAL SYSTEMS SHALL MELT THE IRC GRAPIER 11 L•LI �G�S ENERGY EFFICIENCY,NTERNATONAL MECHANICAL CODE,AND INTERNATIONAL ENERGY CONTRACTOR 3/16"=1'-O" 3/1G"=1'-O TONSUBW II N D�THE�N,CI BE gJUTIONS,DRAWINGS,OF WRI WRITTEN ATH]( 7HE MECHANICAL,NR CONDITIONING,VENTILATION,HFATNG SY5TElAS(NEW,D WNG OR UPGRADED)STAMPED BY A PROFESSIONAL ENGINEER IF REQUIRED BY THE OWNER OR (n m y BUILDING DEPARTMENT. -� i 15.ADDITIONS,ALTERATIONS OR RENOVATIONS:SHALL.COMPLY WITH ECC 2015. T� ^ UNALTERED PORTIONS OF EHE EXISTING BUILDING IS NOT REQUIRED M COMPLY WITH THIS CODE X10 ❑ 'VeW Y�� 16JAINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE HEATING AND COOLING SYSTEM N ACCORDANCE WITH SECTION N1103 CONTROL SYSTEMS. i 17AI EXTERIOR WALVFLOOR/CEILNIG JOISTS 914L BE AIR SEALED AND NSULATED N ACCORDANCE WITH TABLE R402.4.1.1. APPLY A FRESH BEAD OF CAULK TO THE TOP AND BOTTOM PLATE NMEIMATELY PRIOR 7O INSTALLING INTERIOR GYPSUM WALL BOARD. OB NUMBER 2016023 AB DENOTE-5: HVA,En" m�� '-''TO 6E PgO'AD®By';SEAT GENERAL GONTRAGTOR5 AND%eCCV;T AGTOR5 TO REVIEW Q SHEET NUMBER 'VIA.ANCHOR BOLT USED A5 HOLD DOWN HD HOLD DOS MULTIPLE(LVL GIRDER GONNEGTIONS: THESE GoNSTRUCT1oN DOGUMENT5 UPON RECEIPT FROM UNITS 12 3 (MODEL A) DUET CLUSTER Nc4 xy cONT&Is SNALt, ARCHITEGT AND REPORT ANY AND ALL DI5GREPANGIE5 = 5�DETAIL'Orn•5HI3=7•D-I •GOPPLY W MANIAC 5` 1=0R ALL(MULTIPLE LVL GIRDERS,LA6 BOLT HD DENOTES: •MS=T SIZING 6UDe_"E5 HN HEAT t COOLNS EaWMDfr ME S ALL NOT DOEM LWATIONQ " " INCLUDING ANY DIMENSIONAL CONFLICT5,IMMEDIATELY TO z •MANML 5'AND MNAW_'D'Caft NCE Ck REIFIGATE SHALL DE SUBM TED WOM GO BWED A&ANCHOR IST$e TOGETHER.' W/ 1/2 BOLT5 0 2'-0" OL.,2 MIN, ARCHITECT FOR GORREGT1VE MEA5URE5 PRIOR To FOUNDATION PSEE VET H47U How DOWNS w 04)�'so$ � FROM TOP a BOTTOM, I MIN. 4" FROM ENDS GON5TRUGTION.DO NOT 5GALE DRAWIN65.DIMEN510N5 SHALL � 124 (MODEL A1 - 15 )5ff DETAIL 9q'/SHEET DI MIVt1AL'J'NJAG LOAn cAL cu ORIGINS PRovroaZ 13r HBtS UZATBL BE GALGULATFD AND NEVER SCALED UNLESS OTHERYJISE NOTED. 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J A BATTS NO BL.ANIQW: -MINERAL FIBER OR 6LA55 FIBER IF511LATIOR 3-5/6 IN.THICW,PRESSURE FIT TO FILL WALL CAVITIES HBETWEEN H� eLA95 FIBER 3/16"=1'-0" LIVING AREA= 1,670 50. FT. 3/16"=1'-0° LIVING AREA= 1,62q 50. FT. 05N 0T BE F�WIIT.HWIAIJIMI�NIMFIFFOL OR KRA T PAS ASND TO HACM AVE A MIEN�MTY OFF00q PrFF(TY OF MIN R-B ^ m 6ARA6E AREA= 456 50. FT. 6ARA6E AREA= 442 50. FT. MW SN IMAL PMa SFEATFINB-MIN 7/Ib IN.THICK,4 FT NDE WOOD STRUGTILRAL PANES,MN GRADE'+r-V OR'SHEATHIN6'. Q Q Q IN5TALIM NTH LONG DIMEN51ON OF SHEET(STRENGTH AXIS)OR FACE 6RAIN OF PLYWOM PARALLEL WITH OR PERPBD101AR TO Z GOVERED PORCH AREA= 256 50. FT. COVERED PORCH AREA= 281 50. FT. STUDS.VERTICAL JOINTS GERTEI ED ON STUDS.HORIZONTAL JOINTS BACXM NTH NOM 2'BY 4 IK WOOD BLOGKIN5.ATTR W TO (D o o U) STUDS ON EXTERIOR SIDE OF WALL NTH bD CEMENT COATED BOX NAILS SPACED b R O)C AT PERIMETER OF PARIS AFD 12 TK OG - ALON6 NTB2bR 5TUD5. U) ......... ... ............................ b.EXTMWR FACINGS-INSTALLED N AU ORDAWE WITH THE MAKFAGTLIRERIS INSTALLATION INSTRUCTION5.ONE OF THE FOLLONN6 w �S ERF EXTERIOR FACIN95 IS TO BE APPLIED OVER THE SHEATHING, ❑ �G O,9 G.WOOD STRUCTURAL PANEL OR LAP SIDING-APA RATED SIDING,EXTERIOR,PLYWOOD,05B OR COMPOSITE PANES NTH VENEER 2015 IRC-R3I2 2.1 FACES AND STRUG GROOVED AND LAP R FS I OR APA STANDARD PRP-108,INC.LIIDINI6,TEXTURED,ROUGH SAWN,MEDIUM DENSITY �y y IN VAH.1IN6 UNIT5,WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENIN615 ;,;- � LOCATED LESS THAN 24'ABOVE THE FINISHED FLOM AND 6REATER THAN 12'ABOVE THE NOTE: WOOD SPECIFIED IN UL RATED DE516N5 ARE MINIMUM SIZE5.LAR6ER DIMENSIONAL - < n STUDS GAN BE 5UB5TInMV. FINISHED 6RADE OR OTHER 5URFACE BELOW ON THE EXTERIOR OF THE BUILDIN6,THE OPERABLE WINDOW%HALL COMPLY WITH ONE OF THE FOLLONN6, 2 ~ •OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO PA55 THROUBHH THE MULTIPLE LVL GIRDER GONNEGTIONS: OPENl%N ITS LARGEST OPENED POSITION. NOTE: UL#356 15 IN COMPLIANCE WITH FIRE�RESI5TIVE�RA?IN65-AN51A L- A5 PER�R302 3. �w MOTE V': •FALL PREVENTION VEVIGF5 THAT COMPLY NTH ASTM F 2OgO ❑ U r 0 1 FOR ALL MULTIPLE LVL 61RDER5,LAG BOLT •ALL DRYIR5 TO BE VENTED (THE WINDOW OPBNNG CONTROL DEVICE AFTER OPERATION To RB-EA5E THE WMROL TOGETHER W/ I/2" BOLTS® 2'-0" OL.,2" MIN, TO OUTSIDE AIR PR CODE I)EVICE ALLOWM THE WINDOW TO FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR 1 '.W Y O ALL WA5FER TO BE OPENING AREA OF THE WINDOW UNIT TO LESS THAN 51 SWARF FEET. ONE HOUR RATED EXTERIOR FROM TOP 4 BOTTOM, I MIN. 4" FROM ENDS PROVIDED NTH MAN PANS WALL RESISTIVE ASSEMBLY NUMBER A- 3NTS. 2016023 2015 IECC SECTION R 403.3: 2015 IRC-62427.8(503.8) L j.j NOTE: GENERAL CONTRACTORS AND SUBGONTRAGTORS TO VENTING 5Y5TEM TERMINATION LOCATION: EF = T FAN' REVIEW THESE C.ONSTRUGTION DOCUMENTS UPON RECEIPT -SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO A MIN.R-8 2015 IEGG SECTION R,402.4.1.2: THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN INFUT SHEET NUMBER PROVIDE SPRAY NOTE: �'` HD= HOLD DOWN 50 GfM CONTINLIO6 DR AND DUCTS OUTSIDE THE 7T RMAL ENVELOP SHOIA D)3E MIN R$. AN APPROVED#QRS RATER TO UNITS 123 MA DUET CLUSTER a ® 20 CFM GONRMTTE FROM ARGHITEGT AND REPORT ANY AND ALL OF 10000 BN Rii FLOUR(3KW OR LESS SHALL BE LOCATED AT LEAST FOAM INSULATION IN ALL WINDOW5 SHALL BE STAIR MANUFACTURER TO DE516N 5TAIR5 TO DISCREPANCIES INCLUDING ANY DIMENSIONAL CONFLICTS, -5EALIN6 15 MANDATORY FOR VZT5,AIR HANDLERS,AND FILTER BOXES. PERFORM AIR INFILTRATION,DUCT b'FROM ANY AIR OR3AN5 INTO A BUILDING,AND SUCH AN APPLIANCE NTN ) 0- GARAGE CEILING® MEET ALL APPLICABLE GODE5 AND TO -JOINT5,5EAM5,AND CONNEGTION5 SHALL COMPLY WITH 5EGTION M-1601.4 LEAKAGE,AND COMBUSTION SAFETY AN INPUT OVER 10AOO BTI1 PER HaIR Bur NOT OV R 50,000 BTU PER ANDER5EN 200 5ERIE5 IMMEDIATELY To ARCHITECT FOR CORRECTIVE M R SHALL BE INSTALLED NTN A q NCH VENT TERMINATION GLEARANCE, Q LOCATION OF REPORT RC TE T PRIOR AND FABRICATION. Gat OF THE 2015 IPG. TBTINeREPORT OF �°"'�A�'� 8� 124 (MODEL Al - I 5 FIRST FLOOR PLAN EL TO THE ARCHITECT PRIOR TO STAIR FABRIGATIDN. O=TIS ® c'��o� 5 PRIOR TO GONSTRUGTION.DO NOT SCALE _�.��-��TO DETERMINE AIR LEAKAGE BY REPORT OF THE RESULTS AW�MANCE NTH AN INV OVER 5ooao Blu Rat HOUR 5H1nIJ.HAVE _ DETECTOR DRAWIN65.DIMENSIONS SHALL BE CALGULATEU AND AT LEAST A 12 INCH VENT TfRMNATION CLEARANCE.THE BOTTOM OF THE BEDROOM ABOVE 61 AZIN6 ROU6H-IN TEST AND A WRITTEN REPORT OF THE RESULTS SHALL BE 516NM VENT TERMINAL AND THE AIR INTAKE SHALL BE LOCATED AT LEAST 12' U) A 3 go SMOKE DETECTOR NEVER SGAIJ�UNLESS OTHERWISE NOTED. BY THE PARTY CONDUCTING THE TEST AND PROVIDED TO THE CODE OFFIGIAL ABOVE 6RADE W ❑ COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED r Z W o O 0 a Z N H- L- o rn ca cn d A B 0 A G A-b Ali ❑ AI-b Alii 4_0 N co cn�Z _ Z U m.= ca� O Q o c) c Lo AIJ ❑ U M 00 M II'-10' 2 ll'-O"PL.HT-7 -- - . ___= AIJ6N FASCIAS FF- - - - - - - - - - - -� � IrI� III-01 FL UR ® I HORATED EXTERIOR BEARING KALE I II I I II �— 4 Z A55EM13LY-5EE DETAIL: e II o PL.HT. _ __ `__ 0 co 385 DH — m I- - � —� - - - - - - - - I /A11 I M O 0 -01 PL.HT. oLnoGLI a 16'o,. ( I I ` I I I 4' b ❑"-0' . . W-0'GEILnr6 Q j I • I b III II I ILL-- � � BEDROOM#3 � I I I ;� III � I I � I I I � I � — — — � — — — — — — — I 1 I I 2x6 anRlssERs a IVOL 4' 5'-4' 4" 5'-4• b'` r-b' I I I - I \ I �` I / I I /I I I I I 1 f—1 —W� \ I / I f� I I IF-I�I I W A X TRIM OVER Ix8 1 I ry�� , SD " I I I I \ I \ I I / I /I . 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Ad-6 AI-6 i CLOSED GEL SPRAY FOAM O m GA5EM8NT WINDOW f I I RUILL LATION TO cAVI�TM PLETaY ; O w (7)218'O END W/A35 Y 5H`5ON COWTOR SEAT WQ O Q 6i 2 Q I5 AZEK TRIM BD 51M'��ON H2 5A COFBEGTORS Z a U ❑ &YP BD (D �I F/5 o UNIT 124UNIT - 3/4'D 4 CR 9J8WED- N- W 6UlED t SGREY�_RUN T/Ib" SHFATHIN6 _ _ _ A EXTERIOR I ❑ MODEL A 1 - 1 (HOLLY) FIR5TFLOORLINE5 MODEL A (LAUREL) - - - - z z I � �*-` I ui SECOND FLOOR PLAN SECOND FLOOR PLAN J 3/16"=1'-0" LIVING AREA= 32Q 5Q. I=T. 3/16"=1'-0" _ I `r f Y I Z ❑ ❑ U) v LIVING AREA= 310 50. ET. ,' w ....... Y _R: TOTAL LIVING AREA > TOTAL LIVING AREA UNFIN15HED BASEMENT �, ' `�� y� 1,999 SQ. FT. 13999 S Q. FT. ` FOA1 51- CLO5E7 ONS SPRAY • `�`= FOAM IN5UL ALONG INSIDE FADE �r� .ym � �'1: OF F?D.KALL-5-RA_L HT OR W p ' < n DRAPED BLANKET INSULATION �; . SEE ROOF PLAN FOR ALL STRUCTURAL FRAMINS w-ioRMATION 02 ❑ `�'c 3g 10 o I HOUR RATED EXTERIOR BEARING WALL AVE W �(O ASSEMBLY- SEE DETAIL: e BAY DETAIL "b NITS. JOB NUMBER A4 NOTE: 2016023 . EN61NEERED J015T NOIDWEL IN6 UNIT5,2H IERE THE TOP OF TI-E SILL OF AN OPERABLE WINDOW OPMW 15 LOCATED LESS THAN =EXHAUST FAN, GENERAL CONTRACTORS AND SUBGONTRAGTORS TO ONE AIARBON MONOXIDE ALARM ,NEW 24'ABOVE TFE FINISHED FLOOR AND 6REATER THAN V ABOVE TFE FINISHED&RADE OR OTIER 9WME Q SHEET NUMBER �-NOT BE GUT, NOTE '5": HD= HOLD DOWN So GFM nTr>3zrnTTENr OR REVIEW THESE CONSTRUCTION DOGIIMENTS UPON RECEIPT �SND T106-FAMILY DHELLIN65, UNITS 12 3 (MODEL A DUET CLUSTER (NOTE: MULTIPLE LVL GIRDER CONNECTIONS: ® 20 GFM GONTINuous T01^MId0U5F�AND DWELLING uNlrs IN BELOW �EXTERIOR of THE BUILDING,THE OPERABLE WINDOW SHAu.COMPLY KITH ONE of TFf ) _ NOTCHED AND HOLES ALL HINDOH5 SHALL BE FROM ARCHITECT AND REPORT ANY AND ALL BORED UNLESS IR MANUFACTURER TO DESIGN STAIRS TO FOR ALL MULTIPLE LVL GIRDERS LAG BOLT sROuw R-2 euILDIN6s(co►aos t MEET ALL APPLICABLE CODE5 AND TO D15GREPANGIE5 INCLUDING ANY DIMENSIONAL CONFLIGTS FOR SAM 'I OPENN65 THAT HILL NOT ALLOW A 4 INCH DIAMETER 5PFIERE TO PA%TI-RoueN TFE OPENIN&IN ITS 0- ANDERSEN 200 SERIES TOGETHER W/ 1/2" BOLT5® 2'-0' O.G.,2' MIN Got IMMEDIATLEY TO ARCHITEGT FOR CORRECTIVE IN THE I AFS Oma® T��+• SPECIFIED BY THE REPORT ANY DISGREPENGIES AND CONFLICTS =T134 ® CARBON MONOXIDE IN TFT` IMMEDIATE V�INIIY OF FALL PREVENTION DEVICES THAT CO-FLY WITH A5TM F 2090 Z FROM TOP d BOTTOM a MIN.4 FROM ENDS DETECTOR MEASURE5 PRIOR TO GONSTRUGTION.DO NOT 5GALE B�VOM5,ON T LOWEST FLOOR SECOND F PLAN z MANUFACTURER PER TO THE ARCHITECT PRIOR TO STAIR FABRICATION. 6LAZINB LLyg CONTAJNINS BEDROOMS. (THE WINDOW OPENINS CONTROL DEVICE AFTE2 OPERATION TO RELEASE TW CONTROL DEVICE ALLOWM6 8� 124 (MODEL Al - 15 ) DRAWINGS.DIMENSIONS SHALL BE CALCULATED AND THE WINDOW TO FULLY OPEN,SFWJ_NOT REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW UNIT TO CODE %M DETECTOR NEVER SCALED UNLESS OTHERWISE NOTED. LE55 TIAN 5.1 SauARE FEET. WQ COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED Z w E 0 0 0 Z CL 0 (D om u) ti 0 a) 0 Fmm4 0 cf) zIL0 0 c) u C? < Lu C:) M co cl) M (D A A-6 A-b Z 0 1 1- ALI C) A Al-b Al-b 1- R-O"6ABLE WIDTH cl) z 0 18'-8"HIP WIDTH II'-q'PL HT C) Mw 15T RR w 0 II'-q' HT ILL Ln III-01 PL.HT. RR _ __ _ _ ___ ABV IST ADJroT RIDGE HE16W 0 cn z CARRY CRICKET II'-0'PL HT TOENTER OVER---------x ALI6N FASCIAS 16-2"FA5GIA HIPTH FIRETLACE CHASE 2xI0'RR a 16 0G. 2XIO'RR 16 0G. El G m q v R"IN 2X12 GIRDERS 0 510M PAST BEPROOM ALIGN FACAA5 A�L ROOF(+/-)24' ABV IST FLR WALL Il-O'PL Hi 1 C4 0 OR AW 15T ALM FASCIAS W-0'PL.HT. III-01 PL.HT. 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ROOF RAFTER 4 CZIL JOIST 2x12'RR 0 16 14 - � I 1 1.-0. v _.– (TOP 4 BOTTOM) OH. Lo A 0 lb 1r-O' WIDTH 2-b" 111-41"PIL HT q'(R-30)BATTS III-01 PL.HT. 11--o-PL.�.l I I OH. L ALI —11'-0'PL HT Mw IST Fm 0 L J ABV 15T FLR -Z 2xIO'RR o 16 Or,. 2xIo"RR o 16 Oc. HT-'- L F_ L H2-5A 5WV5ON C42WTOR5 0 ABV IST RR L -- — — — — — EA ROOF RAFTER Z? OH. -1117ff __PH. q*(R-30)BATTS ALIGN FACIA5 z w q'(1230)BATTS+b'(R-IW 611-01 PL.HT. BATTS=CZMMV W%tATION — — — — — — — — 7 7-1 — — — — 0- VALUE OF(R-44) T L7--= = = = 0 m b E -i .0!� 0 2xI0'RR o 10�+ Lu w 6T`P BOARD ON A > WAILS 4 CBLW6 0 bi w w A-b < TYP 51DW OVER GREAT ROOM TYVEK 19"N&WRAP z OSB PLYWOOD SHEATHING 2'X b'DM97M WALLS W C 6'(R-2013ATr IN55ULATION w A C, 0 SIDE VIEW Al-b SOFFIT BELOW 5145M CONNECTORS 0 ROOF RAMER UNIT 124 UNIT 123 0 m Lii Z < < U) MODEL A 1 - 15 (HOLLY) MODEL A (LAUREL) 0 U) 0, V-r_"k�,o.. .. ........ w 11.0 fn ROOF PLAN ROOF PLAN Q BER 2N 6'EXTERIOR w b'(R-2U BATT INsull+noN 3/16"=1'-0" 3/16"=1'-O" DIA LAr,BOIL75- �o rn MIN(b)PER CZWWTION OF ct) < ROOF RAFTER I CEIL JOIST (rop I BOTTO�llF 2'x 12'CEIL JOISTS o Ib'OC, W t 2Lx 10"ROOF RAFTER El 0 16,Oc, ................................................... (013 NUMBER PLAN VIEW 2016023 6)TTER5 4 LEAVER5 U) SHEET NUMBER ALL GUTTERS I LEADER5 SHALL BE BAKED MITE ALUMINUM .032" T_ MIN.6kr7E,6MER5 5HALL 13E 5'5EAMLE55,0.65TYLE H/ALL UNITS 123 (MODEL A) DUET CLUSTER < DETAIL OF ROOF RAFTERS TO RELATED 4 REWIRED AC-CE55ORIE-5. LEADERS SHALL BE MIN. INSTALL ICE AND HATER SHIELD PER AREA OF ONE ROOF 2 MANUFACTURE'S 5PEGIFIGATION5 TO WILT O%lr=R ANOTHER z _.j r I T�l I N HIGH CEILING JOIST CONNECTION 2'x3', or-em6EwaiP5 s wHoR5. CAULK 4 SEAL ALL MAINTAIN PRODUCT WARRANTY (D JOINT5. PITCH 60TTE12-5 MIN. 1/8/FT.PROVIDE P.V.G.REGEPTOR5 & 124 (MODEL A l - l 5 ) ROOF PLAN A5 NTS. A- 5 , ABOVE GRADE To RECEIVE LEAoER5((Lo5m CAP L)E5iM w Q COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED