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HomeMy WebLinkAbout44362-Z oS�FFU1 CIO Town of Southold 2/3/2022 P.O.Box 1179 o _ c 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42749 Date: 2/3/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1295 Fairway Dr, Cutchogue SCTM#: 473889 Sec/Block/Lot: 109.-5-14.29 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/10/2019 pursuant to which Building Permit No. 44362 dated 11/1/2019 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with covered front entry, rear covered porch, outdoor shower, unfinished basement, unfinished attic with walk up staircase and attached garage as for. The certificate is issued to DeLorenzo,Peter of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-19-0069 12/16/2020 ELECTRICAL CERTIFICATE NO. 44326 10/29/2020 PLUMBERS CERTIFICATION DATED 5/18/2021Ch 's Schol \�M" Au ho zed ignature sUF 0I.k TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44362 Date: 11/1/2019 Permission is hereby granted to: DeLorenzo, Peter 139 Maya Cir Central Islip, NY 11722 To: construct a new single family dwelling as applied for per SCHD approval, At premises located at: 1295 Fairway Dr, Cutchogue SCTM # 473889 Sec/Block/Lot# 109.-5-14.29 Pursuant to application dated 10/10/2019 and approved by the Building Inspector. To expire on 5/2/2021. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,660.00 CO -NEW DWELLING $50.00 Total: $2,710.00 Building Inspector ®�*pF SO(/Tyol Town Hall Annex ~ O Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 • sean.devlinCcD-town.southold.ny.us Southold,NY 11971-0959 ®I, COUM`(,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Peter De Lorenzo Address: 1295 Fairway Dr city:Cutchogue st: NY zip: 11935 Building Permit#: 443(0'�Section: 109 Block: 5 Lot: 14.29 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: EECO Electric License No: 54281 ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 56 Ceiling Fixtures 34 Bath Exhaust Fan 3 Service 3 ph Hot Water G8sx2 GFCI Recpt 14 Wall Fixtures 1$ Smoke Detectors 4 Main Panel 200A A/C Condenser 3 Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower 3 Range Recpt Gas Ceiling Fan Combo Smoke/CO 4 Transformer UC Lights 12' Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 4$ 4'LED 5 Exit Fixtures Pump Other Equipment: Mini Fridge, Gas Oven, Fridge, Micro, DAN, W/D Notes: Wiring New House, Two Story w/ Basement, Unfinished Second Floor Inspector Signature: Date: October 29, 2020 S.Devlin-Cert Electrical Compliance Form.xls Town Hall Annex Telephoite-(631)765-1802 54375 Main Road : Fax 63 i ( )765-9.502, P;O.".Boz 1179 _-" ; °:moi:; • SoWhold,-NY 1197160959 ' BUILDING DEPARTMENT i TOWN OF SOUTHOLD MAY 2 4 2021 fw C"ERTLFI.CATTO N Date,i Building Permit No: Owner:: e ,y?Zp 12 S" 1� �/( f/I v " (Please print) - - .1 . (Please-grint) `I certify dist the.solder used'in-the water supply system contains less-than 2/10 of 1% lead: • (Plumbers"Signature}" Sworn°#o:lieforemeths �'L . day of Notary-Public,: �c_Ctat� t o,ttUC-S ATF"GF h+E'1V YORK .,'n, r,?pe)6046557 "FF.�ir�s3-August IG, 20 ZL �SUFFO( -c ,BUILDING DEPARTMENT- Electrical Inspector TOWN OF.SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 CAI) 4 2020 Southold, New York 11971-0959 - y o� MAR Telephone (631) 765-1.802 - FAX (631)-765-9502 rogQrc(a�southoldtownny:w seand(dr southoldtownny qov . y APPLICATION FOR EL.ECTRI.CAL .INSPECTION . .ELECTRICIAN INFORMATION (AII.Information Required) Date: Company.Name:'... Name: S-rF, v L-.,-,t-4 1 >fL,);R'� Z_> License No.: email: o o pT-�y 41 ,E L.A / T Address: Phone No.: JOB SITE INFORMATION (All Information Required) -Name: z2 L—U ✓Z tz.^! - Address: l oZ 4 fix!1 i2, 4�i 9 �zr ti�f� Cross Street: . Phone-No.. 6 34 BIdg.Permit#: y email: Tc]X-M8 �istrrct 'fDOQ Secfion: Bf'ck; -- oo -= :-..:- - —--. P ' . Lot: o�.Y- o . BRIEF DESCRIPTION OF WORK (Please Print learly) Circle All That Apply: Is job ready for inspection?: `YES /-NO + Rough In Final Do you need a Temp.Certificate?: YES NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters- Old Meter# New Service - Fire Reconnect - Flood Reconnect,- Service Reconnected - U6derground - Overhead # Underground Laterals 1 '2 H Frame Pole Work done on Service? Y' N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection Form.As �0 PERMIT# = dre s• Switches s , Outlets" GFI's I Surface ` Sconces .HH's UC Lis Fans Fridge HW Exhaust T Oven Dryer a (%�Smokes I �. V\ DW Service Carbon Micro Generator Combo v\. Cooktop Trans er AC AH Mini .. _.. 1 � Special: j Comments: t� ✓) low l01 n f, HOME ENERGY SOLUTIONS CONSERVATION THROUGH EFFICIENCY 187 East Main Street,Huntington,NY 11743 (631) 673-0664 TECHNICAL SPECIFICATIONS AND REQUIREMENTS SITE ADDRESS:Lot 29 Fairway Drive,Cutchogue NY 11935 DATE:October 8,2019 CATEGORY SPECIFICATION/REQUIREMENT THERMAL ENVELOPE SPECIFCATIONS ROOF RAFTERS INSULATION: R-45,Roxul+2.5"of closed cell between roof rafters ABOVE-GRADE EXTERIOR WALL: R-27,Roxul+2"'of closed cell ABOVE GRADE GARAGE WALL: R-27,Roxul+2"of closed cell BASEMENT PARTITION WALLS: N/A FRAME FLOOR INSULATION: N/A WINDOWS/SKYLIGHTS: U: :5 0.22,SHGC: <_0.22 FOUNDATION WALLS: R-10 Roxul rigid foamboard on exterior MECHANICAL SPECIFICATIONS HEATING SPECIFICATIONS: Lennox modulating furnace COOLING SPECIFICATIONS: Lennox modulating condenser WATER HEATING: On demand water heater MECHANICAL VENTILATION: ERV or HRV:Set to one of the following options • 55 CFM continuous • 110 CFM every 30 minutes • 220 CFM every 15 minutes OTHER SPECIFICATIONS INFILTRATION (BLOWER DOOR): 2 air changes per hour DUCT LEAKAGE: All duct work within the thermal envelope. The above insulation&mechanical specifications were used to model the aforementioned address to comply with IECC 2015. The paperwork that we provide will reflect these specifications.Any modifications that we make to the insulation schedule will be highlighted above in red.Please make sure the architect is made aware of any modifications before going for permits. Insulation values on the plans must match those on the Compliance Certificate. ****INSULATION INSPECTION MUST BE PERFORMED PRIOR TO SHEETROCK**** 4 � t *Disclaimer* For Manual J, D & S Home Energy Solutions, Inc. The heating&cooling load calculations (Manual-J), equipment selection (Manual-S), and duct design (Manual-D) supplied by Home Energy Solutions are based on plans. Any deviations from the approved drawing such as thermal boundary/window selection/air infiltration or duct leakage will have a negative impact on the proposed heating and cooling load defined here. If it is determined by installing mechanical professional that the proposed pathway is now blocked, an alternative path may be taken if it has no impact to the air flow required for each affected room. This includes but is not limited to the design of the house, quality of insulation, quality of duct sealing, &air infiltration. Please do not exceed more than 15%of the recommended tonnage on the report for conventional equipment and 20%for geothermal heat pumps. ***The load calculation square foot areas include all habitable square foot areas and all open to below square foot areas. This is for the sole purpose of accurately modeling the heat loss/gain of the entire building structure(ceiling areas, wall areas, and perimeter slabs). Therefore, the load calculation square feet may exceed the reported building square feet stated on the architectural plans. *** Glenn LaMay Home Energy Solutions, Inc. 631-673-0664 1 4 l l i U M E L N L- R G Y- Load Short Form Job: Lot 29 Fairway Drive S[a L U T t 11 s Date: 10/7/2019 Entire House By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: Lot 29 Fairway Drive, Cutchogue, NY 11935 Design Information Htg Clg Infiltration Outside db (°F) 11 86 Method Blower door Inside db(°F) 72 75 Shielding/stories 3(partial)/1 Design TD(°F) 61 11 Pressure/AVF 50 Pa/742 cfm Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/Ib) 33 32 HEATING EQUIPMENT COOLING EQUIPMENT Make Lennox Make Lennox Trade LENNOX Trade Modulating, Multistage AC Model SLP98UH070XV36B-* Cond XC25-036-230 AHRI ref 4792115 Coil CX38-36B`*+SLP98UH070XV36B*+TDR AHRI ref 10560291 Efficiency 98.1 AFUE Efficiency 13.0 EER,22 SEER Heating input 66000 Btuh Sensible cooling 23800 Btuh Heating output 64000 Btuh Latent cooling 10200 Btuh Temperature rise 49 °F Total cooling 34000 Btuh Actual air flow 1200 cfm Actual air flow 1200 cfm Air flow factor 0.027 cfm/Btuh Air flow factor 0.072 cfm/Btuh Static pressure 1.00 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 0.72 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) KITCHEM/HALL 684 11628 4994 310 359 LAUNDRY 54 1011 794 27 57 LIVING ROOM 359 6875 3060 183 220 PANTRY 48 0 0 0 0 BATH 1 74 1408 173 38 12 BATH 2 102 2345 494 63 36 BEDROOM 1 213 4582 1955 122 141 BEDROOM 2 227 3711 1201 99 86 HALL 161 2445 240 65 17 PLAY ROOM 220 3848 1591 103 114 MASTER BATH 67 1206 334 32 24 MASTER BEDROOM 266 5936 1848 158 133 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ` vvrightsofr- 2019-Oct-0711:11:15 �, .�..•.�.. Right-Suite®Universal 2019 19.0.09 RSU25299 Page 1 ✓� ...irway Drive\REV-Lot 29 Fairway Drive ManJSD.rup Calc=MJ8 House Front faces: W S � Entire House 2474 44994 16685 1200 1200 Other equip loads 8119 1402 Equip.@ 0.91 RSM 16386 Latent cooling 7067 TOTALS I 2474 I 53113 I 23453 I 1200 I 1200 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ., wrightsoft" 2019-Oct-0711:11:15 A ........, Right-Suite®Universal 2019 19.0.09 RSU25299 Page 2 +dk ...irway DrivekREV-Lot 29 Fairway Drive ManJSD.rup Calc=MJB House Front faces: W 5 � 1H®R 1 E ENI RG Y Manual S Compliance Report Job: Lot 29 Fairway Drive 5I-.? UU'r I is�s Date: 10/7/2019 Entire Mouse By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: Lot 29 Fairway Drive, Cutchogue, NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 85.6°F Sensible gain: 18087 Btuh Entering coil DB: 76.3°F Outdoor design WB: 72.1°F Latent gain: 7067 Btuh Entering coil WB: 64.0'F Indoor design DB: 75.0°F Total gain: 25154 Btuh Indoor RH: 50% Estimated airflow: 1200 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Lennox Model: XC25-036-230+CX38-36B-**+SLP98UH070XV36B*+TDR Actual airflow: 1200 cfm Sensible capacity: 23800 Btuh 132%of load Latent capacity: 10200 Btuh 144%of load Total capacity: 34000 Btuh 135%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 10.6°F Heat loss: 53113 Btuh Entering coil DB: 64.7°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Lennox Model: SLP98UH070XV36B* Actual airflow: 1200 cfm Output capacity: 64000 Btuh 120%of load Temp. rise: 49 °F Meets all requirements of ACCA Manual S. , -d- wrightsoft^ 2019-Oct-0711:11:15 'Q .a..,•. n m,.,. Right-Suite®Universal 2019 19.0.09 RSU25299 Page 1 Xbkirway Ddve\REV-Lot 29 Fairway Drive ManJSD.rup Calc=MJ8 House Front faces: W 5 i-I S M-11- it N is KO Y Duct System Summary Job: Lot 29 Fairway Drive s o L U-f I t�1 f!S Date: 10/7/2019 Entire House By: Gerson Rubio Home Energy Solutions 187 E Main Sl,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolulions.com Project • • For: Lot 29 Fairway Drive, Cutchogue, NY 11935 Heating Cooling External static pressure 1.00 in H2O 1.00 in H2O Pressure losses 0.49 in H2O 0.45 in H2O Available static pressure 0.51 in H2O 0.55 in H2O Supply/return available pressure 0.302/0.208 in H2O 0.326/0.224 in H2O Lowest friction rate 0.098 in/100ft 0.105 in/100ft Actual air flow 1200 cfm 1200 cfm Total effective length(TEL) 522 ft SupplyBranch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk BATH 1 h 1408 38 12 0.138 4.0 Ox 0 VIFx 49.0 170.0 st3A BATH 2 h 2345 63 36 0.129 5.0 Ox 0 VIFx 54.0 180.0 st3A BEDROOM 1 c 1955 122 141 0.161 7.0 Ox 0 VIFx 43.0 160.0 st3 BEDROOM 2 h 3711 99 86 0.140 6.0 Ox 0 VIFx 36.5 180.0 st3 HALL h 2445 65 17 0.128 5.0 Ox 0 VIFx 47.0 190.0 st3A KITCHEM/HALL c 1665 103 120 0.125 7.0 Ox 0 VIFx 20.0 240.0 st6 KITCHEM/HALL-A C 1665 103 120 0.129 7.0 Ox 0 VIFx 22.8 230.0 st6 KITCHEM/HALL-B c 1665 103 120 0.118 7.0 Ox 0 ShMt 36.5 240.0 st9 LAUNDRY c 794 27 57 0.115 5.0 Ox 0 VIFx 34.0 250.0 st6A LIVING ROOM c 1020 61 73 0.105 5.0 Ox 0 VIFx 49.3 260.0 st8A LIVING ROOM-A c 1020 61 73 0.122 5.0 Ox 0 VIFx 26.3 240.0 st8 LIVING ROOM-B c 1020 61 73 0.109 5.0 Ox 0 VIFx 39.8 260.0 st8A MASTER BATH h 1206 32 24 0.134 4.0 Ox 0 VIFx 45.3 180.0 st1 MASTER BEDROOM h 2968 79 66 0.145 6.0 Ox 0 VIFx 49.0 160.0 st1 MASTER BEDROOM-A h 2968 79 66 0.136 6.0 Ox 0 VIFx 52.8 170.0 st1 PLAY ROOM c 1591 103 114 0.154 7.0 Ox 0 VIFx 41.3 170.0 1 st3 Q -0- Wrightsoft- 2019-Oct-0711:11:15 .d,.•,�., .u« �. ., Right-Suite®Universal 2019 19.0.09 RSU25299 Pagel ...irway DriveXREV-Lot 29 Fairway Drive ManJSD.rup Calc=MJ6 House Front faces: W Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (dM) (cfm) FR (fpm) (in) (in) Material Trunk st6A Peak AVF 27 57 0.115 228 4.9 6 x 6 ShtMetl st6 st6 Peak AVF 234 297 0.115 890 8.1 8 x 6 ShtMetl st2 st1 Peak AVF 190 157 0.134 571 7.0 8 x 6 ShtMetl st7 Peak AVF 287 340 0.105 612 9.1 10 x 8 ShtMetl st2 st2 Peak AVF 520 636 0.105 636 11.5 12 x 12 ShtMetl st8A Peak AVF 122 147 0.105 587 6.5 6 x 6 ShtMetl st8 st8 Peak AVF 183 220 0.105 495 7.7 8 x 8 ShtMetl st7 st9 Peak AVF 103 120 0.118 359 5.4 8 x 6 ShtMetl st7 st3 Peak AVF 489 407 0.128 587 10.0 10 x 12 ShtMetl st3A Peak AVF 165 65 0.128 496 6.7 6 x 8 ShtMetl st3 TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (dm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb1 Ox 0 190 157 212.5 0.098 546 8.0 0x 0 VIFx rt1 rb4 Ox 0 450 522 86.8 0.258 335 10.9 14x 16 ShMt rt2 rb2 Ox 0 559 522 70.5 0.295 523 14.0 Ox 0 VIFx rt2 TableReturn Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (dM) FR (fpm) (in) (in) Material Trunk rt1 Peak AVF 190 157 0.098 571 7.4 8 x 6 ShtMetl rt2 Peak AVF 1010 1043 0.239 671 11.6 14 x 16 ShtMetl BoldTitatic values have been manually overridden -f�' wlrightsofft" 2019-Oct-07 11:11:15 ..,.•,�.. ..„., Right-Suite®Universal 2019 19.0.09 RSU25299 Paget ...irway Ddve\REV-Lot 29 Fairway Drive ManJSD.rup Calc=MJ8 House Front faces: W l Basement f—16 x 14 —11 I I - I N I IZone dampers ^ I 4" 6" BASEMEN' 7I' 6x8 5 8 I --- 6x8 -- — -- � 6" 511 ❑ ❑ ❑ c ❑ 6x8 6z6 I 4" 8x6 12x10 5" 6x8 8x8 - ❑6x6 ( 51. 5" 71 Mechanical Legend A Sheet Metal Supply Trunk g ——————- Sheet Metal Return Trunk Flex Duct r Supply Grille/Register Grille/Register Above ria Wall Grille/Register Job#: Lot 29 Fairway Drive Home Energy Solutions Scale: 1 : 137 Performed by Gerson Rubio for: Page 1 187 E Main St RightSuite®Universal 2019 Lot 29 Fairway Drive Huntington,NY 11743 19.0.09 RSU25299 Cutchogue,NY 11935 Phone:631-673-0664 2019-Oct-07 11:16:44 home-energysolutions.com gdlamay3@gmail.com ...-Lot 29 Fairway Drive ManJSD.rup N _ 1st Floor MASTER BATH ®66 cfin 24 cfin® - LAUNDRY MASTER BEDROOM 157 cfin BATH 2 BEDROOM2 120 c 120 Cft y ® ® 57 cfin 36 cf. 17 cfin r ® 86.fm1 66 cfin ® �r 1043 cfin h I�12 cfin HALL PANTRY 73 cfin BATHI KITCHFARRALL Co Tm.d. GriOc 73 cfin I't 114 cfin GARAGE 141 cfin PLAYROOM LYING ROOM BEDROOM] 73 cfm 120 c Mechanical Legend Sheet Metal Supply Trunk N Sheet Metal Return Trunk Flex Duct ><1 ;-j Supply Grille/Register ® Grille/Register Above r w Wall Grille/Register Job#: Lot 29 Fairway Drive Home Energy Solutions Scale: 1 : 137 Performed by Gerson Rubio for: Page 2 187 E Main St Right-Suite®Universal 2019 Lot 29 Fairway Drive Huntington,NY 11,743 19.0.09 RSU25299 Cutchogue,NY 11935 Phone:631-673-0664 2019-Oct-07 11:16:45 home-energysolutions.com gdlamay3@gmail.com --Lot 29 Fairway Drive ManJSD.rup i Li ejL_ 05 • July 17,2020 i 3 Mr.John Jarski Department of Buildings i Town of Southold 53095 Main Road. Southold,NY 11971 I Re: Permit#44362-Basement egress&insulation DeLorenzo Residence 1295 Fairway Drive,Cutchogue, NY John, This letter is in response to two items brought to my attention by the owner,Mr.Peter DeLorenzo, and the request for clarification. Specifically, these are the insulation rating at the exterior basement wall and the need for additional egress from the basement. in address of these items,I offer the following summaries below: Basement insulation-the Tuff-N-Dry rigid insulation at the exterior wall of the basement has a thickness of 2 3/8". At the specified thickness the product provides an R10 rating, and therefore insulation at the basement ceiling is not required. Basement egress- In review with the owner, and in compliance with RCNYS code, a new emergency escape and rescue opening in compliance with section R310 shall be installed. An egress complaint window well of 9 sf minimum shall be installed;Bilco stakWEL and protective dome cover by Bilco stakWEL. The well shall have a permanently affixed ladder per section R310.2. A new basement egress window will be cut in and replace one of the existing windows. The egress window shall be a Silverline,casement window with nominal size 2'/11" x 3'/4". The new egress window shall have a sill height of not more than 44"AFF,a minimum net clear opening of 5.7 sf,a min opening width of 20"and min opening height of 24". 1 trust that the above meets with your understanding in address to the project needs.If you require any additional information,including product cut sheets or plan updates,please do not hesitate to contact me directly, 'SD Alyn Sincerely, ` 4f.fidlEL1 ''�j�e Busch Associates A Architects IVEA -C NO 90 West Main St. ' David D.Busch,AIA,LEED AP ��. �� ,f Bay Shore Fit NY 11706 Principal 631.969.0900 Q `.."71 S Cc: P.Lorenzo,Owner t 465 Maitland Ave. } Altamonte Springs MAY 1 9 2021 FL32701 407,.979.4482 buschassociatespc.com - "'?• i l BUSCH ASSOCIATES KEYED NOTES: .AN—.0.7==' .7 E ''=ENOTE. ARCHITECTS `,. u6 REscuE OEFwxcw �O °EiHOt SHEETs.LON��s -'..~.+...*1L.. YAxppW SY 6M1YTmE!E. oR UNixATED MEYBE0. ' uFAwWCESANO PERWNxE,TMN OW PENR],o] � \ TpG°ox _ EPAwNG sP.CP.VMID OIRECi iM,x _ vnNOOW sr�o�4POsr sigax.0 covER.vRpwmTOREw smoE- uEusER EE��6Eu+wa vExcmEo. ¢-�- � szEE,sEAfNxa cowvNAUTo eEi,rs• �ryM�maw -r—r�'--. >zj,to�y � � � _________ __ „.�- t..o} ,{`—r<j•� 4" ------------ -----fE ' I I,I I:I � I i p ooaRNuxaEN.�Ep,opppR6pxEp�E R p pppR6 AGE x6wTNR. ONG DE I I I �] ¢EONOTEEN EOTo YULL TWEREFERTOWNLMEDUMS ---- I ROOM Raou Rppuxuue x ooa Eluxcwutuoum[p smatE ENsroN utT0.vi _— «AI.A.EP°` pEp�,Eos -- ------- o -- R P pR G 1,-�•-_� — �� O T,FIiY 84GtuP.WOVMEpiOR I}VFy-f ILL_JJ eux,REv IIP` II I i NEI @I I = zl I cCRCINT mP.Eoa%+uW�vnRE° E; Exr wsERsa Gr :® I II- —s ,Q h REw,ED . `'I m � azocnxc _ - -- ISSUESIREVISIONS 3 IINN r cEx,ERurE 0.R -azaanc I I I 0 Ro brsr� ° Y" t v.]]• pz DECK,aU g r s _—___ __ —_— G OWNm IPmNrt Coa+Dl 1e L J —6-d'� — �I`� N ��o �"°,E _ I E I- -If,R r ..it ANCHOR NOTES EENEW I_�—,W,]ne I I I I I j I I La .,I �TSE✓.u16¢cRrnwspv"na�eio,] I -15 I. I L- ----� I:!I s6�oEIEswxEaN F x / tia'��S onsn>&.REssmG IwTER4Ax0 SxFM o n ETRE EnAN I--- - r 6aiE A�a xER,aNxp,TroN6,RA Mo L_J SL —GE SUB BASEMENfE N°iE9� I: I PR IE., aEnC ExnNnoNOVEwxcslsnpTTO pwELooR6P�uE pE 11-1a,E-PR Dl"-Dl" n o o aT I s I I I III � m _ ILx�aRaaT6�.xp6PAO o6xN 6EASPERW na __ IIIRo` R:0MP--6s�REEpR pip. �xx�RN—METaN,YE.F]w'ESPRE.° PI 2 I noxsaoP ]�oiaEn.ow --- — ---JL-- — -- -- ITDELORENZO Nom° nor SEaR�Y. = = — -- _= m <� G6.PE�uaE6Aa6 RESIDENCES I I I I:-j,Il,r--� - --14I I=•�--_=JI I II N9 0]omTcasx a6D,wvsP.G.—nap uixw�R,,°Et6E OT29 WAY DRIVE Es.III IS Ir CUTCHOGUE, NY /y� �xY FOUNDATION '`" 6vE CONSTRUCTION PLAN •�� I '� �.=�..I� iA ', Ea6ipE.E�o `s A" MAY 1 9 2021 ' 9Fo,� ,G NE'N ° Building Envelope and Duct Tightness Report 2018 IECC as amended by the 2020 New York State Supplement,sections 402.4.1.2 and 403.3.4 Address of Test 1295 Fairway Drive,CutchogueNY 11935 Test Date 1/5/2021 Building Permit#: 44362 Compliance Pathway Performance Test Completed by : Christopher Silvia RESNET Rater ID# 4150294 Home Energy Solutions NATE ID# 187 East Main Street ICC ID# Huntington,NY-11743 BPI# 631-673-0664 Building Envelope Tightness Volume Calculation : Check if: Floor Area Volume Q Conditioned Basement Basement 2460 22140 ❑ Conditioned Crawl Space lst 2428 19424 ❑r sealed Attic nd 2 0 - *The conditioned floor area of dwelling is calculated in 3rd 0 accor with ANSI Z765,except that conditioned floor Attic 22843 a includ areas wher the ceiling height is less than 5 Total Volume 64407 ft. CFM @50 pa 884 Air changes/hr@ 0a 0.82 Code Compliance: Pass Duct Tightness: Post Constructi Te ale akage System-1: Within Condition Space Duct Location Conditioned Space Floor Area Leakage CFM @ 25pa N/A CFM/l00 ftZ CFA N/A Code Compliance: Exempt System-2: Within Condition Space Duct Location Conditioned Space Floor Area Leakage CFM @ 25pa N/A CFM/100 ftZ CFA N/A Code Compliance: Exempt System-3: Within Condition Space Duct Location Conditioned Space Floor Area a Leakage CFM @ 25pa N/A CFM/100 ftZ CFA N/A Code Compliance: Exempt All building envelope-tightiness testing has been.Verified using instruments and procedures specified in ASTM E1827 as required by 2018 IECC as amended by the 2020 NewYork,State Supplement,section 402.4.1.2.The building duct and plenum system has been verified as required by the 2018 IECC as amended by 2020 New York State Supplement,Section 4033.4. Signature: °!.-1 Date: 1/5/2021 Christopher Silvia!jjo'me Energy Solutions COP H Q M E- ENERGY Load Short Form Job: Lot 9 Fairway Drive SOLUTIONS Date: 4/23/2019 Entire House By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: Lot 29 Fairway Drive, Cutchogue, NY 11935 Design Information Htg Clg Infiltration Outside db(°F) 11 86 Method Blower door Inside db(°F) 72 75 Shielding/stories 3(partial)/1 Design TD(°F) 61 11 Pressure/AVF 50 Pa/742 cfm Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/Ib) 33 32 HEATING EQUIPMENT COOLING EQUIPMENT Make Goodman Mfg. Make Goodman Mfg. Trade GOODMAN Trade Modulating Variable speed Model GCVM970804CN Cond GSXC160241C AHRI ref 7424271 Coil CAUF3636C6D AHRI ref Efficiency 97 AFUE Efficiency 13.0 EER, 16 SEER Heating input 80000 Btuh Sensible cooling 18240 Btuh Heating output 78000 Btuh Latent cooling 5760 Btuh Temperature rise 50 °F Total cooling 24000 Btuh Actual air flow 1420 cfm Actual air flow 800 cfm Air flow factor 0.029 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.80 in H2O Static pressure 0.80 in H2O Space thermostat Load sensible heat ratio 0.79 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (fL2 (Btuh) (Btuh) (cfm) (cfm) Zone1 -Kitchen 1145 21182 9404 604 439 Zone2-Bedrooms 1329 28614 8535 816 398 Entire House 2474 49796 17147 1420 800 Other equip loads 0 0 Equip.@ 0.91 RSM 15535 Latent cooling 4527 TOTALS I 2474 i 49796 I 20062 1420 i 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrIghtso t" 2019-Apr-2410:01:21 °' ,.�, ,�..�.�., Rig htSuite®Universal 201818.0.32RSU25299 Page 14M ...9 Fairway•DrivelLot 29 Fairway Drive ManJSD.rup Calc=MJ8 House Front faces: W 14Qtvl r- ENERGY Load Short Form Job: Lot 29 Fairway Drive SOLUTIONS Date: 4/2312019 Zonel - Kitchen By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: Lot 29 Fairway Drive,Cutchogue, NY 11935 Design Information Htg Clg Infiltration Outside db(°F) 11 86 Method Blower door Inside db('F) 72 75 Shielding/stories 3(partial)/1 Design TD(°F) 61 11 Pressure/AVF 50 Pa/742 cfm Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/Ib) 33 32 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF CIg AVF OF) (Btuh) (Btuh) (cfm) (cfm) LIVING ROOM 359 7724 3220 220 150 KITCHEN 525 9643 4185 275 195 LAUNDRY 54 998 768 28 36 PANTRY 48 0 0 0 0 HALLWAY 159 2818 1231 80 57 Zonel -Kitchen 1145 21182 9404 604 439 Other equip loads 0 0 Equip.@ 0.91 RSM 8520 Latent cooling 2366 TOTALS i 1145 I 21182 I 10886 I 604 I 439 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ti wr;ghtsof "4 2019-Apr-2410:01:21 Right-Suite@ Universal 2018 18.0.32 RSU25299 Page t rM1+�Tt ...9 Fairway Drive\Lot 29 Fairway Drive ManJSD.rup Calc=MJ8 House Front faces: W f40A NI E ENERGY Load Short Form Job: Lot 29 Fairway Drive SO t U T I ON S Date: 4/23/2019 ` n a—°'— Zone2 - Bedrooms By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: Lot 29 Fairway Drive, Cutchogue, NY 11935 Design Information Htg Clg Infiltration Outside db(°F) 11 86 Method Blower door Inside db(°F) 72 75 Shielding/stories 3(partial)/1 Design TD(°F) 61 11 Pressure/AVF 50 Pa/742 cfm Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/lb) 33 32 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF UF) (Btuh) (Btuh) (cfm) (cfm) PLAY ROOM 220 3835 1555 109 73 BEDROOM 1 213 5216 1996 149 93 BATH 1 74 1381 175 39 8 BATH 2 102 . 2245 470 64 22 BEDROOM 2 227 4423 1338 126 62 MASTER BEDROOM 266 7423 2230 212 104 MASTER BATH 67 1192 346 34 16 HALL 161 2899 425 83 20 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A= 40-wrigihtsoft' 2019-Apr-2410:01:21 �, RightSuite®Universal 2018 18.0.32 RSU25299 Page 3 ...9 Fairway Drivelot 29 Fairway Drive ManJSD.rup Calc=MJ8 House Front faces: W Zone2-Bedrooms 1329 28614 8535 816 398 Other equip loads 0 0 Equip.@ 0.91 RSM 7732 Latent cooling 3428 TOTALS I 1329 I 28614 I 11160 I 816 I 398 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. z - -wrighYsofL- 2019-Apr-2410:01:21 Right-Suite®Universal 2018 18.0.32 RSU25299 Page 4 ...9 Fairway DrivelLot 29 Fairway Drive ManJSD.rup Calc=MJ8 House Front faces: W H-t Ntt; t- No;RGy Manual S Compliance Report Job: Lot 29 Fairway Drive S o L U T I O N 5 Date: 4/23/2019 Entire House By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: Lot 29 Fairway Drive, Cutchogue, NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 85.6°F Sensible gain: 17147 Btuh Entering coil DB: 75.3°F Outdoor design WB: 72.17 Latent gain: 4527 Btuh Entering coil WB: 63.2°F Indoor design DB: 75.0°F Total gain: 21674 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Goodman Mfg. Model: GSXC160241C+CALIF3636C6D Actual airflow: 800 cfm Sensible capacity: 18240 Btuh 106%of load Latent capacity: 5760 Btuh 127%of load Total capacity: 24000 Btuh 1110/oof load SHR: 76% Heating Equipment Design Conditions Outdoor design DB: 10.6°F Heat loss: 49796 Btuh Entering coil DB: 71.0'F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Goodman Mfg. Model: GCVM970804CN Actual airflow: 1420 cfm Output capacity: 78000 Btuh 157%of load Temp. rise: 50 °F Meets all requirements of ACCA Manual S. 0:01:21 2019-Apr-24 1 wrtghtsoft� Righ[-Suite®Universal 201818.0.32 RSU25299 Page 1 ...9 Fairway Drive\Lot 29 Fairway Drive ManJSD.rup Calc=MJ8 House Front faces: W M 140 M E ENERGY Duct System Summary Job: Lot 29 Fairway Drive S O L U T IONS Date: 4/23/2019 Entire House By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: Lot 29 Fairway Drive, Cutchogue, NY 11935 Heating Cooling External static pressure 0.80 in H2O 0.80 in H2O Pressure losses 0.39 in H2O 0.39 in H2O Available static pressure 0.41 in H2O 0.41 in H2O Supply/return available pressure 0.232/0.178 in H2O 0.232/0.178 in H2O Lowest friction rate 0.073 in/100ft 0.073 in/100ft Actual air flow 1420 cfm 800 cfm Total effective length(TEL) 565 ft Supply Branch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (Cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk BATH 1 h 1381 39 8 0.080 6.0 0x 0 VIFx 84.3 205.0 st1 BATH 2 h 2245 64 22 0.078 6.0 0x 0 VIFx 85.8 210.0 st1 BEDROOM 1 h 2608 74 47 0.073 6.0 0x 0 VIFx 97.3 220.0 st1 BEDROOM 1-A h 2608 74 47 0.073 6.0 0x 0 VIFx 83.0 235.0 st1 BEDROOM 2 h 4423 126 62 0.073 6.0 0x 0 VIFx 74.3 245.0 st1 HALL h 2899 83 20 0.077 6.0 Ox 0 VIFx 71.8 230.0 st1 HALLWAY h 2818 80 57 0.082 6.0 Ox 0 VIFx 72.8 210.0 st2 KITCHEN h 3214 92 65 0.088 6.0 0x0 VIFx 62.0 200.0 st2 KITCHEN-A h 3214 92 65 0.082 6.0 0x 0 VIFx 47.0 235.0 st2 KITCHEN-B h 3214 92 65 0.085 6.0 Ox 0 VIFx 54.0 220.0 st2 LAUNDRY c 768 28 36 0.085 6.0 0x 0 VIFx 37.5 235.0 st2 LIVING ROOM h 3862 110 75 0.079 7.0 Ox 0 VIFx 44.8 250.0 st2 LIVING ROOM-A h 3862 110 75 0.079 7.0 Ox 0 VIFx 48.3 245.0 st2 MASTER BATH h 1192 34 16 0.085 6.0 0x 0 VIFx 26.8 245.0 st1 MASTER BEDROOM h 3711 106 52 0.114 6.0 Ox 0 VIFx 8.3 195.0 st1 MASTER BEDROOM-A h 3711 106 52 0.107 6.0 Ox 0 VIFX 10.8 205.0 st1 PLAY ROOM h 3835 109 73 0.074 6.0 0x 0 VIFx 69.3 245.0 st1 Supply • Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (Cfm) (cfm) FR (fpm) (in) (in) Material Trunk st2 Peak AVF 604 439 0.079 725 11.0 10 x 12 ShtMetl st1 Peak AVF 816 398 0.073 979 11.3 10 x 12 ShtMetl Bold/italic values have been manually overridden ' " wrightsaft° 2019-Apr-2410:01:21 .u.•,n....-P4, " Right-Suite@ Universal 2018 18.0.32 RSU25299 Page 1 ,,.9 Fairway Drive\Lot 29 Fairway Drive ManJSD.rup Calc=MJ8 House Front faces: W Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb4 Ox 0 850 559 221.0 0.081 1082 12.0 Ox 0 VIFx rt1 rb5 Ox 0 570 278 245.5 0.073 533 14.0 Ox 0 VIFx rt1 TableReturn Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt1 Peak AVF 1420 837 0.073 1043 13.7 14 x 14 ShtMetl Bold/italic values have been manually overridden wrightsoft" 2019-Apr-2410:01:21 ..u..-.. .,.v.,..._,o-,.., Right-Suite®Universal 2018 18.0.32 RSU25299 Page 2 Fairway...9 Fairway Drive\Lot 29 FairDrive ManJSD.rup Calc=MJ8 House Front faces: W N Basement BASEMEN 6" 6 6- Zone Damp ers 6" 6" 12 x 10 6" 12x10 6" —_ ❑ " ❑ _—_ __ r14- 14 x 14 —— 6" 6" 12" 1111111 IN I III III 111 6., 61- El "El E E 6 6" 6" Mechanical Legend p - j Sheet Metal Supply Trunk p-— - ——— — Sheet Metal Return Trunk v,. Flex Duct Supply Grille/Register C Grille/Register Above J~ Wall Grille/Register Job#: Lot 29 Fairway Drive Home Energy Solutions Scale: 1 : 143 Performed by Gerson Rubio for: Page 1 187 E Main St Right-Suite®Universal 2018 Lot 29 Fairway Drive Huntington,NY 11743 18.0.32 RSU25299 Cutchogue,NY 11935 Phone:631-673-0664 2019-Apr-2410:02:15 home-energysolutions.com gdlamay3@gmail.com ...\Lot 29 Fairway Drive ManJSD.rup N 1st Floor 22 fin6 + + 36 cfin 63 RAT 52 cfm 65 cfin 65 cfm -11 BATH. LAUNDR 16 cfin BEDROOM 65 cfin MASTER BEDROL Y7m /TCEn 52 cfin 8.8 cfin .300 cfin .. .. HALL PANTR BATH. HALLWA a1� 500 cfin 73 cfin' 75 cfin GARAG. PLAY'ROW LNLNG ROO, BEDROOM 47 cfin 58 cfin . . to 47 cfin 75 cfin _ Mechanical Legend p j I Sheet Metal Supply Trunk p ——————-P Sheet Metal.Return Trunk �'. '•� Flex Duct Supply Grille/Register GrillelRegister Above Wall Grille/Register Job#: Lot 29 Fairway Drive Home Energy Solutions Scale: 1 : 143 Performed by Gerson Rubio for: Page 2 187 E Main St Right-Suite@ Universal 2018 Lot 29 Fairway Drive Huntington,NY 11743 18.0.32 RSU25299 Cutchogue,NY 11935 Phone:631-673-0664 2019-Apr-2410:02:17 home-energysolutions.com gdlamay3@gmail.com \Lot 29 Fairway Drive ManJSD.rup NEW YORK HOME ENERGIE SOLUTION INSPECTION FORM DATE!I.S l'z __. ENERGY STAR APPLIANCES ��S BUILDER ❑ Refrigerator Kwh C.V. Address 1'2-�lS `' ^�( �� ❑ Dishwasher ❑ CW ❑ Oven PPM C U ❑ Bath Fan CFM ❑ ERVVr� CFM , P Lot# Model Boiler AFUE PPM Orientation 1� ❑ Furnace AFUE PPM Foundation: ❑ Slab ❑ Crawl Full ❑ DHW ❑ Indirect PPM Draft Fuel Type: Gas ❑ Oil ❑ Propane A/C Tons SEER 13 #Systems Window U SHGC GSHP Tons BTU TESTS: CAZ TESTING; Blower Door's CFM 6,`76- Base 'fest Draft @ Flue N A L3) Ducts 1 st FL 2nd FL CFM Fan Slmf.Jlated _CFM Missing Gas Leak ❑ Y ❑ N Where Venting Type zx v 7--to 6-,� F�w's 1 1- P.,0o C. Comments: 2N { 1z3 0 H'-(3 L 2 HES Representative — Date Site Representative Date Note;The Inspection resulttstatus represent the result of the Inspection process only and does not reflect the final certification status, 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: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial $15.00 Date. A> - l 1 C! New Construction: Old or Pre-existing Building: (check one) Location of Property: a q C=4112-`N 44 t>1,I (-A�C:�G'71J KC- House No. Street Hamlet Owner or Owners of Property: 'T ✓L 1_�>ka 4-04m—r Suffolk County Tax Map No 1000, Section og Block 0 Lot L/,,a Cj Subdivision Filed Map. 6, Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ e, D Applicant Signatur CONSENT TO INSPECTION � T7z12 ���i2til Zc> , the undersigned, do(es) hereby state: Owner(s)Name(s) That the undersigned(is) (are)the owner(s) of the premises in the Town of Southold, located at C7.5- 1=ig 1 44,4,1 Cut-r-,4.:;- C-7(>,r k/ which is shown and designated on the Suffolk County Tax Map as District 1000, Section (0 Cj , Block 5 5' , Lot /`f. 2- That the undersigned(has) (have) filed, or cause to be filed, an application in the Southold Town Building Inspector's Office for the following: 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: �� 19 ,,,,,,:(,Signature) (Print Name) (Signature) (Print Name) laF SO(/T�o # TOWN OF SOUTHOLD BUILDING DEPT. `yrouxn ' 765.1802 INSPECTION - .. [Vf FOUNDATION 1ST #411) [ ] ROUGH PL13G. [ ]- FOUNDATION 2ND. - [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION - [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL.(ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: ls' LaT-0 c ' f4� DATE / ! INSPECTOR �ar4FSo(/ly� h� �O # TOWN OF SOUTHOLD BUILDING DEPT. Own 765-1802 INSPECTION . [ ] UNDATION 1ST [ ] ROUGH PL13G. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE-&.CHIMNEY [ ]"FIRE SAFETY INSPECTION . [ ] -FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION - [ ] PRE C/O REMARKS: t "I" jaJo 'If DATE v'6 ,INSPECTOR Ot SOUTyO f # TOWN OF SOUTHOLD BUILDING DEPT. �ycourm, 765-1802 INSPECTION ] .FOUNDATION 1ST [ ] ROUGH PLBG. [ } OUNDATION 2ND =-[. ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL ------------- [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] "FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ]- ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: v�fh� voy-V DATE INSPECTOR. pfSOUTyo� � , L # # TOWN OF SOUTHOLD BUILDING'DEPT. coum, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ " ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL ]" FIREPLACE & CHIMNEY" [ ] FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION —[ ] FIRE RESISTANTPENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR �r (Q 7 �aOF son f # TOWN OF SOUTHOLD BUILDING DEPT. °`ycouhm�F'' 765-1802 INSPEC1,10N [ ] FOUNDATION IST [ ] R UGH PLBG. [ ] FOUNDATION 2ND : [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE.& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION- [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: vloiodN to 'Co y r DATE INSPECTOR OF SOUTyO� # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 r INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ . ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION' [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: IV / CAeAqP ;I lCdf 1,� Qlq 1,5,�LZe� !a L1019 -& P I 1l v� lz 0 UJgr IAZ /04�- 0 110 At-QAff� 1A ek( 26 1A /0 DATE 0 INSPECTOR ii of SOUIyo� Li H 1 � �•� rwcx TOWN OF SOUTHOLD BUILDING DEPT". 'cou765-1802 INSPECTIO-N [ ] -FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ` ] ,INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] P E C/O REMARKS: o- DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. `ycourm N�' 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. ] FOUNDATION 2ND [ ] I ULATION/CAULKING [ ] FRAMING/STRAPPING [ FINALUP [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) = [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O .REMARKS: G all- �r ol . _., ws lois . ✓� �� . '�� t2 �, DATEI LD INSPECTO Of 50Ulyolo # TOWN OF SOUTHOLD BUILDING DEPT. co 765.1802 INSPECTION ., . [ ] -FOUNDATION 1ST [ ] ROUGH PL13G. [ ]; FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL Pt [ ] -FIREPLACE & CHIMNEY [ ] FIRE,SAFETY-INSPECTION [ ] -FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION , [ ] ELECTRICAL (ROU [ ] ELECTRICAL (FINAL) [ ] CODE VIOLA N [ ] PRE C/O QQ REMARK �! Vf 6) ara�1►' nth 46f, i Sud A46 -jo w rev Via DATE l0 2l �"1-� INSPECTOR a lZgS FA2.Wgybc. C..t�►1"C.1 �j t>>3�,. N�/ �� JAN 282022 EviiWjG DEPT Tntnr f �^--..«.... _ am^ III m x rR jj}i + i � j 1 i f rr 7 3 r fl a RI ..rt . y. .mr x4 ' , •M� -� � �r $ �Mi Y� J � a�P f yy II4 u i i3'EN W afi i x: 4� F P Y III }} c v � µf 3lu .. r v _ C 7 _ 1 i 1 Y J l E . �Y x v m.. r. r t 1 4r � i 0. £ ! i Y } fi l M . . .� � �� I ta ,1 r t, t4 t a� dx E R 1 t a ✓k5 vim, }. .• � � 4 a. 1 � t s.' r r r v / ' 4 t i f :. e✓ �' Ak � q q r' ^S a j-z A e't o£ h ' 3 � t �m ha ol� A+R: a a y. 4; 9 i a v 1 - &fin � t{ FIELD INSPECTION REPORT COMMENTS FOUNDATION(IST) i► l 1 LV%� ------------------- films�" ROUGH FRAMING& MAP-- PLUMBING INSULATION ENERGYSTATE . 1 I T I 1 50!5, a ,Elm �i,rl�� ADDITIONAL • t " KWRL I m ' / I ol • IP R 0 L i MANN/ .IAM 1� LA 1. � • 11 1. �l '..L►' l� L• . �_�.� ►��Ili i . � ► � _ i� 1 - V 0201 a/ �� ,.,TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying'? TOWN HALL hard of Health "SOUTHOLD,NY 11971 4 ets of Building Plans TEL:(631)765-1802 -+hRH,ing Board approval FAX:(631)765-9502 �i,rvey Southoldtownny.gov PERMIT NO. Z-& C-4wk �( Septic Form ees Z-d Application Permit Examined 1 20 –&ktg4&Separate Identification Form St rm-Water Assessment Form Contact: Approved ,20 I� �Q cif-to: ��-sa=ti!!2,_ Disapproved a/c �P,-L<-. 14)?. �+-/'�i•v Phone: b �(� (p q�f• Expiration —20 v ->,-• Building Inspector APPLICATION FOR BUILDING PERMIT i OCT 1 0 2019 INSTRUCTIONS Date 20 ( C/ a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of platis�courte plc3t plan to scale.Fee according to schedule. b,PIot:plan-Showing-location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and`wat'erways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applic nt or name,if a corporation) 63 349 Yjv (Mailineaddress of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder V\&IN( a lz� Name of owner of premises l�(;2 Tom.IL- t>1F-LIZ.t-w/Z (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section �QCJ Block G Lot ` y y Subdivision t-- i t2,N Lj 4.1 (�'� IZ J1/� Filed Map No. �,o(o G Lot oZ r 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ✓q CA--4 i C..y-1!4-) b. Intended use and occupancy gety tz w 1-114` 3. Nature of work(check which applicable):New Building ��Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 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 4q, 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front -2 I Rear `�r Depth �3`1 Height Number of Stories 9. Size of lot:Front IS-0, Rear r Sic Depth 70 t 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated Q IF— S I L�iF-A4 T-) t-. 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO 13.Will lot be re-graded?YES_NO 11 Will excess fill be removed from premises?YES '--'NO �-14.Names of Owner of premises Address 4ykt 01,t NV.11 hone No. 6[•Jfio --•NW. 5 �c 12 Name of Architect IS A Q,t> t2 �3 �,PN Address C9vs�t,e qv 1170 hone No (03 1, c/b? . 0900 Name of Contractor Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO i,� *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES -----NO *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF _Pkp?'F�p YL. b12 Lo K_a h/ 2 s> being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)Hc is the ow al t--r-L-1 (Contract ,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn�to before me this MARIE BERGEN 1 day of C KTAFITOkqliLIC-STATE OF NEW YOR�_ No.016E6375159 I Qua'Wed in Suffolk Notary Public .MyCommissionExpires__=L�����.�- OSpFFQ(KC .BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD CD Town Hall Annex - 54375 Main Road - PO Box 1179 COO 4 2020 Southold, New York 11971-0959 y • o MAR Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(cDsoutholdtownny.gov sea nd( southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date.- 3 < <! . a Company Name: �, C� c _z c-r ►Z, Cs Name: , q I�_ R,1,0- S� License No.: �.� , ,� � / email: o P---by c_I �y 19 7- Address: Address: 4GZ Phone No.: JOB SITE INFORMATION (All Information Required) Name: �2 I_��L.� 12t n( '.C:), Address: I a Cross Street: > ; y Phone No.: 6 3/ - '?—G S l6 Bldg.Permit#: �e4j �a Tax Map District: 1000 Section: 109, o b Block: Lot: o/`i- o2.91 BRIEF DESCRIPTION OF WORK (Please Print Clearly) PL-a<_TYLcC_ Circle Ali That Apply: Is job ready for inspection?: =YES NO Rough In Final Do you need a Temp Certificate?: YES NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service - Fire Reconnect - Flood Reconnect - Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection Formals �cc, BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 4 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 ,1 rogerr aasoutholdtownnv.gov - seand@southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: / ® . c- . LL- Company Name: e L a G7-I�I L Name: '-�> c i License No.: N �. �a f . email: 4:::j�Z C o d a-- o -i L-r -tg5_- Address: Phone No.: 6 - �`-'• S �/ �� JOB SITE INFORMATION (All Information Required) Name: �F— t:)F— L,CU I` ni -7 C. Address: j a Q 1 12-\-i-4 C 3S� Cross Street: Phone No.: (. - . g 94 Bldg,Permit email:` -jZ- W1 Vs, 0 1^"PNcc= C'DiLf Tax Map District: 1000 Section: Jo2 Block: p Lot: I spa BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YES /(00 Rough In Final Do you need a Temp Certificate?: 0/ NO Issued On Temp Information: (All infor'' ation required) Service Size 3 Ph Sized 1Ph 453- A # Meters Old Meterf# ( New Servic - Fire Reconnect- Flood Reconnect- Service Reconnected A—Un—de—rgr—ou-n—dj Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION ��^ NOV 2419 Request`fo'FInsrectidn�For'm.xls DI Sc6tt A. Russell ().°SUFFQ'r STO R IMMIWAT]ER, SUPERVISOR � � MA\lam A\G)EI��]C)EN'7C' SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOLLTHOL ;New YORK 11971 ' Town ,ofSouthold - %-moi�. ice, ;; k'•( � t, ,,,,, �� 1CMAM. R 236 - Sr=WATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES TIES PROJECT INVOLVE ANY OF THE FOLLOWING. Yes No (CHECK ALL THAT APPLY) ❑® A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑0 B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑® C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑[Z D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑[E] E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. (0❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date: District NAME: Lag Lo ® � l' --q to -ib •19, P �•vr.,o H U ecti Block Lot 's''- **** FOR BUILDING DEPARTMENT USE ONLY**** Contact Information C��i• rrkvna,.v„mn,t Reviewed By: 2:,2ze - - - - - - - - - - - - - - - - Date: IOII. .� Property Address / Location of Construction Work: — — — — — — — — — — — — — — — Approved for processing Building Permit. r7— k/14aNJ E>� ❑ qt-,--water Management Control Plan Not Required. tormwater Management Control Plan is Required 11 IL (Forward to Engineering Department for Review.) FORM " SMCP-TOS MAY 2014 , APPLICANT: S.C.T.M. 1000 CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) 1 o oS �y.2 Stormwater Management Control Plan CHECK LIST NAME: x Section Block Lot S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Pleax Pr,nt Date: � � * The applicant must provide a Complete Explanation and/or Reason for not providing all Information that has been Required by the following Checklist! Si a[ure Td pAone Numbec 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here! YES NO NA you ou need additional room for explanations, Please Provide additional show all of the following items: P r Paper. a. Location & Description of Property Boundaries �0 b. Total Site Acreage. �0 c. Existing-Natural & Man Made Features within 500 L.F. of the Site Boundary as required by §236-17(c)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. 0 e. Limits of Clearing& Area of Proposed Land Disturbance. Ho 01 L-ra-4 12.1 IV 6 f. Existing & Proposed Contours of the Site (Minimum 2'lntervals) {L 9 14 g. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements & utilities. h. Spot Grades & Finish Floor Elevations for all existing & proposed structures. 1. Location of proposed Swimming Pool and discharge ring. 17W (J ©o L j. Location of proposed Soil Stockpile Area(s). I vl== k. Location of proposed Construction Entrance/Staging Area(s). 0 1. Location of proposed concrete washout area(s). 0 M. Location of all proposed erosion&sediment control measures. 2. Stormwater Management Control Plan must include Calculations showing that the Stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch rainfall/storm event. 3. Details&Sectional Drawings for Stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion &Sediment Controls. 00 b. Construction Entrance &Site Access. 0 c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) 0 d. Leaching Structures (e.g.infiltration basins,swales,etc.) ****FOR ENGINEERING DEPARTMENT USE ONLY**** I Additional Information is Required. Reviewed& I Stormwater Management Control Plan is Not Complete. ,Approved By: — — — — — — — — - — — — — — — — — — — — — — — ❑ Stormwater Management Control Plan is Complete. Date: i SMCP has been approved by the Engineering Department. FORM * SWCP Check List-TOS MAY 2014 Town Hall Annex �` Telephone 631 765-1802 54375 Main Road °t`x Fax(631)765-9502 CZ P.O.Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION ANWOR TIMBER CONSTRUCTION Date: Owner: rte Location of Property: .-.�, 4�` �P'AI rZ_\,u4V Lr2 0-9IC-tJ.0�&u r$ K y Please taakke'notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) ` Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting this form): Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 TEST HLE DATA IONALD G E S IENCE SCDHS REF#. RI0-19-0069 SURVEY OF PROPERTY 5/30/2019 N A T CUTCHOG UE EL. 16.7' PAT H WAY MIXED SAND AND LOAM TO WN OF SO UTHOLD 1.5 SUFFOLK COUNTY, N. Y 1000-109-05-14.29 PALE BROWN FINE SAND SP � X029 SCALE: 1 =30 �, •sem JUNE 5, 2019 •`S� JULY 18, 2019 (SCDHS REVISIONS) EL. 3.3' 13.4' WATER IN PALE BROWN p FINE SAND SP O O 17' NO TE: WATER ENCOUNTERED 13.4' BELOW SURFACELOT 30 � DWELLING O DWELLING PRIVATE WELL ELEVA77ONS REFERENCED TO NAM 88 Ui PUBLIC WATER ® WELL DWELLING PUBLIC WATER HOUSE -SLATE OR OTHER F.F. EL 18.0' SU'TALE COVER OPER END PLUG LOCKNB CASTTIB I.E. EL 76.0' F7NlSHED GRADE TO GRADE EL. 16.0' ,4.5 ..I- COVER TO GRADE 1'm CHMEY CLEAN OUTa. USED ON fLET 7 MAX. .......[ .. 6'M/N. LOCATE DROP T r f „ • �FOR S88'59 20 E I.E. r 12 6• 10IAWANCE LINE OF EVERGREENS 270.52' fdET_1 14.2' LE. - - 240,'DIA CLASS +4• 18• ,3.r LE mmm ,' - PIZ TELECOM EOUVALFNT PITCHED B' S' L 0 PIPE CR 1/6'per loot min 13.6' c LT PER FOOT *LXXn -F class 24M pie app mmm BOX TELECOM DEPTH 00 m Q m m 3 MIN oq�qvw�evl,) 00 0 m o m m a COLLAR V `B O X FLOW LINE 3' MIN 0 m m o 1 P.m m EL 17.1' CMF EL.15.5 COLLAR 0 m m m e en m m m J mmmm ® Mmma N 04'W o EL. CMF EL 14.2 J 2 m 0 m m ®e9 m A M -- ��4•MIN. O TI Om 0 m o P e ma 11 I"I€ (� ��! .- �- T__3_ __ .-+ s�t�r �' w[ `y O y - 120 21 'mmm "�' j I 8'-0'DIAMETER ,n �,I e m 0 m m es e m e O __ -. GROUND WATERT,...- � O m 0 m o m m m a ........_..._..... __.... �_.._._......_....... ..p... - ......... .0,21..07 m e:l...C:s..e9..a9.B ........ 3DW 15\ SIDE YARD SETBACK .r Q \ qq 11J mmm0ammmm HIGHEST RECORDED GROUNDWATER W m m m m m ®e9 m a a ,ems �J v y BACKFlLL MATERIAL TO BE CLEAN SAND k GRAVEL 8.6 I Z DW G I V�'" ��L+ZJY N �o LEACHING POOL 80.0' / r- c' 0 39.0' >`4a#� L`_c�N s'r"4-t�.,L�n Q w w - �c�, 1.200 GALLON CYLINDRICAL SEPTIC TANK DETAIL W o PROPOSED WATER SERVICE I PROPOSED e"o �" \ w n CEP1'9'✓`.e o �'_ VACANT NTS LLJ OD Lo x DIG DOWN 80 TO SAND (SP) SAND (f) W I Z �-- REMOVE MATERIAL AND2.0'SW J v EWCKFlLL WITH SAND (SW) Q z w } W(WD mco l Icon 0L]� to (SAND SP) Q IZ I H 2.0' Q ;� PROPOSED LOT 29 0 W W 1i 1 D � c6 COVERED o 7 $I ATS OR OTHER -� ---.. STOPPER END DWELLING � 1- fl r_cOrOo-n `,� -L.16.7 0 L�� n DECK } I Q' SUITA3L COVER OR PLUG PUBLIC WATER O SSEPTICYSTEM �P� I� a 6 ; S IF ST Of CJ L Ft4 I J EXz OR 0010' CO Lo I v J M W 0 MIN. Q (1 b LPA M\N D I SEWER PIPE I 39.0' DW U) G � QW o 30• ELBOW r- O l� N O PFI'.)POSED ASPHALT DRIVEWAY 20' SIDE YARD SETBACK (35' TOTAL) U) Z r---c ]_ 1-� - - - 60• WYE PUBLIC LWATER EL.15.8 CLEAN OUT DETAIL EL c16.6' CMF N88'S9'20"W EL.1 1.9 NTS 269.61' DWELLING PUBLIC WATER EL 10.3' PROPOSED SEPTIC SYSTEM RAIN RUNOFF CONTAINMENT (3 BEDROOMS) HOUSE WITH DECK 1-1200 GAL. 8'0 X 4' DEEP 3441 x 1 x 0.17 = 585 cu.ft. 2-80 X 6' DEEP LEACHING POOL 585/42.2 = 13.86 VF PROVIDE 3 DWS. 80 X 5' DEEP KEY LOT 28 DWELLING 0 = REBAR PUBLIC WATER ® = WELL O O ® = STAKE O Lo ® = TEST HOLE ® = PIPE ® = MONUMENT �( = WETLAND FLAG = U77LI TY POLE ; DWELLING ,. w PUBLIC WATER LOT NUMBERS REFER TO "MAP OF FAIRWAY FARMS" FILED IN THE SUFFOLK COUNTY CLERK'S OFF7CE ON FEBRUARY 15, 1974 AS FILE NO. 6066. N0. 49618 ANY AL7ERAT70N OR ADDIT70N TO THIS SURVEY IS A WOLA77ON OF SECTION 7209 OF PECONIP0S,g6VTYOR .C. THE NEW YORK STATE EDUCA77ON LAW. EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. (631) 785-5020fFAX (631) 765-1797 ALL CER77RCA77ONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE AREA= 40,510 SO. FT. 1230 TRAVELER STREET APPEARS HEREON. SOUTNOLD, N.Y. 11971 19-028 McDONALD G EOS IENCE SCDHS REFA R10-19-0089 SURVEY OF PROPERTY 5/30/2019 N A T CUTCHOG UE EL 16•' PAT H WAY MIXED SAND AND LOAM TO WN OF SO UTHOLD 'SAwe, SUFFOLK COUNTY, N. Y, 1000-109-05-14.29 PALE BROWN FINE SAND SP 4?Q?9 SCALE: 1 -30 R, •sem JUNE 5, 2019 •SA JULY 18, 2019 (SCDHS REVISIONS) EL. J.3' 13.4' AUGUST 20, 2019 (SCDHS REVISIONS) WATER IN PALE BROWN F/NE SAND SP (HIGHEST EXPECTED GROUND WATER) O 17' NOTE.• WATER ENCOUNTERED 13.4' BELOW SURFACE LOT 30 o DWELLING DWELLING PRIVATE WELL ELEVA77ONS REFERENCED TO NAVD 88 PUBLIC WATER ® WELL DWELLING PUBLIC WATER /OUSE SLATE OR OTHER F.F. EL 18.5' SUITALE COVER PPER END PLUG LOCKING CASTING I.E. EL 16.5' FINISHED GRADE TO GRADE EL 16.0' - 14.5 u COVER TO GRADE 1'ITL CHIMNEY OUT N F DROP T 6 7 MAX. ". USED ON INET .._....Lh LOCATE CROP T W' B'M/N. OPENINGF _ S88'59'20"E LINE OF EVERGREENS I.E. 6' 1Y 6' 10 270.52' +4.ri3: "K f DLA CLASS 1e. r I-E mma TELECOM - � E«PIPEPITO-ED e. s L +4M*@ w em BOX ' - ?- wl� fit' TELECOM pRch min.4'dia.pipe 13.6' m m a B O X L4'PER FOOT t LXXA -�-� da.2400 pips ar equal m m o �pTM m m a 3' MIN m0 m 9 e e m mo COLLAR EL 17.1' CMF EL.15.5 EL.14.3 CMF EL 14.2' 9- FLOW LINE 3' MIN m 0 0 e m m a COLLAR m m m en e m m o J o mmmmma p 0.4'W o J�Lj - 000 mma N ia005c4'MM. N memEeg De.m IL to M 8'-0'DIAMETER m m m an e as m m a o __ - 0 0001aCemmma O O p 0027 In es Emmma EL 3.3' 0 m m e mma DW 15' SIDE YARD SETBACK O ___ ..._.... ___.......__. _._ 0 0 m 0 e v m m a GROUND WATER HIGHEST EXPECTED GROUNDWATER I ? DW I N BACKFlLL MATERIAL TD BE CLEAN SAND k GRAVEL I;-1 h 8'0 LEACHING POOL 0 80.0' O 39.0' W W I SAND W O PROPOSED WATER SERVICE I ;.T PROPOSED 1.200 GALLON CYLINDRICAL SEPTIC TANK DETAIL EL 3.3' I j • _ _ _ Y NTS GROUND WATER > L j Of pQo 04 O f VACANT z IN z Z w Q � 2.0' . J Lj W a l Of in w I 2.0 a Q ;� PROPOSED LOT 29 I 7 SLATE OR OTHER STOPPER END DWELLING < LI_ PROPOSED ``® EL.�6.7 ��43 n DECKCOVE } I L SUITABL COVER OR PLUG PUBLIC WATER p sEPnc I a IL Q SYSTEM LP I J N U LLJ I ST N d J 0 EX c0 1 O' CO °Dr I M LIJ MIN. `� U) A < LPO M\N Ll.l SEWER PIPE I 39.0' I U) W I I O Q 30' ELBOW - I N O •_ O L PROPOSED ASPHALT DRIVEWAY 20' SIDE YARD SETBACK (35' TOTAL) - c/) DWELLING 60' WYE ;, PUBLIC WATER EL.15.8 CLEAN OUT DETAIL EL C16.6' CMF N86'59'20"W EL.11.9 269.61' DWELLING CL PUBLIC WATER EL 10.3' PROPOSED SEPTIC SYSTEM RAIN RUNOFF CONTAINMENT: (3 BEDROOMS) HOUSE W1774 DECK +• i iw�vactlon Required 1-1200 GAL. 8'0 X 4' DEEP 3441 x 1 x 0.17 = 585 cu.ft. 2-80 X 6' DEEP LEACHING POOL 585/42.2 = 13.86 VF R�+ 1_1!. PROVIDE 3 DWs. 80 X 5' DEEP BY i v :sn T .t I KEY Lor 2s DWELLING Q = REBAR PUBLIC WATER ® = WELL 00 SUFFOLK COUT'T1' D'yFA^7?I.ZNT OF (iZALTi•I SErv,,cp-s ® - STAKE o - TEST HOLE 1n PEmp:t: I`Pr-,'OVAL CF S - PIPE SEP r l 2010 ® - MONUMENT { °;�' f RE F. 110.. � - I��-)Ec f,�, U ) �0 WETLAND FLAG ,p�,�,; °;; x sv. Cb ;.=7 �� r = U71L1 TY POLE __ �v y'4 m DWELLING F� r?;.C31, a�;;i O" �rR _ C�F�O":On'°ea � :;. PUBLIC WATER � µ1 C:XPIRES T HR .w YE�.i�I; LM DATE OF APPROVAL :µ. LOT NUMBERS REFER TO "MAP OF FAIRWAY FARMS" FILED IN THE SUFFOLK COUNTY CLERK'S f; OMCE ON FEBRUARY 15, 1974 AS FILE NO. 6066. '` .Y.S. LIG NO. 49618 � SU YORS, P.C. P.0 ANY ALTERARON OR ADD177ON TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF ON/CDSUA' 20( 3�)' 7 FAX P.C. 765-1797 THE NEW YORK STATE EDUCA77ON LAW. EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL CER77RCA77ONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE AREA= 40,510 SO. FT. 1230 TRAVELER STREET .1 _028 APPEARS HEREON. SOUTHOLD, MY 11971 `oTEST HLE DATA �- McDONALD G EOS IENCE SCDHS REF#. R10-1V-0069 SURVEY OF PROPERTY 5/30/2019 N A T CUTCHOG UE EL. 16.' PAT H WAY MIXED SAND AND LOAM TOWN OF SO UTHOLD '5 SUFFOLK COUNTY, MY 1000-109-05-14.29 PALE BROWN FINE SAND SP SCALE: 1'=30 -VIP s9�� JUNE 5, 2019 A JULY 18, 2019 (SCDHS REVISIONS) EL. 3.3' 13.4' AUGUST 20, 2019 (SCDHS REVISIONS) WATER IN PALE BROWN FINE SAND SP (HIGHEST EXPECTED GROUND O NOVEMBER 25, 2019 (FOUNDA770N LOCATION) WATER) o co 17' •- r+OV 2 2019 NOTE. WATER ENCOUNTERED 13.4' BELOW O LOT 30 DWELLING SURFACE O DWELLING PRIVATE WELL ELEVATIONS REFERENCED TO NAVD 88 ui PUBLIC WATER ® WELL DWELLING PUBLIC WATER HOUSE SLATE oR OTHER F.F. EL 18.5' SUFALE COVER PPER END PLUG LOCKNO CASTING I.E. EL 16.5' FINISHED GRADE TO GRADE EL 16.0' 14.5 COVER TO GRADE r ML CLEAN OUi IF DROED N r IS 2'MAX. CHN EY _... T B'M/N. LOCATE DROP 2' ACCM OPENING a.- S88e59'20"E LINE OF EVERGREENS 7 I.E. 6' 6' 10 _ 2/0.52' I.E. TELECOM - '�c1.. TELECOM ML N�CLASS74.2• l"'• t8. 13.r I�.��� I.E. m m m �/ EOUVALENf PITCHED 8' S' pitch min.4'die.pipe 13.6' �mm a BOX � /�" /�'' �/� \ Lt PER FOOT DEPTH �" dam 240D pipe or equal m m m 3' MIN VV�- BO/� 3- MIN ON ha N C E m ma COLLAR EL 17.1' CMF EL.15.5 FLOW UNE m M ha In he hN m m a COLLAR 0 ha IM hn a l�m MW CMF EL 14 2 mmmmma s 0.4'W EL.14.3 J 000hae h�hsmm N 4•MIN. N mmm_e �mma DIAMETER 0 m ha ha a h�m Im v - N" 000hD� r.MmB 0 O O 0 00mhain emmmA M O EL3.3' mmm05cemomm 3 ............. _.-.__........____.. _ GROUND WATER HIGHEST EXPECTED GROUNDWATER 8./ LEACHING POOL N BACKFlLL MATERIAL TO BE CLEAN SAND k GRAVEL i.� - 0 79.9' SAND O 38.7' O W o -1n O 1,200 GALLON CYLINDRICAL SEPTIC TANK DETAIL EL 3.3• _ wtr) N 0 z O I"- VACANT HIS GROUND WATER C V ;0 T- X o � W (n LL1 2.0' -9 m 12.2' Z j iA v OC O � 0 2.0' D a a LOT 29 W SLATE OR OTHER $TOPPER END i)VYELLi�dis Q e TH Z O N N SU17ABL COVER OR PLUG PUBLIC WATER O z Q mLLJ J Jj 12.2' m � �/�90 -DI �_/) N O �� CL Z W 171 I.i� / ) SEWER PIPE ti 38.7• W O 30' ELBOW DW N O r, O N Z DWELLING sa' WYE PUBLIC WATER EL.15.8 CLEAN OUT DETAIL CMF ELA 1.9 NTS EL 16.6' N83'59'20"WCMF 269.61 DWELLING PUBLIC WATER EL 10.3' PROPOSED SEPTIC SYSTEM RAIN RUNOFF CONTAINMENT: (3 BEDROOMS) HOUSE WITH DECK 1-1200 GAL. 8'0 X 4' DEEP 3441 x 1 x 0.17 - 585 cu.ft. 2-80 X 6' DEEP LEACHING POOL 585/42.2 = 13.86 VF .n iL PROVIDE 3 DWS. 80 X 5' DEEP U KEY (i LOT 28 DWELLING Q = REBAR PUBLIC WATER ® = WELL O O ® = STAKE O = TEST HOLE ® = PIPE2 pE N r�b ra ® = MONUMENTcv ^,y,1. '' WETLAND FLAG e. ; = UTILITY POLE DWEWNG '' PUBLIC WATER " LOT NUMBERS REFER TO "MAP OF FAIRWAY FARMS FILED IN THE SUFFOLK COUNTY CLERKS ~� 1 OFFICE ON FEBRUARY 15, 1974 AS FILE NO. 6066. `VL7I..AP,, S. C. NO. 49618 PECONIC SURVEYO S, P.C. ANY AL TERA77ON OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF (631) 765-5020 FAX (631) 765--1797 THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SECTION 7209-SUBDIVISION 2. P.O. BOX 909 ALL CE HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE AREA= 40,510 SO. FT. 1230 TRAVELER STREET 19-028 APPEARS HEREON. SOU MOLD, N.Y. 11971 i SURVEY OF PROPERTYSCDHS REF#. R10-19-0069 N A T CUTCHOG UE PATH WAY TO WN OF SO UTHOLD SUFFOLK COUNTY, N. Y. 1000-109-05-14.29 'p,?9 SCALE. 1 —30 A, •6b. JUNE 5, 2019 JULY 18, 2019 (SCDHS REVISIONS) AUGUST 20, 2019 (SCDHS REVISIONS) NOVEMBER 25, 2019 (FOUNDA77ON LOCATION) o NOVEMBER 24, 2020 (FINAL) : LOT 30 O DWELLING O DWELLING PRIVATE WELL N PUBLIC WATER ® WELL DWELLING PUBLIC WATER TEST HOLE DATA McDO ALD 5/30/2019/ENCS S88'59'20'E 270.52' LINE OF EVERGREENS EL. 16.7' TELECOM 1.5 MIXED SAND AND LOAM CMF BOX ' &=�'BVq '- ?�- �' 4�m � *VIZ TELECOM EL 17.1' 0.4 W EL.15.5 BOX EL 014.2' O- ELEC. EL .14.3 CMF METER GrAVEL INSIDE TIMBER EDGING `f STONE6 GAS k METER BRICK STOOP O PALE BROWN nNE SAND SP ow O AC CONC. DW N O 39.4' r— W O WATER SERVICE VV W rfl W GRAVEL INSIDE O EL. 3.3' 13.4' \ I j m BAY TIMBER EDGING WATER IN PALE BROWN FINE SAND / MSR WINDOW I �O X VACANT SP (HIGHEST EXPECTED GROUND U) w WATER) 0 Z W °0 STONE N W Q :• viALK 0 �N{ STONE & BRICK W . W m m 'A' 1.8' fTl C STEPS LOT 29 z NOTE: WATER ENCOUNTERED 13.4 BELOW DWELLING > F— LL- LP1 o TH 9 BAY —T, - � SURFACE PUBLIC WATER Q � Q WINDOW �j � � R 0 STONE, CONC. W W C0 = & BRICK PORCH J ELEVATIONS REFERENCED TO NAVD 88 0 it N +: m W t LP2 O ST w IT1 GRAVEL INSIDE O TIMBER EDGING (L O LL r• BAY Z WINDOW '^ vJ �, 39.4' E �`. .. Q BB CURB B' O DEG 2020 AC = U m UNITS pW N U BB CURB -- m DWELLING PUBLIC WATER EL.15.8 EL 16.6' CMF N8659'20"W EL.11.9 ' SEPTIC LOCATION E:��Y 1 J %?21 269.61' CMF DWELLING CL 'B' PUBLIC WATER EL 10.3' ST 26' 30.5, ' LPI 48' 59' LP2 525' 49.5' SLS Ci,:Cu :wk P gr r.�rr. 'i IT in"EA TP V -S LOT 28 KEY Ar-lp1.'Z)�lr!• J1; (1R^iZntFOR DWELLING Q = REBAR t: i..DEC 1 6 202[1_ t �/ PUBLIC WATER . c�10 ® WELL �•,. ,� ��:�, . ® = STAKE Thi ticrr4 : c. , ��j :.y i ±,..{ ai^'; ^:,?: t -rc:been p �' C"�'' •' '' .�: r.Y;�r:rl `, . ,;, :—c'ev and found to LO ® = TEST HOLE b4 sags x'.: ?y FCF�A ® = PIPE 1 �° ® = MONUMENT �, k = WETLAND FLAG y €` 4` = UTILITY POLE �;, DWELLINGF. PUBLIC WATER ` LOT NUMBERS REFER TO "MAP OF FAIRWAY �-'�, FARMS" FlLED IN THE SUFFOLK COUNTY CLERK'S : 16 OMCE ON FEBRUARY 15, 1974 AS FILE NO. 6066. ,, .S. LIC. NO. 49618 ANY ALTERA770N OR ADD17ION TO THIS SURVEY 1S A WOLA77ON OF SEC77ON 7209 OF PECONIC StfPVEYORS, P.C. THE NEW YORK STATE EDUCA77ON LAW. EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. (631) 765-5020 FAX (631) 765-1797 ALL CER77ACA77ONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE AREA= 40,510 SO. FT. 1230 TRAVELER STREET p APPEARS HEREON. SOUTNOLD, N.Y. 11971 —OZU Jarski, John From: Peter <peter@waysidefence.com> Sent: Thursday,April 2, 2020 8:17 AM To: Jarski,John Subject: PERMIT#44362 - 1295 Fairway Dr Cutchogue Hi John...Not sure whether you are remoting into your emails...In any case I hope this one finds you well...Prior to the shut down I had an appointment for a plumbing inspection...Not knowing when we all might back to work, could I take photos or a video of the plumbing and insulation prior to sheetrock for submittal to you upon your return?...Thank you John...Peter...631-767-8969 (cell) Peter DeLorenzo Wayside Fence Co. (est. 1951) peter@waysidefence.com www.waysidefence.com 63 3rd Ave. 56 Fenn Rd. BayShore, NY 11706 Newington, CT 06111 800-847-7789 800-847-7789 631-968-6828 (0) 860-594-1090 (0) 631-968-6928 (F) 860-594-1093 (F) WAYSIDE WF-. KNQw. FENC£. ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. i Peter From: Dave Busch <dbusch@buschassociatespc.com> Sent: Friday,July 24, 2020 5:25 PM To: johnj@southoldtownny.gov Cc: Peter; Stephanie Rakiec; Mary Bu .,__ Subject: Delorenzo Residence - Perm' #44362 Attachments: 20-0717 DeLorenzo Residence rc tr& Dwg S&S.PDF John, I am following up in regard to a phone message I had left in regard to conversation I had with Mr. Peter DeLorenzo, and his new residence that is under construction at 1295 Fairway Dr., Cutchogue, NY. In summary, I am providing the attached signed and sealed letter of address to two items; basement egress and basement insulation.The attached letter and foundation plan reflect noted updates to one of the basement windows to provide for a new emergency escape and rescue opening in compliance with code. Additionally, please find the attached letter to address the specification of the installed exterior basement wall insulation, and the R value in compliance with code. I trust the above meet with your understanding. Please feel free to contact me directly with any questions or additional needs. Enjoy your weekend! Sincerely David D.Busch,AIA, LEED AP Principal Busch Associates Architects 90 West Main St., Bay Shore, NY 11706 0: 631-969-0900 465 Maitland Ave., Altamonte Springs, FL 32701 10: 407-979-4482 E: dbusch0buschassociatespc.com buschassociates pc.com I Facebook ITwitter I Instagram I Houzz ._� MAY 1 9 2021 t'l T 1 May 17, 2021 Department of Buildings Town of Southold 53095 Main Road Southold, NY 11971 Re: Permit#44362—(6) Month Extension DeLorenzo Residence 1295 Fairway Drive, Cutchogue, NY 11935 To whom I may concern, This letter is a request to have the above project be given a (6) month extension...Thank you for ail considerations... Peter DeLorenzo—0 er 631-767-8969 MAY 1 7 2021 REScheck Software Versions 4.6.5 Compliance LVJ Project Lot 29 Fairway Drive Energy Code: 2015 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,474 fg2 Glazing Area 17% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Lot 29 Fairway Drive Peter DeLorenzo Dave Busch Cutchogue,NY 11935 Wayside Fence 90 West Main St 63 3rd Ave Bay Shore,NY 11706 Bayshore, NY 11706 631-969-0900 631-767-8969 dbusch@buschassociatespc.com Peter@waysidefence.com Compliance: 17.6%Better Than Code Maximum UA: 421 Your UA: 347 Maximum SHGC: 0.40 Your SHGC: 0.22 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Atsembly I Cavity "Cont. 7 Perimeter Ceiling: Cathedral Ceiling 2,474 45.0 0.0 0.023 57 Above grade walls:Wood Frame,24"o.c. 1,708 27.0 0.0 0.049 65 Window 1:Metal Frame:Double Pane with Low-E 365 0.220 80 SHGC: 0.22 Door 1:Solid 21 0.350 7 Garage wall:Wood Frame,24"o.c. 437 27.0 0.0 0.049 20 Door 2:Solid 21 0.350 7 Basement Wall 1:Solid Concrete or Masonry 1,880 0.0 10.0 0.059 111 Wall height: 8.0' Depth below grade:7,2' Insulation depth:8,0' Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to mee .the 2015 IECC requirements in RESchrston 4.6.5 a d to comply,with them i story requirements liste the RESch spection Checldist. Name-Title Signatur Date Project Title: Lot 29 Fairway Drive Report date: 10/07/19 Data filename;\\192.168.1.58\users\dan\Desktop\In Progress Jobs\Lot 29 Fairway Drive\Lot 29 Fairway Page 1 of10 Drive.rck Project Title: Lot 29 Fairway Drive Report date: 10/07/19 Data filename: \\192.168.1.58\users\dan\Desktop\ln Progress Jobs\Lot 29 Fairway Drive\Lot 29 Fairway Page 2 of 10 D rive.rck REScheck Software Version 4.6.5 Inspection Checklist Energy Code: 2015 IECC Requirements: 97.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Se on pre Inspection/Plan'Revievu Plans Verif�etl Field Verif1etl Compl►es� Comments/Assumptions "Value a Value 103.1, ;Construction drawings and A, ❑Complies :Requirement will be met. EAll 103.2 (documentation demonstrate �j z , ❑Does Not [PR1]1 lenergy code compliance for the building envelope.Thermal G 1❑Not Observable ;envelope represented on k ❑Not Applicable construction documents. _ 103.1, ;Construction drawings and u j❑Complies ;Requirement will be met. 103.2, idocumentation demonstrate ❑Does Not 403.7 'energy code compliance for i [PR3]1 lighting and mechanical systems � ` F i El Not Observable ; U (Systems serving multiples ' IE Not Applicable dwelling units must demonstratei r ;compliance with the IECC ; E° Commercial Provisions. ` , 3.02 1 Heating and cooling equipment is: Heating: Heating: .❑Complies Requirement will be met. 403'.-111' sized per ACCA Manual S based ; Btu/hr Btu/hr 1❑Does Not [PR 2]z on loads calculated per RCCA Cooling: Cooling: bNot Observable w J Manual J or other methods Btu/hr Btu/hr a❑Not Applicable r approved by the code official. Pp r i r •==U. ai i r i I 1 ! Additional Comments/Assumptions: 1 High Impact(Tier 1) '2° Medium Impact(Tier 2) 3. Low Impact(Tier 3) Project Title: Lot 29 Fairway Drive Report date: 10/07/19 Data filename: \\192.168.1.58\users\dan\Desktop\In Progress Jobs\Lot 29 Fairway Drive\Lot 29 Fairway Page 3 of 10 Drive.rck Section plans Verified Field Verified # Foundation Inspection Value Value Complies? Comments/Assumptions & Req.iD 402.1.1 :Conditioned basement wall ', R- R- ;❑Complies ;See the Envelope Assemblies [FO4]1 :insulation R-value.Where interior R- R- ;❑Does Not ;table for values. iinsulation is used,verification ; ,may need to occur during ;❑Not Observable, :Insulation Inspection. Not ; ;❑Not Applicable ; ;required in warm-humid locations; in Climate Zone 3. 303.2 ;Conditioned basement wall ❑Complies [FO5I1 insulation installed per ❑Does Not manufacturer's instructions. ❑Not Observable ❑Not Applicable ; 402.2.9 ;Conditioned basement wall ft ft ;❑Complies ;See the Envelope Assemblies [FO611 insulation depth of burial or 1 E❑Does Not (table for values. Q, ;distance from top of wall. ,❑Not Observable v ; ❑Not Applicable 303.21 A protective covering is installed LL El Complies ;,Exception: Requirement is [1`011]2 oto protect exposed exterior ,,; ❑Does Not ;not applicable. insulation and extends a = minimum of 6 in. below grade. '[:]Not Observable j❑Not Applicable 403.9 ;Snow-and ice-melting systemComplies ;Exception: Requirement is [FO12]z controls installed. ❑❑Does Not not applicable. ❑Not Observable 3❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) ',3 1 Low Impact(Tier 3) Project Title: Lot 29 Fairway Drive Report date: 10/07/19 Data filename: \\192.168.1.58\users\dan\Desktop\In Progress Jobs\Lot 29 Fairway Drive\Lot 29 Fairway Page 4 of 10 Drive.rck Se on Frami Pians Verified Field Verified. ' ng/.Rough-In"Inspection Value Value Complies'. Comments/Assumptiohs &Req.ID 402.1.1, :Door U-factor. U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.4 :❑Does Not ;table for values. [FRl]1 ❑Not Observable ❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted ; U- U- ;❑Complies ;see the Envelope Assemblies 402.3.1, average). ;❑Does Not table for values. 402.3.3, 402.5 E❑Not Observable [FR2]1 ; ;❑Not Applicable 303.1.3 ;U-factors of fenestration products '=` ❑Complies ;Requirement will be met. [FR4]1 :are determined in accordance ❑Does Not V with the NFRC test procedure or ;taken from the default table. ❑Not Observable ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies ;Requirement will be met. [FR23]1 installed per manufacturer' s ' >;❑Does Not C instructions. ❑Not Observable ' } _❑Not Applicable 402.4.3 ;Fenestration that is not site built 11-1Complies ;Requirement will be met. [FR20]1 is listed and labeled as meeting ' •,I❑Does Not ti iAAMA/WDMA/CSA 101/i.5.2/A440 Y or has infiltration rates per NFRC ❑Not Observable :400 that do not exceed code ❑Not Applicable ; limits. ) 402.4.5 OC-rated recessed lighting fixtures j❑Complies :Requirement will be met. [FR16]2 y sealed at housing/interior finish .❑Does Not and labeled to indicate:52.0 cfm N:w leakage at 75 Pa. � ;❑Not Observable I E]Not Applicable ; 403.3.1 ;Supply and return ducts in attics I❑Complies ,Requirement will be met. [FR1211 :insulated >= R-8 where duct is ` "]❑Does Not >=3 inches in diameter and >_ R-6 where<3 inches.Supply and a°'❑Not Observable I return ducts in other portions of ' . .• '❑Not Applicable ;the building insulated >= R-6 for !diameter>= 3 inches and R-4.2 .for<3 inches in diameter. 403.3.5 ,i Building cavities are not used as ❑Complies ;Requirement will be met. [FR15]3 i ducts or plenums. ❑Does Not ty p v ; ;. ❑Not Observable ❑Not Applicable 403.4 HVAC piping conveying fluids ; R- R- ❑Complies ;Requirement will be met. [FR17]2 I above 105°F or chilled fluids ;❑Does Not J t below 55°F are insulated to>_R- 3 ; ;❑Not Observable ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC ❑Complies :Requirement will be met. [FR24]1 :piping. "❑Does Not v ❑Not Observable :�, ❑Not Applicable 403.5.3 Hot water pipes are insulated to R- R- ;❑Complies ;Requirement will be met. [FR18'12 ' s>_R-3. ❑Does Not U.. ; ;❑Not Observable ' ❑Not Applicable 403.6 ,Automatic or gravity dampers are ; ❑Complies ;Requirement will be met. [FR�19]2 ;installed on all outdoor airy ❑Does Not intakes and exhausts. ❑Not Observable ; ,..± ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3•1 Low Impact(Tier 3) Project Title: Lot 29 Fairway Drive Report date: 10/07/19 Data filename: \\192.168.1.58\users\dan\Desktop\in Progress Jobs\Lot 29 Fairway Drive\Lot 29 Fairway Page 5 of 10 Drive.rck Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Lot 29 Fairway Drive Report date: 10/07/19 Data filename:\\192.168.1.58\users\dan\Desktop\In Progress Jobs\Lot 29 Fairway Drive\Lot 29 Fairway Page 6 of 10 Drive.rck Section Plans.Verified Field Verified: , # Insulation Inspection Value Value Complies?' Comments/Assumptions & Req:ID 303.1 ;All installed insulation is labeled ❑Complies ;Requirement will be met. [IN13]2 lorthe installed R-values (❑Does Not provided. I i ❑Not Observable ; ❑Not Applicable 402.1.1, I Wall insulation R-value. If this is a: R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, !mass wall with at least 1/z of the : Wood E] Wood ;❑Does Not ;table for values. 402.2.6 ;wall insulation on the wall [IN3]1 ;exterior,the exterior insulation ❑ Mass E] mass ;❑Not Observable ; requirement applies(FR10). ;❑ Steel E] Steel ❑Not Applicable , 303.2 ;Wall insulation is installed per ; ; ❑Complies ;Requirement will be met. [IN4]1 manufacturer's instructions. j❑Does Not I I ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) Jrr2 I Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: Lot 29 Fairway Drive Report date: 10/07/19 Data filename: \\192.168.1.58\users\dan\Desktop\In Progress Jobs\Lot 29 Fairway Drive\Lot 29 Fairway Page 7 of 10 Drive.rck Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Ceiling insulation R-value. R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.11 i ❑ Wood ❑ Wood ;❑Does Not ;table for values. 402.2.2, 1❑ Steel ❑ Steel ❑ 402.2.6 Not Observable ; [FI1]1 ; ;❑Not Applicable ; 303.1.1.1,;Ceiling insulation installed per ❑Complies ,Requirement will be met. 303.2 manufacturer's instructions. ❑Does Not ; [FI2]1 ;Blown insulation marked every 300 ft2. -JEINot Observable 11❑Not Applicable , 402 2.3 ;Vented attics with air permeable ❑Complies :Requirement will be met. [FI22]2 a insulation include baffle adjacent i❑Does Not to soffit and eave vents that ; extends over insulation. '❑Not Observable ; ❑Not Applicable 402.2.4 ;Attic access hatch and door ; R- R- ;❑Complies ;Requirement will be met. [FI3]1 "insulation >_R-value of the UDoes Not ;adjacent assembly. ; ,❑Not Observable ' :❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ; ACH 50 = ; ACH 50 = ;❑Complies ;Requirement will be met. [FI17]1 Tach in Climate Zones 1-2,and ;❑Does Not <=3 ach in Climate Zones 3-8. ; ;❑Not Observable ' ;❑Not Applicable 403.3.4 Duct tightness test result of<=4 ; cfm/100 ; cfm/100 ;❑Complies :Requirement will be met. [F14]1 ;cfm/100 ft2 across the system or ; ft2 ft2 :❑Does Not <=3 cfm/100 ft2 without air handier @ 25 Pa.For rough-in <❑Not Observable ;tests,verification may need to ; ;❑Not Applicable ;occur during Framing Inspection. , 403.3.3 !Ducts are pressure tested to ; cfm/100 cfm/100 ;❑Complies Requirement will be met. [FI27]1 determine air leakage with ; ft2 ft2 ❑Does Not either: Rough-in test:Total ;❑Not Observable ;leakage measured with a ; pressure differential of 0.1 inch ; ;❑Not Applicable w.g.across the system including ; ;the manufacturer's air handler ; , enclosure if installed at time of ;test. Postconstruction test:Total ;leakage measured with a ,pressure differential of 0.1 inch w.g.across the entire system including the manufacturer's air ; ,handler enclosure. 403.3.2.1 ;Air handler leakage designated ❑Complies ;Requirement will be met. [FI24]1 ;by manufacturer at<=2%of ❑Does Not design air flow. ; ❑Not Observable ❑Not Applicable 403.1.1 Programmable thermostats , ❑Complies ;Requirement will be met. [FI9]2 'installed for control of primary ❑Does Not heating and cooling systems and 's•initially set by manufacturer to ❑Not Observable ; code specifications. ;:_. ❑Not Applicable 403.1.2 ;Heat pump thermostat installed E]Complies :Exception: Requirement is [F[10]2 ion heat pumps. j❑Does Not :not applicable. 1 i 1 a k .=,❑Not Observable I ❑Not Applicable 403.5.1 ;Circulating service hot water ❑Complies :Requirement will be met. [Fl11]2 ;systems have automatic or a❑Does Not accessible manual controls. 3 ❑Not Observable ; ❑Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) '3 1 Low Impact(Tier 3) Project Title: Lot 29 Fairway Drive Report date: 10/07/19 Data filename: \\192.168.1.58\users\dan\Desktop\In Progress Jobs\Lot 29 Fairway Drive\Lot 29 Fairway Page 8 of 10 Drive.rck section. Plans Verified Eield Verified.,` # Final Inspection Provisions Complies- Comments/Assumptions Req.ID Value .Value 403.6.1 t'tAll mechanical ventilation system{ ❑Complies :Requirement will be meta [F125]2 lfans not part of tested and listed { ❑Does Not HVAC equipment meet efficacy i1j❑Not Observable ; and air flow limits. < ; <`,�❑Not Applicable 403.2 ' Hot water boilers supplying heat :. .❑Complies ;Exception: Requirement is [F1261]2 )through one-or two-pipe heating ❑Does Not not applicable. }systems have outdoor setback control to lower boiler water .❑Not Observable ; temperature based on outdoor ;.J❑Not Applicable I temperature. 403.5.1.1 Heated water circulation systems ❑Complies ;Exception: Requirement is [FI28]2 ihave a circulation pump.The ❑Does Not not applicable. ;system return pipe is a dedicated ❑Not Observable j #return pipe or a cold water supply pipe.Gravity and thermos- ❑Not Applicable syphon circulation systems are j not present.Controls for 1 ; I circulating hot water system pumps start the pump with signal for hot water demand within the ; occupancy. Controls ; automatically turn off the pump when water is in circulation loop is at set-point temperature and r j no demand for hot water exists. 403.5.1.2 ;Electric heat trace systems ❑Complies ;Exception: Requirement is [FI29]2 comply with IEEE 515.1 or UL a❑Does Not not applicable. 1515.Controls automaticallyj adjust the energy input to the ❑Not Observable heat tracing to maintain the IE]Not Applicable desired water temperature in the Piping. 403.5.2 i Water distribution systems that j❑Complies ;Exception: Requirement is [FI30]z 1 have recirculation pumps that ; ]Does Not not applicable. pump water from a heated water 4 ,, supply pipe back to the heated ;❑Not Observable ; water source through a cold (❑Not Applicable ; water supply pipe have a w demand recirculation water A ; ;system. Pumps have controls ; ;that manage operation of the {pump and limit the temperature of the water entering the cold water piping to 1049F. 403.5.4 Drain water heat recovery units ❑Complies ;Exception: Requirement is [FI31]z ;tested in accordance with CSA ❑Does Not ;not applicable. B55.1. Potable water-side jpressure loss of drain water heat ❑Not Observable recovery units <3 psi for ❑Not Applicable { individual units connected to one or two showers. Potable water- i side pressure loss of drain water {heat recovery units< 2 psi for individual units connected to three or more showers. i 404.1 ;75%of lamps in permanent ,.r ❑Complies ;Requirement will be met. [FI6]1 Mixtures or 75%of permanent Not fixtures have high efficacy lamps. k Does not apply to low-voltage 3❑Not Observable ;lighting. -❑Not Applicable ; 464-JA- Fuel gas lighting systems have 7, J❑Complies :Requirement will be met. [FI23]3 no continuous pilot light. a El Does Not U ;-j❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Lot 29 Fairway Drive Report date: 10/07/19 Data filename: \\192.168.1.58\users\dan\Desktop\In Progress Jobs\Lot 29 Fairway Drive\Lot 29 Fairway Page 9 of10 Drive.rck r . ;Section ` PlansVerified Field Verified„ # Final`Inspection Provisions Complies Comments/Assumptions` �cReq:1D Value value. . 401.3 Compliance certificate posted, k ❑Complies :Requirement will be met. 1517 z [ l ❑Does Not a ❑Not Observable < 1❑Not Applicable 303 3 Manufacturer manuals for ❑Complies ;Requirement will be met. [15118]3 mechanical and water heating E ' ❑Does Not systems have been provided. ¢ ❑Not Observable ; ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) t`2 1 Medium Impact(Tier 2) `3.'1 Low Impact(Tier 3) Project Title: Lot 29 Fairway Drive Report date: 10/07/19 Data filename:\\192.168.1.58\users\dan\Desktop\In Progress Jobs\Lot 29 Fairway Drive\Lot 29 Fairway Page 10 of 10 Drive.rck 7 � 2015 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 27.00 Below-Grade Wall 10.00 Floor 0.00 Ceiling / Roof 45.00 Ductwork (unconditioned spaces): Glass &Door Rating U-Factor SHGC, Window 0.22 0.22 Door 0.35 Heating & .. Heating System: Cooling System: Water Heater: Name: Date: Comments BUSCH ASSOCIATES Alxfl:l'i is CI": m DELORENZO RESIDENCE LOT 29 FAIRWAY DRIVE ,.,,., CUTCHOGUE, NY 11935 — DIST: 1000 SEC: 109.00 BLOCK: 05.00 LOTS: 014.029 SCOPE OF WORK: PLOT PLAN: ixlc, AxD A<L DRAWN.LIST CorvsraucRaN oro rvEw OxESraav a.so rn+clLix4 � icArvDOEDOanvnl I �xErv�A CE laou. sa xoi BE Q.FOR caaSlauttlOH zF4z- PEEDINPNI i in RI a NAxnRos IRxtJE.E9xo iEUP ® N R i - z a iEni. o a s�5s od TE sw TAIIE SUI LDING CODE INFOReMATeOLG Os.00 R ODu.ms ZONING INFORMATION GENERAL i _- — Py ` � c�en 1 ccEx aaALxo - ET.- ------ - - -INI u PptN/ S ARCHITECTURAL ARo �ssu ES,I_ / ,arse •j R AccEssoav siaucnaE 1-1 YARD - s es sv xm e _ _ _ _ _ I A6t Wxo.D.DOESDn __ - Aa3 NAn1xOlwoauARON i. RE.RrAaD x — ExixAxo,e. I r 1 I I I a,Ett ----- BUILDING AREA -eP - I — _M!—ED &i �ece01 I I — a. o =r DELORENZO QQ RESIDENCE aE -- 5IonLOT 29 FAIRWAY DRIVE LUTLNOGUE.NY 119]5E%,aANO,E axuNo nnE—J I v -»'^- COVER SHEET ATE ------- - -- �.,,---------- -_- SITE PLAN C0.1 ONLEGExp MIEET: BUSCH ASSOCIATES .�.�..�� ARCIN VC r5r NEVEO NOTES `t.PR E6.NIDgVAxO EsaIE OPFAWOW � — x iMFAIDSIEEtsu���Join ES. usEUENf'NxWw6Y srtvERtIE. / FORT luTEONC¢TOM11 EE'IEsiEEE= • 'I^� ,.• T.'..`•. DLEARUJCESAx E6RNOsu ,,61'4 FR.WWDSE.EPAoxGANO aRECRou OPERu I.M.EDERIMFIVU \ tauTloN --- l•- -+•.! --~�_�- /��~�-r -IN0' OO QYEYBER tAo M BERRIrvG PERIcooE VF I BEINGSIRPDXTEO. iREAO I ITNEE .74 -f—T��• tl..o� ` I� ______—___ __ s,'-t�• f 11w�y4 ooUE 40.N�xsWix .—ON OR - ....n.v..an..,w.... e,.'�M per:••'"M• runa..nn+:e.n wn•r.:..ro� ©6USEH ASSOcuTE1 _.: T EN . .....a .., - r ... - .. :.:i N 0 .*i——————— I. I V `NtMIYBEn�w� O NEYEDTeGWRSCNEDUIE R O wFnOwrvPE-xEYEe IO WOR SUEDLL£ QN-GRTM I I w <T xE ED NOTE on. _0 LNAI E.REFERTDW.L EDETAR6 ROOM =u Apxx 1—_ __ _ — T.-1%' �ENMY ,FGN6EUYN D BWWEENNDYtlEEDY.NxRxmR.LI '1 -- —— —L—— ——__——— EFEOOn RSOI ORN — 1—TED OET611 EAT7ERYBcax onlivrnrnnoeL1A..11FEO I :I m w?HwTTED1 I'E ENT. -- II Il p\\V\IUERT II • I wa PRw O n&li JII I ° �uHLlnq FOR.� wEviO I — t____ I q q $ WwEcn T• of oI _ BER RAE ER u F. m6ERS NI .`T� ® �� vG1F.� 0 u' :. iNEAos(II®IT - c `- C r _ W T �__ __x _ I Oan DDNIxcDV6 PODEDWNa.ETE —_rcz INS— -- PREssuRE tREATEG 6LacNIxG ISSUESTREVISIONS I I I I 0 41 cOuxetio sr LA ER L J a a,afii GTED 111ET1 ----- —— ai —raLD N r��T` r� P., --- ------- DRDIfiI ----- --- -- ,` r —— = ANCHOR NDTES Res SRa�sx BSE N — —— ® HAIL BE F—DO M11 TO,] 3 u Y 0NT F NN N BtaalaG � NI " FWN NI I.'I L-------- nI wcnwsuniln�xdslyE61 N FULNDAtiln6 EnRESI6TWGI IERALANOSKIR ' I — ---- I _ r 7 I I I I E TREATED N - - J L J I L�TWCO 6 ,J, Lj.Er—V.t.-Gp J -� --�-- I I I E. RBOifi.NGOTxERPanG TOx6tR P WG ---- --- - / I RASEMENT I'.. NT ARAGE RLo _— p xET EDSUR1AEI.tETEDVlO615xuiiVeE - _- PtIf S.E. pSURPRF.ai��EOVL�wSaPACE. _ I 4 500 E TO PR l EMOlI°V NTRAIV EFERAR WNM bt SI LLI I.I I I 6roFlEkTsEAND6 O RER. T I �a�tR-1E6IGNe NGfi o ILER LEDIn I<I`- N 1 I I I I "oE6N0 E EiED G` cI. l I J I I O"g,'TE 6i YlSio°"P�:INIOn OG ReOn NDN L ON.�PovhRSOURCE ioR m I A 2J-II —.11-ION'NNER GREFsMTtD lµA FCCYADM'EwfN I: --._--- ------ — --------- -- — ---__--_— NEL I� J L ANN.TEN ET.T ---------- — --------m - DELORENZO _ RS_IDAR1O1 EVEEioP AccoRDAN6E WTH RD6222 TE a YETxOD6Nc6TDWPLYWTxR i I —RED � nNEs.NEN6.MADE BEYfiAnO RESIDENCE TI I'F I PAD,x L'RUN a E„REHTRAINEDA„oxA MI PR EANw�cY L 5 11 6TAENGTx OF 3.51 PSI 0260AY6. TREMs'Na1 :IR'Na 11 LOT 3S FAIR WAY ORIVE RrECUTCHOGUE.NY>_ � A ATLE. SEEE FOUNDATION .I®IzaaE CONSTRUCTION PLAN Wa®ITG.0 aEW. O.L. OY,Drq,B Gix®xe pAV6.M PE IN LOCALI V.O.N uNNEATEO ARFA6 ie EKTEND inox°EAOxw,Y.wooAO" no f WFe6T VNEF .aeW•eoA1,1 BUSCH ASSOCIATES / Eo. awlno aN[:I:�i:::'1'S n as ®♦ I ... urvE Df saPRr oR CELrvccorvDlnGN AeovE I.:_ .. - nEwwnoGw.REFERTDwnoowSLH—E ]6� EEESEGEJ sL FER TO GGGR ANG HARE-Rf —x'-x'x ]...• n->3• PAH ir`v`d,l _ }• nIER GR LGADSEAR rvG G. ELGDKSGLGATMDS r ——— ——— STRD TNRALGEARnGNENRER.sEE FDREFEREnEP NY c — R LroTwElE.SreEL.wDDD ,,.,,„,,;,;.�•,„.,,,.•.,,,,,..,,h.,.•..,., -IN-L.11 _ -. LSEATFICH EAG ""NGPGDLw..."'URELnDN N sT IARGNEI - —- COVERED - _ []O nucT=a'DST wiN aft I nElnfoeEARINC Pure.u.D.v. DEHTIA BV SEL]IDN RxI( ISINSLraNr I I O R.WTHB ATEA SAA F O HoloD NDUNTED GA O O OD O O O I © INPFoRASNOGHARDWREV - am LJ — — x6 JnxLx6 uux 1 L n — E'"lu. ]h mY%Rt11;7LUL.FLusR I D� cSILIN.NDGNIED ExHAusi FAn �- .O 's V EXC�T.R -- - M VATIGN E,TH . a ER 51 rvNSIRSNRnRn - --- - SEDROOM11 L ' °' uurJDRv ASDMIA G - O .-TER BEDROOM V NEA GP RenSIDv BREAKFAST KITCHEN �� O ILS _AV 0m — Illxie 1=/ pLFp - -fir ©O ® 5 -O IS' 0MIS"FEYDHEADER NEArED ISSUESJREVISIONS----- -- -_ - A - I ____ _____ _- o o x - F—,IITTr uN TpIFDHERawsEvI.IN C cMINIMUM EXTERIOR WALL RECUIREMENTS: G = Q {T IxR%tu 1.NJgl6•GC DF%3GRADf GR fEiiER Ai9NAx.PIATE NEIGH). LIN LIN O T O Hs®I6._EFRIGRAGE GR EEiifR ATDNAx.v, HEtt:HT. I(�1 2IS6ls.c[IF vxG--G SllTSR AT,6'MA%.PUTS Hr. _ _ OIC Oxx Ixl %IJ'LV TD j� I w.RACE TDRSCENE SANE Dwoa IG H Ixlz_o %�uoR"'L EFFA's IET I GR-.TE DGue ED NDEFRR ATHALLPARULEL AAS,FDR DETAIL�INTERi RWALL6 APPUANCF” ----- ❑y Ix S S..'•,j .Y 9'.I t3• ]']�' IR F7G N.-ETN— O c3• RSEl SIDErvnAIcoDS RAGES p I O ---_ II ao �J GO — a HE. 0 BEDSi IMIIIIIS ROOM pt _ -- 'PLAY RC LNING ROOM �M lai,IE E TMIALw ITDFUIIVCIIPL MI aIS, SE aJELi A3' D o? M 3 9 3' i 1" . .FTHE G=E ITEI All' 'THAT RIOz.E.I E 01 111.SILTLVL au 'XOIllL.—. s DOA, WT.TH'SANESS DELORENZO DDD O _ DGGw M�oE.61INEoEE=01,AEEES".oNAHOAGAGNIN RESIDENCE pI I k Ia O gPD�ERSDDRDEFDRSMDKEALARM T."-`HEMSTGDGNP,YT d, Asa; - ___-_------ .A N.ALIFFNATTHESTAl L JUTCH IIS WTHRxOIP.s ANDRxOz.s.J 1O 29 CRWAY DRIVE UTCHOGUE.NY 1.lErAIT LI 1-1 AND NlTAUWI.I ARE TI f z6s JJs J.aTHERRnI..HEs aRE iG CGMPLYwiN R]6..5Axp AwnD TITLE USLNGEA." 1 ST FLOOR IER 1111—11 IIPIT IATN..1 All I�APPPUANGEA NAT sa CONSTRUCTION PLAN AU-NAUNIIIAL-1,ASG_ NAnuiiv,�c Jila IIITIiMIILI IE5GN5HEE.11 I'1.Ae.x A9.2 c0 s aucnENLECExO BUSCH.ASSOCIATES ��E.TERIERY,ALL 'xINO vTr.11;E�l:s xEWIxTER111M C •:::: UxEOfsOFRTORCEWH—THETATON.OuvE .:.I'•�.;::-•:- "^•„ . IIS`—r HEww—REFER Tpwx°uwscHEw ® HE.—E FER TOpoO A—AR—RE &OEJ(souO AT M osPAN Im.l .sreEL.¢wap ....: .,.,�..., �I.O Eu... T fcaaEFEa6xcE rO nPE:IE ssocM Es °au.m+.TEn uExeEa. CON—TART: °� a -cTq 6 H FR W¢6I:E.6P.G".NpGFE.- []O" OE nWOPO¢T(BO EI i I oo STRpEipRALPE6T ti I sTFEL RINp KALTT.RE�,N D.EARH.-E uO.R NT. ,•.' IY.. o1N a RER✓RN PR 0¢N F—L FOR R E`H„YRLRALL, w U. - --- -------1-------- ---- °--- -1- © GAaMrp¢a¢°NM°x°YI°E 4T ERY BApNP,ANOWRED f ——— —————— — ——— O_ LAAI.FaOMOE­1­ —Ap T Ri. E — F°EcnOx A.I e p CSUNONO-TEDEYHAusTFAH I I ELEY.rION pa¢EenEN *R- I /3 �. �E.OFRE�wslo.J jL. YEwFY WW REEL 'AF TER b stl I f F CE ER UxE ouRED—ORETE PRE"ll 11—ID A c%RTER HEAEER ISSUESJREVISIONS FOl.A T FLONM.—T TT°vF. i0 NATEOVENEERLUu¢ER O,A, ItlIpN. 1 ERE—El u.o11 UHLE¢¢OHERZE"o ETp"OTO R-ER C°°c°I N I I MFRSRENEW —— MWIUUM E%iER10R WALL RECUIREMENT6' WSUI.ATIoxpENEW _ R,A _ �� M R I aA®1CO.GDf RERAOE OR BErtFA AT4M.L Pu --I---- ¢ Intl.Itl L.V.I.RbCE eOApp - d ° ARlsh¢®0'O.G OF Fi¢RAE°E OR TER AT 11x.IL PLATE Hf, __ i d 8 A d I ER _ _ „.DISGG OF E¢iEpcR pE GGR. 11 R E I FBRRwWG EVERY tl'-0'Of JOI¢i SPAN. dRLR,.,=. —Rl—Tr GLV:HnNGPLRDW R — s m i Eiµo ATEEINTHlAETHESE --- d EALw,RNTOFW L=-AYreH G�f__ I E,EET. A ER tEEaaoOUCTEOF AN LNVEYTIE°E pE °HEM TH EI6TE A ",TEp"H F N.....NTETHEEE¢I r - - p TNEtl"I""A°pppp NEEwTHM10,o THE:o,¢ —————— wTERNATIOrULNE6WE TOA.FERE WOTFIRE RATE AusT miNEs OaYER PNE Noi io PEHEtNCTE FIRE RATEp V4YL6 �- - -- -- - -- pNESS6p Ho ETSAREFE" U-TLpFEALVARaE-1- DELORENZO _————J ——————— ORALUM1—THTI.,I"Ess¢PE FROIN6LTw"R,az,.z _ _ `°"T°EFs"EE 'E=R HE s° °"No.E¢PEa" RESIDENCE ®itlaC. —®]tlg1� T FI_ERR.... CE FORwwEALApx¢Y¢iEN I6 TO-All tMT. OPE HAVEAiUM—AO =F-110 ll—EATEITHAM—NAOCOR—TH ETEST LOT 29 FAIRWAY DRIVE CUTCHOGUE,NY E TOCOxaly tl50 WTNN]T...xER—EAH WaJ¢xa covLY NRH RB¢25.wp .wxp ilTLE: EQUAL ,r-- zr-n} lzaj• ARR¢z E— &REFEniooOOMBUSTIaraRsHEErs FonAm °wuarAL°YwiHinEmis ¢ ¢PCr-Tr"HA'nuiuuuu E FlOTLe'ss'iH°"°E,s N ROOF wU'H-TTR:'HA"00a�U.NFE:INTNE"-I CONSTRUCTION PLAN °ocimin O�ANre xs qaH uANIW NFa4(pEFEN iowxp LO.00E¢IONEEHFEi.41¢Avrl OONNECTIZ, INp 6TRUCNPE FOR DRAA N OF BY EMSn RE_NCE—N—LA ERE OHTOHETRU ON °' F'wLSESO CENSTRu I A2 1 --------- — —THEEuFwws°mTx°:E„O.was EU-I-- twl BUSCH ASSOCIATES ASGITIKcT.S auRiEYRuisxiae'ro9�u�xoaEE�T a+oRSlxsruulwN _. „I....; _ .-...... EE Eol acw,.EVETx am°N"ia adwixAxTo Aa .I'�:=-. _..... x NFAl12RAEd6TINCEdowO ATTA wuEMAlmdOoxwu of R—E lOa iw^YxES AaE fO COuxY Win TABIEIOlI. I ® I 10 1 DwSAT suilArvr. x ��.....,....uo Oeu A 1 _ 1 -- _y — � oOTuwu cOEO110 -- ceEElEO1E0aY DARER A. _ AIINN M!: I ® AEIEErEo a -T:-- - QQ - NAR 1111-1.1 p _- - ----------- — s¢Ecreoev`�a�wr°X,ER xl. c01a+sEI.ECTEOov Ova+Ea ' IEM. tAETEx s I aoVaeo cox i ElW I J r-- J f J r-- r�Ixl RAno dAxl I r r-_J LJ J 19SUESIREV1910NS TOWNERISSUE IRERNITCOM osrsvw LIM- i DELORENZO RESIDENCE — I'l LOT 29FAIRWAVDRIVE CUTCHOGUE.NV I 2NNOvha I �LID E I II1EXTERIOR Ewimxw EE_ ------- 1ajl R ELEVATIONS -l L TwwiliA Flla I _7 -.—RE wTE' OVIerAID - A4.1 BUSCH ASSOCIATES nuC.rl re::rs ND.ELiANI DDI°r.L rlo"E ..I.r: ueolx.cco'91U linRw.aRs�°?xi'"raNvm"" mICALai.LlvaLEvsl ir - —-- _ - - a LA°xD caxNEcilNsai xL„Ni E.sEmExi wrvoowsI cuENr, rn ens a.T.Ross tM yy,x cuv+xREo I�Elwsn PDARDs I a', I u•.NoowL,ELL siDNE,P[nos.ewcN I I _ _______ ROI�mEDRcouP—IE I��.� nrvos eELa4 -___ I 1 I I I s,DOP `/yl IME occoo I r-I r� _J LJ J L_________ L ________________ ________ _ ISSUESIREVISIONS _ ____________ _ D. ISSIEDI—Sl— .—I as R- --- ia' a, DELORENZO - - _ RESIDENCE LOT 39 FAIRWAY DRIVE GUTONOGUE.NY ----------------- i. wa E-HAU— EXTERIOR L-----�--------------'------ ERREDE I -j ELEVATIONS _ OVER -- ------------'--I rii NLEGENB daisci. BLUE¢IBNOIACE•waReaIER qF Ipp cs BUSCH ASSOCIATES l�r rtii"r "v�v r�kr r54; wuBEa cRAu RNR zAlzppuGLAs asal — Bres AHC HI: .J sBLpz D iow EB cOxPL"i"'IA TB'--"'"SE BION RSB21R1 AN _ cXDw.+a.m.wxo., " eAnnwswwnoxLro-Ls DASHPI Ei�owSUNNOTTOEX-D-IDITT AND �♦ I. .,.. R.DE PlrwooD �� 1wB XARwEaAP ARD wwNG s ING—PI—SPEOU.) ALAxR )E iWEsl xErxoos xusl mxPLrvalXAslx Ew IrEvosuREi a am uLEIPDSEDINstunwxwrewus SH:Aiwnc AaxBAnO s¢E. 111l PNTOBE MSlALLF➢WAnWMWRS ARE IO_.FBN AN wuu4 Cw aGt X HENR BtuEsaxwu rw lW �EP RSpEM aRao. _ rvPESIEFENAxp ` wIIS JdsACEo bAIi INSULATION BETWEEN � I '58-58 \ f NAZULSSExoiEI RRx�u�N NUF..Y.,EUUTO coMv vPEI LOCATIONS BOARB ll -IIIUU W)HRIC'BH2 )HEN wFMLLS.CO DBUILO ND LXERNAL TpN ENVELIOE�R.S. OFWALLSa:HAL FLOORS,BA¢ENEM. —PLATE OPNITE ElcISHAII BE BElERNwED A H. a®xOnCD ```` EOFCWPuiER SOEIVJUIE DEVELOPEG¢v THE �. 4E.III�JcaP—DEWrM�SI.EII REFERTOTHE Pd:OFaw Jdsr AxO UnF BAT! sEiEp IOFB AvouFE! xUN w.mwnwnnn.Pw.a.,. on.`+::e.•i,Pi:•• E _ MAxp NIw ..o©Suss A55BWlES Py .•R xsuunON R uLBulAnW m-In " wst1 TH Ere GTP¢IWBdNLD -I aGTIBIn.BELL PL w" 1 D,„E'w uLsµxwulFRA°,"EDBF L LIS.THE BpLTAM. LIxSULAnBN B=BALE OLLNFMs O.'T - .T wLE TOP MATE NO TXERNAL E.PUBMI AND rvELOPE1IN Au:OROANCE wnH sscrlON Ne®��'a - I• V LNExBERS ARE NOT lO BE aT,BOREo OR xolasO FRANI - - WA vROOcwG XE UNITAnaxs sPEwxFE1F�OI R.ASS BA.S.iSiI SPEXurtTEou OeRFss ITHE FFEei¢OFspa PWnOAnON VALLL —IMBARE IN AI'cORnwd:WlHRs¢iA2 Axwss PER FOUNDATION @ GRADE TYP.EXTERIOR WALL TYP.ROOF AND SOFFIT NDUNE.zJ�D:n�WSPI—IIi"LJxAeuJo rmioaxGAREAtso xsul*AM. EXTERIOR CORNER HOLD-DOWN #02 CONSTRUCTION DETAIL #03 CONSTRUCTION DETAIL #04 CONSTRUCTION DETAIL #05cf�MAax-WrXRGm.¢ Sm,1 1 A.AC1'-11 SCALE.1 IA sUtE.1x14 AssENBUESPRE IO NOOxPVLY W1HpAN jRAlEDwAiIS OR TYPICAL HEADER DETAILS'. ",T wuPUATERULORBwLGwGPELTANORSINsiALIAnoN RE TO CONPLv WTH RlB i" EN V R VERI.V a NAlBRIALBASEEDw ACCORBANECOR ION-RE6ISTANTANDANE PFR BaA x Ar A v. CON nuv PTR o;11 TALL cE—AR)W.B.RsaA?_ I AILLLUNIRINcdnAciWCONCREIE¢HALLSEPaESSLASE xsllliAlJi a I I PLBaJd¢i_ ADDIT EFMNI.IOEdNENSIDNE PaBNBE SBV.ASN BLBaG ONALIiwsX NAlERuI OPTIONS. DF111EO MOPPED SLUSH ISSUESIREVISIONS HANGERS EAC..IOOR JOT- HANUEasUa CEUINUJBIST ISSUE TO—EN IPERMT OPNDI _ - - - - BN.PP,I�FwYWO PASN LAN a 3ecaWLnE¢aaAv.cWlH `` AxTalm'tfOOERloascaEWs --_ �y GLEs -END — Im EXT �� sn IxSU AnoNxERIPIciA CTv DDU.TORBOVALI - iv CE14uDJwslslAs xOiE➢N E ADDIIBBNALUVERBFICEeNUTEa B- NB ) L 1}L'fRON WARN xDEOF WALL �(<..�.{ THSEANs S"S O ALL EAVES RANFS evulEvbl AL�-. -- j-11,,(I 3B coxnx0005PUTE _ ___I OJEci — ,( II.—aZ.—NAREa61 IOP BF PLATE �(YA/TA TYYrY YY�'.YYYYT_XX'NYSf:JYKYY YYYT_. YTY _ .. J N - - ENwrxBvrwxBlrr eElv.EE Ban abis. I- I�•" — U iEBB a oIAaSL'UO S , RANIxGP xG SAPH"BEOP_M ,�a�1ON DELORENZO ..A. COVERED PATIO EREANFAST I¢H PT HAwArFaBN � PLAYROOMRESIDENCE PAgl -1 R EL ON C-PADIED FILL-.L Papu cRAce SHEAT—U uP SME-TO FL ISTG AS NOTED ON LOT 2B FAIRWAY DRIVE CUTCHOGUE.NY wu -HGPi0 D8JO ut r,EaPRBB.IND w - OU—N.-I.. M 1IF BF--N _ E¢H AW.B mLE-__ 1 �` a . .Bu B WAuw INspuTIBx BET .2 i A. A. DRGHFL FOUNDATION— xpreDBx _ _ j R!F A A BUILDING SECTIONS ED BZ FWxpAllpxwALL BI AsxmEDONFWwIAnBN POSTING — BT EIU tISE ER IEPurtE s�W.ItO —PARDT !I SASENENT WeaPONSLL SEALEHrJsmOANaaR m�AD, Ts aB'-0LLC MoOv xER� AL¢ TSIGN4 ULE_ a Oao- so41UORE=o" Bl xp xo. �— uirl oLj ions Adel A5,1 NI21�s PEBARDS.—BUSCAPx ___ AR4wiEGi: DOOR SCHEDULE PLUMBING RISER LEGEND BUSCH ASSOCIATES WINDOW&DOOR SCHEDULE nHCrn'IiJCT5 U. Fa♦vE tluENsl... ARNOE tt r v. mx OR RArNE]6 FROM DDDR ®♦ .,I .•. INTERIOR rdr6d �— .1—TRAGTD.R —TAE—.PASSAGE A s'- ?6i BY -o-x Y•/NusOEWEEexDLE ® Nfwv+mAarwxc "I'i::::%:<:.•.`.. .. 11 RY ] ]ERIo .e.-I. _—- —TRA] FILE SWNe.PaIVAC/LOCK BErewN _ NT o0R �L�FJI ..._ 4 Ywie — BLENVuO ] M ] wu.P ♦ � to ySTWY♦<]2N NTRAc o BLbHUNO uV♦Twr I1 uUufDwuwlB� I] (� ..�•�+�+.+arzx..ex..,n. en>+....e.n.,...: 0 tswi. ] COxiRAcroR lllB6wNDLTLREI 1v/I]IISOE sNGIE eAmtuB o.©euscx• Ai RIERI. e- ♦ ort - saW RB.e 1?x ..T.—R xGIESUOEw IT19DELIGnrb x usUli * .e- ♦ ry.P ♦ tv♦w]-•tvt6N BDVOLEIUxO —REI uULLEDuwrs mppsep RI. T.lx ♦ ENGLE—RE-PRIVAGV Letx nt a at w wn xG " �t TERIoa ren c ueIE SWNG-PAssAGEs BASERENTEGRESE E.—E-- r r- Ta r wN.P — ItwiT•N .-TR-- — uT nom..LYR L OrTR ryA 1 N ., N♦wFAciVREn ItRLSTni¢WxOOW ORAPPRWEDEOVu1 , —na...e...n..wr �oWBEEoaN°uB�°P!HE.I`s`vuE'T' O.A�,se.ia%,%E`w m°NYw EnEwDR DRIUE6..n4rEUPERfD.�REDwREDBY NYs4DOE SEONDx]oa J L vEt rTRa,o.S ALL - __ _ _ n0Tµ0o VEn LLVAtuE DF0.]]AnO sxDCOF O]3 4 ALLL 1O o RROUGH OPIRN.ARE PER TRLsrATE wNDO'N6TANOMOS —— iERIOR .e. nTRA T c NG-R 0 TO FRAMING. SULTANI i a r6.s' nTRu)oa AssACE A99REVIATION6' IR T R e. nTR•CTOR -usA4E soon OR III CINIII.Tll INSULATEOSINGLEswNG-REYFO IEni. NOEFOa TEVPERE sAFEi uGU651x REOVIRED LOc♦xons. ^� troos]uNs c.TP acv R.O.s vaIOR OPA., cuss FORCD♦STALFEINGN ISSUE REVISIONS ww­ vn,OOwNmfs 'I I` JIL Ira IJIL wra J JIL ----"'"'--' - — -- UBLf PART.Insuuxrvocl•ss.l RE E WTH.Rfvav nlEEa luaLBltln4c4DEo' _ IF, ixvxiioR xiuw w.:si+vvftxL�rlLL:in uPLrvITNxrsllO SEOROI]B]torawl FORT P R ALLANO foTfGOR OO'OR ROUDx OPEwxcs ARE PER THE 1A.1—TURERo rrib "E ouPLrNwHs cosE 6E rO¢aoHOE FOR i¢uPEREO y'—r—%- I I EGREssvAron 0 io�RDsswINPN/�a<, ].ulEirew4aO ,s PaOYID¢DBr u♦NBFAO,uRER I t R OreOT --- ----- --- j vMO E E 0.TYPICAL PRE-DILLED HOLE =E .,, DELORENZO LOCATION RESIDENCE 1..=;.' w.r.s. P.�e e�.x PLUMBING SANITARY RISER DIAGRAM Ic 1 N.r.e, 1OvIo¢xLwPu11AIRK LOT 39 FAIRWAY DRIVE CUTCHOGUE.NY 1 -,(-PERvnNOow� AWNOIiTLE. cD AN�—1 w0 s Heo oN.51-FI,Dr,LRINtl 1. ro seooNos SCHEDULES _STT,EeRN RooL NeI4Nr D.Bs_.eer oIR Less. ® &PLUMBING RISER i�L ee INsr.LLeo.r oPPoslNee ovtls Dr rue ; 1 1 -Reslsr AIR_wvme g$ uLnnwre wln101uwAl GP.CITY OP.m PCUNOs. sEALnsI4N.•rURE TYPICAL WINDOW PANEL ---- WIND BORNE DEBRIS PANEL DETAIL urs A7.1 ID LOAD DEEIGN CRRERIA ANO CONSTRUCTION NOTES'. SUSCH ASSOCIATE$ cOLVury HEADER,gEFERTD ARCii f.i:l.i Au DEw cDrvrDRNANDE vnrN rNE mislxiEarv4ngrvALGExoErvruL cpDE:¢iDIGI RLS1.].I.I,ANOROURE ¢TPLGIUNAL IN.Ax C, 'I •.�.. PATE.ASaN''I Z�EavuxOA"F Fnuu+L CouslOnUeilOrlua+VO"4 Fola"g4rveEwM`IO MOfuniv uDKLClu4Neca lYFa]iu+0 InslNPsori sTPDxnnE¢TPav aus,u W,N Y•I::": - RSTRUcIuxESLASFESL In11m FAsiENED TOGO I-E... RNo1NE MIR"FASIENEDIDCOLO INEADER IETRE 1..1 AN I.,_G.,OF FR_IT.,LEIS IRADE AND 1111 11110INIE VITH­1 EIGLIM1111 DM=JAIGNO'N E', E.TTII 11.3.1 FOR LEAR 1111 AIIE 7. II ¢EL�P A EW,N1/.bLE.vIHnly.nF AxD]TOF TNE�DI¢EOTIO�oFw000iR�uENDONf AND COLUxx WNTRAGfOR.PER EARN AL N=1 IV ON A ANo],¢ ORusdIM—NE. leaps cow capulxquEu¢ERsarvD FASTENERESINAPPINo CONNECTIONS ARE FOR USE WIN 000u8 HsuliArvl. ION AS PER ITS LDA.­G AND IIVOFA1tEPxs PRONOEDRv¢WPsox STRoxD RE.=t`ioas. G. DGLURN RF.SSIDENLF NFTIRMATITTN- 21-1 Nall xEl..Nf I :--S-0I'Ux IsfORIRExIExcEI III¢INF¢DN¢TRGNOTISOO.ECTOPNDEA 111 aha c1M1 I. NaLI@FAC"ENIDF INsinllgTONPEOL.R.PENTS DESIGN LOADSIGONNECIONS REQUIREMENT JI Ce...-RATLE IS EACH EN.GF xsul* WP¢ory sixaxO nE PNns I.L.v]u OAS,NARATEARNRAF,EP O wE.I. EDmvf"�TGEsIII>r.'EvbEDDED 9ol15 AT FACN OCtuvN ONo�EVmoptFSa Y SE 'A.`ER, a wPLIrAbLE II L . RTD II III MWPIER,FILLSOLID ENT. DONFLENEI ibEE'D II SDE t.¢ ¢ER Is ¢sR , su ROOF/ATTIC III H IEx4EETAR.]I , LouTloFs / NI1.AWSIMPTH lslee FASTEN STRONG NEUTaEGPOR NAFTEFT LUMCONNECTION .Iomro.cl xxEb(5)1 FASTENEDTITOPPIATES. HOLLOW CON UPLIFT ISSUEGtREVISIONs ON A@I...'OCI ILLNE DDII cOP@OANAGE SCALE:xTs �L'-l:,o�MERIOOEAIMFORWIIPAlkLUTOTIEIME. ISSUE Ill avmIFEINAT I IS TIE EuuwgLERITI. Islet cquNOvxUls@EACH ENDRN ISSUEDFUR—FTERENEW 1 1-11 'ALL "TTIM SP ST xxPos¢TRAPAT EARN 6TID.FOR — --- PER PVFTFORCESaxLv D '•' ELIC'li`uzluF il04Db ONLI AS IwTEPAL ANON.2.F LOADS ME NIwuALDUE ALo4R4oE LEE 1.1 m....0..1. I•vvl• x E 11. EAC"STLOFDRIF UPUTFAT ORC v -- Inl>f?v]D'L4osCxEws@FAcxsiuD I I - _—__ _ .NDI]IF�FAb,ENFDTgIEDDER � I I xD,E:—ECiEA�T-MP,--aE. ;; DDPxER �A FRANIII IEUE f / PaoNOElrl teecouxox wls I.,'e nxuoN FAT QEAn ExDO ER @sDD iDF¢i"EF�MLL RPoesIR PA,E aS,UD FDR iOOW LL UPLIFT FORCE EONIv AT ROOF '\ 465ENBLY S, FGR I t�A So TEARN OJEC,. -- i� I SAN{L�RGF,FDRCE TFIE"'p=7 _ I Wl— RT Dl ne DINION NULL@ E EVD OF E PI—DOGASIRAP.FORLPLFFORY °:°��n"� ."I.� \ NOU=10.,xuougx�uPFLEER, FIRST FLOOR fF umcONuoxxuls @ EAOSEra of TO uAUTIDNREO ER Ml E r - TA9n GI.AP Ly�ACMb FOR ,In11mGGNNGN xNLb ate;�,EE:°'RE"I"b b I]„Fe GDNxDNNxLI@EARNENDDF FORCES­Y. DELORENZO \ x•II IPAEATI'l'.I L11 ORMS PA, w RESIDENCE ®�Hcl[xU FIsp I IT FONiDMONLssS@ IDcnllOx¢ ATII L¢I:I,m GDNUDN ¢,DD.FOR�tf�1 FOxCE¢DtB.v. ­­1 L".DRGE x.�mll¢ EaN \ NA..@ EADREP O, w•.m.. SLI ST P@ \ ¢R PATE RN. D @ EARN END OF I-IE'. .RS.EN?i AT IwAlE iosruDl (1111 CDuxory xuls F'y._ LOT UTCHO WAV DRIVE FEND 01 NFEA,_ "I]I1.SRIP AT D.O.FORIILIcl IniocRNCPEre Fouraunox I yIW,*'71 AWxOTRLEGUTCHOGUE.NV'— FOUNDATION I1I1m COUNDN NUL.ETEACH END OF, NVDSR,sraAP AT EACH EIUO.FOR aciE"Ii� FEs� E ]•SWAGNFr�v4@�I¢ oRbLsTiTAioxrsRlIEP Ealm DDA_NARS E I EAVI SEACRENDOF I101TRRAPATv( IDPFLLTE D FOR V FIRMS WIND LOAD DESIGN IsTu FLODRI w� REFE.NG,A-NN I ALAND.IEAR IxEENTTIDNDAIDU ERFO nEERS ®D°EFER­­=__: E E;L ¢.I .I.E R' ANPILISIS -- pIYGNSTLDwrallne@:.-D.DFORIr¢PnN -A opgalDl�a�]E• s D,.xEEDpExERr ER,FD T AIDANGNLRSILT =_ -- II cx snowrlll lee@:F'OC FOR Lsvpx L EMNI, ER ALPLA N DEiUL.THs sHEEi U” _ STRUCTURAL CONNECTIONS FOR CONTINUOUS GAGNA. A8.1 HEADER STRAPPING DETAIL(@16'-D"GARAGE DOOR) LOAD PATH TO RESIST WIND LOADS(UPLIFT&OVERTURNING) TYPICAL GABLE WALL CONNECTIONS BUICH A11011ATE1 HCON UllPOlAf,C!ij*rKi-1.S 0101 =..ITM'ZE T. -HFH- -TE-ET-1111T I.TERE. EQUAL—15 1111— T 11 AR OUR.FE RZTE R aGN T-E.- ROOF/WALL INTERFACE DETAIL A WINDOWSILL DETAIL E 1. T.A (AllU`Rl V=ED%­j OUENT. CANTILEVERED FLOOR DETAIL B WINDOW HEAD DETAIL F 761-11L—0 GRA.E 1-11101.1 I.EATIll I-Atl) IEIIDEN7W.VAIDIRAYESTRUITUREw/NM DINI(HEATIN—UlATE) ISSUEVRE"SIQNS T E�(FEROTT OOORO I E0 FURO . E-FE.. —1. 11SUEDIOR111-11-1— OSUEDFOR—GIERITFRII—1 -'Ol— tx1—AL ,PL % T—OF OUEFLIGH FLOOR/WALL INTERFACE C TYPICAL WALL ISOMETRIC G (HEARNIO.—TE] IEIIDE.IuL lbflAIE'TRUITU.E.Ill'ILI"INI(.1-H—UHATE1 T—A—L DDDSYEFLDDR T—I....—I DELORENZO RESIDENCE =H, H,,-R`ET='E'F'A' —H.E' LOT 29 FAIRWAY DRNE TO, (lEALED 1PERET-111 CUTCHOGUE.NY 11 All L' R.U.F'EZZATUI.R I—Al— E'T FAR—I OR-AOE—ER !��,�IZTMEFS� WALL PENETRATION DETAIL H SE_EH"'T 10 =A­R�r­.wPp WOOD FRAME STRUCTURE Ul 11—L"If F_ RE$IDEI�AL�IDFIAIESTR=T"E��N�SIDII—TINIOUIATE) BASE OF WALL DETAIL 0 W/VINYL SIDING& RERHTEIT—ODFR-E.—T-1-11—1HEA11N..—D HOLD DOWN DIAGRAM El FIITE"='TO III " ;T.=7,Z = EE...--E DO-- 1.1.1p ZORIH3,NOR.—DE.—AH. THEREFORE Na RESIDENTIAL WOOD FRAME STRUCTURE WITH Rol A8.2 TABLE 3.1 NAILING SCHEDULE TABLE 3.4B TABLE R301.7 TABLE R301.5 NTEci EOTINN SHEAR WALLS RESISTING UPLIFT AND SHEAR-EXPOSUREB ALLOWABLE DEFLECTION OF STRUCTURAL MERERS MINIMUM UNIFORMLY DISTRUBUTED LIVE LOADS BUSCH ASSOCIATES (PRE6L91PTNE BTERN1Iv6TOTABLE>!1 ITABIEiBEx FaON AbIUTEHxana DENRBcoOEI NV CUNDSPERSDUBEFOAT) ALSO III Ei.I.S xuueEN OF xuxBER GF {TBLETAxEN FRNNDOOFRNE[Oxsia=tD NB0.Esi LIESIDENRN.[DOEI A.wlxr aPT Ox NAI SP xB {AIl ENTIONII NMBunI FDR OrvEe INb iAuav w.EWNOs LIPBLEIARENFROM AIIINTEgNATIONp --.EAULEA ALLLE USE ROUP RANING PEED FSIENN011 UARIUSITABLEATTISEw URETT• . BOTT --NNa D U150N �.I•:+-r.n•�F n. RAFTER iO rOP RATEROf xNIEBI (sEETA&E>IAI BEBETBLE 1,AI RRAFTER NOTUR�xEMSBAN DLnnExN xi D AtIDATII[55FAVEovIr GE IUx1JG.TTO TOP PATE(TOE-NNLEDI YSO N04 JGST Sb TENSU 'WALL SHEAR I— tiLL NANxuMROOFsvANOaI MERIOD RALCDNES O:nENONIBODELxs• IB (SEE TABLE>RAI (SEE TABLE>]A) T N - IUNGJNsr rO PBAIIELRAFTER(FACENAILEDI ECq AP BONING FIOOgsR W FIRE—PE$ IR ISEETABL—Al ISEET BOLE>9A1 NG BEIISSIATHIRITTLEFlNOWIB LINOPLASTE DANL6BONNIDRNLS' 6TUCco1 OUNDWB cENxGJasT lnvS OVERPBTinox(FACENA4ED1 (SEE iAOLE>641 REE—E.., lB µ.E t FlEN6tEFlW51¢S(MatItlNOGYP61 vA55ExGERvflBaECARACEs's DOLLAR TIE TO RAFIER{cALZAAtLEDI (SEE inB1. BLE 1e1 >61 PTE IgAVWDUKl BEIB vAGtp S LL - OWg01 WN VtAO POOPOSOTHEFULANALEEKNORD0.1 ..m..•..m....m+,r,•A�"`R'r•"'i.p'...i..% ALLONENBTNUCTUNB.B.. 5 Utb o©BU cH As50WTEs EEACH END EBI ERTEDOFx�s-WxOIDAPs'WTX PLASTER Da MOOD siNRSNO RON rv6uliANT. S'NOO URGE, t T SS IS u B.I.IRIORIwolls AL—AOS'wiNOTHERBWnIE AO FGL6UBrbTERFFEq TO A151xTFxxAno IT"KATE TO"IF KATE I—ILED. PERTUALT DO 1.1. wIES FwiANONo B F.DAe EL06PACIx ] Ds] 6 WNOLNLER—FLEXIBLE .TUDIIIIIIII—NABLED, IN- 1. Us 3B S.To as 10 FBSHES BEC TION RE 01 R-El WEIGHTS OF MATERIALS HEADER 11 ISIDEI LF—NILE., ILIMELE SUPPORTING MAEONRYVENEER ONCTIONP3,01.2 EFOOTI NSULT P OR B-14 PATE TO STUB IENDNAILEDr ISFE 1=11 . PER NNN 1 I—L-SPAN LENGTH,N-SPAN HEU— LIABLE T.AREN FRN All 1ITERNA NL+`D6 - �ITIMLWDS6 LNI ExcEE CNNxEDROOF END I c A i' }Im }Im NFoor ...N.....—AID—TER.—T.SO AG6Ei FxBO.) ArACEU.N.A55D0A�pN AHORNOMAL cnN1OR.1 BF FuR GA.b ElD6PAG ] TA&E RAI.]I]!PN c cIA501 LOMB DBTNNEOFRON laADS FON WALL6ABovE aAOEESNNIEOT ExceEoN 1.]. FLOOR FRANIN. 3. A111 111-TIP PLATE OR GIRDER ITOE-NALED1 .1 — PEI 1— —T NOTE LExt OvixEBAALL BE iARENB iwcE THF . EATER-UNr-FRAME COUD DRIED 1.FBI CONSULTANT; 'OR EE I IEEIB�EAL 6H 2.ERTERORUSHTP BIAD6IIAILL:STEEI WALLS: AID MICR­s FORU PROPER F HTERTIFUG r+ate DF ORNEDSTEELWNIS: B ANOLINFTOOEOweIG¢�OFSIYAOD FOR aAnFNISUSFD iO RE a SH ppEOFOAAO015SR0a6ANPNNOBO,S.MELIOTAL 6 ETE ViLLLs. 65 P5 wrtR FIAIII sASPEGlCCRAMYOFODORGRATER.TADUATEDMIaWUNROOF SIP VWEs. P.— OR -xARFO N ERNaTEDTOBENULRPUEDBY tae.51 ASE6HALLTNEVERCEEDn .1. PER I.ST 1. TAIR—ED VALUE FIR PLYINDID EATErt�FIR PN LIGvu00011 NOT EEASPEOLES�mOLTVLVTME 1-1 A ULABI LITE FOTIINb 1—t BE [DENT; _ THEEN'EL RUTH THE a0Di 6PBR5 av 0]W. SURALMST ROAD INOT TO SSL OR POP PTATEI-NASTIN PERFOOTTOiAIL EcnoN SNNL NDTEIFEEDUTA IOUN'6T214T1R1 F. THE VAniNUO SYNE 614Ax0 A SNOLEROWCI. FFBTDffNsawlI BE KADEO>x FNOx EL EQUE. 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CAAFE­ QATRACTO.I I TI ITRUCTURAL STEEL I FETI AND 1.NQXT.N-FP` =EG GONE IN ACCORDANCE U.ALL ALL DT1­1 SIALL BE PER BOX.E.GIEEME RE11-111-NISLAILING" RDIPAINSEL PULEFE11-1-11APPULANCESLOAS- IN GC.P_GE NE FE''.'f U-GR IS B AS REFE R T.LEP-NA_EAGARE RE DAIMIANCE,A. aLLAPPLA RUETIMALLOGA.-ITATECOLE111 U.- RECOMASINTANOIS.IONTRACTIRT11IGHCULATE FUTLONEIIANCIFLAINESTUINEASMOMIED11 PAMSECTIO-11-M-Ei-ATABLEURDIN AX'._ ST.._FOR WDOCTONAL I.ME A� STRUCTURAL STEEL TO BE IESICTER�TFGIAAAU 'INESIS OF MY (CU ALL IMALL REST ON A BILL—A UEAH.NTUUL GG ME VIA ITIPTIMINAL ENERGY CONSER STARE CUT IS TO BE PERMI.E..1 A.-SEED 'FOR E B AN AULMUN­D DOOR IMPUFAITONER1 SHALL BE MURRIN DEPTH 1.THEADUS­BE I XUIN A 1oCG`VTM=1E .RWNi=T LX�IAI'CTFE � ACR'OF 2�=""E"W"'By CODE AXING E I CN.E,I MEN. AND TIM M%NLY ALL AND NAPMUU HCHING OF I GG, LU_AXGB­ AR HEADE TIZA 11.11ACCONDANCE AS PER THESE DMILIENTS. 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PROTECT IL TREES­11 EIGHT FEET IF ME =A E NLE I IT I T I I.M I F IRE RE 11T.A N T T=LASELIDENT�-1.AN III I I AT E I ..U.N.. I DR I LOOP I.I E.AN I .. ACTUREN IOUNT IDEAGO-MIGIRE-NILE.. B I BE I I A ITI-DAPPRIIIED TOPSUFFA SOFAULPARGRALL.M.-HIS CORNERS,AND EDGES RHAU.BE T00-REC TYE PIER FICTIGS SHALL BE I-MIGH,U.C.N. IDNSTNUEDA LHI I I II1PE=A=E_=TjNEN4' GRALLICTIBLES.IPAR- MAN-MAN I.M.....11OPTCOMP.-A.- EXECUTION ACCORDANCE-T" I AIAI, 1RO111 APAR"ALI RED BEFORE COMPLY.,I NII I.S. UL=MA.AA.E l­oU�' PALL FICTINDS 1HAU.BE­NBUL U.- AND..L._,.EE MECNA._ANE'NEN.E.' ""'ED T' C CRE FOR B-THEFLOGROPTIEUDLEUBIL.'NET RE MIDRYBEIMEDENIOAT-NALCOAT-B I E IXUATIOU'l :!L�1r1.1IL11IT�RT1Z�Zt1CLGG1-FIR 'EXM="_.-_"..EUCRUGX_1 �I;EA'ERANT INALL BE UCAS DIRECTLY ABOVE EACGM.I ET.DINNER DIABLO TO 8 E USED IN'I ==UE HE='.E"�`ATX 1'=1ITTE11AU.T"�1 FIC R MS I. CURNEIRANDANGRANG B AND I. OR A�N. AGGIST . ALL EICAYAIRPS MAU.BE "I- -jEl -...FACE.I,SPACE NO LESE I- _R'.I,.'TA'MNC'TUHPM SCULI =11 P., -,AS.B." "III I IFOR I-. CNARGAL,PECTIMICAL.ARY I N"E1L1%IE1EIII1 ED.11111 BE 1..11 CAUUM XNM 11 OF SE THE-.. E L THIS N ALLINALLEMICID=TDKENEETED PIULAMOTRACE I AD I IF THE XG'. 'Y ME AN-PECT. ACCONGANCE.I.R.-MEMA-- TYPE.FURECCOB---APPLY- BE-I--Y=�T M`-r­rC I...I F- I"I FILLING FIT I-11 NUME. 6=1 ANCH==M,.1 STH 10==I A SUA-ENT. TYPE.ARE__ON HOUSE I DE OF CASUAGE AS NO TO AFF EST THE IT RICHOM OF THE _U'A.'. ED CGACFE21 BY NAX.EN. 1,1TY1.1 IrL.1.111LE11P.1,1GAITI.'HE OUPDAVICAL-TRACT 1'1'EILXE�1UN_E11GT EARMSESPRAMIL ISAILLS-IHS ISIXISTERNAT-ALRES.-AL SINICTUNUM.-IIENA,UEFT-RECOARDITTIABO' 'D SLI REP . ,I I NE ED . TO PASS THE TE.1"ErR I ITTIE.1 III HIM "'I SPECIBC SCIL TYPES AID BOB. 'I C I. TTE AFOR. CO..M..-I.P.-B"'I'LLEADIT. TI-BPRIRTILRITALUMION, AN-EITINIURIN.IBEFOIEPRIIED.G. 1.ESMA­ CANEGI.N.AT PART E R­AML�­,E.FX CA"IN ACCORDANCE VATH JCLSI I NZANES�C -ft­ALI OTHER SAMPOSAX G AID N1 IINGRE7E IN MASIRRY---1.1 DONE LOADING PUIR TO EA_,NO,AL I BE PER %�NT�IUGIBNINGLUQIII JOIST CBS AND YLE ENCUDIUIDS TO BE UNED X­IW � AM I TO BE I AGGGIR�r ......INAIT11 11'I'I I I STATE GLDE. LE'S OTIC-BE EH-U." GE N_I GAUNDRYNICLUIT­­INATEARESISTAUT CURINGTEIPERATLAESIFIDDEGREESF.AND AND MET ..OF Q SZy1T..-1.FOR ED HIS-A ALL BEARIN.PB.H.. AGO QEENT TO= INEETR_ 'AIGAG AxpvROCEDUNES TORE IIEI ALLEXIEF.E.CY SCAPEAR.F.CUBIAPNEXIS N11T LANIIATEDVEIME=BRIBITION SNAULPAYE IPBNNIS1NALL­MXBYUMIETCUUAR DELE UIGS I. PLACINHISINATEROR PROM%A µ5 TUR A'E% AUX._ INE MUL'AM" BU_ =R ANTEE I MR A==L`L"=EA UTER UALAR. OF ....P.__AID..0 E14 ­1 LETION BY THE CUTIRAITIP.TIE CGHTFACIGH —MANUFACTURES N FOR �=62C SI CULABLEFEET. TUREA. .Ul ON DR ECOMMENCATIONS ARG A �=.IE fflIT TY. TA'. _ Pfl--COMPRICASS A.I R-M.- ENILI BE RESPONSIBLE FOR ENSIRUND INIA--BE -I-PLADN",AND 'GNR AS IFEC"C' MO.-ANED THEN PA -EB HAVEELEc.nI EGAS A,-BOTTOM.1­GT.GA AS.-1. I "S".."-1EE I.SRS ILIAR31-11TH-15 xENlSCAGRON, =E.IALISHALLEENEIAIUNLE111THERINIVE RE1MNM1LEIORPA­1EQUAREN HHEARD YGNAL.. I INUISAMS"IMALL BE FIRST CLASS. E TIII ='YT-A'E B."M CE". DOUS F�E U RLE�,P�Eftffl�INSPECTION LIECTRICA1.FIXTURES1 CGLIMMENTS ME ALL-ATTI IS RrORCARX M 1AUE TANGAN1 'PT A. NO nER. 'XD _'_ " END COINED I I H�C%X HO DATE ULTSE RTANED�FOR.AND M PGO'CLUDURT.M.CTI"HOSI 'A.EA.AEIN'X1"­M AS ALLn1b'1'E1INT1�CT'­TH 111GRETE MAIIIND, INT`ER`%1Al­ HE 15 FUNTLANECT,MB G_ENAT T AT THE COMPLETION OF I E 'SO, EA EG RESIDENTIAL— I THE P­IT BY THE DIXTRACT'R TO COUPI(IOATH SECRON Ell..FOR MLOPM REOUIED A;'1.1 IOS.l 1. THE­1-THE EMENSE MRAVATE SUPPLEME. N REINMRGNI UARRECTRITE1 I.IT.RU�ATINARU.I INGRIGH) AlEARICUBMANCESEESECTION GRAL,BE WP EIEARAT UIE. CGEAR OF THE C., CTIN B...ELECT Al.CON.CT..AT.1­1 AND GGXI Ax OTO 11 BE EREGIND PLUMB.TRUE,AID LEUEL M MGG�A1G4­F­EL1M1EGUMEDFGN _­E-TEN ER.I="117LAI.T.I. T.-PLY '�4�=E0ATA_:_S I BE I ff ER ENCO. C'=T FAS7EHED SECURELY. 'TECT Y.. ALL YUXHK 61 TO BE­HIGAR.AND TRUE. OF PUSE AxDRECTRAMOU.SlASIMP-ON. .1.1ECTIONS E-AA. ERECT STICS IN TRUE AMAPIERI TO TANE FINISH AS B,�R7­ -"B ­ON CAMAS 1.11 FOR CLEARM.U-S. IDECTICALSEARICE-AXIET I GO---- ALL NEPF-NO IN—BE WECURILI I- 11-11 LLIE1111TEIMILICHIIIANDFASM "TER_ E IS ME I-,.'.CSN"'-BECTIN I-PLAGA.CONCRETIE.IF REGURED. PACT_TXAAFETY OF MAURAMAN AAD'4 PLAILIG RMIDENUAL--I MP NEM­X1 STAYS ��APTEASA 1. F.- DO I'= Tr OUPIXI....'...NIAL FRAINE CAUT FOR NEAUNG,PLUNTUND,AND OPPIELIENT. N OPPISTOSERI-PIR. BIT'. L=111 ELEITRICALARRECUIRE TI BE OAG IS TO PEAS ALL ARSL FUI GAS PHFI1 IYIT I IATIDIALS,CDIAONENTS. A DID E-CIESPIS ALL III11E=IMEI P:.EIU.INTA.1Y 1EEMUSE. TIE RECURED EXTT DCIN "-.PL'" EX.INI-.ISSION. E I. 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EME XLE NCE.'IoAPO rgT.-.4ENr'"OWACCM BE-AM 11CLANEIRECERTAGGE__S_NX rP.1TEAl'Fj7.1 I AID RA PRIPIACES AID FLUE1 I PA R.UE.­NHU­OHF.- 1 ­1 HE TTERNS ATTT MM T'ETHICS ST. FOR AR.AE NLOMRY AE':_M_E OF SH"'B ER'EtAIT PAM BE ITT-SAM SS 1-1 FLUND r,11-1-11EIGNBCAL-I I-..PERMIT I HIM _=NE IN NESE T%�IUES ARE TO BE-11 TO CGU_-_'S(IBAI PERMS..ME.-B I CO ­1 NOTED IN THE PLANS DO­ C PSPP�ENRI�D THE 2HE PC­H 2SN'NY5 E YUM NUXII "M TAA_BUISM.10 BUSH I'I__'.BE NOT ACCEPTAB LE IN ACCORDANCE IA1 IN SECTION MRauOH CONNICTED TO I IRE TH iN ME .2111(1011 THE NIFICI..-t BOTH GG-HATE I. TO HAYB A CAGE1'ECTI'MAL MEA=R A171111EI WTI THE IPYHER AID 1.1111BIT DUAIII ILL FICIFICIE111 FIR FIIF OCIEFU I1NA_LSE THUM THE AREA IFTHE LMIEITcan NEITIN GASARPTN PIOTTOBEUSEDASAGRDUPDNG ELEQGALw� DRIXTINOFIXTURESINE GG"T'U'jX'N 1,O"PLIANCE IN I.I.NBRAGITHElIHIP. F THE...of THE ACCCUSIANAL GUTIDUCTOR FOR ELBCTRIC AND CONTR OL 1YRYIDIS. TO NPLY M=E .I.DIANY.MAPPIENE.T. CIRMIGIONSIT111.11 IE.FLU ELECTRICAL CONEVICTOR PENEINALTONE TIRIIIN CIN"'111 11'E'P""L -- $PECIGYPND WVTcfsvEnCWE AN`INAL�11 L' CARE FUNNI 11 TO BE=TED FOR LEASO IN TI ALNV% ...AbLIA'SPS'ALLATI-IALLAIS UILDI SIR COAHMASSMSMETO VAT SIX cCM MIL� ACCOROANCE HURINCH ('..I HEIV. BE GRESS_ RUN.11 AGASHOPUL NOTES OF NEIE= U IF RIEN. EXTERCR SON IMAHE IS TO CORF12YINITH R I­ - A =.IX­1E.T* THEIDDARRACTORENALLRY-EAU.-CF. RATTET=`BBS.' BE - D.1 IT MATERIALS.-TIENT-APPLIAN.S.- BE. V_T�.E.0 L.IIECT NA AZ T& `11'�PIBOA I MAMPIA4LOPERAPHISMATHEPORKSIGAN MEC,`ANCAI 2 IN IN;TR CrTlOON'IS4�N'ILNL=TT�=.�,.IU�'e' I I MEDRAM.-THEIRSTALLATIONCIALLEEI. HMACHIT.001ILYWINECIOINx15'PUll =­ZC1EA`1I CIEISD ON&O­PICABLENY' INATE1 ABC DRAINAGE PLO ACCOERrNCE IAHTTI TPRE HATIOMAL PECTRIC CIDE. Egl' H, `N`P-1�1`M-E INSTALLED AMLR MREEN E E,A1.11111TYPIAT"I EQUITIENTAHDAMTERIALIARETIBEED -EARAN CE NNEFICE. INACCIRGANCEIMMSE9. 3. IDFRANE APIC-10S.T.I.H'.TOR_­A. I,ACCIRMA M NIUH A(UH E"I SHALL BE FILLIAM tHOLUND AID HITCHINI ARE TO BE IN ACCOIDAN PAY FORA'PERMITS REQUIRED MIT THE I, NO ANDCOHOUN=RMERR EME 1.1.GE GPII =A11-RIFE-TECTIONAGUARLIT-P&' IS- OF THE IMMIRD-­ I AC OAXAUE�IATIEQHACUCTSYITC ALLFLUEEM%BESUMFONAU.APRU­VEB EASSIGIRS.-HIMSEE1. REQX�DBX IMT OCITTRACTON&ALL NUA�IT MIT ME GO IT Day T08EF GI =­" CUTPUT OF M­.===TM,8TU I ED P='==IANDA­EXECTUELY�REFE.T. E PT�SIALL.ELPLAPPAR-D. I_5 MR PIPER THROUSM MOR IS MUNCATT UANUE.SPOST TAL ARE M BE 1. GN_.__­.FRE AGGIFICAUNCEIAINIFABLEMPHI.I.I. -­1 MACE.1- ---- _ ONMI.E�l C -IT.=­ PROULE.T. ATAIIIIERPROCLOT PUNITTALSABRECUPLEM TIBESLEEYEDINITHAID-ETINDITIESUE1 OP DNgffTo1TAADLXGHTTNXXLI e I—EPAXI.ENI =TENM­ME'I'K Pa.SRNG MROUCK IN M=N GE_ IM E I 'I T....IGGPE OF PIPEEGAP R76ARETOCIMPLYINITH6ECDINPISM1. TABLE PI-APPUBSEIGIPTLEADRIBISNGT TI =EWARALCONTRAD-B-FURSHIA BE U_PIPE-CRALGANCTOCOM-INITH ­NCATECFINSPEIIIINATTESTRIGMAIALL BE—p2NES I IT S. PRESS VE ED,I TSD;UREREUEFDEYHUE'r YNATYEFT IZATER ME EIpTU G WULn.,Kt:NA­ E,EDRA%. PROYOM ANDANEI CC_"T"BECTIN I-ST CITIONk DELORENZO H".E TROUPS ME 71 CONGLYINITH BECTION P=I. RESIDENCE LOT 23FAIRWAYDRIVE CUTCHOGUE.NY GENERALNOTES CEAL A 1-TURE 1. .1-IS o GN1.1 ARCHITECT: Mgt BUSCH ASSOCIATES 6�Tv z t,1 � .,I I dl av+ ARCHITECTS r 1 1 NY 90 WEST MA,0900 STREET, BAY SHORE, NY 11706 TEL,631.69 NCE r FL 1465 MAITLAND AVE.ALTAMONTE SPRINGS,FL 32701 �"� •LL�a:�"`s" `° ��' TEL:407.979.4482 DA­ Us FCO, ' I DAI O I>>A FOR THE 'IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE 765 DIRECTION OF A LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY WAY ANY FC ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ ENGINEER IS ALTERED,THE ALTERING ARCHITECT\ENGINEER SHALL AFFIX TO 1'v%fO REQUIRED HIS/HER REM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION ON THE DRAWING. " THE PLANS AND a, r PLUVTk lNG SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS L—Al2• �' F �� u A RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND DAVID 1 ZICY FA --ftLWAY - w '% m I % lE '3• i' NS , D. BUSCH, ARCHITECT, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE L 0 4, r-' rl)CTION MUST SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY FOR C.O. ANYONE WITHOUT WRITTEN AUTHORITY OF DAVID D.BUSCH ARCHITECT,PC" i SHP L.L MEET THE © BUSCH ASSOCIATES IM m P '".''iTS OF THE CODES OF Nr�.�! CONSULTANT ,r. °�' 'IC i RESPOI`�SIBLE FOR r c;!". �."'�'`�� ° 0 N xy'r 1 9 om%' 5 D, ,, , .r.,�S T RUCTION ERRORS. ..(}_-��.1�. .n s E. (�",�� pgn'" fig-UL (7'MPLY WITH ALL CODES OF �t � s ^,r, r.� �.< N' 'V YORK STATE & TOWN CODES " '' '` ' ' '_ `` At- ILOUIRED AND-eBmDMONS OF .eu — S tNI 9 T0�11 Z0A CONSULTANT: S ""^aE'JP.FD C,, f-iIFiCATION DTO? lT USTEES ).N LEAD CONTENT BEFORE T,FICATE OF OCCUPANCY _<.A_DER USED IN WATER C) I ST : 1 SEC : 109 . 00 B 05 . 00 : 0141 - 029 DO NOT PROCEED WITH ,�1. �'Ly SYSTEM CANNOT FRAMING UNT►'_SURVE CONSULTANT: Ei•vt-t-V'21 mUNDATION LOCATIC N HAS BEEN AFFRUVED. SCOPE OF WORK: PLO PLAN: TABLE R301. THIS VIEW IS FOR SCHEMATIC PURPOSES ONLY DRAWING LIST PLUMBING 2 (1) AND SHALL NOT BE USED FOR CONSTRUCTION. PLUMBING WASTE CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA o'r ALL • CONSTRUCTION OF A NEW ONE STORY R-40 DWELLING. eT &%NIATER LINES NEC WIND DESIGN SUBJECT TO DAMAGE FROM: PREVIOUS 00 w > �� ro ad* TESTING SEFORE COVERING GROUND SEISMIC ICE SHIELD CURRENT U _ W a •T FLOOD AIR FREEZING MEAN ANNUAL f- > c SNOW SPEED DESIGN UNDERLAYMENT w w ,111T 'CLIENT: MPH TOPOGRAPHIC SPECIAL WIND WIND-BRONE FROST LINE WINTER HAZARDS INDEX TEMP. � � z a. e LOAD (MPH) CATEGORY WEATHERING TERMITE REQUIRED EFFECTS REGION DEBRIS ZONE DEPTH DESIGN TEMP. w 9) O (7 20 130 NO NO 1 MILE FROM B SEVERE BOF T-0" MODERATE- 20 YES NO 599 51 °F w of a�5 RETAIfI? STORM WATER RUNOFF COAST AND FI BFG HEAVY PER FEMA z _ � o z_ m vld an PURSUANT TO CHAPTER 236 TABLE 301.1 00 0 0 0u ° S per OF THE TOWN CODE. and Code CLIMATE ZONES ? w w w Ff COUNTY (D U U) U PLOT PLAN: BUILDING CODE INFORMATION: �� CLIMATE °' °' °' °' ZONE � f. .' 1 N N r — ZONING INFORMATION GENERAL r- N M It 4 - DISTRICT: RESIDENTIAL LOVA/DENSITY DISTRICT"R-40" (CODE SECTION: 280-16) C0.1 COVER SHEET 1 GENERAL NOTES , SECTION: 109.00 BLOCK: 05.00 LOT: 014.029 GN1. - - -- — REQUIRED EXISTING PROPOSED — "- LOT AREA 40,000 S.F. - 40,578 S.F. LOT WIDTH 150'-0"MIN. - 150'-0" — -- FAR20% MAX. - 14.9% N�P` QPM ARCHITECTURAL MAIN STRUCTURE A1.1 FOUNDATION CONSTRUCTION PUN FRONT YARD 50'-0" MIN. - 75'-0" A1.2 1ST FLOOR CONSTRUCTION PLAN__ A2.1 ROOF CONSTRUCTION PLAN SIDE YARD 15'-0" MIN. 35'TOTAL - 30'-0' A4.1 EXTERIOR ELEVATIONS _ REAR YARD 50'-0" MIN. - 150'-0" LOT 30 A4.2 EXTERIOR ELEVATIONS ':? HEIGHT 5' MAX. (2.5 STORIES - 23'-2" A5.1 BUILDING SECTIONS _ o A7.1 SCHEDULES ? ACCESSORY STRUCTURE N A8.1 WIND LOAD DESIGN - - - _ _ _ _ _ _ _ _ _ _ _ S 89° 59' 20" E _ _ _ 270.52' FRONT YARD _ — — — A8.2 HOLD DOWN DIAGRAM �- SIDE YARD - - - A8.3 NAILING INFORMATION _ N REAR YARD - - HEIGHT - - - I c_ SIDE YARD SETBACK-15FT I **EXTRA NOTE: I I _ PROJECT: 01 80' Ll F�) I BUILDING AREA REQUIRED EXISTING PROPOSED I _ TEST I MAIN STRUCTURE I HOLE I PROPOSED I 1-STY ----- D E LO R E NZO 1ST FLOOR - - 2,969 S.F. 75' DWELLING I I __ - - 624 S.F. W CVRD LO GARAGE ENTRY LOo BASEMENT - - 2,473 S.F. I Q I _--- RESIDENCE TOTAL AREA 850 S.F, MIN. - 6,066 S.F. Q LU I I CVRD m F- PATIO ACCESSORY STRUCTURE Q- - b I I LOT 29LO FRONT PORCH - Y - LOT 29 FAIRWAY DRIVE REAR DECK - - - z I I ---' CUTCHOGUE, NY 11935 FRONT LANDING - - - w GARAGE TOTAL AREA - - - ( ¢ I I DRAWING TITLE: ** EXTRA NOTE: / I z Z 39.0' I LL 149'-112" TYPE V CONSTRUCTION 1:164 IDENTIFICATION OF TRUSS TYPE COSTRUCTION. PROPOSED I (A,TRU TYPE CONSTRUCTION SHALL BE IDENTIFIED BY A SIGN OR SIGNS IN ACCORDANCE WITH THE COVER SHEET PFUVINS OF THIS PART. ASPHALT (0 (B SIGM,HALL BE AFFIXED WHERE A BUILDING OR A PORTION THEREOF IS CLASSIFIED AS GROUP A, DRIVE -20FT(35FT TOTAL) ( B,E,F,F M,OR S OCCUPANCY,AND IN HOTELS AND MOTELS CLASSIFIED AS GROUP R-1 OR R-2 IN SIDE YARD SETBACK OOCUPAY,IN ACCORDANCE WITH THE PROVISIONS FOR THE CLASSIFICATION OF BUILDINGS SET i FORTH IIHAPTER 3 OF THE BUILDING CODE OF NEW YORK STATE(SEE 19 NYCRR PART 1221). co (C)SIGN'HALL BE PROVIDED IN NEWLY CONSTRUCTED BUILDINGS THAT UTILIZE TRUSS TYPE CDNSTFTION AND IN EXISTING BUILDINGS WHERE AN ADDITION THAT EXTENDS OR INCREASES THE "_OCR,A OF THE BUILDING UTILIZES TRUSS TYPE CONSTRUCTION.SIGNS SHALL BE AFFIXED PRIOR FLOOR TRUSS TD THE DANCE OF A CERTIFICATE OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE. CONSTRUCTION S) NA R (D)SIGNS IDENTIFYING THE EXISTENCE OF TRUSS CONSTRUCTION SH 411_CODs OF A CIRCLE 61NCHES(152.4 MM)IN DIAMETER,WITH A STROKE WIDTH OF% SEAL& E DATE: 04/01/2019INCH(12.7 MM). ,..•' °-. THE SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN COLOR.THE CIRCLE 1 CONTENTS SHALL BE REFLECTIVE RED IN COLOR,CONFORMING TO PANTONE MATCHING1;. D _ SYSTEM(PMS)#167.WHERE ASIGN ISDIRECTLY APPLIED TCADOOR CRSIDE IT,ITMAY BEAPERMANENT NON-FAD114GSTICKER ORDECAL.SIGNS NOT DIRECTLY APPLIED w"b,'' 1 ' PROJECT No.: 1901-05P N 89° 59' 20" W 269.61' TO DOORS OR SIDELIGHTS SHALL BE OF STURDY,NON-FADING,WEATHER REE4NT MATERIAL 111, SIGNS )ACCORDIDENTIFYING THE EXISTENCE OF TRUSS CONSTRUCTION ANCE WITH THE PROVISIONS FOR THE CLASSIFICATION OF TLROMAN YPES IONSTRUCTION SET FORTH IDESIGNATIONIC N SECTON602 OF CONSTRUCTIONF THE BUILDING, THE BUILLDINGCODE O NEW YOR STATE DRAWING BY: S R (SEE �� N IN 19 NYCRR PART 1221),AND AN ALPHABETIC DESIGNATION FOR THE ST'RUCTUR;OMPONENTS THAT ARE OF TRUSS CONSTRUCTION,AS FOLLOWS."F'SHALL MEAN FLOOR -w •�� cCl CHK.-BY: SIE INCLUDING GIRDERS AND BEAMS"R"SHALL MEAN ROOF FRAMING"FIHALL MEAN FLOOR AND ROOF FRAMING THE CONSTRUCTION TYPE DESIGNATION SHALL BE V �' PLAN I nT 7R PLACED AT THE TWELVE O'CLOCK POSITION OVER THE STRUCTURAL COMPOD'DESIGNATION,WHICH SHALL BE PLACED AT THE SIX O'CLOCK POSITION. f C-^^ NO: (F)SIGNS IDENTIFYING THE EXISTENCE OF TRUSS CONSTRUCTION SHALL BE A;ED IN THE LOCATIONS SPECIFIED IN TABLE 1.1264. ✓ ',,f SCE: 1/8"=V-0" r Co.1 024 G7 00 OF 00 I ARCHITECT: BUSCH ASSOCIATES GENERAL NOTES: SITE WORK: FRAMING AND ROUGH CARPENTRY: CONTRACTOR NOTES: STAIRS, HANDRAILS AND GUARDS: STRUCTURAL STEEL: CONCRETE AND FOUNDATION WORK: ARCH ITEC ITS ALL WORK TO BE DONE IN ACCORDANCE WITH ALL ALL SITE WORK SHALL BE PER SOIL ENGINEER'S REFER TO STRUCTURAL ENGINEER'S DRAWINGS,AS RECOMMENDATIONS. CONTRACTOR TO COORDINATE REFER TO STRUCTURAL ENGINEERS DRAWINGS. ALL SPECIFICATIONS FOR APPLIANCES, CABINETRY, ALL STAIR AND RAILINGS SHALL BE IN COMPLIANCE APPLICABLE.. REFER TO STRUCTURAL ENGINEER'S DRAWINGS,AS APPLICABLE TOWN, LOCAL AND STATE CODES INCLUDING FIXTURES AND FINISHES TO BE AS PROVIDED BY WITH SECTION R311.5 OF THE RESIDENTIAL BUILDING APPLICABLE. r=v 9;� v rar n'; a s ra,_r, e,; onE. r;rx,;;; BUT NOT LIMITED TO: ALL. MATERIAL FOR STRUCTURAL MEMBERS IS TO BE OTHERS. OF NYS. ® i rFl-:r;,I.=,oq.onno I • THE 2015 INTERNATIONAL RESIDENTIAL CODE. IDENTIFIED IN ACCORDANCE WITH R502.1. STRUCTURAL STEEL TO BE NEW STEEL CONFORMING ALL FOUNDATIONS SHALL REST ON A SOIL WITH A ri. 4i,5Ntnlri.nraonvF.nrrnnu;r;�F srF,^a,a,r;32 ICI • THE 2015 INTERNATIONAL ENERGY CONSERVATION STAKE OUT IS TO BE PERFORMED BY A LICENSED MATERIALS FOR LOAD BEARING STUDS, PLATES AND ALL WINDOW AND DOOR MANUFACTURERS SHALL BE MINIMUM DEPTH FOR TREADS SHALL BE 9" WITH A TO ASTM A-36 (CURRENT EDITION)AND THE BEARING CAPACITY OF 2000 PSF. FIELD VERIFY BY "'"" r I TEL:407.9?Q,r' CODE. SURVEYOR. STAKING AND LAYOUT ARE TO HEADERS ARE TO BE IDENTIFIED IN ACCORDANCE AS PER THESE DOCUMENTS. MINIMUM NOSING OF ' AND MAXIMUM NOSING OF 1 REQUIREMENTS OF THE LATEST AISC CODE. LICENSED GEOTECH. ENGINEER. • THE 2015 INTERNATIONAL PLUMBING CODE ESTABLISH ALL LINES AND BENCHMARKS.VERIFY ALL GIVEN DATA AND DRAWINGS. IN CASE OF WITH R602.1. 4". THE GREATEST TREAD DEPTH SHALL NOT EXCEED PAINT STEEL WITH ONE COAT OF RUST INHIBITING • THE 2015 INTERNATIONAL ELECTRICAL CODE ALL ITEMS AS PROVIDED BY CONTRACTOR OR PAINT AT SUPPLIER PRIOR TO DELIVERY.APPLY ALL MINIMUM COMPRESSIVE STRENGTHS OF DISCREPANCY, RECEIVE CLARIFICATION FROM THE SMALLEST BY MORE THAN 8". "IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE • THE 2015 INTERNATIONAL MECHANICAL CODE STRUCTURAL MEMBERS ARE NOT TO BE CUT, BORED OTHERS SHALL BE IN CONFORMANCE WITH ALL CONCRETE SHALL COMPLY WITH THE 2015 DIRECTION OF A LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY WAY ANY ARCHITECT PRIOR TO PROCEEDING. TOUCHUP RUST INHIBITING PAINT AFTER ERECTION. • THE 2016 UNIFORM CODE SUPPLEMENT. OR NOTCHED IN EXCESS OF THE LIMITATIONS APPLICABLE LOCAL AND STATE CODES. INTERNATIONAL RESIDENTIAL CODE WITH 2016 NEW ITEM ON THESE DRAWINGS, IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ • THE 2016 SUPPLEMENT TO THE NEWYORK STATE SPECIFIED IN FIGURE R502.8. CUTS NOTCHES AND MAXIMUM RISER HEIGHT SHALL BE 8 4". THE YORK STATE SUPPLEMENT ENGINEER IS ALTERED,THE ALTERING ARCHITEC'1\ENGINEER SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY EXCAVATE AND BACK FILL FOR WORK N DRAWINGS. GREATEST RISER HEIGHT SHALL NOT EXCEED THE ENERGY CONSERVATION CONSTRUCTION CODE STOCKPILE ALL EXCAVATED MATERIAL. NEW AND HOLES BORED IN ENGINEERED WOOD PRODUCTS HISMER SIGNATURE AND THE DATE OF SUCH ALTERATION, ANDA SPECIFIC (REVISED AUGUST 2016) ARE NOT PERMITTED UNLESS THE EFFECTS OF SUCH SMALLEST BY MORE THAN 8". ALL CONCRETE SHALL HAVE A MINIMUM DESCRIPTION OF THE ALTERATION ON THE DRAWING. " THE PLANS AND SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS • 2013 ASHRAE 90.1 EXISTING BACK FILL MATERIAL AND TOPSOIL ARE O PENETRATIONS ARE IN ACCORDANCE WITH R502.8.2. COMPRESSIVE STRENGTH OF 3000 PSI AFTER 28 A RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND DAVID BE FREE OF WEEDS,TREE ROOTS, ROCKS AND D. BUSCH,ARCHITECT, PC, THESE PLANS AND SPECIFICATIONS WILL BE THE DEBRIS.ALL SURPLUS MATERIAL THAT IS AND AS PER ENGINEERED WOOD PRODUCTS ALL HEADROOM CLEARANCES AT STAIRS SHALL NOT GYPSUM WALLBOARD: DAYS, UNLESS OTHERWISE NOTED.ALL PORCHES, SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY MANUFACTURER RECOMMENDATIONS. STUD WINDOWS AND DOORS: BE LESS THAN 6'-8"MEASURED VERTICALLY FROM CARPORT SLABS AND STEPS EXPOSED TO WEATHER, ANYONE WITHOUT WRITTEN AUTHORITY OF DAVID D.BUSCH ARCHITECT,PC ALTHOUGH THESE ARE DRAWN TO SCALE, UNSUITABLE FOR BACK FILL MATERIAL SHALL BE DRILLING AND NOTCHING ARE ALSO TO COMPLY THE SLOPED PLANE ADJOINING THE TREAD NOSING GYPSUM WALLBOARD APPLICATION SHALL BE TAPE AND GARAGE FLOOR SLABS SHALL BE AIR DIMENSION IS TO BEE SCACONTRACTOR SHALLL N NOTIFY REMOVED FROM THE SITE. WITH R602.6. WINDOWS AND DOORS ARE TO BE TESTED BY AN OR FROM THE FLOOR SURFACE OF THE LANDING OR JOINT SYSTEM. GYPSUM BOARD TO BE 1/2"ON WALLS ENTRAINED AND HAVE A MINIMUM COMPRESSIVE © BUSCH ASSOCIATES ARCHITECT PRIOR TO COMMENCEMENT OF WORK. PROTECT ALL TREES WITHIN EIGHT FEET OF THE APPROVED INDEPENDENT LABORATORY AND ARE PLATFORM. AND CEILING UNLESS OTHERWISE INDICATED. FINISH STRENGTH OF 3500 PSI AFTER 28 DAYS. CONSULTANT: BUILDING. PIPING PENETRATION THROUGH FIRE-RESISTANT TO BEAR A LABEL IDENTIFYING MANUFACTURER, JOINTS, J-BEADS, NAILS AND SCREW DIMPLES, NO NOTE OR DETAIL OR LACK THEREOF SHALL BE RATED WALLS OR FLOOR ASSEMBLIES ARE TO PERFORMANCE CHARACTERISTICS AND APPROVED TOP SURFACES OF ALL HANDRAILS AND RAILINGS CORNERS,AND EDGES SHALL BE TAPED AND RECEIVE PIER FOOTINGS SHALL BE 1'-0"THICK, U.O.N. CONSTRUED AS RELIEVING THE CONTRACTOR FROM THE PROPER APPROVALS MUST BE OBTAINED BEFORE COMPLY WITH R317.3. INSPECTION AGENCY TO INDICATE COMPLIANCE SHALL NOT BE LESS THAN 34"AND NOT MORE THAN THREE COATS OF JOINT COMPOUND.ALLOW 24 HOURS EXECUTION OF ALL WORK IN ACCORDANCE WITH ALL STATE COVERING ANY EXCAVATED WORK. WITH AAMA/WDMA/CSA 101/I.S.2/A440 (FOR 38"ABOVE THE FLOOR OR TREAD LEVEL. ON STAIRS TO DRY BETWEEN COATS. FINAL COAT TO BE SANDED WALL FOOTINGS SHALL BE 10"THICK, U.O.N. AND OR LOCAL CODES. THE DRAWINGS ARE INTENDED TO ALL FRAMING LUMBER SHALL BE K.D. DOUGLAS FIR EXTERIOR WINDOWS AND SLIDING DOORS), THE HEIGHT SHALL BE MEASURED DIRECTLY ABOVE SMOOTH. METAL CORNER BEADS TO BE USED ON ALL BE COMPLETE. SHOULD ANYTHING BE OMITTED FROM THE BACKFILL IN 6" LIFTS.(ALL EXCAVATIONS SHALL BE no. 2 OR BETTER WITH THE FOLLOWING MINIMUM AAMA/WDMA/CSA 101/I.S.2/A440 OR AMD 100 (FOR THE RISER FACE. A SPACE NO LESS THAN 1 �'SHALL CORNERS AND AROUND ALL OPENINGS. PROVIDE ALL VENTS, SLEEVES AND BOX OUT DRAWINGS, NECESSARY TO THE PROPER CONSTRUCTION " )VALUES; Fb=900 PSI, Fv 95 PSI,AND E=1,600,000 PSI. EXTERIOR SIDE-HINGED DOORS THIS IS IN BE BETWEEN THE WALL AND HANDRAIL. ALL OPENINGS FOR MECHANICAL, ELECTRICAL AND ACCORDANCE WITH R609.3. THE WINDOW AND OF THE WORK HEREIN DESCRIBED, IT SHALL BE THE DUTY CARRIED INTO 18OF UNDISTURBED SOIL.) UNLESS NOTED OTHERWISE. HANDRAIL GRIP SIZES SHALL COMPLY WITH SECTION ALL WALLS AND CEILINGS OF GARAGES TO BE SHEETED PLUMBING TRADES. LOCATIONS OF OPENINGS SHALL OF THE CONTRACTOR TO NOTIFY THE ARCHITECT. DO NOT PROVIDE OVER BACK FILLING FOR 8"OR 10" DOOR ANCHORAGE SYSTEM IS TO COMPLY WITH R311.5.6.3 OF THE 2015 IRC WITH 2016 NYS WITH 5/8"TYPE X FIRE CODE SHEETROCK.APPLY 1/2" BE APPROVED BY ARCHITECT AND SHALL BE PLACED WHERE FLUSH FRAMED METAL JOIST HANGERS SUPPLEMENT. TYPE X SHEETROCK ON HOUSE SIDE OF GARAGE AS NOT TO AFFECT THE STRENGTH OF THE CONSULTANT: THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE POURED CONCRETE FOUNDATION. CONTRACTOR SECTION RETE GLAZING IN THE SLIDING DOOR IS WALLS PER THE 2015 INTERNATIONAL RESIDENTIAL STRUCTURAL MEMBERS.VERIFY THE CONDITIONS OF SHALL'BE USED. UNLESS OTHERWISE SHOWN, TO PASS THE TEST REQUIREMENTS OF CPSC 16 CODE WITH 2016 NEW YORK STATE SUPPLEMENT. THE JOB PRIOR TO INSTALLATION. FIELD.ANY DISCREPANCIES SHALL BE REPORTED TO SHALL VERIFY SITE SPECIFIC SOIL TYPES AND SOIL PROVIDE METAL CONNECTORS AT ALL ARCHITECT IN WRITING BEFORE PROCEEDING. PRESSURES,AND VERIFY ALLOWABLE FOUNDATION CFR, PART 1201 CRITERIA FOR CATEGORY I OR II IN LOADING PRIOR TO BACKFILLING.ALL SHALL BE PER CONNECTIONS INCLUDING JOIST HANGERS AND ACCORDANCE WITH R308.3. GLAZING PANES ARE SHOWER AND TUB ENCLOSURES TO BE LINED WITH 1/2" STATE CODE. POST CAPS. UNLESS OTHERWISE SHOWN, USE TO BE IDENTIFIED IN ACCORDANCE WITH R308.1 "CEMENT BOARD".ALL OTHER BATHROOMS AND NO CONCRETE OR MASONRY WORK SHALL BE DONE THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS 3-2X10's OVER ALL BEARING OPENINGS 6'-0"OR AND R308.1.1. LAUNDRY ROOMS TO HAVE 1/2"WATER RESISTANT DURING TEMPERATURES OF 40 DEGREES F.AND AND METHODS OF CONSTRUCTION AND FOR SEQUENCES MORE. SHEETROCK. FALLING. AND PROCEDURES TO BE USED. ALL EMERGENCY ESCAPE AND RESCUE WINDOW LAMINATED VENEER LUMBER SECTIONS SHALL HAVE OPENINGS SHALL HAVE A MINIMUM NET CLEAR PLUMBING: NO FOOTING SHALL BE PLACED IN WATER OR ALL WORKMANSHIP AND MATERIALS SHALL BE THE FOLLOWING MINIMUM VALUES; OPENING OF 5.7 SQUARE FEET, MINIMUM OPENING DELETERIOUS MATERIAL. GUARANTEED FOR A PERIOD OF ONE YEAR AFTER CONSULTANT: Fb=2950 PSI, FV=290 PSI,AND E=2,000,000 PSI. HEIGHT: 24", MINIMUM OPENING WIDTH 20",ANDA ALL WORK SHALL MEET OR EXCEED THE LATEST COMPLETION BY THE CONTRACTOR. THE CONTRACTOR FOLLOW MANUFACTURES RECOMMENDATIONS FOR MAXIMUM SILL HEIGHT=44"A.F.F.,AS PER SECTION REQUIREMENTS OF ALL NATIONAL, STATE, COUNTY, PROVIDE TWO CONTINUOUS NO. 5 REINFORCING SHALL BE RESPONSIBLE FOR ENSURING THIS GUARANTEE. BEARING, BRACING,AND FASTENING R310.1.1, R310.1.2, R310.1.3, R310.1.4 OF THE 2015 MUNICIPAL AND OTHER AUTHORITIES WHO HAVE ELECTRICAL: BARS AT THE BOTTOM OF FOOTINGS AS SHOWN IN REQUIREMENTS. CONTRACTOR SHALL BE INTERNATIONAL RESIDENTIAL CODE WITH 2016 NEW JURISDICTION. SECTIONS. ALL MATERIALS SHALL BE NEW, UNLESS OTHERWISE RESPONSIBLE TO REVIEW ALL REQUIREMENTS AND YORK STATE SUPPLEMENT. ELECTRICAL FIXTURES &COMPONENTS ARE TO BE SHOWN.ALL WORKMANSHIP SHALL BE FIRST CLASS. APPLY IN FIELD. ALL REQUIRED PERMITS AND INSPECTION ALL FOOTING REINFORCING TO HAVE STANDARD SAFETY GLAZING IS REQUIRED IN HAZARDOUS LABELED IN ACCORDANCE WITH SECTION E3403. LOCATIONS AS DESCRIBED IN THE 2015 CERTIFICATES SHALL BE OBTAINED, PAID FOR,AND INTERRUPTING RATING OF CIRCUIT PROTECTIONS IS HOOKS AT ENDS. ANY DEFECTIVE WORK AND DAMAGE RESULTING ALL WOOD IN CONTACT WITH CONCRETE MASONRY INTERNATIONAL RESIDENTIAL CODE WITH 2016 NEW FURNISHED TO THE OWNER AT THE COMPLETION OF TO COMPLY WITH SECTION E3404. FOR EQUIPMENT THEREFROM, SHALL BE REPAIRED AND/OR REPLACED AS SHALL BE PRESSURE TREATED. YORK STATE SUPPLEMENT, SECTION R308.4. THE PROJECT BY THE CONTRACTOR. WORKING SPACE AND CLEARANCE SEE SECTION REINFORCING MARKED/NOTED CONT. (CONTINUOUS) REQUIRED AT NO COST TO THE OWNER&AT THE EXPENSE SHALL BE LAPPED 24 BAR DIAMETERS AT SPLICES CLIENT: OF THE CONTRACTOR. E3405. ELECTRICAL CONDUCTOR MATERIAL, SIZE, FRAMING TO BE ERECTED PLUMB,TRUE,AND LEVEL SERVICE WATER HEATERS AND BOILERS ARE TO AND CORNERS AND HOOKED AT NON-CONTINUOUS PLYWOOD PROTECTION PANELS AS REQUIRED FOR INSULATION AND CONNECTIONS ARE TO COMPLY AND TO BE FASTENED SECURELY. PROTECTION OF WINDOWS FROM WIND BORNE COMPLY WITH CHAPTER 20 AND CHAPTER 28. SEE WITH SECTIONS E3406 AND E3407. ENDS. ALL WORK IS TO BE LEVEL, PLUMB,AND TRUE. DEBRIS,TO BE PROVIDED WITH FASTENERS AND SECTION G2408 (305) FOR INSTALLATION. SEE ERECT STUDS IN TRUE ALIGNMENT TO TAKE FINISH SECTION G2409 (308)FOR CLEARANCE REDUCTIONS. IN ALL REINFORCING SHALL BE SECURELY HELD IN RESIDENTIAL CODE WITH 2016 NEW YORK STATE CHAPTER 36. THE RATING OF UNGROUNDED ALL WORK SHALL BE EXECUTED IN SUCH A MANOR AS TO MATERIALS. LABELS, ADDITION THE BOILER IS TO COMPLY WITH SECTION PLACE WHILE PLACING CONCRETE. IF REQUIRED, PER THE WITH INTERNATIONAL ELECTRICAL SERVICE LOADS ARE TO COMPLY WITH PROTECT THE SAFETY OF WORKMAN AND THE PUBLIC, G2452 (631). ADDITIONAL BARS OR STIRRUPS SHALL BE PROVIDED FRAME OUT FOR HEATING, PLUMBING,AND DURING CONSTRUCTION. SUPPLEMENT. CONDUCTORS IS TO BE IN ACCORDANCE WITH BY THE CONTRACTOR TO FURNISH SUPPORT FOR SECTION E3602. SIZING OF CONDUCTORS IS TO BE IN ELECTRICAL AS REQUIRED. THE REQUIRED EXIT DOOR SHALL COMPLY WITH FUEL GAS PIPING SYSTEM MATERIALS, COMPONENTS, ACCORDANCE WITH SECTION E3603. BRANCH ALL BARS. ALL BARRIERS AND OTHER PRECAUTIONARY MEASURES THE 2015 INTERNATIONAL RESIDENTIAL CODE WITH FABRICATION,ASSEMBLY, INSTALLATION TESTING CIRCUIT VOLTAGE LIMITATIONS AND CURRENT SHALL BE ERECTED IN ACCORDANCE WITH THE DOUBLE UP JOISTS AROUND ALL OPENINGS AND 2016 NEW YORK STATE SUPPLEMENT. METHODS, OPERATION AND MAINTENANCE SHALL BE RATINGS ARE TO COMPLY WITH CHAPTER 37&39. "KEYS"FOR WALLS, BEAMS AND SLABS MUST BE ISSUES/REVISIONS AUTHORITIES HAVING JURISDICTION ORAS REQUIRED FOR PARTITIONS AND UNDER PARALLEL JOISTS. IN ACCORDANCE WITH SECTION G2401 (101) G2417 PROVIDED AS SHOWN IN DETAILS AND SECTIONS. Description SAFETY DURING THE ENTIRE CONSTRUCTION OPERATION. (406). GAS PIPING IS TO BE DESIGNED IN ELECTRICAL GROUNDING SYSTEM IS TO COMPLY No. Date ALL NAILS, STRAPS, BOLTS, RODS, JOIST HANGERS, ACCORDANCE WITH SECTION G2413 (402) PIPING WITH SECTION E3608. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE ISSUE TO OWNER(PERMIT COORD) 1 03/19/19 THE CONTRACTOR SHALL USE ADEQUATE NUMBERS OF AND OTHER FRAMING HARDWARE TO BE HOT DIPPED MATERIALS ARE TO COMPLY WITH SECTION G2414(403) FOR THE ADEQUATE DESIGN AND CONSTRUCTION OF SKILLED WORKMAN WHO ARE THOROUGHLY TRAINED AND GALVANIZED. STRUCTURAL MEMBERS ARE NOT TO BE WEAKENED REQUIRED RECEPTACLE OUTLETS, GFI ALL FORMS. ISSUED FOR OWNER'S REVIEW 2 08/22/19 EXPERIENCED IN THE NECESSARY CRAFTS AND FIREPLACES AND FLUES: BY INSTALLATION OF GAS PIPING IN ACCORDANCE PROTECTIONS, LIGHTING OUTLETS ARE TO COMPLY ISSUED FOR INSULATION REVIEW 3 09/25/19 COMPLETELY FAMILIAR WITH THE REQUIREMENTS AND ALL NAILING PATTERNS AND ATTACHMENT METHODS WITH SECTION G2405 (302). PIPING INSTALLATION IS WITH CHAPTER 39. ENCLOSED ELECTRICAL WIRING ISSUED FOR BUILDING PERMIT FILING 4 10/10/19 METHODS NEEDED FOR PROPER PERFORMANCE OF THE SHALL BE AS PER DETAILS INCLUDED IN THESE MULTIPLE FLUES ARE TO BE INSTALLED IN TO COMPLY WITH G2415 (404). KINKS IN PIPES ARE IS TO COMPLY WITH TABLES E3904.6 (1)THROUGH WORK NOTED ON THE: PLANS. DOCUMENTS AND THE 2015 IRC WITH 2016 NYS ACCORDANCE WITH R1001.10. CHIMNEY FLUES NOT ACCEPTABLE IN ACCORDANCE WITH SECTION (10). SUPPLEMENT. CONNECTED TO MORE THAN ONE APPLIANCE ARE G2416(405). THE CONTRACTOR SHALL BOTH COORDINATE HIS TO HAVE A CROSS SECTIONAL AREA NOT LESS ELECTRICAL DEVICES AND LIGHTING FIXTURES ARE ACTIVITIES WITH THE OWNER AND ARCHITECT DURING ALL REQUIREMENTS FOR ROOF COVERING SHALL BE THAN THE AREA OF THE LARGEST CONNECTOR GAS PIPING IS NOT TO BE USED AS A GROUNDING TO COMPLY WITH CHAPTER 40. CONSTRUCTION. IN COMPLIANCE WITH SECTION R905 OF THE 2015 IRC PLUS 50%OF THE AREAS OF THE ADDITIONAL CONDUCTOR FOR ELECTRIC AND CONTROL SYSTEMS. WITH 2016 NYS SUPPLEMENT. CHIMNEY CONNECTORS. FURTHERMORE, FLUE ELECTRICAL CONDUCTOR PENETRATIONS THROUGH CONTRACTOR IS RESPONSIBLE TO SPECIFY AND CROSS SECTIONAL AREA IS TO COMPLY WITH GAS PIPING IS TO BE TESTED FOR LEAKS IN COORDINATE INSTALLATION OF ALL MECHANICAL, R1001.11 AND M1805.3. ACCORDANCE WITH G2415.20 (404.20). REFER TO BUILDING STRUCTURAL COMPONENTS ARE TO ELECTRICAL AND PLUMBING DEVICES PER CODE. COMPLY WITH SECTION E3402. SECTION G2417(406) FOR ADDITIONAL NOTES OF REFERENCE GENERAL NOTES OF CONFORMANCE HEREIN. EXTERIOR AIR INTAKE IS TO COMPLY WITH R1006.2. COMPLIANCE. ALL FIREPLACES SHALL BE ZERO CLEARANCE U.L. GAS SHUTOFF VALVES ARE TO BE PROVIDED IN THE CONTRACTOR SHALL PROVIDE ALL LABOR, RATED, UNLESS OTHERWISE SPECIFICALLY NOTED. ACCORDANCE WITH SECTIONS G2420(409)AND G2422 MATERIALS, EQUIPMENT,AND APPLIANCES,AND MECHANICAL: CONTRACTOR SHALL REFER TO MANUFACTURER'S (411). PERFORM ALL OPERATIONS FOR THE WORK SHOWN INSTRUCTIONS ON INSTALLATION AND MINIMUM ON THE DRAWINGS.THE INSTALLATION SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, CLEARANCE DIMENSIONS.ALL APPLICABLE NYS WATER AND DRAINAGE PLUMBING IS TO BE INSTALLED HVAC IS TO COMPLY WITH SECTION N1103(R403). EQUIPMENT AND MATERIALS ARE TO BE IDENTIFIED CODES REGARDING ZERO CLEARANCE FIREPLACES IN ACCORDANCE WITH SECTION P2603. WOOD FRAME ALL REQUIREMENTS PER AUTHORITY HAVINGJURISDICTION.THE CONTRACTOR SHALL OBTAIN AND IN ACCORDANCE WITH N1101.3 (R101.5.1). HEATING SHALL BE FOLLOWED ACCORDINGLY. DRILLING AND NOTCHING ARE TO BE IN ACCORDANCE PAY FOR ANY PERMITS REQUIRED FOR THE AND COOLING EQUIPMENT SIZE IS TO BE DESIGNED WITH P2603.2. PIPE PROTECTION AGAINST PHYSICAL INSULATION OF THE SPECIFIED WORK AND WORK IN ACCORDANCE WITH M1401.3. DUCT SYSTEM FOR ALL FLUES MUST BE SIZED FOR ALL APPLIANCES DAMAGE AND CORROSION IS TO BE IN ACCORDANCE S.ALL HVAC IS TO BE FABRICATED IN ACCORDANCE WITH THAT ARE CONNECTED BY MAXIMUM RATED BTU WITH P2603.2.1 AND P2603.3 RESPECTIVELY. REFER TO REQUIRED BY OTHER CONTRACTOR ELECTRICAL EQUIPMENT SHALL BE S.U/L APPROVED. SECTION M1601. THICKNESS OF ALUMINUM AND OUTPUT OF TOTAL CONNECTED APPLIANCES. P2603.4 AND P2603.5 FOR PIPES THROUGH FOOTINGS GALVANIZED SHEET METAL ARE TO BE IN OR FOUNDATION WALLS RESPECTIVELY. PIPE THE ELECTRICAL CONTRACTOR SHALL PROVIDE ACCORDANCE WITH TABLE M1601.1.1. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS PENETRATIONS THROUGH FOUNDATION WALLS ARE LOCATIONS OF RECEPTACLES, SWITCHES, SWITCH AND OTHER PRODUCT SUBMITTALS AS REQUIRED TO BE SLEEVED WITH A SLEEVE TWO PIPE SIZES OPERATED RECEPTACLES AND LIGHTING LOCATIONS PROJECT: BY THE LOCAL BUILDING DEPARTMENT. GREATER THAN THE PIPE PASSING THROUGH, IN AS REQUIRED FOR PERMITTING AND SCOPE OF ACCORDANCE WITH P2603.4. WORK PIPE SUPPORTS ARE TO COMPLY WITH SECTION P2605. TABLE P2605.1 APPLIES EXCEPT LEAD PIPE IS NOT TO THE ELECTRICAL CONTRACTOR SHALL FURNISH A BE USED. PIPE MATERIALS ARE TO COMPLY WITH CERTIFICATE OF INSPECTION ATTESTING THAT ALL SECTION P2609. ELECTRICAL WORK HAS BEEN INSPECTED AND IS IN PRESSURE RELIEF DEVICES FOR WATER HEATER ARE COMPLIANCE WITH THE NATIONAL ELECTRIC CODE TO BE PROVIDED AND ARE TO COMPLY WITH SECTION P2804. (LATEST EDITION). DELORENZO FIXTURE TRAPS ARE TO COMPLY WITH SECTION P3201. RESIDENCE LOT 29 FAIRWAY DRIVE CUTCHOGUE, NY DRAWING TITLE: GENERAL NOTES SEAL , �' R DATE: 03/19/2019 " L a PROJECT No.: 1901-05P Nil DRAWING BY: CAC = n A f>9 a ti t, CHK. BY: - WG No: G N 1 .1 `' 00 OF 00 FOUNDATION LEGEND ARCHITECT: NEW CONCRETE FOUNDATION AND FOOTING. BUSCH ASSOCIATES PROVIDE MINIMUM PSI AND ALL REINFORCING ARCHITECTS AS NOTED IN SECTIONS AND CONCRETE NOTES. REFERENCE OTHER SHEETS. STRUCTURAL BEARING MEMBER, SEE PLANS ti�nlr,s;;tiF r.vsE.�F ry r;oF: FOR REFERENCE TO TYPE; IE. STEEL, WOOD Fr 4l,'3 r:,l,,! ;;NII aVF.r-,I-'A,"Ac,,< OR LAMINATED MEMBER. 'L '/"'7,071"`I D SIZE !+bft FRAMING SIZE, SPACING AND DIRECTION LOCATION BEARING POST(ABOVE). POST SIZE SHALL "IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE A LICENSED RCHITECT ENGINEER, ALTER IN ANY WAY ANY RISERS: (3)@ 6" [3 0 PROVIDE FOR MINIMUM BEARING PER CODE OF IITEMCTION ONN THOESE DRAWNGSA F AN TEM BEARING HOE SEAL OF ANARCHITECT/ TREADS: (2) @ 11" MEMBER BEING SUPPORTED. ENGINEER IS ALTERED, HE ALTERING ARCHITECT\ENGINEER SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND THE NOTATION 'ALTERED BY" FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC 1, STEEL BEARING COLUMN.ALL TO BE 3 1/2" DESCRIPTION OF THE ALTERATION ON THE DRAWING. " THE PLANS AND 22'-54" 33'-22" $ 22'-51 O SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS 8" ASC STEEL MANUFACTURED COLUMNS WITH A(RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND DAVID -�--- T-41" 11'-03" �� 4' 31'-101" 4' 3, 3, WELDED BEARING PLATE, U.O.N. D. BUSCH, ARCHITECT, PC. HESE PLANS AND SPECIFICATIONS WILL BE THE 2 4 2 11 -04' 7-44' SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY ANYONE WITHOUT WRITTEN AUTHORITY OF DAVID D.BUSCH ARCHITECT,PC" c - - - - - - - - - - - ELEVATION OR SECTION BUSCH ASSOCIATES O _ _ _ _ _ _ _ _ _ _ A0.0 CONSULTANT: - � °• —• � _ REVISION NUMBER REVISION TO DRAWING ^ I I I AREA OF REVISION O DOOR NUMBER-KEYED TO DOOR SCHEDULE ao SLAB O ON GRADE I _ WINDOW TYPE-KEYED TO DOOR SCHEDULE CONSULTANT: N? IN ? KEYED NOTE WALL TYPE. REFER TO WALL TYPE DETAILS ROOM `O I I ( ( 000 ROOM NAME AND ROOM NUMBER/DIMENSION CEILINGIWALL MOUNTED SMOKE DETECTOR, v O - - - O — - - - - - -� O - CONSULTANT: WITH -- -- -- _- - - - — bo O BATTERY BACKUP,AND WIRED FOR oo - CENTRAL ALARM. PROVIDE'HARD WIRED' S _ _ _ _ CONNECTION (TYP. FOR ALL) p I — — T cel I I F!=] I II CEILING/WALL MOUNTED HEAT DETECTOR , % O WITH BATTERY BACKUP,AND WIRED FOR 8 I CENTRAL TARD WIRED' CONNECTION (TYP. FOR ALL) II � �� II I cco n cin cn I I II \ FUTURE I I cn co I . ( CEILINGIWALL MOUNTED CARBON MONOXIDE CLIENT: SLAB co co DETECTOR,WITH BATTERY BACKUP AND WIRED r ON o LII I (I rNle I III \ 1/2 BATH ATH I U) I © FOR CENTRAL ALARM. PROVI DE' HARD WIRED O O O p GRADE 0LLJ L -- - - CONNECTION (TYP. FOR ALL) 00 _j c*lj 0 0 0 0 O L- O 6-16" 0 0 ABBREVIATIONS:0 I I RISERS: (2) @ 7" " U- N N N N I I TREADS: (1) @ 12" V.I.F. VERIFY IN FIELD R.R. ROOF RAFTER . ... _N .., � — —-H——" _ _ BLOCKING v CENTER LINE P.C. POURED CONCRETE CONT. CONTINUOUS P.T. PRESSURE TREATED ——BLOCKING— —— — — BLOCKING L O.C. ON CENTER HDR. HEADER ISSUES/REVISIONS 7 I I I I I I I I C.J. CEILING JOIST LVL LAMINATED VENEER LUMBER llool-r Description No. Date 3,. I 3, 20 F.J. FLOOR JOIST T.O.F. TOP OF FOUNDATION/FOOTING —, 9 FLOCKING 81-11, e 7-6 9 9-74 - I ISSUE TO OWNER(PERMIT COORD) 1 03/19/19 F-2 BLOCKING � � F 3 — — — — — o D.J. DECK JOIST U.O.N. UNLESS OTHERWISE NOTED _ _ _ _ _ F.F. FIRST FLOOR SLAB ISSUED FOR OWNER'S REVIEW 2 08/22/19 $— — �-- -e — �_ ISSUED FOR INSULATION REVIEW 3 09/25/19 3'-74" - F-2 -- - L F-2 F-2 �- - =`BLOCKING IF P 4 I I I I I I I ANCHOR NOTES: -I J J U 1 I I I I I U I P 1 R 00 "I ISSUED FOR BUILDING PERMIT FILING 4 10/10/19 1.A MINIMUM OF ONE ANCHOR BOLT SHALL BE PROVIDED WITHIN 6 TO 12 = I — —— �' J J@ 1/ I I I I I I ( I J I I 17 /4 I "' INCHES OF EACH END OF EACH PLATE. -� _ _ _ 2.ANCHOR BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 7 INCHES IN 71-c", rr O BLOCKING N = N = iv (2)1 3/4"X 9 1/2" L.V.L. iv = ICV ( I oo O I ~ iv ��� �� FLUSH ��� I • I I ti CONCRETE FOUNDATIONS AND SLAB-ON-GRADE OR 7 INCHES IN 0) O iv °' _ 1, �, I MASONRY BLOCK FOUNDATIONS WHEN RESISTING LATERAL AND SHEAR ch X � °' °' °' 6 9—' 13'-8" 3'-8' M I, I X LL X X U- 4 _ LOADS ONLY. 3.ANCHOR BOLTS SHALL BE LOCATED WITHIN 12 INCHES OF CORNERS. N M M M M CN I I 4. SILL PLATES OR BOTTOM PLATES SHALL BE PRESSURE TREATED AND IF-2 F-2 N F_2 F_2 N CV F-3 c.l I HAVE FULL BEARING ON THE FOUNDATION SYSTEM. _ _ I 5. REFER TO WIND LOAD DESIGN SHEETS FOR MINIMUM SIZE AND I - — I SPACING OF ANCHOR BOLTS.AND OTHER FOUNDATION STRAPPING L I LCCINTINUOUS (3) 1 3/4' X 9 /2" L.V.L. GIRD I L_ REQUIREMENTS. I __J J J •. I— — BLOCKING — GARAGE SLAB I I CODE COMPLIANCE NOTES: I BASEMENT I I I ON GRADE C) I w co PITCH TO O.H. DOOR I 1. THE MINIMUM NET AREA OF VENTILATION OPENINGS IS NOT TO BE I F_ I ( C? I ESS THAN 1 S.F. FOR EACH 150 S.F. OF UNDERFLOOR SPACE. EXCEPT WHEN GROUND SURFACE IS TREATED W/A VAPOR RETARDER MATERIAL, PROVIDE 1/1500 VENTILATION AREA AND O O O O 0 0 d 0 0 I I I I LOCATE TO PROMOTE CROSS VENTILATION. REFER TO FOUNDATION II PLAN FOR LOCATIONS. I U-I I-'i "-I I I I I 2. ALL ANCHOR BOLT SIZE AND SPACING SHALL BE AS PER WIND v v I LOAD/STRAPPING DESIGN DRAWINGS AND SHALL BE INSTALLED IN ACCORDANCE WITH R403.1.6. PROJECT: �bN I N I I I I 3. PROVIDE SMOKE DETECTION, HEAT DETECTION AND CARBON oI °' I I I MONOXIDE DETECTION PER PLANS LOCATIONS, (POWER SOURCE FOR SMOKE ALARM SYSTEM IS TO COMPLY WITH R313). 8 3 1 " I 4. WALL AND CEILING FINISHES ARE TO HAVE A FLAME-SPREAD 2p' _ 7r8" 18'-6-" 23'-11 R302.9.1 AND ASMOKE-DEVELOPED INDEX NOT GREATER THAN 450 IN cher � 4 CLASSIFICATION NOT GREATER THAN 200 IN ACCORDANCE WITH-- - M�'1 'I — - ACCORDANCE WITH R302.9.2. TESTING AND ALTERNATE TEST � METHODS MUST COMPLY WITH R302.9.3 AND R302.9.4 RESPECTIVELY. , iv 5. REFER TO OTHER SHEETS FOR ADDITIONAL TRADE NOTES. DELORENZO °° RESIDENCE ALL POURED CONCRETE WALLS, FOOTINGS, PIERS, GRADE BEAMS AND PADS SHALL BE 3,000 PSI POURED CONCRETE UNLESS OTHERWISE NOTED.ALL SLABS SHALL BE AIR ENTRAINED AND HAVE A MINIMUM `r COMPRESSIVE STRENGTH OF 3,500 PSI @28 DAYS. RISERS: (2)@ 7" TREADS: (1) @ 12" ALL FLOOR JOISTS TO BE DOUBLED UNDERNEATH ALL PARALLEL LOT 29 FAIRWAY DRIVE PARTITIONS,BATH TUBS&ANY OTHER HEAVY APPLIANCES. CUTCHOGUE, NY BRIDGING JOIST NOTE: DRAWING TITLE: 25'-94" 9' 43'-34" PROVIDE ONE ROW OF BRIDGING EVERY 8'-0"OF JOIST SPAN. -' 78'-11„ 2 FOOTING SCHEDULE MARK SIZE FOUNDATION F-1 2'-0"x2'-0"x12" CONSTRUCTION PLAN F-2 2'-6"x2'-6"x12"W/#4 @ 12"O.C. B.E.W. F-3 3'-0"x3'-0"x12"W/#4 @ 12" O.C. B.E.W. F-4 - F-5 - SEAL&SIGNATURE DATE: 03/19/2019 PROJECT No.: 1901-05P NOTES: �- ,;�,;- 1.ASSUMED SOIL BEARING VALUE=2000 PSF. ��'.', ..°.; "�'` :°'�. °' �`" DRAWING BY: CAC 2.ASSUMED CONCRETE STRENGTH @ 28 DAYS=3000 PSI U.O.N. �. /; „ ; �:'' ;_ CHK. BY: - 3. UNDERSIDE OF ALL FOOTINGS IN UNHEATED AREAS TO EXTEND T-0" c. ' =' DWG No: MIN. BELOW FINISHED GRADE OR LOCAL FROST LINE. 4. B.E.W. = BOTTOM EACH WAY. ,�. A1 . 1 00 OF 00 1 CONSTRUCTION LEGEND ARCHITECT: OUTSIDE LINE OF FRAMING BUSCH ASSOCIATES NEW EXTERIOR WALL - ARCHITECFS NEW INTERIOR WALL rJV +0\`;'t;T P;' ,iN SrRf"CT, Ear4'SW)Mft , NY 11"i;;5 LINE OF SOFFIT OR CEILING CONDITION ABOVE =) n `""r�J"Irl=MD nVE_,ALTAn00;,'i E sr n", I ; ,^c.; D NEW WINDOW. REFER TO WINDOW SCHEDULE "IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY WAY ANY 78'-6" NEW DOOR. REFER TO DOOR AND HARDWARE ITEM ON THESE DRAWINGS, IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ C SCHEDULE ENGINEER IS ALTERED,THE ALTERING ARCHITECT\ENGINEER SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS/HER SIGNATURE AND HE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION ON THE DRAWING. " THE PLANS AND 22'-74" 33'-22" 6 22'-74" INTERIOR LOAD BEARING WALL. SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS 6, 12'-8" 15'-62' _41'�' BLOCK SOLID AT MID-SPAN (TYP.) D. BUSCH,A RESULT OA CH ARCHITECT, C CONTRACTUAL HESOETPLANS ANDS ECIFICATIIONSIATIONS BETWEEN THE EWI AND E SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY ANYONE WITHOUT WRITTEN AUTHORITY OF DAVID D.BUSCH ARCHITECT,PC" STRUCTURAL BEARING MEMBER, SEE PLANS BUSCH ASSOCIATES c FOR REFERENCE TO TYPE; IE. STEEL,WOOD O OR LAMINATED MEMBER. SIZE CONSULTANT: FRAMING SIZE, SPACING AND DIRECTION (3)1 3/4"X 11 1/4" L.V.L. (3)1 3/4"X 11 1/4" L.V.L. LOCATION C7 ❑ BEARING POST(ABOVE) COVERED I C3 ❑ STRUCTURAL POST f N PATIO N STEEL BEARING COLUMN.ALL TO BE 3 1/2" X X I I ASC STEEL MANUFACTURED COLUMNS WITH N N Q v v WELDED BEARING PLATE, U.O.N. CONSULTANT: 5,-0 4 11 -7 1 ' 2" ' -5' 11'-NV' 7'-7" CEILING/WALL MOUNTED SMOKE DETECTOR, \2/ WITH BATTERY BACKUP,AND WIRED FOR CENTRAL ALARM. PROVIDE'HARD WIRED' #02 CONNECTION (TYP. FOR ALL) (g A5.1 CEILING/WALL MOUNTED CARBON MONOXIDE F_ DETECTOR,WITH BATTERY BACKUP,AND HOLDDOWN O EE ( O O O I O N I HOLDDOWN © FOR CENTRAL ALARM. P OVIDE'HARD WIRED'WIRED (3)1 3/4"X 11 1/4" L.V.L. `�' �— CONNECTION (TYP. FOR ALL) CONSULTANT: (3)2X6 (3)2X6 (3)1 3 L.V. I 2X6 3)1 3/4"X 9 1/2"L.V.L. FLUSH — I ( ® CEILING MOUNTED EXHAUST FAN 1.. - — 31 JH l} 3c, 51'_4'_ _ Zr, 8'-43' 14'-8" 23'-3" - -- -t 12 5 ° 61 - 2— 14'-14" 2 4 52 32 5 10 10 ELEVATION OR SECTION BEDROOM #2 M. -TcoE SHWR ° BATH "'�� ® REVISION NUMBER ih °' LAUNDRY _ °' REVISION TO DRAWING CLIENT: o N M MASTER BEDROOM My N DE s o BREAKFAST KITCHEN I 13 - AREA OF REVISION T/ �' CIO ABBREVIATIONS: TIN W T _ �} \9 21 10 M C) @� O U I _ TI 17 M V.I.F. VERIFY IN FIELD R.R. ROOF RAFTER O O (2)2X8 r CENTER LINE P.C. POURED CONCRETE 0 N Z (2)2X8 ( 2X8 6'-3" ,� 5'-02" W � a s T�N CONT. CONTINUOUS P.T. PRESSURE TREATED U @ O.C. ON CENTER HDR. HEADER ISSUES/REVISIONS G X ;� 11 0 "' � X O C.J. CEILING JOIST LVL LAMINATED VENEER LUMBER X N — Descrlptlon No. Date _ _ M F.J. FLOOR JOIST T.O.F. TOP OF FOUNDATION/FOOTING M (2) X8 N _ _ _ _ _ _ _ _ _ _ _ 16 ISSUE TO OWNER(PERMIT COORD) 1 03/19/19 M - D.J. DECK JOIST U.O.N. UNLESS OTHERWISE NOTED TSN rI�N CLO S6 -1 �`' (2)2X10 rl TM - ISSUED FOR OWNER'S REVIEW 2 08/22/19 — — — — — —_ N MINIMUM EXTERIOR WALL REQUIREMENTS: ISSUED FOR INSULATION REVIEW 3 09/25/19 "' ° r.N P 1 R 14 14 D 11 0, ISSUED FOR BUILDING PERMIT FILING 4 10/10/19 _ _ <- `I' _ _ 12 7" 1/ " 15 @ 1/ ° i` 1. 2x4 @ 16"O.C.DF#2 GRADE OR BETTER AT 9'MAX. PLATE HEIGHT. _ _ 2. 2x6 @ 16"O.C.DF#2 GRADE OR BETTER AT 12'MAX. PLATE HEIGHT. D x o LIN N (2)2X10 - -- LIN E BATH `r' 2 2X10 - 3. (2)2x6 @ 16"O.C. DF#2 GRADE OR BETTER AT 18'MAX. PLATE HT. O ( ) (2)1 3/4"X14" L.V.L. M - O- O O i - - - - - - - - - - , co INTERIOR WALLS: 7 _ (2)2x8 "' - ns 11��* �N CLO PANTRY INTERIOR PART[ ION ADJACENT TO 1. 2x4 @ 16"O.C.DF#2 STUD GRADE U.O.N. I GARAGE TO RE IVE SAME I HOLDDOWN I - — — — — — — — INSULATION MAK ..IIP AS AN =1Nt(2 N )2X8 (2)2X10 FLUSH (2)2X10 _ _ EXTERIOR WALL. RE SHEET ( ALL FLOOR JOISTS TO BE DOUBLED UNDERNEATH ALL PARALLEL (2 X8 A5.1 FOR DETAIL. PARTITIONS, BATH TUBS&ANY OTHER HEAVY APPLIANCES. - - — -CLO— — — a T�N10 O 4 2-24"-,�- 2'-8" ,'� 9'-112" 3'-71" BRIDGING JOIST NOTE: N 2 I O (2)2�C10 32" 32.. GARAGE + �t PROVIDE ONE ROW OF BRIDGING EVERY 8'-0"OF JOIST SPAN. OE - M 0 X N N T NOTE: F- Ln N I cX,I `T° ALL ELECTRICAL OUTLETS, SWITCHES, LIGHTING, PLUMBING &OTHER MECHANICAL WORK&COORDINATION IS NOT INDICATED IN THESE v I � DOCUMENTS, CONTRACTOR TO COORDINATE ALL W/HOMEOWNER. v U M O O O NEW MECHANICAL&ELECTRICAL WORK T �� z z O FULLY COMPLY W/NYS z BEDROOM #1 _ PLAY ROOM I I LIVING ROOM CODES&REGULATIONS ti� T U T U U 31.. U 1 i14 1 0 1. I ) 0 2 0 1 PROJECT: 5 ' T 3-" 3-' T 05 2 3, 2 >C 3 2 3 X x 3„ 52 CODE COMPLIANCE NOTES: 13-0 ' 13'- 6-8 19-34' 24'-3- 4 32- - 1. THE CLOTHES DRYER EXHAUST SYSTEM IS TO BE INDEPENDENT T OF ALL OTHER EXHAUST SYSTEMS AND IS TO CONVEY THE A HOLDDOWN MOISTURE AND THE PRODUCTS OF COMBUSTION TO THE OUTSIDE _ OF THE BUILDING IN ACCORDANCE WITH M1501 OF THE 2015 (3)2X12 INTERNATIONAL RESIDENTIAL CODE. DUCTS THAT EXHAUST (3)2X6 (3)1 3/4"X 9 1!2"L.V.L.FLUSH (3)1 3/4"X 11 1/4" L.V.L. FL SH 13)2X6 (3)2X6CLOTHES DRYER ARE NOT TO D WALLS iv UNLESS SUCH DUCTS ARE CONSTRUCTED TE RED OFGALVANIZEDESTEEL — - OR ALUMINUM WITH THICKNESS SPECIFIED IN SECTION R302.5.2 D E LO R E N ZO AND THE FIRE RESISTANCE RATING IS MAINTAINED. HOLDDOWN EE N N E E TSN HOLDDOWN 2. PROVIDE SMOKE DETECTION, HEAT DETECTION AND CARBON O O O RESIDENCE MONOXIDE DETECTION PER PLANS LOCATIONS,AND AS PER CODE �, 0 IN N OF (POWER SOURCE FOR SMOKE ALARM SYSTEM IS TO COMPLY WITH R314.6). 311, 3 , 1' 1" 1" 3. WALL AND CEILING FINISHES ARE TO HAVE A FLAME-SPREAD cfl - 704 13 2-2 7-04 �— 3 2 3)2kl2 3 2 I 10-24 15 62 12 10 6'-34 CLASSIFICATION NOT GREATER THAN 200 IN ACCORDANCE WITH IN— A — R302.9.1 AND A SMOKE-DEVELOPED INDEX NOT GREATER THAN 450 IN ACCORDANCE WITH R302.9.2. TESTING AND ALTERNATE TEST LOT 29 FAIRWAY DRIVE L� J METHODS MUST COMPLY WITH R302.9.3 AND R302.9.4 CUTCHOGUE, NY PESPECTIVELY. 4. CERAMIC TILE SURFACES AND INSTALLATION ARE TO COMPLY WITH R702.4. OTHER FINISHES ARE TO COMPLY WITH R702.5 AND DRAWING TITLE: 6" 8' 7 .6. 6" 5. REFER TO OTHER SHEETS FOR ADDITIONAL TRADE NOTES. 26' 6. COMBUSTION AIR REQUIREMENTS SHALL COMPLY WITH THE 2015 � 9' � 43'-6" INTERNATIONAL RESIDENTIAL CODE CHAPTER 17. PROVIDE A LOUVRE WITH A MINIMUM FREE AREA OF NOT LESS THAN 1 SQ.IN. 1 ST FLOOR PER 1000 BTU/HR INPUT RATING OF ALL APPLIANCES IN THE CONSTRUCTION PLAN ENCLOSURE BUT NOT LESS THAN 100 SQ.IN.. 7. ALL NAILING SHALL BE IN ACCORDANCE W/TABLE 3.1, 3.4A, 3.5A, 3.6A&3.9A OF THE 2001 EDITION OF WOOD FRAME CONSTRUCTION MANUAL(WFCM). (REFER TO WIND LOAD DESIGN SHEET A8.1 &A8.2) GENERAL CONSTRUCTION NOTES: SEAL&S GNAT E DATE: 03/19/2019 ,... -V�Dp,� PROJECT No.: 1901-05P 1IEEQ 1. CONTRACTOR TO PROVIDE ALL TEMPORARY BRACING AND qp �`'I` � , ~; DRAWING BY: CAC SHORING AS REQUIRED TO MAINTAIN EXISTING STRUCTURE FOR ° CHK. BY: - CONNECTION OF NEW CONSTRUCTION. 4zi DWG No: 2. THE CONTRACTOR IS TO PROVIDE WEATHER TIGHT PROTECTION , ":;, L> TO EXISTING RESIDENCE DURING ALL PHASES OF CONSTRUCTION -�`� 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DIMENSIONS �� S- A1 .2/ AND CONDITIONS ON THE JOB AND THE ARCHITECT MUST BE �- r, 024C,-7-7 I � NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS SHOWN. 00 OF 00 _ I CONSTRUCTION LEGEND ARCHITECT: �—OUTSIDE LINE OF FRAMING BUSCH ASSOCIATES -- ARCHITECTSNEW EXTERIOR WALL NEW INTERIOR WALL ar c,.,,; r,^,.v;Arrr-_T. PPrs�, ,r, NY I�r;,, A!-jA 0NTl LINE OF SOFFIT OR CEILING CONDITION ABOVE .... . NEW WINDOW. REFER TO WINDOW SCHEDULE "IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY WAY ANY NEW DOOR. REFER TO DOOR AND HARDWARE ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ C SCHEDULE ENGINEER IS ALTERED,THE ALTERING ARCHITECT\ENGINEER SHALL AFFIX TO I HS/HER ITEM THEIR SEAL AND THE NOTATION 'ALTERED BY" FOLLOWED BY HS/HER SIGNATURE AND HE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION ON HE DRAWING. " THE PLANS AND CT � INTERIOR LOAD BEARING WALL. SPECIFICATIONS HEREIN ARE INTENDED FOR HE SUBJECT PROJECT ONLY AS A RESULT BETWEEN THEND BLOCK SOLID AT MID-SPAN (TYP.) D. BUSCH,OARCCH ARCHITECT, PC.L THESENEGOTIATIONS PLANS ANDS ECIFICATIIONSEWLL BE DAVID SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY ANYONE WITHOUT WRITTEN AUTHORITY OF DAVID D.BUSCH ARCHITECT,PC" STRUCTURAL BEARING MEMBER, SEE PLANS c BUSCH ASSOCIATES FOR REFERENCE TO TYPE; IE. STEEL, WOOD OR LAMINATED MEMBER. �❑ ❑ ❑ ❑ ❑ ❑� FRAMING SIZE, SPACING AND DIRECTION SIZE CONSULTANT: LOCATION E7 0 BEARING POST(ABOVE) ® 0 STRUCTURAL POST STEEL BEARING COLUMN.ALL TO BE 3 1/2" O ASC STEEL MANUFACTURED COLUMNS WITH WELDED BEARING PLATE, U.O.N. CONSULTANT: -� 11'-4" 11'-4" 11'-4" ,�' 11'-4" CEILING/WALL MOUNTED SMOKE DETECTOR, O WITH BATTERY BACKUP,AND WIRED FOR CENTRAL ALARM. PROVIDE'HARD WIRED' WCONNECTION (TYP. FOR ALL) w CEILINGIWALL MOUNTED CARBON MONOXIDE o © DETECTOR, WITH BATTERY BACKUP, AND WIRED FOR CENTRAL ALARM. PROVIDE'HARD WIRED' CONNECTION (TYP. FOR ALL) CONSULTANT: O N CE m UA CEILING MOUNTED EXHAUST FAN N r X N 7 A0.0 ELEVATION OR SECTION REVISION NUMBER X R.RF --l1 R X1 R.R[— _X1 .R REVISION TO DRAWING CLIENT: @2 "O. 24' C. cl) @2 "O. . 7:124' C. 2 w w 7:1 2 AREA OF REVISION ra SL P 77 0 0 SL' P ABBREVIATIONS: cn x O x V.I.F. VERIFY IN FIELD R.R. ROOF RAFTER c X q CENTER LINE P.C. POURED CONCRETE 04 -r o +ti -( o 1 +'t, CONT. CONTINUOUS P.T. PRESSURE TREATED N �� m ti� O.C. ON CENTER HDR. HEADER ISSUES/REVISIONS 7C`+ ^'�a ��,�„11 �c'�+ ,�•�'�� C.J. CEILING JOIST LVL LAMINATED VENEER LUMBER Dlescription No. Date �1 vm liC"� / �`,� 7/l c' � F.J. FLOOR JOIST T.O.F. TOP OF FOUNDATION/FOOTING V �, �f'V ISSUE TO OWNER(PERMIT COORD) 1 03/19/19 N a (2) R.R. J VV ` (2) R.R. D.J. DECK JOIST U.O.N. UNLESS OTHERWISE NOTED 7 0 ISSUED FOR OWNER'S REVIEW 2 08/22/19 cl) .�' MINIMUM EXTERIOR WALL REQUIREMENTS: ISSUED FOR INSULATION REVIEW 3 09/25/19 ISSUED FOR BUILDING PERMIT FILING 4 10/10/19 1. 2x4 @ 16"O.C.DF#2 GRADE OR BETTER AT 9'MAX. PLATE HEIGHT. N v w v 2. 2x6 @ 16"O.G DF#2 GRADE OR BETTER AT 12'MAX. PLATE HEIGHT. 0 3. (2)2x6 @ 16"O.C. OF#2 GRADE OR BETTER AT 18'MAX. PLATE HT. 1 3/4"x 14"L.V.L. RIDGE BOARD 0 N INTERIOR WALLS: N N N N04 N N 1. 2x4 @ 16" O.C. DF#2 STUD GRADE U.O.N. r- ALL FLOOR JOISTS TO BE DOUBLED UNDERNEATH ALL PARALLEL 0 PARTITIONS, BATH TUBS&ANY OTHER HEAVY APPLIANCES. m 2 R.R. 2 R.R. 2 R.R. BRIDGING JOIST NOTE: P L P L cn P L PROVIDE ONE ROW OF BRIDGING EVERY 8'-0"OF JOIST SPAN. w Lu NN O N NOTE: N x O vI cv I ALL ELECTRICAL OUTLETS, SWITCHES, LIGHTING, PLUMBING&OTHER N MECHANICAL WORK&COORDINATION IS NOT INDICATED IN THESE 7 12 712 N @ f 712 DOCUMENTS, CONTRACTOR TO COORDINATE ALL W/HOMEOWNER. NEW MECHANICAL& ELECTRICAL WORK TO FULLY COMPLY W/NYS SL P SLOP N SLOP CODES&REGULATIONS X1 R. X1 R X1 R. X1 R X1 R. X1 .R @2 "O.C. 24' C. @2 "O.C� 24' .C. -7 CODE COMPLIANCE NOTES: 1. THE CLOTHES DRYER EXHAUST SYSTEM IS TO BE INDEPENDENT ^J 9<< OF ALL OTHER EXHAUST SYSTEMS AND IS TO CONVEY THE MOISTURE AND THE PRODUCTS OF COMBUSTION TO THE OUTSIDE _ OF THE BUILDING IN ACCORDANCE WITH M1501 OF THE 2015 INTERNATIONAL RESIDENTIAL CODE. DUCTS THAT EXHAUST CLOTHES DRYER ARE NOT TO PENETRATE FIRE RATED WALLS UNLESS SUCH DUCTS ARE CONSTRUCTED OF GALVANIZED STEEL D E L OR ALUMINUM WITH THICKNESS SPECIFIED IN SECTION R302.5.2 O R E N ZO AND THE FIRE RESISTANCE RATING IS MAINTAINED. RESIDENCE 2. PROVIDE SMOKE DETECTION, HEAT DETECTION AND CARBON 2X10R.R. ,d 2X10R.R. MONOXIDE DETECTION PER PLANS LOCATIONS,AND AS PER CODE @24"0.C. @24"O.C. (POWER SOURCE FOR SMOKE ALARM SYSTEM IS TO COMPLY WITH R314.6). 10:12 3. WALL AND CEILING FINISHES ARE TO HAVE A FLAME-SPREAD ❑ CLASSIFICATION NOT GREATER THAN 200 IN ACCORDANCE WITH SLOPE El CLASSIFICATION AND ASMOKE-DEVELOPED INDEX NOT GREATER THAN 450 LOT 29 FAIRWAY DRIVE IN ACCORDANCE WITH R302.9.2. TESTING AND ALTERNATE TEST METHODS MUST COMPLY WITH R302.9.3 AND R302.9.4 CUTCHOGUE, NY PESPECTIVELY. 4. CERAMIC TILE SURFACES AND INSTALLATION ARE TO COMPLY WITH R702.4. OTHER FINISHES ARE TO COMPLY WITH R702.5 AND DRAWING TITLE: EQUAL EQUAL 21'-112' 12'-8 R702.6. 4 5. REFER TO OTHER SHEETS FOR ADDITIONAL TRADE NOTES. 6. COMBUSTION AIR REQUIREMENTS SHALL COMPLY WITH THE 2015 8" INTERNATIONAL RESIDENTIAL CODE CHAPTER 17. PROVIDE A ROOF LOUVRE WITH A MINIMUM FREE AREA OF NOT LESS THAN 1 SQ.IN. PER 1000 BTU/HR INPUT RATING OF ALL APPLIANCES IN THE CONSTRUCTION PLAN ENCLOSURE BUT NOT LESS THAN 100 SQ.IN.. 7. ALL NAILING SHALL BE IN ACCORDANCE W/TABLE 3.1, 3.4A, 3.5A, 3.6A&3.9A OF THE 2001 EDITION OF WOOD FRAME CONSTRUCTION MANUAL(WFCM).(REFER TO WIND LOAD DESIGN SHEET A8.1 &A8.2) SEAL&SIGNATURE DATE: 03/19/2019 GENERAL CONSTRUCTION NOTES: ^: PROJECT No.: 1901-05P 1. CONTRACTOR TO PROVIDE ALL TEMPORARY BRACING ANDDRAWING BY: CAC SHORING AS REQUIRED TO MAINTAIN EXISTING STRUCTURE FORA' CHK. BY: - CONNECTION OF NEW CONSTRUCTION. DWG No: 2. THE CONTRACTOR IS TO PROVIDE WEATHER TIGHT PROTECTION TO EXISTING RESIDENCE DURING ALL PHASES OF CONSTRUCTION 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DIMENSIONS ��� tea._ A2.1 AND CONDITIONS ON THE JOB AND THE ARCHITECT MUST BE �. ��,:q�-� �.•., NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS SHOWN. 00 OF 00 ELEVATION LEGEND ARCHITECT: BUSCH ASSOCIATES CODE COMPLIANCE NOTES: ARCH I I_ CI_S 1. HOUSE WRAP MATERIAL OR BUILDING FELT AND ITS INSTALLATION ARE TO COMPLY WITH R703.2. ra„ on s,s,r.:IArn;1;hL Iznv sr: F, Nv 179,' 2. FLASHING MATERIALS ARE TO BE CORROSION-RESISTANT AND ARE TO BE INSTALLED IN ACCORDANCE WITH R703.8, R903.2,AND FL I 165 M,. rLAND AVL P,!L.".9c>P:T SPRIPir'S,F L 32701 R905.2.8. 3. WEATHER-RESISTANCE SIDING ATTACHMENT AND MINIMUM THICKNESS ARE TO COMPLY WITH TABLE 703.4. Pk TOP OF RIDGE t "IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE (RECTION OF A LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY WAY ANY ITEM ON THESE DRAWINGS.- - — - IF AN ITEM BEARING THE SEAL OF AN ARCHITECT) ENGINEER IS , THE ALTERING ARCHITECl1 ENGINEER SHALL AFFIX TO ITEM THEIR SEAL AND THE NOTATION 12 /\ 12 /\ 12 /\ HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A OSPECCIFIIC �i \ - - - - - - �i \- �i \ BLIND VALLEY FLASHING RIPTION OF THE ALTERATION ON THE DRAWING THE PLANS AND 8 / 8 / 8 SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS (TYPICAL AT ALL VALLEYS) A RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND DAVID D. BUSCH, ARCHITECT, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY — — ANYONE WITHOUT WRITTEN AUTHORITY OF DAVID D.BUSCH ARCHITECTP C " © BUSCH ASSOCIATES STEPPED BLIND FLASHING AT CONSULTANT: Ell - I It I ROOF/WALL CONNECTIONS 10 I- - - - � 12 / L- - - - � L - - - - / - - - - DAVINCI ARCHITECTRAL / - ASPHALT ROOF SHINGLES. COLOR SELECTED BY OWNER TOP OF PLATE - - - I CONSULTANT: WINDOW HEAD Bl -- A / --- F I E E 4" EXTERIOR WINDOW CASING. COLOR SELECTED -- BY OWNER 4" HARDIE CORNER BOARDS- I - COLOR SELECTED BY OWNER CID DECORATIVE WOOD - - - CONSULTANT: - SHUTTERS-PAINTED - - - - - - SIDING 7.. I SHINGLE SID - T P OF SUBFLOOR - - - - EXPOSURE-COLOR - - - SELECTED BY OWNER I 6x6 P.T. POSTS WITH 1 x I FINISH BOARDS STUCCO FINISH SURFACE- COLOR SELECTED BY OWNER STONE TREADS, BRICK c%)Iv VENEER RISERS ON CLIENT: POURED CONCRETE STOOP � - - - - - - - - - - - - - - - - - - - F — — — — — — — — — — — — — — -7 — F — — STEPPED FOOTING BEYOND I - - � f I (2:1 RATIO MAX) I- -I - -- - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -J ISSUES/REVISIONS Description No. Date ISSUE TO OWNER(PERMIT COORD) 1 03/19/19 ISSUED FOR OWNER'S REVIEW 2 08/22/19 ISSUED FOR INSULATION REVIEW 3 09/25/19 ISSUED FOR BUILDING PERMIT FILING 4 10/10/19 12 12 7� - - - - Q7 - ------------------------ ---- -- i PROJECT: 12 -- - \ _ DELORENZO RESIDENCE - - E \ - LOT 29 FAIRWAY DRIVE 0 � CUTCHOGUE, NY 'IF '7777L=� DRAWING TITLE: CONCRETE STOOP — I I I I I SLAB tN UAREA - - EXTERIOR I FOR UTDOOR � — — — — - - — SHOWER-SEE FLOOR ELEVATIONS — — 7 ( PLAN L _ _I I SEAL -s ruR DATE: 03/19/2019 PROJECT No.: 1901-05P <:' fir•• ��,' ,��. �3 ,n `a' E.+ DRAWING BY: CAC YN CHK. BY: - ,:: G No: e' a 00 OF 00 ELEVATION LEGEND ARCHITECT: BUSCH ASSOCIATES CODE COMPLIANCE NOTES: ARCHITECTS 1. HOUSE WRAP MATERIAL OR BUILDING FELT AND ITS INSTALLATION ARE TO COMPLY WITH R703.2. 2. FLASHING MATERIALS ARE TO BE CORROSION-RESISTANT AND ARErz,1.^I,`�.onrm TO BE INSTALLED IN ACCORDANCE WITH R703.8, R903.2,AND gwrt < •u:'. NIA1iIA'!n AVE.. LTANV)P IG srl<.i,�f;-,,F!.s pj R905.2.8. n, a i;.>>: zz 3. WEATHER-RESISTANCE SIDING ATTACHMENT AND MINIMUM THICKNESS ARE TO COMPLY WITH TABLE 703.4. "IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE TOP OF RIDGE DIRECTION OF A LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY WAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ ALTERED,THE ALTERING ARCHITECII ENGINEER SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, ANDA SPECIFIC - DESCRIPTION OF THE ALTERATION ON THE DRAWING. " THE PLANS AND 12 �� 12 SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS � - - - - g i - BLIND VALLEY FLASHING A RESULT OF CONT RACTUAL NEGOTIATIONS BETWEEN THE OWNER AND DAVID 8 D. BUSCH, ARCHITECT, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE - - - (TYPICAL AT ALL VALLEYS) SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY ANYONE WITHOUT WRITTEN AUTHORITY OF DAVID D.BUSCH ARCHITECT,PC" © BUSCH ASSOCIATES 16111 "' I 0M] ICONSULTANT: N - - - - - I - - STEPPED BLIND FLASHING AT ROOF/WALL CONNECTIONS CONSULTANT: TOP OF PLATE - I -- _ - - I Eli 80 --- [Elul LL-�L CONSULTANT: Li J OP OF SUBFLOOR - (D (- J LL_ - J CLIENT: 16x6 P.T. POSTS WITH BASEMENT WINDOWS I 1x FINISH BOARDS t ti WITH GALVANIZED WINDOW'WELL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - STONE TREADS, BRICK � — � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � — 'VENEER RISERS ON i I I I (POURED CONCRETE I LINE OF FOOTINGS BELOW STOOP GRADE P 71 m I I Huai 11 L Il-_ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -L L - - - - - - - - - - - - - - - - - - - - - - - - - - L � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----� - J - - - - - - - - - - - - - - - - - - - - - - - - - - - - � ISSUES/REVISIONS Description No. Date ISSUE TO OWNER(PERMIT COORD) 1 03/19/19 ISSUED FOR OWNER'S REVIEW 2 08/22/19 ISSUED FOR INSULATION REVIEW 3 09/25/19 ISSUED FOR BUILDING PERMIT FILING 4 10/10/19 12 12 7� Q7 PROJECT: oo – - - - 12 d4 DELORENZO - RESIDENCE - E LOT 29 FAIRWAY DRIVE - - CUTCHOGUE, NY L DRAIWING TITLE: L �J DROP FOUNDATI(I _ — — WALL AND POUR GARAGE SLAB HAUNCH EXTERIOR -- - - - - - - - - - - - - - - - - - OVER _ _ _ _ _ ELEVATIONS - STEPPED FOOTING 7 L �(2:1 RATIO MAX) J � I- - - —I - - I— — — —� SEAL&SIGNATURE DATE: 03/19/2019 L _ J - - " . PROJECT No.: 1901-05P L - - - - - - - - - - - -- - - - - - - - - - - - - -� 'rt-' - ppf..°.:-.,>';,3t:. DRAWING BY: CAC CHK. BY: - .. . DWG No: A4.2 v `` � 00 OF 00 EXTERIOR 30 YEAR'DAVINCI'ARCHITECTURAL ROOF SHINGLES SECTION LEGEND ARCHITECT: BLUESKIN ICE+WATER BARRIER RF 200 - - - -- -- ASO SOLID 2X6 D.F. CONVENTIONAL 3/4" EXTERIOR GRADE PLYWOOD g BUSCH ASSOCIATES LUMBER FRAMED CORNER 2X12 DOUGLAS FUR ROOF RAFTERS @ 24"O.C. CODE COMPLIANCE NOTES: a f "i II C r SIMPSON CORNER HOLD DOWN AS � I 2 1/2"CLOSED CELL INSULATION 1. INSULATION MATERIAL IS TO COMPLY WITH SECTION R302.10.1 AND IS TO HAVE A FLAME-SPREAD INDEX NOT TO EXCEED 25 WITH A s""" Nv �;; "• SHOWN ON DRAWINGS I I 8 3/4" ROXUL UNFACED BATT INSULATION R-45 `j'`' '`'S"'' °i'' ""�i '' ( ) SMOKE-DEVELOPED INDEX NOT TO EXCEED 450. TESTING AND II HARDIE CLAPBOARD SIDING < °\ INSULATION NETTING (APO PRODUCT OR EQUAL) ALTERNATE TEST METHODS MUST COMPLY WITH ASTM E84 TF n`7i n�A, aAvr.;l r,r,fr rl;:s r.Ncs r-I ;roc l 5/8 EXTERIOR GRADE PLYWOOD a TJI FLOOR JOISTS. REFER TO FRAMING I I (7 EXPOSURE) ��, STANDARD OR UL723. ALL EXPOSED INSULATION MATERIALS n-' SHEATHING PLAN FOR SPACING AND SIZE. SOFFIT FRAMING TO BE INSTALLED ON ATTIC FLOORS ARE TO HAVE A MINIMUM CRITICAL I I RIM JOIST HENRY BLUESKIN WARP VP 100 -,� INDEPENDENT OF ROOF RADIANT FLUX OF 0.12 WATT/CM SQUARED PER SECTION R302.1.4. I a I RAFTERS TESTING IS TO BE CARRIED OUT AS PER ASTM E970 STANDARD PER I 5/8"EXTERIOR GRADE PLYWOOD X R302.10.5. EXTERIOR INSULATION FINISH SYSTEM IS TO COMPLY "IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE EXTERIOR SIDING. ER TO R-19 UNFACED BATT INSULATION BETWEEN I° I �� O DIRECTION OF A LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY WAY ANY WITH R703.9. THE MINIMUM REQUIRED BUILDING THERMAL ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ INTERIOR ELEVATIONS FOR TYPES AND F.J. 2"CLOSED CELL INSULATION ENVELOPE(R-VALUE OF WALLS, CEILING, FLOORS, BASEMENT, ENGINEER IS ALTERED,THE ALTERING ARCHITECl1 ENGINEER SHALL AFFIX TO LOCATIONS. _ P.T. SILL PLATE HIS/HER ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY SLABS ON GRADE, WINDOWS, ETC) SHALL BE DETERMINED HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION ON THE DRAWING. " THE PLANS AND 5/8" GYPSUM BOARD DRIP EDGE 6" INSULATED T-STUD ° THROUGH USE OF COMPUTER SOFTWARE DEVELOPED BY THE SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS 1 a a /-24 ALIGN EXTERIOR FACE OF RIM JOIST AND I I FRAMING @ 24 O.C. I U.S.D.O.E., IN COMPLIANCE WITH W1101.2(3). REFER TO THE A RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND DAVID 2" INSULATION I I ° IN 5/8" EXTERIOR GRADE PLYWOOD COMPLIANCE FORM ON THE COVER SHEET. SUBJECTHOF A COPYRIGHT PETITION AND MAYD O�BE REVISED OR REUSED BY _ STUCCO FINISH OVER 3 1/2" ROXUL UNFACED BATT SHEATHING TO EXTEND AND MEET 2. WEATHER-RESISTANCE SIDING ATTACHMENT AND MINIMUM ANYONE WITHOUT WRITTEN AUTHORITY OF DAVID D.BUSCH ARCHITECT,PC" GRADE 2" INSULATION. I I INSULATION (R-27) j ROOF SHEATHING. THICKNESS ARE TO COMPLY WITH TABLE R703.3.2. C a a - �� I ° ( RIM JOIST(CLG.) 3. MOISTURE VAPOR RETARDERS ARE TO BE INSTALLED ON THE BUSCH ASSOCIATES - N 5/8"GYPSUM BOARD I 3+"OF CLOSED CELL WARM-IN-WINTER SIDE OF THE INSULATION IN ALL FRAMED WALLS, CONSULTANT: a + ( I I° I FLOORS AND ROOF/CEILING COMPRISING ELEMENTS OF THE 2" XPF RIGID CLOSED a INSULATION BUILDING THERMAL ENVELOPE IN ACCORDANCE WITH SECTION a l I 6" INSULATED T-STUD a CELL INSULATION. I I DOUBLE TOP PLATE 4. STRUCTURAL MEMBERS ARE NOT TO BE CUT, BORED OR NOTCHED FRAMING @ 24"O.C. LIQUID APPLIED WATERPROOFING I IN EXCESS OF THE LIMITATIONS SPECIFIED IN FIGURE R502.8. CUTS MEMBRANE NOTCHES AND HOLES BORED IN ENGINEERED WOOD PRODUCTS 8" POURED CONCRETE ARE NOT PERMITTED UNLESS THE EFFECTS OF SUCH FOUNDATION WALL PENETRATIONS ARE IN ACCORDANCE WITH R502.8.2.AND AS PER FOUNDATION @ GRADE TYP. EXTERIOR WALL TYP. ROOF AND SOFFIT ENGINEERED WOOD PRODUCTS MANUFACTURER RECOMMENDATIONS. STUD DRILLING AND NOTCHING ARE ALSO CONSULTANT: EXTERIOR CORNER HOLD-DOWN #02 CONSTRUCTION DETAIL #03 CONSTRUCTION DETAIL #04 CONSTRUCTION DETAIL #05 TO COMPLY WITH R602.6. 5. PIPING PENETRATION THROUGH FIRE-RESISTANT RATED WALLS OR SCALE: 1"=l'-O" SCALE: 1"=V-0" SCALE: 1"=l'-O" SCALE: 1"=l'-O" FLOOR ASSEMBLIES ARE TO COMPLY WITH R317.3. 6. HOUSE WRAP MATERIAL OR BUILDING FELT AND ITS INSTALLATION TYPICAL HEADER DETAILS: ARE TO COMPLY WITH R703.2. 7. FLASHING MATERIALS ARE TO BE CORROSION-RESISTANT AND ARE JOIST TYPE AND SIZE MAY VARY.VERIFY CONDITION PER DRAWINGS. TO BE INSTALLED IN ACCORDANCE WITH R703.8, R903.2,AND R905.2.8. 'DROPPED' 'UPSET' 8. ALL LUMBER IN CONTACT W/CONCRETE SHALL BE PRESSURE CONSULTANT: TREATED. 9. REFER TO OTHER SHEETS FOR ADDITIONAL TRADE NOTES. FLOOR JOIST CEILING JOIST I ALL DIMENSIONS NOTED ON SECTIONS ARE FRAMING DIMENSIONS. PROVIDE SQUASH BLOCKS CONTRACTOR TO COORDINATE FOR ALL FINISH MATERIAL OPTIONS. MICROLAM OR CONV. WOOD HDR. MICROLAM OR CONV. WOOD DROPPED HDR. DROPPED CLIENT: 'FLUSH' 'FLUSH' I . I . FLOOR JOIST I . CEILING JOIST PROVIDE SQUASH BLOCKS PROVIDE SQUASH BLOCKS MICROLAM HDR. OR CONY. WOOD MICROLAM HDR. OR CONY.WOOD HDR. FLUSH WITH GALV. JOIST HDR. FLUSH WITH GALV. JOIST ISSUES/REVISIONS HANGERS EACH FLOOR JOIST HANGERS EACH CEILING JOIST Description No. Date ISSUE TO OWNER(PERMIT COORD) 1 03/19/19 T P OF ROOF _ _ _ _ _ _ _ RIDGE BOARD AS NOTED ON ROOF FRAMING PLAN ISSUED FOR OWNER'S REVIEW 2 08/22/19 — — — — — — — — — — TOP OF RIDGE �• ISSUED FOR INSULATION REVIEW 3 09/25/19 2x8 COLLAR TIES @ 24"O.C.WITH ISSUED FOR BUILDING PERMIT FILING 4 10/10/19 (2)2 718" LEDGER LOCK SCREWS AT EACH END • TYPICAL ROOF CONSTRUCTION 30 YEAR'DAVINC['ARCHITECTURAL ROOF SHINGLES BLUESKIN ICE AND WATER BARRIER RF 200 3/4" EXTERIOR GRADE PLYWOOD SHEATHING M 2X12 DOUGLAS FUR ROOF RAFTERS @ 24"O.C. 2-1/2"CLOSED CELL INSULATION 8-3/4" ROXUL BATT INSULATION 00 ATTIC INSULATION NETTING (APO PRODUCT OR EQUAL) TYPICAL CEILING CONSTRUCTION 3/4"T&G PLYWOOD SHEATHING GLUED& 12Z---ADDITIONAL LAYER OF ICE&WATER SCREWED TO CEILING JOISTS AS NOTED ON 7 SHIELD (24"FROM WARM SIDE OF WALL FRAMING PLANS. WITH ONE LAYER 5/8" ALL EAVES RAKES&VALLEYS) GYPSUM BOARD.TAPE SEAMS &THREE 12 COATS SPACKLE N 4 2x6 CONTINUOUS PLATE I I 2x OUTRIGGERS @ 24"O.C. (NAILERS) PROJECT: TOP OF PLATE 3/4"AZE.K TRIM R-19 UNPAGED BATT INSULATION V-51" A5.1 VENTED CEILING 2 BOARDS OVER 2x NAILER. FASTEN WITH 8 1/2"LONG 1/2" BETWEEN 2X10 CLG. JOISTS. -- HEADER AS NOTED ON BOARDS ON CEILING DIA. @ 24"O.C. FRAMING PLANS JOISTS AS NOTED ON TYPICAL INTERIOR WALL CONSTRUCTION FRAMING PLANS ONE LAYER 5/8"GYPSUM WALL BOARD ON 6x6 P.T. POSTS EACH SIDE OF 2x4 WOOD STUDS @ 24"O.C• D E LO R E NZO WITH 1:(FINISH TAPE SEAMS&THREE COATS SPACKLE BOARDS COVERED PATIO BREAKFAST RESIDENCE 60 PLAY ROOM I #04 TYPICAL PORCH CONSTRUCTION A5.1 BLUESTONE FINISH (PITCH AWAY FROM HOUSE) ON TYPICAL FLOOR CONSTRUCTION 1-1/2" MORTAR SETTING BED OVER FINISH FLOOR AS SELECTED BY OWNER ON 4" POURED CONCRETE SLAB ON 4" 3/4"T&G PLYWOOD SHEATHING GLUED& #03 COMPACTED GRAVEL ON COMPACTED FILL 5/8" P.T. PLYWOOD SHEATHING 18" UP SCREWED TO FLOOR JOISTS AS NOTED ON LOT 29 FAIRWAY DRIVE FROM GRADE FRAMING PLANS. A5.1 WATERPROOFING m ��-- TYPICAL FOUNDATION WALL CUTCHOGUE, NY TOP OF SUBF'LOOR M CONSTRUCTION (ABOVE GRADE): -7— — — — — — ( STUCCO FINISH WITH: `� ( d DRAWING TITLE: 4 BRICK VENEER ° ° I - REINFORCING MESH BASE COAT WEEPS @ 24"O.C. 12"POURED CONCRETE PROVIDE MIN. R-19 BLOCKING PER T.J.I. I I - PRIMER FOUNDATION WALL WITH 4"SLAB — INSULATION BETWEEN F.J. MANUF. ( - FINISH COAT 4" BRICK SHELF SHELF 4. 8 DROPPED GIRDERS AS NOTED ON I J LIQUID AIPPLIED GID WATEIRPROOFING MEMBRANE ° ih 8"POURED FOUNDATION PLAN - 8"POURED CONCRETE FOUNDATION WALL BUILDING SECTIONS CONCRETE ° 3 1/2"STEEL LALLY COLUMN ON FOOTING SILL PLATE CONSTRUCTION " FOUNDATION WALL AS NOTED ON FOUNDATION PLAN 2"X8" PRESSURE TREATED SILL PLATE ON 9 ° CONTIUNUOUS COPPER TERMITE SHEILD mob`" &EPDM SILL SEALER w/5/8"0 ANCHOR 8" POURED I BASEMENT 0o BOLTS @3 0 O.C. (NOT MORE THAN 12„ TYPICAL FOUNDATION WALL CONCRETE FOOTING, FROM ANY CORNER) CONSTRUCTION (BELOW GRADES SEAL&SIGNATURE DATE: 03/19/2019 36”BELOW GRADE 2"XPF RIGID INSULATION PROJECT No.: 1901-05P MIN LIQUID APPLIED WATERPROOFING MEMBRANE DRAWING BY: CAC TYPICAL SLAB CONSTRUCTION 8"POURED CONCRETE FOUNDATION WALL 4" POURED CONCRETE SLAB OVER f CHK. BY: - 10 MIL POLY VAPOR BARRIER ON TYPICAL FOOTING CONSTRUCTION WG No: IOIL. (1TON BEARING CAPACITY) 16"x8"POURED CONCRETE FOOTING ON f VIRGIN SOIL.(1 TON BEARING CAPACITY) A5. 1 "1 r ~ ° w/(2)#5 REBAR CONTINUOUS - - --- - -- ---� 00 OF 00 ARCHITECT: PLUMBING RISER LEGEND "'";� BUSCH ASSOCIATES DOOR SCHEDULE WINDOW & DOOR SCHEDULE - -- $ AP -10-11TECTS NO. TYPE SLAB DIMENSION MANUFACTURER/MFG NO. REMARKS NO. FRAME DIMENSIONS MANUFACTURER TYPE/HINGE REMARKS — — NEW VENT PIPING 8 - 1 5'-1 1/2"x 6'-8 3/4" BY CONTRACTOR DECORATIVE 36" FRONT DOOR NY I INTERIOR 4'-0"x 6'-8" BY CONTRACTOR DOUBLE SWING-PASSAGE A WITH TWO 12" SIDELIGHTS ' ® .. F i n;,�;nlalrl.n,a:r�.�F.nL7an�c;n�IE s.s�r��N,-s,F. ;.:ro; NEW SANITARY PIPING "' `"�" 1 rri: � ITL,a 2 INTERIOR 5'-0"x 6'-8" BY CONTRACTOR BIFOLD 8'-1 9/16"W X 4'-8 7/8"H BY CONTRACTOR DOUBLE-HUNG/PICTURE/ PICTURE BAY w/(2)45 DEGREE SINGLE ._ ."� B DOUBLE-HUNG HUNG UNITS N 3 INTERIOR 5'-0"x 6-8" BY CONTRACTOR BIFOLD C 1'-9 7/8"W X T-0 7/8"H BY CONTRACTOR DOUBLE-HUNG ATTIC WINDOW WATER CLOSET "IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY WAY ANY 4 INTERIOR 2'-6"x 6-8" BY CONTRACTOR SINGLE SWING-PRIVACY LOCK D T-5 5/8"W X T-8 7/8"H BY CONTRACTOR DOUBLE-HUNG NEW ITEM ON THESE DRAWINGS, IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ ENGINEER IS ALTERED,THE ALTERING ARCHITEC_R ENGINEER SHALL AFFIX TO HISMER ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY INTERIOR 2'-6"x 6'-8" BY CONTRACTOR SINGLE SWING-PRIVACY LOCK 2'-11 5/8"W X 4'-8 7/8"H BY CONTRACTOR DOUBLE-HUNG EGRESS UNITS FOR BEDROOMS DESCRIPTIHISMER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC SSPECIFICATTIIONSS HEREIN ARE N OF THE R INTENDED FOR THE SUBJECT PROJECT ATION ON THE DRAWING, " THE 4ONLY ANS S 5'-10 5/8"W X 4'-8 7/8"H BY CONTRACTOR DOUBLE-HUNG EGRESS UNITS FOR BEDROOMS A RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND DAVID INTERIOR 6'-0"x 6'-8" BY CONTRACTOR SLIDING NEW D. BUSCH, ARCHITECT, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE EE SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY (2) MULLED UNITS ° ANYONE WITHOUT WRITTEN AUTHORITY OF DAVID D.BUSCH ARCHITECT,PC" 9'-3 3/16"W X 4'-8 7/8"H BY CONTRACTOR DOUBLE-HUNG/PICTURE/ PICTURE BAY w/ 2 45 DEGREE SINGLE 7 INTERIOR 2'-0"x 6'-8" BY CONTRACTOR DOUBLE SWING- PASSAGE ( ) F N BATHTUB © BUSCH ASSOCIATES DOUBLE-HUNG HUNG UNITS INTERIOR 2'-4"x 6'-8" BY CONTRACTOR SINGLE SWING-PRIVACY LOCK 9'-O"W X 6'-8 1/2"H BY CONTRACTOR 8 G SINGLE SLIDE w(2) SIDELIGHTS NEW CONSULTANT: INTERIOR 2'-4"x 6'-8" BY CONTRACTOR SINGLE SWING- PRIVACY LOCK 8'-1 1/4"W X T-4 13/16"H BY CONTRACTOR DOUBLE-HUNG/PICTURE/ MULLED UNITS 9 H KITCHEN SINK DOUBLE-HUNG NEW 10 INTERIOR 2'-6"x 6-8" BY CONTRACTOR SINGLE SWING-PRIVACY LOCK T-1 1/2"W X 6-8 1/2"H BY CONTRACTOR FRENCH HINGED INSWING J 11 INTERIOR 4'-0"x 6'-8" BY CONTRACTOR DOUBLE SWING-PASSAGE K 2'-8 1/2"W X 1'-6 1/2"H BY CONTRACTOR BASEMENT AWNING NEW SHOWER 12 INTERIOR 2'-6"x 6-8" BY CONTRACTOR INSULATED SINGLE SWING- KEYED NOTE: CONSULTANT: co 1. ALL INTERIOR AND EXTERIOR HARDWARE SHALL BE AS PROVIDED BY(MANUFACTURER TRI-STATE WINDOW OR APPROVED EQUAL). CLEAN OUT 13 INTERIOR 2'-6"x 6'-8" BY CONTRACTOR SINGLE SWING-PASSAGE 2. ALL OPERABLE WINDOWS TO HAVE SCREENS. COLOR TO BE SELECTED BY OWNER. ( ) FCO T 3. ALL GLAZING TO BE DOUBLE PANE, INSULATING GLASS, LOW'E'WITH REMOVABLE EXTERIOR GRILLES,AND TEMPERED AS REQUIRED BY NYS CODE SECTION 308 FLOOR SANITARY CLEANOUT 14 INTERIOR 2'-6"x 6'-8" BY CONTRACTOR INSULATED SINGLE SWING- KEYED 4. ALL GLAZING TO HAVE A U-VALUE OF 0.22 AND SHGC OF 0.22 4"VTR 5. ALL WINDOW AND EXTERIOR DOOR ROUGH OPENINGS ARE PER TRI-STATE WINDOW STANDARDS. 15 INTERIOR 2'-8"x 6-8" BY CONTRACTOR INSULATED-SELF CLOSING-'C'LABEL-KEYED 6. G.C.TO VERIFY ALL R.O.'S PRIOR TO FRAMING. L- VENT TO ROOF 16 INTERIOR 2'-6"x 6-8" BY CONTRACTOR SINGLE SWING- PRIVACY LOCK CONSULTANT: 17 INTERIOR 2'-4"x 6-8" BY CONTRACTOR SINGLE SWING- PASSAGE ABBREVIATIONS: 18 INTERIOR 2'-8"x 6-8" BY CONTRACTOR SINGLE SWING-PRIVACY LOCK VTR VENT TO ROOF 19 INTERIOR 2'-4"x 6'-8" BY CONTRACTOR SINGLE SWING- PASSAGE V VENT HW HOT WATER 20 EXTERIOR T-0"x 6-8" BY CONTRACTOR INSULATED SINGLE SWING-KEYED CW COLD WATER CLIENT: HWR HOT WATER RETURN 21 INTERIOR 1'-6"x 6-8" BY CONTRACTOR SINGLE SWING-PASSAGE CO CLEAN OUT CFH CUBIC FOOT PER HOUR HWH HOT WATER HEATER NOTE: MBH 1,000 BTU/HR 1. ALL DOORS TO COMPLY WITH NYS CODE SECTION 308,TO PROVIDE FOR TEMPERED SAFETY SYSTEM GLASS IN REQUIRED LOCATIONS. 2. ALL EXTERIOR GLAZING SHALL BE IMPACT RATED GLASS FOR COASTAL REGION 3. G.C. TP VERIFY ALL R.O.'S PRIOR TO FRAMING GENERAL NOTES: ISSUES/REVISIONS 1.CONTRACTOR TO COORDINATE ALL PIPE AND SANITARY ROUTING WITH ALLOWABLE HOLE LOCATIONS AS RECOMMENDED BY JOIST AND Description No. Date STRUCTURAL LVL MANUFACTURERS. ISSUE TO OWNER(PERMIT COORD) 1 03/19/19 2.CONTRACTOR SHALL UNDER NO CIRCUMSTANCE CUT, DRILL THROUGH OR NOTCH FLANGES OF MANUFACTURED JOIST SYSTEM. ISSUED FOR OWNER'S REVIEW 2 08/22/19 3. REFER TO PLUMBING AND GAS RISER FOR ALL PIPING SIZING. 4, HOSE BIBS, LOCATONS AS SHOWN ON PLAN,TO BE NON-FREEZE TYPE, ISSUED FOR INSULATION REVIEW 3 09/25/19 AS MANUFACTURED BY ZURN PLUMBING PRODUCTS GROUP,OR EQUAL. ISSUED FOR BUILDING PERMIT FILING 4 10/10/19 WINDOW NOTES: ATV"4 I 14 VTR 14"VTR 14"VTR JIL JIL JIL JIL ROOF 1.ALL INTERIOR AN EXTERIOR HARDWARE SHALL BE AS PROVIDED BY MANUFACTURER. 2.ALL OPERABLE WINDOWS TO HAVE SCREENS. COLOR TO BE SELECTED BY OWNER. 41V 41V I I 4"V 3.ALL GLAZING TO BE DOUBLE PANE, INSULATING GLASS, LOW'E'WITH-REMOVABLE EXTERIOR GRILLS. 4.ALL WINDOWS SHALL BE IN COMPLIANCE WITH THE RESIDENTIAL BUILDING CODE OF __ �I �� 2 211 /I` _T V� 2" �� NEW YORK, 2016, SECTION R310, TO NOT IMPEDE EGRESS. , I> r Z� �-- 5.ALL WINDOWS SHALL BE IN COMPLIANCE WITH THE RESIDENTIAL BUILDING CODE OF r �? r F IN 4'D IN F �> "'�> IN 4 D N I� 4 D IN IN �> NEW YORK,2016, SECTION R303, FOR NATURAL LIGHT AND VENTILATION. IN IN I I i IN IN I I IN IN IN I 6.ALL WINDOWS TO COMPLY WITH NYS CODE SECTION 308,TO PROVIDE FOR TEMPERED I I I I I I I I I I 1 GLASS IN REQUIRED LOCATIONS. 1 N I I I I I I N I N I I I I O° N I N 7.ALL WINDOW AND EXTERIOR DOOR ROUGH OPENINGS ARE PER THE MANUFACTURER. DOOR NOTES: I N I I N I N 1y"D DASHER 1 D I N I I 1.ALL DOORS TO COMPLY WITH NYS CODE SECTION 308, TO PROVIDE FOR TEMPERED FUTURE N N Dw I I N FIRST - 2" EXTERIOR �4AFLOOR SAFETY SYSTEM GLASS IN REQUIRED LOCATIONS. J WER 1y"D 3"D 1 y"D 1 y"D 1 y"D 1y"D 2.ALL GLAZING TO BE DOUBLE PANE, LOW'E'. - I�` G►RADE [EH-0�] 3"D 2"D 1 y"D 3"D 1 y"D 1 y"D 3.ALL EXTERIOR DOOR HARDWARE SHALL BE AS PROVIDED BY MANUFACTURER. 1y"D FUTURE r - iv 4"D /Zf4"D POWDER 4"D PROJECT: ROOM F ENERGY COMPLIANCE NOTES: - F ALL WINDOWS AND DOORS SHALL BE IN COMPLIANCE #8 PRE-DRILLED WINDO WITH THE ECCC OF NYS, LATEST EDITION. ALL JAMB HOLE �i BASEMENT WINDOWS AND DOORS SHALL MEET ALLOWABLE X"CDX 3"D 1 y"D INFILTRATION REQUIREMENTS OF SECTION 402.4.2. PLYWOOD PANEL 4"D TYPICAL PRE-DILLED HOLE HOUSE DELORENZO TABLE R301.2.1.2 TRAP co WIND-BORNE DEBRIS PROTECTION FASTENING. SCHEDULE LOCATIONTOAPPROVED PITCH 1/4"PER FOOT FOR WOOD STRUCTURAL PANELS a b c 4"D SANITARY SYSTEM RESIDENCE FASTENER FASTENER SPACING 4 FEET & FEET N.T.S. TYPE PANEL SPAN < 'PANEL SPAN < PANEL SPAN � .4 FEET 9 6 FEET S 8 FEET SCOPE OF WORK: 2 ► " PLUMBING SANITARY RISER DIAGRAM RELOCATE KITCHEN SINK AND DISHWASHER. WOOD 16" 12" qlI PROVIDE NEW PANTRY SINK. SCREWS N.T.S. LOT 29 FAIRWAY DRIVE CUTCHOGUE, NY 2 i" #k8 WOOD 16" 12" f PER WINDOW - DRAWING TITLE: SCREWS FOR SI: 1 INCH 25.4 mm, T FOOT w 304.8 mm, 1 POUND 0.454 k-e, 1 MILE. PER HOUR - .44M/S a. THIS TABLE IS BASED ON A MAXIMUM WIND SPEED (3 SECONDS GUST) OF 130 I"1P14 AND MEAN ROOF HEIGHT OF 33-FEET OR LESS. SCHEDULES b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURALo & PLUMBING RISER PANEL. z c. WHERE SCREINS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL w BE ATTACHED UTILIZING VIBRATION-RESISTENT ANCHORS HAVING D- A MINIMUM SEAL&S GNf1 DATE: 03/19/2019 ULTIMATE WOTHDRAWAL CAPACITY OF 4qO POUNDS. -- '' ,to ,c - ,,�, PROJECT No.: 1901-05P TYPICAL WINDOW PANEL �����'��°��~ �A�C� DRAWING BY: CAC CHK. BY: - f ; << ' DWG No: WIND BORNE DEBRIS PANEL DETAIL h' A7. 1 N.T.S. `�\, i0-24371 =-=Ry 00 OF 00 ARCHITECT: WIND LOAD DESIGN CRITERIA AND CONSTRUCTION NOTES: BUSCH_ASSOCIATES COLUMN HEADER, REFER TO ARCH I I ECI-S 1. ALL WORK SHALL BE IN CONFORMANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE, SECTION R301.2.1.1,AND FIGURE STRUCTURAL PLANS R301.2(4). 2. ALL WIND LOAD DESIGN CRITERIA AND CALCULATIONS ARE PERFORMED IN ACCORDANCE WITH AMERICAN FOREST AND -' 90 PAPER ASSOCIATION (AF&PA)WOOF FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS(WFCM)AND (1) SIMPSON STRONG TIE STRAP CMST14 WITH NYTH. s"n .r�,ihs l: , env sE+ore, NY xvc;, ® I TE I. THE MINIMUM DESIGNLOADS FOR BUILDINGS AND OTHER STRUCTURES(ASCE 7). (8) 10d FASTENED TO COLUMN HEADER FACE FI rn".'T r''' r.v .n,cr;.,"^r'aTE s.,;,N `; Zzr^` 3. IN REFERENCE TO THE ASCE STANDARDS(&WFCM): ° 0 AND (2) 10d FASTENED TO COLUMN HEADER TFL:•: , ;3 a.l . • PER SECTION 6.5.4.WIND SPEED= 120 MPH ° TOP. REFER TO MANUFACTURER FOR • PER SECTION 6.5.5. IMPORTANCE FACTOR I (PER BUILDING CATEGORY II)= 1.00. COMPLETE INSTALLATION REQUIREMENTS • PER SECTION 6.5.6, EXPOSURE CATEGORY IS'B'. 4. MEAN ROOF HEIGHT OF PROJECT IS LESS THAN 33'-0"ABOVE GRADE AND IS IN COMPLIANCE WITH WFCM ENGINEERING "IT ISA VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFA LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY WAY ANY DESIGN LIMITATIONS, SECTION 3.1.3.1 FOR MEAN ROOF HEIGHT ALLOWANCE. PER ASCE 7, FIGURE 6-2, BUILDING HEIGHT AND ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ EXPOSURE ADJUSTMENT FACTOR A= 1.0. A307/SAE1018 1/2"THREADED ROD,AS ENGINEER IS ALTERED,THE ALTERING ARCHITECT\ENGINEER SHALL AFFIX TO 5. ALL NAILING SHALL BE IN ACCORDANCE WITH TABLE 3.1, 3.3A, 3.4 AND 3.7 OF THE 2015 EDITION OF WOOD FRAME SUPPLIED BY CONTRACTOR, PER EACH HIS/HER ITEM THEIR SEAL AND THE NOTATION "ALTERED BY FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, ANDA SPECIFIC COLUMN DESCRIPTION OF THE ALTERATION ON THE DRAWING. " THE PLANS AND CONSTRUCTION MANUEL(WFCM). SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS 6. ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO WFCM, PRESCRIPTIVE DESIGN, CHAPTER 3. A RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND DAVID D. BUSCH, ARCHITECT, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE • ALL FLOOR SYSTEMS SHALL CONFORM TO WFCM SECTIONS 3.1.3.2 &3.3 SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY • ALL WALL SYSTEMS SHALL CONFORM TO WFCM SECTIONS 3.1.3.3 3.4 ANYONE WITHOUT WRITTEN AUTHORITY OF DAVID D.BUSCH ARCHITECT,PC" • ALL ROOF SYS-I"EMS SHALL CONFORM TO WFCM SECTIONS 3.1.3.4 AND 3.5 © BUSCH ASSOCIATES • ALL CONNECTIONS SHALL CONFORM TO WFCM SECTION 3.2 7. ALL ALLOWABLE LOADS FOR FRAMING MEMBERS AND FASTENERS/STRAPPING CONNECTIONS ARE FOR USE WITH DOUGLAS CONSULTANT: FIR LUMBER. 8. THE CONNECTION DETAILS PROVIDED ON THE ARCHITECTS DRAWINGS PROVIDE FOR A CONTINUOUS LOAD PATH CONNECTION AS PER THE LOAD VALVES AND NAILING PATTERNS PROVIDED BY SIMPSON STRONG TIE CONNECTORS. FIBERGLASS STRUCTURAL SPLIT COLUMN RESIDENCE INFORMATION: • PRIMARY ROOF RAFTERS: 24"O.C. CONSULTANT: • STUDS AND JOISTS: 24"O.C. • ROOF SPAN(S): +/-23'(MAIN 1 STORY RESIDENCE) • MEAN ROOF HEIGHT(S): •• WALL HEIGHT: +/-8'-0" (1) SIMPSON STRONG TIE CONNECTOR HD5A e � WITH (2) 3/4" BOLTS. REFER TO ONE STORY: MANUFACTURER FOR COMPLETE (4) 8d COMMON NAILS @ EACH END OF INSTALLATION REQUIREMENTS 1-1/4"x20 GA. STRAP AT EACH RAFTER TWO STORY: - CONSULTANT: DESIGN LOADS/CONNECIONS REQUIREMENT (3)8d COMMON NAILS @ EACH END OF (*ALL IN LBS. PER CONNECTOR, U.O.N.) — SIMPSON STRONG TIE PHD-5 1-1/4"x20 GA. STRAP AT EACH RAFTER SHE:ARWALL HOLD DOWN TO � O (DEAD LOAD ASSUMPTIONS: ROOF/CEILING ASSEMBLY DL= 15 PSF) RESIST OVERTURNING FORCES ROOF ASSEMBLY TO WALL WALL ASSEMBLY TO WALL WALL ASSEMBLY TO FLOOR WALL ASSEMBLY TO AS SPECIFIED IN WFCM, F (1) 3/4" EMBEDDED BOLTS AT EACH COLUMN. PROVIDE WITH (1) 5/8" z Z ASSEMBLY ASSEMBLY ASSEMBLY SILLPLATE/FOUNDATION w (TABLE 3.4) (TABLE 3.4) (TABLE 3.4) (TABLE 3.2) THREADED ROD FASTENED TO g SECOND PHD-5 CONNECTOR M m BELOW TOP PLATE. REFER TO m 2 I MASONRY PIER, FILL SOLID CLIENT: U L S U L S U L S U L S MANUFACTURER FOR w COMPLETE INSTALLATION REQUIREMENTS. SEE 2 STORY 126 65R 126 65R 126 65R OVERTURNING CONNECTIONS ROOF/ATTlCj RESIDENCE DIAGRAM, SHEET 8.2, FOR u 192 SEE NAILING 119 SEE NAILING 46 SEE NAILING * 240R LOCATIONS CALLOUTS CALLOUTS CALLOUTS (1) SIMPSON STRONG TIE CONNECTOR (SHEET A8.2) (SHEET A8.2) E(SHEET A8.2) / H2.5A WITH (5) 8d FASTENED TO RAFTER AND(5) 8d FASTENED TO TOP PLATES. HOLLOW COLUMN UPLIFT CONNECTION U =CONNECTOR UPLIFT LOAD (@16"O.C.) USE SAME CONNECTOR @ GARAGE ISSUES/REVISIONS L =CONNECTOR LATERAL LOAD(@ 16"O.C.) SCALE: N.T.S. S = CONNECTOR SHEAR LOAD (@16"O.C.) Description No. Date R = L/W FOR WIND PERPENDICULAR TO THE RIDGE AND W/L FOR WIND PARALLEL TO THE RIDGE, ISSUE:TO OWNER(PERMIT COORD) 1 03/19/19 WHERE W IS THE BUILDING WIDTH AND L IS THE BUILDING LENGTH. ® (5) 8d COMMON NAILS @EACH END OF = REFER TO ALL DETAILS THIS SHEET ® x 20ga STRAP AT EACH STUD, FOR 1-1/4" ** =PER FOOTNOTE#4, TABLE 3.4,ALLOWABLE REDUCTION TAKEN FOR FULL WALL ABOVE ® ISSUED FOR OWNER'S REVIEW 2 08/22/19 *** = PORCH DESIGNED FOR UPLIFT LOADS ONLY AS LATERAL AND SHEAR LOADS ARE MINIMAL DUE UPLIFT FORCES ONLY ISSUED FOR INSULATION REVIEW 3 09/25/19 AT GARAGE USE(4)8d COMMON NAILS TO OPEN WALL STRUCTURE. ISSUED FOR BUILDING PERMIT FILING 4 10/10/19 (xxx) = UNIT CONNECTION LOAD FOR FRAMING NOT WITHIN 8'-0"OF CORNERS. @ EACH END OF 1T"x20ga STRAP AT EACH STUD, FOR UPLIFT FORCES ONLY 2 3-1/2"x3/8"LAG SCREWS @ EACH STUD (1)SIMPSON STRONG TIE CONNECTOR H5A WITH (3) 8d FASTENED TO RAFTER AND(3) 8d FASTENED TO LEDGER. NOTE: CONNECTIONS TO BE PROVIDED @ CORNER AND AT EACH FRAMING MEMBER. PROVIDE (2) 16d COMMON NAILS :0 (5) 8d COMMON NAILS @ EACH END OF @ 6"O.C. TO FASTEN ENDWALL 1-1/4"x20ga STRAP AT EACH STUD, FOR CORNER STUD TO SIDEWALL UPLIFT FORCES ONLY CORNER STUD HOLD DOWN AT GARAGE USE(4) 8d COMMON NAILS @ ROOF ASSEMBLY ' EACH END OF 1-1/4"x20ga STRAP STUD, FORD T EACH UPLIFT FORCES ONLY PROJECT: SIMPSOM STRONG TIE HDQ-8 (RAFTER TO STUD) SHEARWALL HOLD DOWN TO RESIST (3) 8d COMMON NAILS @ EACH END OF OVERTURNING FORCES. PROVIDE I 1-1/4"x20GA STRAP, FOR UPLIFT ONLY WITH (1) 5/8"THREADED ROD EMBEDDED INTO CONCRETE FOUNDATION 12", MINIMUM. REFER o FIRST FLOOR (4) 1 O COMMON NAILS @ EACH END OF TO MANUFACTURER FOR COMPLETE 1-1/4"x20ga STRAP AT EACH STUD, FOR INSTALLATION REQUIREMENTS. SEE UPLIFT FORCES ONLY. D E LO RE NZO OVERTURNING CONNECTIONS 11'-O"OPENING: (12)10d COMMON NAILS DIAGRAM, SHEET A8.2 FOR \ (2) 10d COMMON NAILS @EACH END OF AT 1 1/2 STORY(3) 10d COMMON NAILS @ @ EACH END OF(2) 1-114"x 20GA STRAPS @ LOCATIONS 1-1/4 x 20ga STRAP AT EACH STUD. EACH END OF 1 1/4"x20ga STRAP AT EACH AT 1 1/2 STORY USE(2) 1 Od COMMON STUD, FOR UPLIFT FORCES ONLY. RESIDENCE EACH SIDE, FOR UPLIFT FORCES ONLY; \ NAILS @ EACH END OF 1-1/4"x 20ga AT GARAGE DOOR: (7)10d COMMON NAILS STRAP AT EACH STUD. @ EACH END OF(1) 1-114"x 20GA STRAP @ PROVIDE SIMPSON STRONG TIE CNW \ EACH SIDE, FOR UPLIFT FORCES ONLY COUPLER NUT. REFER TO MANUFACTURER FOR COMPLETE (PLATE TO STUD) (3) 1 Od COMMON NAILS @ EACH END OF 1-1/4"x INSTALLATION REQUIREMENTS.AT ° LOT 29 FAIRWAY DRIVE 20GA STRAP AT 16"O.C.,FOR UPLIFT FORCES ONLY. GARAGE NOT REQUIRED USE 5/8" CUTCHOGUE AT GARAGE DOOR(2) 10d COMMON NAILS @ EACH ANCHOR BOLT DIRECTLY EMBEDDED , NY END OF 1-1/4"x 20GA STRAP AT 16"O.C., FOR UPLIFT INTO CONCRETE FOUNDATION FORCES ONLY. FOUNDATION (2) 1 Od COMMON NAILS @ EACH END OF 1 DRAWING TITLE: 1/4"x20ga STRAP AT EACH STUD, FOR PROVIDE (2) 16d FROM TOP PLATE TO HEADER UPLIFT FORCES ONLY. @ 16"O.C. TO RESIST LATERAL FORCES, ° 3" SQUARE WASHER AT 1 1/2 STORY USE(2) 1 O COMMON NAILS @ EACH END OF 1-1/4"x20ga STRAP AT EACH STUD, FOR UPLIFT FORCES ONLY TOP PLATE WIND LOAD DESIGN (STUD TO FLOOR) SIMPSON STRONG TIE LTP-4 CONNECTOR @ 36" I SIMPSON STRONG TIE LTP-4 CONNECTOR 2X HEADER, REFER TO PLANS FOR SIZING. O.C. TO RESIST UPLIFT AND LATERAL FORCES. @ 36"O.C. TO RESIST UPLIFT AND LATERAL REFER TO,ADDITIONAL LATERAL AND SHEAR REFER TO MANUFACTURER FOR COMPLETE I FORCES. REFER TO MANUFACTURER FOR NAILING REQUIREMENTS. INSTALLATION REQUIREMENTS I COMPLETE INSTALLATION REQUIREMENTS SEAL&SIGNATURE DATE: 03/19/2019 PROJECT No.: 1901-05P 5/8"ANCHOR BOLTS @ 36"O.C.AND 1'-0" FROM EVERY I (3) JACK STUD W/(2) 16d @ 24"O.C. FOR 11'SPAN REFER TO FOUNDATION AND ANCHOR BOLTWALL OPENING, CORNER AND SILL PLATE END -�' , DRAWING BY: CAC (2)JACK STUD W/(2) 16d @ 24"O.C. FOR 8'SPAN DETAILS THIS SHEET °' �t` =,' CHK. BY: DWG No: STRUCTURAL CONNECTIONS FOR CONTINUOUS HEADER STRAPPING DETAIL (@16-0" GARAGE DOOR) LOAD PATH TO RESIST WIND LOADS (UPLIFT & OVERTURNING) TYPICAL GABLE WALL CONNECTIONS �� ti 4,- A8. 1 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. 000F0 ARCHITECT: ROOFING SHINGLES WINDOW MEMBRANE TYPE EAVE PROTECTION BUSCH ASSOCIATES (48" HIGH MIN.) MINIMALLY EXPANDING 1POLYURETHANE FOAM OR CI-I ITEC f /2"PLYWOOD SHEATHING c/w H CLIPS PRE-ENGINEERED RAISED APPROVED CAULK CAULKING (AROUND WINDOW RSO) r°nlr:s;}=E;. I;n.} HEEL WOOD TRUSS(PREFERRED) � TYPICAL WALL r �,,", ST s. R-40 INSULATION VINYL SIDING ,'® TCt:6;1. G9.09U" 3/4"x 3"WOOD FURRING TYVEK@ HOMEWRAP@ I aE:,MAITIMM AVE.nr Tnnj.-r: WRAP TYVEK® INTO 7/16"OSB SHEATHING VAPOR RETARDER - EXTEND VAPOR BOARD OPENING&TAPE TO 2"x6"WOOD STUDS TYVEK@ HEADERWRAP@ SILL(ESP. @ CORNERS) w/R-19 BATT INSULATION AT TOP PLATE \ VENTILATION USING TYVEK@ FLEXWRAPTM VAPOR RETARDER OVER SHEATHING 1/2"GYPSUM BOARD SPACER i,� _ 'IT IIS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE LAP&TAPE TYVEK@ /� ` DIRECTION OF A LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY WAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ VENTED METAL SOFFIT AT JOINTS(UPPER SHEET � \ ENGINEER IS ALTERED,THE ALTERING ARCHITECT\ENGINEER SHALL AFFIX TO OVER LOWER SHEET HIS/HER ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY ) \ HIS/'HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION ON THE DRAWING. " THE PLANS AND SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS FASTEN TYVEK@ FLEXWRAPTM / A RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND DAVID CORNER USING MECHANICAL \ D. BUSCH, ARCHITECT, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY TYPICAL WALL FASTENER ANYONE WITHOUT WRITTEN AUTHORITY OF DAVID D.BUSCH ARCHITECT,PC" MINIMUM ROOF INSULATION ABOVE EXTERIOR WALL TO VINYL SIDING INSTALL TYVEK@ FLEXWRAPTM ' BUSCH ASSOCIATES EQUAL VALUE OF WALL TYVEK@ HOMEWRAP@ AROUND PERIMETER OF OPENING INSULATION 7/16"OSB SHEATHING 2"x6"WOOD STUDS CONSULTANT: CAULK AIR BARRIER w/R-19 BATT INSULATION (FROM CEILING)1'0 VAPOR RETARDER . ,4�z I TYVEK@) 1/2"GYPSUM BOARD ROOF/ WALL INTERFACE DETAIL A WINDOW SILL DETAIL E RESIDENTIAL WOOD FRAME STRUCTURE w/VINYL SIDING (HEATING CLIMATE) RESIDENTIAL WOOD FRAME STRUCTURE w/VINYL SIDING (HEATING CLIMATE) CONSULTANT: CANTILEVERED FLOOR METAL SOFFIT TYVEK@ HOMEWRAP@ TYPICAL WALL 7/16"OSB SHEATHING TYPICAL WALL VINYL SIDING WOOD JOISTS VINYL SIDINGTYVEK@ HOMEWRAP@ w/R28 BATT INSULATION(MINIMUM) TYVEK@ HOMEWRAP@ 7/16"OSB SHEATHING 5/8"TONGUE&GROOVE 7/16"OSB SHEATHING 2"x6"WOOD STUDS PLYWOOD SUB-FLOOR 2"x6"WOOD STUDS w/R-19 BATT INSULATION CONSULTANT: w/R-19 BATT INSULATION VAPOR RETARDER VAPOR RETARDER 1/2"GYPSUM BOARD 1/2"GYPSUM BOARD LAP 6"&TAPE TYVEK@ LAP&TAPE TYVEK@ FROM OVER VINYL DRIP EDGE WALL OVER TYVEK@ FROM MINIMALLY EXPANDING fl USING TYVEK@ FLEXWRAPTM POLYURETHANE FOAM OR EXPOSED FLOOR. SECURE SIDING STARTER STRIP OVER APPROVED CAULK SECURE TAPED JOINT VINYL SOFFIT JOINT. (AROUND WINDOW RSO) w/VINYL J-TRIM LAP AND TAPE TYVEK@ AT JOINTS WINDOW WITH CLIENT: INSTALL TYVEK@ FLEXWRAPTM (UPPER SHEET OVER LOWER SHEET) INTEGRAL MOUNTING TYPICAL WALL FLANGE OVER MOUNTING FLANGE. LAP TYVEK®&TAPE JOINTS. CANTILEVERED FLOOR DETAIL B WINDOW HEAD DETAIL F RESIDENTIAL WOOD FRAME STRUCTURE w/VINYL SIDING (HEATING CLIMATE) RESIDENTIAL WOOD FRAME STRUCTURE w/VINYL SIDING (HEATING CLIMATE) ISSUES/REVISIONS Description No. Date TYPICAL WALL ISSUE TO OWNER(PERMIT COORD) 1 03/19/19 0 VINYL SIDING ISSUED FOR OWNER'S REVIEW 2 08/22/19 TYVEK@ HOMEWRAP@ ISSUED FOR INSULATION REVIEW 3 09/25/19 7/16"OSB SHEATHING 2"x6"WOOD STUDS ISSUED FOR BUILDING PERMIT FILING 4 10/10/19 w/R-19 BATT INSULATION ® VAPOR RETARDER FLOOR 1/2"GYPSUM BOARD 1/2"GYPSUM BOARD TYPICAL WALL ® Qj JOISTS W OD VINYL SIDING 0 5/8"TONGUE&GROOVE TYVEK@ HOMEWRAP@ PLYWOOD SUB-FLOOR 7/16"OSB SHEATHING 00 / 2"x6"WOOD STUDS " w/R-19 BATT INSULATION VAPOR RETARDER LAP AND TAPE TYVEK® 1/2"GYPSUM BOARD AT JOINTS LAP&TAPE TYVEK®AT JOINTS(UPPER SHEET OVER LOWER SHEET) O� BATT INSULATION �'Io STAPLE VAPOR RETARDER BETWEEN JOISTS& TO U/S OF SUBFLOOR TYPICAL WALL FLOOR/ WALL INTERFACE DETAIL C TYPICAL WALL ISOMETRIC G PROJECT: RESIDENTIAL WOOD FRAME STRUCTURE w/VINYL SIDING (HEATING CLIMATE) RESIDENTIAL WOOD FRAME STRUCTURE w/VINYL SIDING (HEATING CLIMATE) FLOOR TYPICAL WALL TYPICAL WALL WOOD JOISTS VINYL SIDING VINYL SIDING 5/8"TONGUE &GROOVE TYVEKeHOMEWRAP@ TYVEK®HOMEWRAP@) 7/16"OSB SHEATHING 7/16"OSB SHEATHING PLYWOOD SUB-FLOOR 2"x6"WOOD STUDS 2"x6"WOOD STUDS D E L O R E N ZO w/R-19BATT INSULATION w/ BATT INSULATION RESIDENCE VAPORPOR RETARDER VAPORPOR RETARDER 1/2"GYPSUM BOARD 1/2"GYPSUM BOARD PENETRATION SILL GASKET (ex. EXHAUST VENT) CAULK TYVEK@ PROVIDE WOOD TO CONCRETE BLOCKING& ��� CAULKING FOUNDATION WALL MINIMALLY EXPANDING FLANGE POLYURETHANE FOAM (SEALED TO PENETRATION) LOT 29 FAIRWAY DRIVE OR APPROVED CAULK SEAL/TAPE TYVEK@ CUTCHOGUE, NY BATT INSULATION ANCHOR BOLT AROUND PENETRATION TO FLANGE(USE —/ PARGING &DRAINAGE LAYER TYVEK@FLEXWRAP— DRAWING TITLE: CONCRETE FOUNDATION WALL FOR LARGE OPENINGS) STAPLE VAPOR RETARDER 2"x4"WOOD STUDS BETWEEN JOISTS&TO �Pj —O_��777= w/R-13 BATT INSULATION WALL PENETRATION DETAIL H U/S OF SUBFLOOR VAPOR RETARDER RESIDENTIAL WOOD FRAME STRUCTURE w/VINYL SIDING (HEATING CLIMATE) WOOD FRAME STRUCTURE BASE OF WALL_ DETAIL D W/ VINYL SIDING & RESIDENTIAL WOOD FR4ME STRUCTURE wl VINYL SIDING (HEATING CLIMATE) NOTE: HOLD DOWN DIAGRAM *SEAL ALL TYVEK®JOINTS AND PENETRATIONS WITH APPROVED TAPE. (ex. DUPONT CONTRACTOR TAPE). *FASTEN TYVEK@ TO SHEATHING WITH LARGE HEAD NAILS OR USE NAILS WITH LARGE PLASTIC WASHER HEADS.(ex. SEAL&SIGNATURE DATE: 03/19/2019 DUPONT WRAPCAPS) *LOCAL LAWS, ZONING,AND BUILDING CODES VARY AND THEREFORE GOVERNS OVER MATERIAL SELECTION AND y :e ,_� „H PROJECT B : 1901-05P DETAILING SHOWN BELOW. t'i CHK gYG BY: CAC c�� �> DWG No: RESIDENTIAL WOOD FRAME STRUCTURE WITH VINYL SIDING #01 A8.2 SCALE: N.T.S. a_ 0246-0 '�� of 00 OF 00 ARCHITECT: TABLE 3.1 NAILING SCHEDULE TABLE 3.413 TABLE R301.7 TABLE R301.5 (TABLE TAKEN FROM WOOD FRAME CONSTRUCTION MANUAL FOR ONE&TWO FAMILY DWELLINGS (2015 EDITION)) SHEAR WALLS RESISTING UPLIFT AND SHEAR - EXPOSURE B ALLOWABLE DEFLECTION OF STRUCTURAL MEBERS MINIMUM UNIFORMLY DISTRUBUTED LIVE LOADS BUSCH ASSOCIATES (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.4) (TABLE TAKEN FROM 2015 INTERNATIONAL RESIDENTIAL CODE) (IN POUNDS PER SQUARE FOOT) ARCHITECTS JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING (TABLE TAKEN FROM WOOD FRAME CONSTRUCTION MANUAL FOR ONE&TWO FAMILY Dm=LLINGS (TABLE TAKEN FROM 2015 INTERNATIONAL RESIDENTIAL CODE) COMMON NAILS BOX NAILS (2015 EDITION)) ALLOWABLE STRUCTURAL MEMBER USE LIVE LOAD 700-YR.WIND SPEED 3-SECOND GUST MPH 110 115:120 130 140 150 16D 170 180 195 DEFLECTION NY 90 ^:'EYF',V.INsrFtEl, r,Y<HOFE, NY 117')r, ROOF FRAMING ( ) UNINHABITABLE ATTICS WITHOUT STORAGE b 10 p ® TI 6',1. TOP&BOTTOM OF r+ ar,;V!AITl ANL)r,VE.AITMA<?NTf WOOD STRUCTURAL PANEL SHEAR RAFTERS HAVING SLOPES GREATER THAN 3/12 WITH NO UNINHABITABLE ATTICS WITH LIMITED STORAGE b,g 20 - - I TE i.:4',7 r r�.n laz WALL RQUIREMENTS RAFTER TO TOP PLATE(T01= NAILED) 3-8d 3-10d PER RAFTER PANEL NAILING L/180 (SEE TABLE 3.4A) (SEE TABLE 3.4A) REQUIREMENTS MAXIMUM ROOF SPAN(FT)NAIL FINISHED CEILING ATTACHED TO RAFTERS HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30 CEILING JOIST TO TOP PLATE (TOE-NAILED) 3-8d 3-10d PER JOIST SHEATHING SHEAR WALL ROWS OF INTERIOR WALLS AND PARTITIONS H/180 BALCONIES(EXTERIOR)AND DECKS a 40 THICKNESS NAILING NAILS SPACING 'IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE (SEE TABLE 3.4A) 4 L/360 FIRE ESCAPES DIRECTION OF A LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY WAY ANY (IN) FLOORS 40 ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ CEILING JOIST TO PARALLEL RAFTER FACE-NAILED 8-16d 8-40d EACH LAP ( ) d h ENGINEER IS ALTERED,THE ALTERING ARCHITECT\ENGINEER SHALL AFFIX TO (SEE TABLE 3.9A) (SEE TABLE 3.9A) 4 - - - - - - - - - - CEILINGS WITH BRITTLE FINISHES (INCLUDING PLASTER GUARDRAILS AND HANDRAILS 200 HIS/HER ITEM THEIR SEAL AND THE NOTATION 'ALTERED BY' FOLLOWED BY 1 AND STUCCO L/360 HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC 7/16"OSB OR 8d COMMON _ _ _ _ _ _ ) GUARDRAILS IN-FILL COMPONENTS f 50h DESCRIPTION OF THE ALTERATION ON THE DRAWING. " THE PLANS AND CEILING JOIST LAPS OVER PARTITION FACE-NAILED 8-16d 8-40d EACH LAP 15/32" PLYWOOD NAILS @ 4" 3 36 32 24 12 ( ) SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS (SEE TABLE 3.9A) (SEE TABLE 3.9A) PASSENGER VEHICLE GARAGES a a A RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND DAVID WITH SPECIES PANEL EDGE 6 36 32 24 12 - - - - - - CEILINGS WITH FLEXIBLE FINISHES(INCLUDING GYPSUM 50 D. BUSCH, ARCHITECT, PC THESE PLANS AND SPECIFICATIONS WILL BE THE L/240 SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY COLLAR TIE TO RAFTER(FACE-NAILED) 4-1 OdTABLE 4-12dTABLE PER TIE OF PLIES SPACING AND G 5 4 36 36 36 36 36 32 28 20 16 12 BOARD) ROOMS OTHER THAN SLEEPING ROOMS 40 ANYONE WITHOUT WRITTEN AUTHORITY OF DAVID D.BUSCH ARCHITECT,PC• (SEE TABLE 3.6) (SEE TABLE 3.6) HAVING G>_0.49 FIELD SPACING c BLOCKING TO RAFTER(TOE:-NAILED) 2-8d 2-10d EACH END 3 36 36 36 36 36 36 36 36 32 24 ALL OTHER STRUCTURAL MEMBERS U240 SLEEPING ROOMS 30 BUSCH ASSOCIATES O RIM BOARD TO RAFTER(END-NAILED) 2-16d 3-16d EACH END 6 - - - - - - - - - - EXTERIOR WALLS-WIND LOADS' WITH PLASTER OR H/360 STAIRS 40c CONSULTANT: 1 4 36 32 24 12 STUCCO FINISH 7/16"OSB OR 8d COMMON _ _ a,b,c,d,e,f,g,h: WALL FRAMING15/32"PLYWOOD NAILS @ 6" 3 36 36 36 36 28 20 16 12 - - EXTERIOR WALLS-WIND LOADS a WITH OTHER BRITTLE FOR SUBNOTE, REFER TO 2015 INTERNATIONAL RESIDENTIAL CODE, PAGE 49. TOP PLATE TO TOP PLATEFACE-NAILED) 2-16d' 2-16d PER FOOT WITH SPECIES PANEL EDGE 6 36 36 36 36 28 20 16 12 - - FINISHES H/240 ( OF PLIES HAVING SPACING AND 12" TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-16d 5-16d JOINTS-EACH SIDE G>_0.49 FIELD SPACING 2 4 36 36 36 36 36 36 36 32 24 20 EXTERIOR WALLS-WIND LOADS' WITH FLEXIBLE d 3 36 36 36 36 36 36 36 36 36 32 STUD TO STUD(FACE-NAILED) 2-16d 2-16d 24"O.C. FINISHES H/120 SECTION R301.2.2.1 WEIGHTS OF MATERIALS HEADER TO HEADER(FACE-NAILED) 16d 16d 16"o.c.ALONG EDGES 6 _ - _ _ - - - - - - LINTELS SUPPORTING MASONRY VENEER WALLS a L/600 (IN POUNDS PER SQUARE FOOT) CONSULTANT: TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-16d 2-40d PER STUD 15/32"OSB OR 10d COMMON 1 4 36 32 24 12 - - - - - - NOTE: L= SPAN LENGTH, H = SPAN HEIGHT (TABLE TAKEN FROM 2015 INTERNATIONAL RESIDENTIAL CODE) (SEE TABLE 3.5A (SEE TABLE 3.5A) PLYWOOD WITH NAILS @ 6" 3 36 36 36 36 28 20 16 12 - - AVERAGE DEAD LOADS SHALL NOT EXCEED 15PSF FOR COMBINED ROOF BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, 2-16d1.2 2-16d''2 PER FOOT SPECIES OF PANEL EDGE a. FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS ANDCEILING ASSEMBLIES ENDJOIST OR BLOCKING (FACE-NAILED) PLIES HAVING SPACING AND 12" 6 36 36 36 36 28 20 16 12 - - HEREIN, THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 (ON A HORIZONTAL PROJECTION) OR 10PSF FOR G>_0.49 FIELD SPACING TIMES THE COMPONENT AND CLADING (ASD) LOADS OBTAINED FROM FLOOR ASSEMBLIES, EXCEPT AS FURTHER LIMITED BY SECTION R301.2.2. 2 4 36 36 36 36 36 36 36 36 32 24 TABLE R301.2(2). DEAD LOADS FOR WALLS ABOVE GRADE SHALL NOT EXCEED: FLOOR FRAMING 3 36 36 36 36 36 36 36 36 36 36 1. EXTERIOR LIGHT-FRAME WOOD WALLS: 15 PSF b. FOR CANTILEVER MEMBERS, L SHALL BETAKEN AS TWICE THE JOIST TO SILL,TOP PLATE OR GIRDER (TOE-NAILED) 4-8d 4-10d PER JOIST FOOT NOTE: LENGTH OF THE CANTILEVER. 2. EXTERIOR LIGHT FRAME COLD-FORMED STEEL WALLS: 14 PSF CONSULTANT: 3. INTERIOR LIGHT-FRAME WOOD WALLS: 10 PSF BRIDGING TO JOIST(TOE-NAILED) 2-8d 2-10d EACH END 1. SEE AWC/ANSI SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC (SDPWS)FOR PROPER c. FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN ROOFS 4. INTERIOR LIGHT-FRAME COLD-FORMED STEEL WALLS: 5 PSF BLOCKING TO JOIST(TOE-NIAILED) 2-8d 2-10d EACH END DESIGN AND DETAILING OF WOOD STRUCTURAL PANELS USED TO RESIST COMBINED SHEAR OR WALLS OF SUNROOM ADDITIONS OR PATIO COVERS, NOT 5. 8"THICK MASONRY WALLS: 80 PSF AND UPLIFT FROM WIND. SUPPORTING EDGE OF GLASS OR SANDWICH PANELS, THE TOTAL 6. 6"THICK CONCRETE WALLS: 85 PSF BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3-16d 4-16d EACH BLOCK 2. WHERE FRAMING HAS A SPECIFIC GRAVITY OF 0349 OR GREATER,TABULATED MAXIMUM ROOF LOAD DEFLECTION SHALL NOT EXCEED L/60. FOR CONTINUOUS 7. SIP WALLS: 10 PSF LEDGER STRIP TO BEAM (FACE-NAILED) 3-16d 4-16d EACH JOIST SPANS SHALL BE PERMITTED TO BE MULTIPLIED BY 1.08, BUT IN NO CASE SHALL THEY EXCEED A ALUMINUM STRUCTURAL MEMBERS SUPPORTING EDGE OF GLASS, SPAN OF 36FT. THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED U175 FOR EACH EXCEPTIONS: JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8d 3-10d PER JOIST 3. TABULATED VALUE FOR PLYWOOD ASSUME PLYWOOD WITH A SPECIES OF PLIES HAVING A GLASS LITE OR U60 FOR THE ENTIRE LENGTH OF THE MEMBER, BAND JOIST TO JOIST(END.-NAILED) 3-16d 4-16d PER JOIST SPECIFIC GRAVITY OF 0349 OR GREATER. FOR PLYWOOD WITH OTHER SPECIES, MULTIPLY THE WHICHEVER IS MORE STRINGENT. FOR SANDWICH PANELS USED IN a PERMITTED ROOF AND CPROV DEILING EED TDHAOT THE WALL BRACING AMOUN TS SHALL SECTION CLIENT: TABULATED MAXIMUM ROOF SPANS BY 0390. ROOFS OR WALLS OF SUNROOM ADDITIONS OR PATIO COVERS,THE BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-16d' 3-16d PER FOOT 4. WOOD STRUCTURAL PANELS SHALL OVERLAP THE TOP MEMBER OF THE DOUBLE TOP PLATE TOTAL LOAD DEFLECTION SHALL NOT EXCEED U120. R602.10.3 ARE INCREASED IN ACCORDANCE WITH TABLE SHALL B AND BOTTOM PLATE BY 1-1/2"AND A SINGLE ROW OF FASTENERS SHALL BE PLACED 3/4"FROM b. LIGHT-FRAME WALLS WITH STONE OR MASONRY VENEER SHALL BE ROOF SHEATHING THE PANEL EDGE. d. DEFLECTION FOR EXTERIOR WALLS WITH INTERIOR GYPSUM BOARD PERMITTED IN ACCORDANCE WITH THE PROVISIONS OF SECTIONS 5. WOOD STRUCTURAL PANELS SHALL OVERLAP THE TOP MEMBER OF THE DOUBLE TOP PLATE FINISH SHALL BE LIMITED TO AN ALLOWABLE DEFLECTION OF H/180. R702.1 AND R703. WOOD STRUCTURAL PANELS 8d 10d 6" EDGE/6" FIELD AND BOTTOM PLATE BY 1-1/2". ROWS OF FASTENERS SHALL BE 1/2"APART WITH A MINIMUM EDGE c. FIREPLACES AND CHIMNEYS SHALL BE PERMITTED IN ACCORDANCE (SEE TABLE 3.10) DISTANCE OF 1/2". EACH ROW SHALL HAVE NAILS AT THE SPECIFIED SPACING. e. REFER TO SECTION R703.8.2. WITH CHAPTER 10. DIAGONAL BOARD SHEATHIING 1"x6"or 1"x8" 2-8d 2-10d PER SUPPORT ISSUES/REVISIONS 1"x10"or WIDER 3-8d 3-10d PER SUPPORT WIND UPLIFT DESIGN REFERENCE - EXPOSURE B NAILING & STRAPPING AT EXTERIOR WINDOW/ Description No. Date CEILING SHEATHING (TABLE TAKEN FROM WOOD FRAME CONSTRUCTION MANUAL DOOR HEADERS ISSUE TO OWNER(PERMIT COORD) 1 03/19/19 GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7" EDGE/10"FIELD FOR ONE&TWO FAMILY DWELLINGS(2015 EDITION)) (TABLE TAKEN FROM WOOD FRAME CONSTRUCTION MANUAL FOR TYP. PROVIDE RAFTER TO ISSUED FOR OWNER'S REVIEW 2 08/22/19 ONE&TWO FAMILY DWELLINGS (2015 EDITION)) "CRIPPLE"CONNECTION H2A OR ISSUED FOR INSULATION REVIEW 3 09/25/19 WALL SHEATHING -SECTION 3.2.1.7 SILL PLATE TO FOUNDATION EQUAL OR STRAP DETAIL @ LEFTREQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS ISSUED FOR BUILDING PERMIT FILING 4 10/10/19 -TABLE 3.2, 3.2A, 3.26 ( ) WOOD STRUCTURAL PANELS 8d 10d 6" EDGE/6" FIELD -SECTION 3.2.2.3 WALL ASSEMBLY TO FOUNDATION (SEE TABLE 3.10) -TABLE 3.2, 3.4A, 3.46 NAILING SCHEDULE'B' : TYP. PROVIDE RAFTER TO KING -SECTION 3.2.2.2 WALL ASSEMBLY TO WALL ASSEMBLY STRUCTURAL FIBERBOARD PANELS -TABLE 3.4A, 3.46 ROUGH OPENING REQUIREMENTS FOR WINDOW OPENINGS / ATTACHMENT WHEN ALIGNED OR 11 GA. GALV. -SECTION 3.2.4.1 HOLDDOWNS Notation , RAFTERS AND KINGS TO PLATES 17D ROOFING NAIL -TABLE 3. Rough A B C D 1/2 " - 3" EDGE/6" FIELD -SECTION 3.2.6.4.1 HEADER AND/OR GIRDER TO STUD Opening (0.120"x1-1/EA -TABLE 3.7 (HERDER/GIRDER);TABLE 3.8 (WINDOW SILL PLATE) p g TYP. STRAPPING NAILING AS x 7/16" HEAD)D) -SECTION 3.2.2.1 ROOF ASSEMBLY TO WALL ASSEMBLY 2'-0" (1)2x4 1 1 1 PER TABLE 3.413 SHT. N-1 AT 11 GA. GALV. -TABLE 3.4, 3.4A, 3.4134'-0" (1)2x4 2 2 2 C EA. END OF STRAP ROOFING NAIL -SECTION 3.2.6.1 RIDGE CONNECTION REQUIREMENTS/RIDGE STRAPS 25/32" - 3" EDGE/6" FIELD (0.120"x1-3/4"LONG -TABLE 3.6, 3.6A 6'-0" (2)2x4 OR(1)2x6 3 3 3 FOR NUMBER OF JACK STUDS x 3/8"HEAD) 8'-0" REFER TO FLOOR PLANS(2)2x4 OR(1)2x6 3 4 4 A GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7" EDGE!10" FIELD 10'-0" (2)2x6 4 5 5 g HARDBOARD 8d 8d 6" EDGE/12"FIELD 12'-0" (2)2x6 5 6 6 TYP. STRAPPING NAILING AS (SEE TABLE 3.11) Notations PER TABLE 3.46 SHT. N-1 AT EA. : PARTICLEBOARD PANELS 8d 8d (SEE MANUFACTURER) END OF STRAP A. NUMBER OF SILL STUDS ON THE FLAT(DOES NOT APPLY TO D DIAGONAL BOARD SHEATHING DOORS) NOTE: 1"x6"or 1"x8" 2-8d 2-10d PER SUPPORT ROOF SHEATHING-4'PERIMETER: B. NUMBER OF FULL HEIGHT KING STUDS AT EACH SIDE OF ALL STRAPPING TO BE 1-1/4"x 20 8d COMMON NAILS @ 6"O.C.AT PANEL ��tij, HEADER GAUGE STEEL OR'SIMPSON' 1"x10"or WIDER 3-8d 3-10d PER SUPPORT EDGES &6"O.C.AT INTERMEDIATE 4,A <O •- EQUIVALENT CS20 (COILED STRAP) PROJECT: FLOOR SHEATHING SUPPORTS IN THE PANEL FIELD / FRiMF 0t0�, OV FC NAILS THROUGH ADJACENT KING STUD TO END OFI HEADER AT EACH D/ WOOD STRUCTURAL PANELSROOF SHEATHING-INTERIOR ZONE: / TFR(TyA � 8d COMMON NAILS @ 6 O.C.AT PANEL J GD. NUMBER OF 16D NAILS END-NAILED THROUGH ADJACENT 1"OR LESS 8d 10d 6" EDGE/12" FIELD EDGES& 12"O.C.AT INTERMEDIATE JACK STUDS TO END OF SILL(S)AT EACH SIDE(DOES NOT GREATER THAN 1" 10d 16d 6" EDGE/12" FIELD SUPPORTS IN THE PANEL FIELD j APPLY TO DOORS) DIAGONAL BOARD SHEATHING / 1"x6"or 1"x8" 2-8d 2-10d PER SUPPORT WALL SHEATHING-INTERIOR ZONE: NEW ROOF D E LO R E N ZO 1"x10"or WIDER 3-8d 3-10d PER SUPPORT 8d COMMON NAILS @ 6"O.C.AT PANEL EDGES& 12"O.C.AT INTERMEDIATE � RESIDENCE FOOT NOTE: SUPPORTS IN THE PANEL FIELD 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 INCHES ON-CENTER AT THE PANEL EDGE.ALTERNATIVE NAILING SCHEDULES WALL SHEATHING-4'EDGE ZONE: SHALL BE USED WHERE WALL SHEATHING NAILING IS REDUCED. FOR EXAMPLE, IF WALL SHEATHING IS NAILED 3 INCHES ON-CENTER AT THE 8d COMMON NAILS @ 6"O.C.AT PANEL ` PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE EDGES& 12"O.C.AT INTERMEDIATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. SUPPORTS IN THE PANEL FIELD, PER NEW WALL 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE WFCM SBC TABLE 3.10 LOT 29 FAIRWAY DRIVE REDUCED TO 1-16d NAIL PER FOOT. CUTCHOGUE, NY ROOF SHEATHING-GABLE ENDWALL RAKE: �,A DRAWING TITLE: 8d COMMON NAILS @ 4"O.C.AT PANEL EDGES&4"O.C.AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD Tjp %q NAILING INFORMATION NOTE: 1. ALL REQUIREMENTS FOR WALL SHEATHING SHALL BE IN CONFORMANCE WITH WFCM TABLE 3.13A. 2. ALL REQUIREMENTS FOR ROOF SHEATHING SHALL BE IN CONFORMANCE WITH WFCM TABLES 3.12A 3. ALL ROOF AND WALL SHEATHING NAILING SHALL BE IN COMPLIANCE WITH WFCM TABLE 3.10 AND TABLE 3.11 SEAL&SIGNATURE DATE: 03/19/2019 RESPECTIVELY. n 7PROJECT No.: 1901-05P j' ` DRAWING BY: CAC I R1 .T SHEATHING DIAGRAM ' CHK. BY: - • �' {I DWG No: SCALE: N.T.S. f1 A8.3 r _ '_ _i" 00 OF 00 yiMCER TI FI CATIO N -00 A1131 ISGAEC 17055 Product Cer icatlon Body February 19, 2019 Mr. Brian Iverson Tstud 12698 Industrial Blvd NW Elk River, MN 55330 Dear Brian, There are times when there is confusion in the market with respect to the acceptance of code defined research reports (IBC 1703.4.2). This confusion is understandable, because IBC Section 1703 is packed with requirements. To provide insight into this section of the building code, refer to SBCA's commentary on the subject. A research report is commonly referred to as an ICC report,' certification, evaluation report, 'product approval, or code compliance report. The building code requirement is that the reports must be written by an approved source (IBC 202). Accredited Product Certification Bodies are approved sources with the end goal of"certified once-accepted anywhere,"as the attached letter from ANSI attests: All Product Certification Bodies that are accredited by ANSI are required to adhere to the same ANSI assessment requirements in accordance with International Standards and ANSI accreditation requirements.ANSI provides a directory of all Product Certification Bodies that have been accredited under ISO/IEC 17065.Each certification body listed provides services in their areas of expertise as defined by their"Scopes of Accreditation".ANSI's objective is to"promote consistency and demonstrate equivalence of assessments via mutual recognition based on peer review and to reduce multiple audits and remove barriers to trade in working towards the goal of"certified once —accepted everywhere." Why is this important?The overall aim of certifying products, processes or services is to protect a company's intellectual property, as the Federal Trade Commission requires all professionals do, and give confidence to all interested parties that a product, process or service fulfills specified requirements. The value of certification is the degree of confidence and trust that is established by an impartial and competent demonstration of fulfillment of specified requirements by a third-party or a professional engineer(i.e. the same confidence that is provided by sealing construction documents). Accredited Product Certification Bodies most often referenced as providers of"ICC reports"are listed in the ANSI directory as follows: # . Organisation ID 30 DO Engineering,LLC 1131 42 IAPMO Uniform'Evaluation Service 0675 43 ICC Evaluation Service,LLC 1000 76 UL LLC 0198 DrJ's listing is among these accredited organizations, where DrJ's accredited scopes focus on building materials, systems or methods of construction related to the building envelope and structural framework. DrJ's accreditation through ANSI shows that DrJ meets all of the ISO/IEC 17065 requirements, is accredited to perform certification services, and is to be accepted as equivalent to the"ICC reports" provided by other accredited organizations. Thank you for working with DrJ.We look forward to continuing to provide all of our customers with the innovative and professional services they have come to expect. Respectfully Yours: P YO7 Larry Wainright Vice President 608.310.6742 6300 Enterprise Lane 9 Madison Ail 53719 • 608.310.6748 • drjcertificaiton.org #1131 ISOAEC 17065 Product Certification Body ww E. ® CERTIFICATION Approved . Sealed . Code Compliant . Technical Evaluation Report TER 1603-06 Tstud TM Roosevelt Energy, LLC Product: TstudTM Structural Insulated Wall Stud Issue Date: July 21, 2017 Revision Date: October 10, 2019 Subject to Renewal: October 1, 2020 For the most recent version or a sealed copy of this Technical Evaluation Report(TER),visit drjcertification.org. MEMBER Dr-1 Engineering,LLC 1 6300 Enterprise Lane I Madison,W1 53719 I TER 1603-06:TSTUDTM' p COMPANY ADDITIONAL INFORMATION: LISTEES: Roosevelt Energy, LLC 2462647 Ontario, Inc. dba Titan Manufacturing 14048 Terrace Road NE 2641 Hwy 11-71 Ham Lake, MN 55304-6746 Devlin, Ontario POW 1CO mike(d-)tstud.com 807-486-2266 brian .tstud.com www.titanman ufacturing.ca www.tstud.com DIVISION: 06 00 00-WOOD, PLASTICS AND COMPOSITES SECTION: 06 10 00- Rough Carpentry DIVISION: 07 00 00-THERMAL AND MOISTURE PROTECTION SECTION: 07 21 00-Thermal Insulation SECTION: 07 21 13- Foam Board Insulation 1 PRODUCT EVALUATED' 1.1 TstudT"° Structural Insulated Wall Stud 2 APPLICABLE CODES AND STANDARDS2,3 2.1 Codes 2.1.1 IBC-12, 15, 18. International Building Code® 2.1.2 IRC-12, 15, 18:International Residential Code® 2.2 Standards and Referenced Documents 2.2.1 ANSI/AWC NDS: National Design Specification (NDS) for Wood Construction 2.2.2 ASCE/SE/ 7. Minimum Design Loads and Associated Criteria for Buildings and Other Structures 2.2.3 ASTM D198: Standard Test Methods of Static Tests of Lumber in Structural Sizes 2.2.4 ASTM D2559: Standard Specification for Adhesives for Bonded Structural Wood Products for Use Under Exterior Exposure Conditions Building codes require data from valid research reports be obtained from approved sources.An approved agency,which is an approved source,is defined as"an established and recognized agency that is regularly engaged in...furnishing product certification where such agency has been approved..."Being approved,defined as"acceptable to the building official," is accomplished via accreditation using ISO/IEC 17065 evaluation procedures meeting code requirements of independence,adequate equipment,and experienced personnel.DrJ is an ISO/IEC 17065 ANSI-Accredited Product Certification Body—Accreditation#1131. Through ANSI accreditation,DrJ certification can be used to obtain product approval in any country that is an IAF MLA Signatory and covered by an IAF MLA Evaluation per the Purpose of the MLA—"certified once,accepted everywhere."Manufacturers can go to jurisdictions in any IAF MLA Signatory Country and have their products readily approved by authorities having jurisdiction using DrYs ANSI accreditation. For more information on any of these topics or our mission,product evaluation policies,product approval process,and engineering law,see dricertification.om. 2 Unless otherwise noted,all references in this TER are from the 2018 version of the codes and the standards referenced therein(e.g.,ASCE 7,NDS,ASTM).This material,design,or method of construction also complies with the 2000-2015 versions of the referenced codes and the standards referenced therein.As required by code,where this TER is not approved, the building official shall respond in writing stating the reasons this TER was not approved.For any variations instate and local codes,see Section 8. 3 All terms defined in the applicable building codes are italicized. `W� 0 2019 DRJ ENGINEERING,LLC MEMBER PAGE 2 OF 15 TER 1603-06:TSTUDM 2.2.5 ASTM E72: Standard Test Methods of Conducting Strength Tests of Panels for Building Construction 3 PERFORMANCE EVALUATION 3.1 TstudTM was evaluated to determine its,applicability for use as an alternative material where nominal 2x4 and 2x6 solid sawn lumber is specified in accordance with the IBC and IRC including use as wall studs, top and bottom wall plates and headers. 3.2 TstudTM testing and analysis was conducted to determine its compression, flexural strengths and flexural stiffness. 3.3 This TER examines TstudTM for: 3.3.1 Use as an alternative material to that described in IBC Chapter 23, in particular, compliance with requirements for the design and construction of wood-based products as described in Section 2301.2 for allowable stress design. 3.3.2 Compliance with IBC Section 2308 and Section 2304, and IRC Chapter 6 for conventional light-frame construction applications. 3.3.3 Use as an alternative material and method of construction in compliance with IBC Section 104.11 and IRC Section R104.11. 3.3.3.1 When used in an application that exceeds the limits of IRC Section R301 or IBC Section 2308, an engineered design shall be submitted in accordance with IRC Section R301.1.3 and this TER. 3.4 Any code compliance issues not specifically addressed in this section are outside the scope of this TER. 3.5 Any engineering evaluation conducted for this TER was performed on the dates provided in this TER and within DrJ's professional scope of work. 4 PRODUCT DESCRIPTION AND MATERIALS 4.1 The product evaluated in this TER is shown in Figure 1. Iva � :::9 ► . FIGURE 1.TSTUDTM 4.2 TstudTM is made from a minimum of 2x3 No. 2 Spruce Pine Fir(SPF) lumber, wooden dowels and approximately 2'/"of polyisocyan u rate (polyiso) insulation. 4.2.1 Overall size of TstudTM is 2'/Z'x 5'/". 4.2.2 Any lumber species can be used, as long as the design values of the lumber are equal to or greater than No. 2 SPF. K0 SU\ 0 2019 DRJ.ENGINEERING,LLC •••g PAGE 3 OF 15 TER 1603-06:TSTUDTM' 4.2.3 The lumber is placed in a form that leaves a gap of approximately 2'/" between members. Wooden dowels are installed through one member into the other at opposing angles, forming a web-like pattern. Dowels are% spaced evenly at a distance not to exceed 6 'on center and glued in place using an adhesive that conforms to the specifications of ASTM D2559. 4.2.4 Once the lumber has been fastened together, liquid polyiso is poured into the void between members and given time to harden. 4.3 Materials 4.3.1 Lumber.- 4.3.1.1 Grade: No. 2 SPF or 1650f— 1.5E SPF 4.3.1.2 Thickness: 1'/" (38.1 mm) 4.3.1.3 Width: 2'/" (63.5 mm) 4.3.1.4 Length: up to 16' (4.9 m) 4.3.2 Dowels: 4.3.2.1 Grade: No. 2 SPF or 1650f—1.5E SPF 4.3.2.2 Diameter: 11/16"(17.5 mm) 4.3.3 Polyiso: 4.3.3.1 The polyiso is manufactured with a minimum density of 2.2 pounds per cubic foot. 5 APPLICATIONS 5.1 Prescriptive Provisions 5.1.1 TstudTM is an alternative to solid sawn 2x4 lumber in all cases and 2x6 lumber in most cases for wall structural members. 5.1.1.1 For use as a 2x6, design shall be permitted in accordance with accepted engineering procedures, experience and technical judgment. In these cases, referenced design values as specified in Table 2 shall be used in accordance with IRC Section R602 and IBC Section 2308. 5.1.1.2 Polyiso insulation is in accordance with IRC Section R316,specifically Section R316.2, R316.3, and R316.4, and IBC Chapter 26, Section 2603.2, 2603.3, and 2603.4. 5.1.1.3 Cutting, notching and boring. 5.1.1.3.1 Notches in structural members (2x3 or dowels)are not permitted. 5.1.1.3.2 Holes may only be bored in polyiso insulation of TstudTM. Holes shall be spaced a minimum of 24" o.c., shall not exceed 2%" (50.8 mm) in diameter and are not permitted within 24"from either end of the stud. 5.1.2 TstudTM used as structural members of a wall shall be fastened as specified in Table 1. k ©2019 DRJ ENGINEERING,LLC "•g PAGE 4 OF 15 TER 1603-06:TSTUDM „�s.s, Q � TABLE 1.ACCEPTABLE USES OF 2X6 TSTUDTM Application -Number'&Tye,of Fastener. :Fastener Spacing Installation Fasten two(2)toe nails into interior wood 1757 ltngJoists to Plate(toenail)w,; 3(4"x 0.131") - member and one(1)toe nail into exterior wood member (2%x 0.113) 4"o.c. Rim Joist to sill or top`plate Fasten by toe-nailing (2%2 x 0.131) 6"o.c. "f ^` Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule,provide two(2)toe nails on one 3(3Yx 0.135") (1)side of the rafter and toe nails from the Rafteror Roofss to`Pla#e ,�� _ ceiling joist to top plate in accordance with .t a (toe nail) this schedule.The toe nail on the opposite side of the rafter shall not be required. Fasten two(2)toe nails into interior wood 4(4"x 0.131") member and two(2)toe nails into exterior ... wood member Built up Sttidss(face nail) (4"x 0.131") 16"o.c. Fasten two(2)face nails,one(1)into each wood member Abutting Studs at Intersection (4"x 0.131") 12"o.c. Fasten one(1)face nail into exterior-facing Wall Corner.face nail wood member 060162x6 Top,Plates'(face Fasten two(2)face nails,one(1)into each (4"x 0.131") 12"o.c. wood member Double.Top Plates,Minimum Fasten twelve(12)face nails on each side of =24'0ffset of End=Joints,Face 12(4"x 0.131") - end joint(minimum 24"lap splice length each 6 Na11161apped rsa�,"; side of joint) Stud to Plate(toe nail) 4(4"x 0.131") _ Fasten two(2)toe nails into sole plate on each side of the stud(each wood member) Fasten two(2)4"x 0.135"nails into one wood Wu� 3(4"x 0.131") member and one(1)4"x 0.135"nail into other wood member = Plate to Stud(end`nail) - ", . 2(4Y2'x 0.162") Fasten two(2)4%"x 0.162"nails,one(1)into each wood member Top Plates,Laps at-Corners& 2(4"x 0.131 _ Fasten two(2)4"x 0.135"face nails,one into ") Intersections.(face.nail) each wood member SL'1 m25.4 MM For all connections,care must be taken to avoid splitting. " a 5.1.3 TstudTM may be used as a single top plate in accordance with IRC Section R602.3.2 and the following: 5.1.3.1 Fasteners for TstudTM connections shall be distributed in each TstudTM wood member(top plate to stud connections shall be fastened using three(3)4"x 0.131" nails, one(1) into one wood member and two (2) into the other wood member). 0 2019 DRJ ENGINEERING,LLC MEMBER PAGE 5 OF 15 I TER 1603-06:TSTUDT"' ' 601K liGb1 m Fo6/]Q+V`a1bGs1/ 5.1.4 TstudTM may be used as a flat header. 5.1.4.1 Fasten multi-ply TstudTm header members using 4"x 0.131" nails. Drive one nail into each TstudTM wood member at 16"o.c(16"o.c. along each side of the TstudTM) 5.1.5 Use as jack, trimmer and cripple studs is permitted. 5.1.5.1 Install cripple studs between the bottom plate and rough sill using three (3)4"x 0.131" nails, one into one wood member and 2 into the other wood member. 5.1.6 Structural sheathing shall be installed on one side of the wall and minimum %2' (12.7 mm) gypsum wallboard (GWB), or equivalent, on the other side of the wall fastened in accordance with the applicable building code. Sheathing attached to only one side of the wall is not permitted. 5.1.7 Trusses and rafters having a maximum reaction of 3,665 lbs. may be placed anywhere on walls with single TstudTM top plates and a maximum stud spacing of 24 inched on center. 5.1.7.1 For cases where a higher reaction needs to be supported, use of built-up studs fastened in accordance with Table 1 is permitted with a limit of 3,665 lbs. per ply (e.g., 7,330 lbs. per 2-ply, built up stud). In this case, the built-up stud shall be located directly under the applied load. 5.1.7.2 Walls with nominal 2x6 lumber top plates shall be in accordance with IRC Section R602.3.2. 5.2 Engineered Design 5.2.1 The design provisions for wood construction noted in IBC Section 2302.14 and IRC Section R301.1.3 apply to TstudTM for allowable stress design (ASD), unless otherwise noted in this TER. 5.2.2 Material Properties: 5.2.2.1 Reference design values for TstudTA° are specified in Table 2. TABLE 2.TSTUDTm REFERENCE DESIGN VALUES LumberGrade 1650f-1 5E SPF .No.2 SPF Be'ding,"FeS 889 Ib-ft 889 Ib-ft Compression Parallel to Grain,Fc 1,700 psi 1,150 psi ":`Tension Parallel.to Graip,tft" 1,020 psi 450 psi Compression Perpendicular to 425 psi 425 psi Grain,Fc Shear Force,V,;4Y" '" 320 lbs 320 lbs ®ending Stiffness,El 30,500,000 Ib-int 30,300,000 lb-int 6endirig Stiffness for Beam and. 15,000,000 Ib int 14,900,000 Ib-int Column Stability,Elml SI:1.n.=25.4 mm,1 Ib=4.45 N,1 psi=0.00689 MPa 5.2.2.2 Reference design values for TstudTM shall be multiplied by the adjustment factors specified in NDS Section 4.3. 5.2.3 Design for Axial Loads 5.2.3.1 The maximum allowable compression load for TstudTM is specified in Table 3. 5.2.3.2 The maximum allowable compression load is based on perpendicular-to-grain crushing of SPF top and bottom plates. 5.2.3.3 The allowable axial compression for TstudTM can be calculated using the provisions of NDS Section 3.6 and 3.7. 4 2015 IBC Section 2301.2 I\� ■U! ® ©2019 DRJ ENGINEERING,LLC MEMBER PAGE 6 OF 15 TER 1603-06:TSTUDM 5.2.3.4 For computing the column stability factor, the critical bucking design value, FSE, shall be computed using the formula in Equation 1. EQUATION 1. CRITICAL BUCKING DESIGN VALUE nT2 EImin FcE = A(le)' Where A= net cross-section area of TstudTM = 1.5"x(2"x 2.5"—0.6875") =6.47 int TABLE 3.TSTUDTM MAXIMUM ALLOWABLE COMPRESSIVE LOAD(LBS)' TstudT" 'Length No 2;Lumber,. 1650Fb 1.5EUmber 16k" 3665 3665 .16' 3625 3665 Sl:1 in=25.4,mm,1 lb=4.45.N 1. Compression perpendicularto grain of 425 psi(adjusted per NDS Section 3.10.4)is assumed. Adjustment for plates having a Higher or lower compression perpendicular to grain value is`req uired: 5.2.4 Design for Bending 5.2.4.1 The maximum bending moment and shear forces shall not exceed the reference design values for the TstudTM specified in Table 2. 5.2.5 Design for Combined Bending and Axial Compression Loads 5.2.5.1 The TstudTm resists bending using tension and compression stresses in the wood members. 5.2.5.2 The axial compressive stress due to combined bending and axial load can be computed using Equation 2. EQUATION 2.AXIAL COMPRESSIVE STRESS P M fa = —+ A Am-deff Where: P= axial load applied to TstudTM (in lbs) M= bending moment applied to TstudTM (in lbs-in) A,n= net cross-sectional area of member= 1.5"x(2.5"—0.6875") =2.72 inz deft= distance from center-to-center of TstudTM chord members=4.00" 5.2.5.3 The axial stresses in TstudTM member shall be checked in accordance with NDS Section 3.6 and 3.7. 5.2.5.4 The TstudTM shall also be checked in bending only to insure the allowable bending moment in Table 2 is not exceeded. 5.2.5.5 Allowable wind pressures for TstudT"' subject to axial loads are specified in Table 4 and Table 5. 5.2.5.6 TstudTM used as headers in a wall have the allowable loads as specified in Table 6. ©2019 DRJ ENGINEERING,LLC MEMBER f1g PAGE 7 OF 15 I TER 1603-06:TSTUDT"' ' TABLE 4.ALLOWABLE(ASD)COMPONENT&CLADDING WIND PRESSURES(FOR NO.2 LUMBER) � u r,.v "<`R " "a-t u"std•, e. xaa'F p t y s t ;�:. � a. e � as c i� �„ .. s � a r � . � Spacing Helght _ raiz � �; r e�25 .30� 35 a X40, � a 45 r � ..� ,..5,.,,5, •.. , .'�.c...�+ �.. .,,..,r.. md,.., a'. -,t.f. f .k �` s � �.r a�. �s a� ,,a,.: i 'J> 3665 3665 3665 3665 3665 3665 3665 3665 3665 3665 $ (U3401) (U2551) (U2041) (U1701) (U1458) (U1276) (U1134) (U1020) (U928) (U850) 3665 3665 3665 3665 3665 3665 3665 3665 3665 3665 jt (U2356) (U1767) (U1413) (U1178) (U1010) (U883) (U785) (U707) (U642) (U589) 10 3665 3665 3665 3665 3665 3665 3665 3665 3665 3665 (U1698) (U1274) (U1019) (U849) (U728) (U637) (U566) (U509) (U463) (U425) 3665 3665 3665 3665 3265 2815 2370 1920 1475 1030 3 (U967) (U725) (U580) (U483) (U414) (U362) (U322) (U290) (U264) (U242) t14 3075 2465 1850 1235 625 10 3-6 v (U602) (U451) (U361) (U301) (U258) (U226) 16 1440 630 R (U399) (U300) -- -- -- -- 4 8 3665 3665 3665 3665 3665 3665 3665 3665 3665 3665 (U2551) (U1913) (L/1531) (U1276) (U1093) (U957) (U850) (U765) (U696) (0638) � Rear` 3665 3665 3665 3665 3665 3665 3665 3665 3665 3665 x (U1767) (U1325) (U1060) (U883) (U757) (U663) (U589) (U530) (U482) (U442) C 5 �F w 3665 3665 3665 3665 3665 3665 3665 3665 3665 3450 1D (U1274) (U955) (U764) (U637) (U546) (U478) (U425) (U382) (U347) (U318) 1f r n� 3665 3665 3415 2815 2220 1625 1030 430 b " (U725) (U544) (U435) (U362) (U311) (U272) (U242) (U217) r 5 14 2465 1645 825 10 (U451) (U338) (U271) (U226) -- -- — -- -- -- � R a Yu+4 s k �� r 6 630 -- -- -- -- -- (U300) -- -- -- -- & 3665 3665 3665 3665 3665 3665 3665 3665 3665 3665 (U1701) (U1276) (U1020) (U850) (U729) (U638) (U567) (U510) (U464) (U425) { 3665 3665 3665 3665 3665 3665 3665 3665 3665 3550 (U1178) (U883) (U707) (U589) (U505) (U442) (U393) (U353) (U321) (U294) F tP x 24s 10 3665 3665 3665 3665 3665 3450 2835 2220 1605 990 r (U849) (U637) (U509) (U425) (U364) (U318) (0283) (U255) (U232) (U212) { 12 3665 2815 1920 1030 130 -- w eta (U483) (U362) (U290) (U242) (U207) 14 R r 1235 10 (U301) (U226) -- — -- -- -- -- SI 1w'in w 25,4 mm 1 psf_0 0479 kN/mz k� "I PI ©2019 DRJ ENGINEERING,LLC •e1 g PAGE 8 OF 15 TER 1603-06:TSTUDTm 661EC[1465 TABLE 5.ALLOWABLE(ASD)COMPONENT&CLADDING WIND PRESSURES(FOR 165OF-1.5E LUMBER) Wall ',-Wind::Pressure't"' .5� 30 T 3 3665 3665 3665 3665 3665 3665 3665 3665 3665 3665 (U3424) (U2568) (U2054) (U1712) (U1467) (U1284) (U1141) (U1027) (U934) (U856) 3665 3665 3665 3665 3665 3665 3665 3665 3665 3665 (U2371) (U1778) (0423) (U1186) (U1016) (U889) (U790) (U711) (U647) (U593) N' N 6, 3665 3665 3665 3665 3665 3665 3665 3665 3665 3665 (U1710) (U1282) (U1026) (U855) (U733) (U641) (U570) (U513) (U466) (U427) 3665 3665 3665 3665 3665 3275 2825 2380 1930 1485 u 12 W973) (U730) (U584) (U486) (U417) (U365) (U324) (U292) (U265) (U243) 14 3310 2695 2080 1470 855 240 (U606) (U454) (U363) (U303) (U260) (U227) 1570 765 (U402) (U302) 3665 3665 3665 3665 3665 3665 3665 3665 3665 3665 (U2568) (U1926) (U1541) (U1284) (U1101) (U963) (U856) (U770) (U700) (U642) 61�11 3665 3665 3665 3665 3665 3665 3665 3665 3665 3665 (U1778) (U1334) (U1067) (U889) (U762) (U667) (U593) (U534) (U485) (U445) 10 3665 3665 3665 3665 3665 3665 3665 3665 3665 3665 (U1282) (U962) (U769) (U641) (U549) (U481) (U427) (U385) (U350) (U321) 3665 3665 3665 3275 2675 2080 1485 885 290 (U730) (U547) (U438) (U365) (U313) (U274) (U243) (U219)' (U199) 14 2695 1875 1060 240 41,�' (U454) (U341) (U272) (U227) 765 (U302) 8, 3665 3665 3665 3665 3665 3665 3665 3665 3665 3665 (U1712 (U1284) (U1027) (U856) (L/734) (U642) (U571) (U514) (U467) (U428) 3665 3665 3665 3665 3665 3665 3665 3665 3665 3665 (U1186) (U889) (U711) (U593) (U508) (U445) (U395) (U356) (U323) (U296) 3665 3665 3665 3665 3665 3665 3665 3245 2630 2020 U855) (U641) (U513) (U427) (U366) (U321) (U285) (U256) (U233) (U214) 12:- 3665 3275 2380 1485 590 (U486) (U365) (U292) (U243) (U208) 14 1470 240 (U303) (U227) Sl:1 in- 25.4 mm,1 psf=0.0479 kN/M2 a1` a an 0 2019 DRJ ENGINEERING,LLC MEMBER PAGE 9 OF 15 TER 1603-06:TSTUDT*' " TABLE 6.ALLOWABLE LOADS(PLF)FOR TSTUDTM USED AS HEADERS No,of. Span(ft)' Members 3 4, . g 6 7. 8 ; 9 1 304(1-1356) 171 (U267) 97(1-1240) 56(U240) 35(U240) 24(U240) 17(U240) 2 608(0356) 342(U267) 194(1-1240) 113(U240) 71 (U240) 47(U240) 33(U240) 3; 911 (U356) 513(1-1267) 292(1-1240) 169(U240) 106(U240) 71 (U240) 50(U240) 4a, 1215(U356) 684(U267) 389(U240) 225(U240) 142(U240) 95(1-1240) 67(U240) 5 1519(1-1356) 854(U267) 486(U240) 281 (1-1240) 177(U240) 119(1-1240) 83(U240) 6 1823(U356) 1025(U267) 583(U240) 338(1-1240) 213(U240) 142(U240) 100(U240) 2127(U356) 1196(U267) 681 (U240) 394(1-1240) 248(1-1240) 166(U240) 117(U240) SI:1 in=25.4 mm 1. Table values are based on TstudTm of No.'2 SPF lumber 2. . Table values are based on a load duration factor of 10 3. Deflection checks of L660 for live load and L/240 for total load are based on a live load to dead load ratio of'2:1; 5.3 For applications outside of the scope of the applicable code, consult the manufacturer's installation instructions or a registered design professional (RDP). 5.4 Where the application exceeds the limitations set forth herein, design shall be permitted in accordance with accepted engineering procedures, experience, and technical judgment. 6 INSTALLATION 6.1 TstudTM shall be installed in accordance with the applicable code, the approved construction documents, this TER, the manufacturer's installation instructions, NDS and otherwise standard framing practices as applied to solid-sawn lumber. In the event of a conflict between the manufacturer's installation instructions and this TER, the more restrictive shall govern. 6.2 Installation Procedure 6.2.1 TstudTM is pre-assembled and designed to be used as a direct replacement of nominal 2x4 (38 mm x 89 mm) solid sawn lumber, and in most cases, but not all, nominal 2x6 (38 mm x 140 mm) solid sawn lumber, as wall studs, top and bottom plates, and headers. 6.2.1.1 For use as a 2x6, design shall be permitted in accordance with accepted engineering procedures, experience and technical judgment. In these cases, referenced design values as specified in Table 2 shall be used in accordance with IRC Section R602 and IBC Section 2308. 6.2.2 Install TstudTM in the same manner as solid sawn lumber, except as noted herein. 6.2.2.1 For the IRC and IBC Section 2308, install in accordance with the provisions therein, except as noted in this TER. 6.2.2.2 For engineered design, walls shall be designed in accordance with the IBC and the referenced standards therein using the material properties and design limitations as noted in Section 5. 6.2.2.3 Design of connections using TstudTM shall be in accordance with NDS. `® RSI ©2019 DRJ ENGINEERING,LLC •••R PAGE 10 OF 15 TER 1603-06:TSTUDTM' 6.2.3 Anchorage 6.2.3.1 Stand walls and set into correct position. Ensure anchor bolts in foundation penetrate the center of the foam in the TstudTm bottom plate. 6.2.3.2 Place metal plate over anchor bolts and fasten with a washer and nut. Once nut is tightened and the wall has been sufficiently,anchored tight to the sill plate, drive four(4) 2%Z'#12 (0.216 dia.) screws (two[2] in each wood member) into the pre drilled holes in the metal plate. 7 TEST ENGINEERING SUBSTANTIATING DATA 7.1 Compressive Load Testing of TstudTM, by SBC Research Institute under contract with Qualtim, Inc. 7.2 Bending Tests of TstudTM, by SBC Research Institute under contract with Qualtim, Inc. 7.3 Bending Tests of TstudTm Top Plates, by SBC Research Institute under contract with Qualtim, Inc. 7.4 Some information contained herein is the result of testing and/or data analysis by other sources which conform to IBC Section 1703 and relevant professional engineering law. DrJ relies on accurate data from these sources to perform engineering analysis. DrJ has reviewed and found the data provided by other professional sources to be credible. 7.5 Where appropriate, DrXs analysis is based on design values that have been codified into law through codes and standards (e.g., IBC, IRC, NDS®, and SDPWS). This includes review of code provisions and any related test data that aids in comparative analysis or provides support for equivalency to an intended end-use application. Where the accuracy of design values provided herein is reliant upon the published properties of commodity materials (e.g., lumber, steel, and concrete), DrJ relies upon the grade mark; stamp, and/or design values provided by raw material suppliers to be accurate and conforming to the mechanical properties defined in the relevant material standard. 8 FINDINGS 8.1 When used and installed in accordance with this TER and the manufacturer's installation instructions, the product(s) listed in Section 1.1 are approved for the following: 8.1.1 TstudTM insulated wall studs installed as framing members in walls, as described in this TER, are compliant with the codes listed in Section 2 and are approved for use as an alternative to nominal 2x4 (38 mm x 89 mm) solid sawn lumber in all cases and 2x6 (38 mm x 140 mm)solid sawn lumber in most cases for wall structural members. 8.1.2 For use as a 2x6, design shall be permitted in accordance with accepted engineering procedures, experience and technical judgment. In these cases, referenced design values as specified in Table 2 shall be used in accordance with IRC Section R602 and IBC Section 2308. 8.2 IBC Section 104.11 (IRC Section R104.11 and IFC Section 104.9 are similar) states: 104.11 Alternative materials, design and methods of construction and equipment. The provisions of this code are not intended to prevent the installation of any material or to prohibit any design or method of construction not specifically prescribed by this code,provided that any such alternative has been approved.An alternative material,design or method of construction shall be approved where the building official finds that the proposed design is satisfactory and complies with the intent of the provisions of this code,and that the material,method or work offered is,for the purpose intended,not less than the equivalent of that prescribed in this code...Where the alternative material,design or method of construction is not approved,the building official shall respond in writing,stating the reasons the alternative was not approved. 8.3 This product has been evaluated in the context of the codes listed in Section 2 and is compliant with all known state and local building codes.Where there are known variations in state or local codes applicable to this evaluation, they are listed here. 8.3.1 No known variations ©2019 DRJ ENGINEERING,LLC MEMBER PAGE 11 OF 15 TER 1603-06:TSTUDTM' .A, o raaaaaa�w, 9 CONDITIONS OF USE 9.1 TstudTA° complies with, or is a suitable alternative to, sawn lumber as permitted by the codes listed in Section 2, subject to the following conditions: 9.1.1 The maximum wall height for TstudTm is 16' (3.05 m). 9.1.2 Increases for duration of load shall be in accordance with the limitations of the applicable building code for sawn lumber. 9.1.3 Creep factors applicable to sawn lumber may be applied to this product, in accordance with the applicable building code. 9.2 Where required by the building official, also known as the authority having jurisdiction (AHJ) in which the project is to be constructed, this TER and the installation instructions shall be submitted at the time ofep rmit application. 9.3 Any generally accepted engineering calculations needed to show compliance with this TER shall be submitted to the AHJ for review and approval. 9.4 Design loads shall be determined in accordance with the building code adopted by the jurisdiction in which the project is to be constructed and/or by the Building Designer(e.g., owner or registered design professional. 9.5 At a minimum, this product shall be installed per Section 6 of this TER. 9.6 This product is manufactured under a third-party quality control program in accordance with IBC Section 104.4 and 110.4 and IRC Section R104.4 and R109.2. 9.7 The actual design, suitability, and use of this TER, for any particular building, is the responsibility of the owner or the owner's authorized agent. Therefore, the TER shall be reviewed for code compliance by,the building official for acceptance. 9.8 The use of this TER is dependent on the manufacturer's in-plant QC, the ISO/IEC 17020 third-party quality assurance program and procedures, proper installation per the manufacturer's instructions, the building official's inspection, and any other code requirements that may apply to demonstrate and verify compliance with the applicable building code. 10 IDENTIFICATION 10.1 The product(s) listed in Section 1.1 are identified by a label on the board or packaging material bearing the manufacturer's name, product name, TER number, and other information to confirm code compliance. 10.2 Additional technical information can be found at www.tstud.com. 11 REVIEW SCHEDULE 11.1 This TER is subject to periodic review and revision. For the most recent version of this TER, visit drjcertification.org. 11.2 For information on the current status of this TER, contact DrJ Certification. k, 0 2019 DRJ ENGINEERING,LLC MEMBER PAGE 12 OF 15 1 TER 1603-06:TSTUDTM' o nawcv mcmi APPENDIX A TStud Example Calculation: Determine the allowable axial load for an 10'Tstud of No. 2 SPF lumber spaced 24"o.c. and subject to wind speeds of 170 mph. Material Properties of Tstud: The material properties of the Tstud are given in Table 2 of the TER. F,:=1150 psi Ft:=450 psi F,_p,,7=425 psi CfC:=1.15 Cft:=1.5 Size factor for 2x3 lumber. FyS:=889 1bf•ft V1:=320 IV El:=30300000 1bf•in2 El,i,,gn:=14900000 1bf•int Section Properties of Tstud: di:=1.5 in Wide face dimension. d2:=2.5 in Narrow face dimension. deff:=4 in Moment arm between members. A:=dl•(2•d2—0.6875 in)=6.47 int Net section area of Tstud. h:=116.125 in Height of Tstud. Compression Capacity of Tstud under Vertical Load only: CD:=1.0 Fc.d,7.:=F,•Cf,•CD=1323 psi c:=0.8 Constant for sawn lumber. See NDS Section 3.7.1 K:=1.0 Buckling effective length factor for pinned-pinned column. 7rZ El,,,,z,,, FcE:= 2 =1686 Psi Critical buckling design value per TER Section 5.2.3.4. A•(K-h) \\ "Itm" ©2019 DRJ ENGINEERING,LLC M�•g PAGE 13 OF 15 TER 1603-06:TSTUDT"^ .m, 60.'IIC TA65 ' o 2 1+ PCE1+rK.-z' FPC — c stir).=0.768 CP 2•c 2■C C FC:=Fc,t,•Cp=1015 Psi < FB=1686 psi pbckiing°=FC.star•Cp-A=6567 lbf C , d2+0.375 in—1.15 b — d2 Pip-Perp:=FC-Perp•Cb•(2•dl•Q=3666 lb f Bending Capacity of Tstud: CD:=1.6 Aeff:=h• 3=31 ft2 Effective wind area for a single Tstud. Pte:=29.7 psf=29.7 Psf Wind pressures for a basic wind speed, Vult, of 170 mph, mean roof height of 30 ft,and Exposure B per pneg:=-39.0 psf=-39 psf Table R301.2(2)of the 2015 IRC. Spacing,tuds:=24 in W:=(—p71eg)•Spacings=78.0 pl f 2 Mregd-=W8 =10957lbf-in < M1:=FbS•CD=17069lbf-in Check shear load: VTegd:=w2h=377 lbf < Vail:=Vn,•CD=512 lbf OK Combined Axial Load and Component&Cladding Wind Load on Tstud: CD:=1.6 Fc.star:=Fc•Cfe+CD=2116 psi N\ 11\ 0 2019 DRJ ENGINEERING,LLC •��R PAGE 14 OF 15 TER 1603-06:TSTUD .m, 2 1+ PC-- 1+ P P� C _ l`e., — �'c.star — Aar) _0.608 p2. 2•c 2-c c Fel F�.da,,•Cp2=1287 psi Check combined bending and compression on the member: Am:=d1•(d2—0.625 in)=2.81 int 0.75 w•h2A 0.75 factor is applied to the wind load in applied'= 8 =8217 dbf-sin accordance with load combination 6a in Section 2.4.1 of ASCE 7-10. applied =730 Psi fabend'= d d p eff P:=3570 IV Axial Load on the Tstud is selected to result in a CSI of 1.0. f a wm -=P =551.9 psi p. A fc:-fa_bend+fa comp=1282 psi < FcE=1686 psi and < Pc=1287 psi OK CSI:= .fcc =0.997 F ' c Check Deflection Limit for Tstud: 5•(0.7 w)ah4 =0.356 in 384-BI h 327 ' 240 OK 4 Summary of Design Calculations for Tstud: The Tstud has a calculated axial load capacity of 3570 lbs for an 10'tall wall with a 170 mph wind load. The axial load is limited by the compression strength of the Tstud member under combined axial and.wind loading. \\ R1'N ©2019 DRJ ENGINEERING,LLC •e1 g PAGE 15 OF 15 BA Letter of Transmittal DATE:October 31St,2019 TO:Peter DeLorenzo ON 1.96 FROM: Stephanie Rakiec RE: DeLorenzo—COVER SHEET and ICC EVALUATION Lot 29 Fairway Drive Cutchogue, NY 11935 BA Project#: 191701 CC: FILE VIA: Pick-Up(For Submission to Town of Southold) Message Peter, For your use in filing please find the following documents for the proposed new single-story,single family residence,so that the building permit application process may be started for your residence located at Lot 29, Fairway Drive,Cutchogue, NY 11935: • Four(4)signed and sealed drawings dated, 10/10/2019 which include: o General:C0.1 • Additional Documents Being Provided: o (1)T-Stud ICC Certification Letter o (1)T-Stud Technical Evaluation Report If you have any questions or require further documents please feel free to contact David Busch directly at our office 631.969.0900. Thank You, Stephanie Rakiec,AAIA Busch Associates Architects �o UUUU 1 90 West Main St. Bay Shore NY 11706 631.969.0900 465 Maitland Ave. v Altamonte Springs FL 32701 407.979.4482 b uschassociatespc.com 1 177HE TSTUDTM ISN'T COMPLICATED . It's quite easy to replace traditional 2x lumber with the TstudTM. With little to no additional training. Find Your Wall Assembly gri / / 2x6 WR5 2x6SIP's 2x4 2x4 Continunue Panel w! nvoeR6lnew,R,llm ,z siii >' �, t tt insulatian .1 a EXP r hkYdtuoairlidp U.I (117 t"-�/'+ �j U.I.% Sida.,y U.S7 U.al t. '//:.. 0.K1 a.fi1 Shcvhina U.S3 '53 111, ,; USS U.S.. !ad scud 3.7, 6 `^%J` 6.8 /�!" 6.8 1'v3(artinoaUa 0.f 01k i"4 y%' / 3.0 / c1 U., PoR• 1 n. .� 1 1 d.e a« tz-tww'.dl OX a.a%/" It, 0.33 fmailn av film Q. U.6'. u6S/ O.0 TUbI 6.41 9:V 32.fi 22.62114 14.1.1 Y.SJ 14s:enluf framinp mecNere ma wall 24% m= ?»' 21ti Arerapc R%W-ff nmi;arca ii 12V-11 I:SJ 12 3.6.1 301,1 Y9 22 Tlv'oupL the tnaWurion jq l //�:14' /.. b tamrlo,Ytsl1 n.1. SCl'•il'3asami'miNgUhmilnnipnmnu6uuswn .5 I, I/ of 0UUS11 1,55 '53 IY ,OS, 2ei01 U(3 00 ILU O.Oi ;u�� ilA 5,11 11. Ulz ` lr2NID 1 OAS O.J3 ,:a':�� 0.3< Ops 1-m�rau 6h.. U.G.' 0.&1 0.65 06S 'fUbl 13.(( 71.6 21.({ 2,1,6! 26.6 3'.!•775 _>J.11 1'ereenl of earity inwlulivo in a wall %GS: 7fM1 Acrr.Ipu It VA-fcarin'i-duiun inn 12k117wa11 IIIA 1(+A( IS191 19.57 !'+3` !0.1( .31.65 IS.S '1-1 R value of Ac wall nol r*verage 11-Value 13.44 18.75 21.82 23.50 24.02 23.75 35.27 20.61 in:RWulp wyWowurGars Aver U-Value 0.11744 0.0533 0.0458 0.0426 0.0384 0.0121 0.0283 0.0485 2xA 2x6 �" / 2x4 WIC, 2x6 SIIa's Continuous Panel uo' insulation 'o F.XP Increase in ovelull R Valuc om a 2z61va11 and 1119 fiberglass 116% 12511/0 139% 1271 188% 110% ENVIRONMENTALLY FRIENDLY 4 i} `4 47 0 " lltlhL'I'MIsR IVINGI-NVlRCJQ 1}Nf ELECTRIC el ENERGY : 1 . SAVINGS "` MINIMIZES AIR SUSTAI:NABLEI INFILTRATION BUILDING .._ �7� ;<£ REDUCES I ENERGY __. QNSUMPTION 4 ?REDUCES CARBON FOOTPRINT *Roof and Floor Tstud' are in the Research chi Development phase. Reference'.Design Values forfstud(tm)51/2"depth Tstud' Tstud, 2x6 SPF 2x4 SPF Lumber Grade 16SDf—ME SPF No.2,SPF Stud Stud Bending,F, 889 lb-ft 889 lb-ft 425 Ib-ft 189 lb-ft Compression Parallel to Grain,F, 1,700 psi 1,150 psi 725 psi 725 psi Tension Parallel to Grain,F, 1,020 psi 450 psi 350 psi 350 psi Compression Perpendicular to Grain,Fr;. 425 psi 425 psi 425 psi 42S psi T Bending Stiffness,EI 30,500,00016-int 30,300,000 lb-int 24,956,250 lb•in2 6,431,250 lb-int Bending Stiffnessfor Beam and Column Stability,Elm;,, 15,000,000 lb-int 14,900,000 lb-int 9,150,625 Ib-in2 2,358,125 Ib-ln2 ForSl:ipsi=0.06689Mpa;llbs=4.45N,1"=25Amm - ' THE TSTUDTMIS CHANGING TECHNOLOGY. The TstudTM is a new engineered building product that uses two lumber members, an internal truss system, and a frothed-in-place closed-cell foam providing a 99% complete thermal break through the wall assembly. With just ONE product, the TstudTM raises the bar on 5 major construction concerns: thermal breaks, structural strength, wind loads, sound transmission and fire/life safety. TSTUDTM SOLVES THE NUMBER ONE NEMESIS OF THE CONSTRUCTION INDUSTRY: HOW TO "COST EFFECTIVELY" STOP THE TRANSFER OF OUTDOOR CLIMATIC HEAT OR COLD FROM AFFECTING THE INTERIOR OF A STRUCTURES ' AMBIENT ROOM. TEMPERATURE . Working with certified testing authorities, energy modelers and early customers, TstudTM has developed products with outstanding thermal efficiencies. TstudTM Normal 2x Stud f Thermal Thermal ..✓a ) 13rc k Bridge sustainable , greener-, stronger ! Testing & reports US - TER FINAL OF TSTUDTM CANADA - TER LIMIT STATES DESIGN 33, TSTUD RVALUE R20 LETTER TER CERTIFICATION LETTER OF TSTUDTM DRJ' ANSI CERTIFICATION LETTER UL TESTING OF TSTUDTM T ASTM AXIAL COMPRESSION TEST 8. STC CLOSED CELL TEST 9.. . STC 2X6 WALL STUD TEST to, HONEYWELL SOLSTICE TECHNICAL BROCHURE 11) - TSTUD SANDWICH, HEADER. CONNECTION I at—BASF AUTOFROTH CLOSED CELL FOAM SYSTEM TDS X1131 ICERTIFICATION TM ISO/IEC 17065 Product Certification Body TER No. 1603-06 Tstud— Issue Date:July 21,2017 Updated: May 8, 2019,2019 Roosevelt Energy, LLC Subject to Renewal: October 1,2019 14048 Terrace Road NE Ham Lake, MN 55304-6746 mike(o)tstud.com brian(ciltstud.com www.tstud.com Additional Listee(s): 2462647 Ontario, Inc. dba Titan Manufacturing 2641 Hwy 11-71 Devlin, Ontario POW 1C0 807-486-2266 www titanmanufacturing.ca DIVISION: 06 00 00—WOOD, PLASTICS, AND COMPOSITES Section: 06 10 00—Rough Carpentry DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION Section: 07 21 00—Building Insulation Section: 07 21 13—Foam Board Insulation 1. Product Evaluated: 1.1. TstudTM Structural Insulated Wall Stud 1.2. For the most recent version of this Technical Evaluation Report(TER), visit drice rtification.org. For more detailed state professional engineering and code compliance legal requirements and references, visit dricertification.org/statelaw. DrJ is fully compliant with all state professional engineering and code compliance laws. Dd is a Professional Source R 10 v • DrJ is an ISO/IEC 17065 accredited product certification body through ANSI Accreditation Services. • Dd provides certified evaluations that are signed and sealed by a P.E. DrJ's work is backed up by professional liability insurance. Dd is fully compliant with IBC Section 1703. Copyright©2019 6300 Enterprise Lane 9 Madison WI 53719 9 608.310.6748 9 drjengineering.org Technical Evaluation Report(TER) 1.3. This TER can be used to obtain product approval in any country that is an IAF MLA Signatory(all countries found here)and covered by an IAF MLA Evaluation per the Purpose of the MLA(as an example, see letter to ANSI from the Standards Council of Canada). Manufacturers can go to jurisdictions in the U.S., Canada and other IAF MLA Signatory Countries and have their products readily approved by authorities having jurisdiction using DrYs ANSI accreditation. 1.4. Building code regulations require that evaluation reports are provided by an approved agency meeting specific requirements, such as those found in IBC Section 1703.Any agency accredited in accordance with ANSI ISO/IEC 17065 meets this requirement within ANSI's scope of accreditation. For a list of accredited agencies, visit ANSI's website. For more information, see dricertification.org. 1.5. Requiring an evaluation report from a specific private company(i.e. ICC-ES, IAPMO, CCMC, DrJ, etc.) can be viewed as discriminatory and is a violation of international,federal, state, provincial and local anti-trust and free trade regulations. 1.6. DrYs code compliance work: 1.6.1. Conforms to code language adopted into law by individual states and any relevant consensus based standard such as an ANSI or ASTM standard. 1.6.2. Complies with accepted engineering practice, all professional engineering laws and by providing an engineer's seal DrJ take professional responsibility for its specified scope of work. 2. Applicable Codes and Standards:' 2.1. 2012, 2015 and 2018 International Building Code(IBC) 2.2. 2012, 2015 and 2018 International Residential Code(IRC) 2.3. ASCE/SEI 7—Minimum Design Loads for Buildings and Other Structures 2.4. ASTM D198—Standard Test Methods of Static Tests of Lumber in Structural Sizes 2.5. ASTM D2559—Specification for Adhesives for Bonded Structural Wood Products for Use Under Exterior Exposure Conditions 2.6. ASTM E72—Standard Test Methods of Conducting Strength Tests of Panels for Building Construction 2.7. NDS—National Design Specification for Wood Construction 3. Performance Evaluation: 3.1. TstudTm was evaluated to determine its applicability for use as an alternative material where nominal 2x4 and 2x6 solid sawn lumber is specified in accordance with the IBC and IRC including use as wall studs, top and bottom wall plates and headers. 3.2. TstudTM testing and analysis was conducted to determine its compression,flexural strengths and flexural stiffness. 3.3. This TER examines TstudTM for: 3.3.1. Use as an alternative material to that described in IBC Chapter 23, in particular, compliance with requirements for the design and construction of wood-based products as described in Section 2301.2 for allowable stress design. 3.3.2. Compliance with IBC Section 2308 and Section 2304, and IRC Chapter 6 for conventional light-frame construction applications. 3.3.3. Use as an alternative material and method of construction in compliance with IBC Section 104.11 and IRC Section R104.11. 3.3.3.1. When used in an application that exceeds the limits of IRC Section R301 or IBC Section 2308, an engineered design shall be submitted in accordance with IRC Section R301.1.3 and this TER. 3.4. Any code compliance issues not specifically addressed in this section are outside the scope of this TER. Unless otherwise noted,all references in this code compliant technical evaluation report(TER)are from the 2018 version of the codes and the standards referenced therein,including, but not limited to,ASCE 7,SDPWS and WFCM.This product also complies with the 2000-2015 versions of the IBC and IRC and the standards referenced therein.As required by law, where this TER is not approved,the building official shall respond in writing,stating the reasons this TER was not approved.For variations in state and local codes,if any see Section 8. Page 2of15 TER No. 1603-06 Tstud' Copyright©2019 Technical Evaluation Report(TER) 4. Product Description and Materials: Nil Re a �401010,10, :. v 290 118 Figure 1:TstudTI 4.1. TstudTM is made from a minimum of 2x3 No. 2 Spruce Pine Fir(SPF) lumber, wooden dowels and approximately 2'/2' of polyisocyan u rate (polyiso) insulation. 4.1.1. Overall size of TstudTM is 2'/i'x 5'/z'. 4.1.2. Any lumber species can be used, as long as the design values of the lumber are equal to or greater than No.2 SPF. 4.1.3. The lumber is placed in a form that leaves a gap of approximately 2'/z' between members.Wooden dowels are installed through one member into the other at opposing angles,forming a web-like pattern. Dowels are spaced evenly at a distance not to exceed 6'/2' on center and glued in place using an adhesive that conforms to the specifications of ASTM D2559. 4.1.4. Once the lumber has been fastened together, liquid polyiso is poured into the void between members and given time to harden. 4.2. Materials 4.2.1. Lumber 4.2.1.1. Grade: No. 2 SPF or 1650f—1.5E SPF 4.2.1.2. Thickness: 1'/2" (38.1 mm) 4.2.1.3. Width: 2'/z' (63.5 mm) 4.2.1.4. Length: up to 16' (4.9 m) 4.2.2. Dowels 4.2.2.1. Grade: No.2 SPF or 1650f—1.5E SPF 4.2.2.2. Diameter: 11/16" (17.5 mm) 4.2.3. Polyiso 4.2.3.1. The polyiso is manufactured with a minimum density of 2.2 pounds per cubic foot. 5. Applications: 5.1. Prescriptive Provisions 5.1.1. TstudTM is an alternative to solid sawn 2x4 lumber in all cases and 2x6 lumber in most cases for wall structural members. 5.1.1.1. For use as a 2x6, design shall be permitted in accordance with accepted engineering procedures, experience and technical judgment. In these cases, referenced design values as specified in Table 2 shall be used in accordance with IRC Section R602 and IBC Section 2308. Page 3 of 15 TER No. 1603-06 Tstud" Copyright©2019 Technical Evaluation Report(TER) 5.1.2. Polyiso insulation is in accordance with IRC Section R316, specifically Section R316.2, R316.3, and R316.4, and IBC Chapter 26, Section 2603.2, 2603.3, and 2603.4. 5.1.3. Cutting, notching and boring 5.1.3.1. Notches in structural members (2x3 or dowels) are not permitted. 5.1.3.2. Holes may only be bored in polyiso insulation of TstudTP°. Holes shall be spaced a minimum of 24" o.c., shall not exceed 2'/z' (50.8 mm) in diameter and are not permitted within 24"from either end of the stud. 5.1.4. TstudTM used as structural members of a wall shall be fastened as specified in Table 1. Table 1:Acceptable Uses of 2x6 TstudTm An Number lig Type of Fastener.Spacing , Installation ,Fastener Fasten two(2)toe nails into interior wood member and one(1) Ceiling Joists t0,0i at�'(toe rSail) 3(4"x 0.131") — toe nail into exterior wood member (2'/z x 0.113) 4"o.c. Fasten by toe nailing Rtm Joist *ill or,or top plate (2'/=x 0.131) 6 o.c. Rafter er Roof Truss.to Plate, 3(31/2"x 0.135") _ Fasten two(2)toe nails into interior wood member and two(2) (toe nail) 4(4"x 0.131") toe nails into exterior wood member' .'l3uilt-up,`Studs(face nail) o (4"x 0.131") 16"O.C. Fasten two(2)face nails,one(1)into each wood member Abutting Studs at Intersecting (4"x 0.131") 12"o.c. Fasten one(1)face nail into exterior-facing wood member Wall Corners(face nail) Touble2z6 Top Plates(face, (4"x 0.131") 12"o.c. Fasten two(2)face nails,one(1)into each wood member nail) Double Tap Plates,Mtntmum 24"Offset 12(4"x 0.131") _ Fasten twelve(12)face nails on each side of end joint oof,End J�oints,'Faee�Nail'n (minimum 24"lap splice length each side of joint) LappedA rea;,, StIud10 Plate` _ Fasten two(2)toe nails into sole plate on each side of the stud (toe°nail) 4(4 x 0.131") (each wood member) 7. Fasten two(2)4"x 0.135"nails into one wood member and 3(4"x 0.131") one(1)4"x 0.135" nail into other wood member Plate to Stud(end nail)' Fasten two(2)41/2'x 0.162"nails,one(1)into each wood 2(4%"x 0.162") member eTbp Plates,Laps`at C.or'ners& 2(4"x 0.131") _ Fasten two(2)4"x 0.13 "emberface ails,one into each wood ;intersections(face nail)- , For SI:V=25.4 mm 1.Where a rafter is,fastened to an adjacent parallel ceiling joist in accordance with this schedule provide two(2)toe nails on one(1)side of the rafter and toenails from the ceiling joist'. to top plate in accordance with this schedule.The toe nail on the opposite side of the rafter shall not be required. 2.for all connections,care must be taken to avoid splitting. 5.1.5. TstudTm may be used as a single top plate in accordance with IRC Section R602.3.2 and the following: 5.1.5.1. Fasteners for TstudTM connections shall be distributed in each TstudTM wood member. (top plate to stud connections shall be fastened using three (3)4"x 0.131" nails, one(1) into one wood member and two (2)into the other wood member). 5.1.6. TstudTm may be used as a flat header. 5.1.6.1. Fasten multi-ply TstudTm header members using 4"x 0.131" nails. Drive one nail into each TstudTM wood member at 16"o.c (16"o.c.along each side of the TstudTM TER No. 1603-06 Page 4 of 15 Tstud' Copyright©2019 Technical Evaluation Report(TER) 5.1.7. Use as jack,trimmer and cripple studs is permitted. 5.1.7.1. Install cripple studs between the bottom plate and rough sill using three (3)4"x 0.131" nails, one into one wood member and 2 into the other wood member. 5.1.8. Structural sheathing shall be installed on one side of the wall and minimum 1/2" (12.7 mm)gypsum wallboard (GWB), or equivalent, on the other side of the wall fastened in accordance with the applicable building code. Sheathing attached to only one side of the wall is not permitted. 5.1.9. Trusses and rafters having a maximum reaction of 3,665 lbs. may be placed anywhere on walls with single TstudTM top plates. 5.1.9.1. For cases where a higher reaction needs to be supported, use of built-up studs fastened in accordance with Table 1 is permitted with a limit of 3,665 lbs. per ply(e.g., 7,330 lbs. per 2-ply, built-up stud). In this case,the built-up stud shall be located directly under the applied load. 5.1.9.2. Walls with nominal 2x6 lumber top plates shall be in accordance with IRC Section R602.3.2. 5.2. Engineered Design 5.2.1. The design provisions for wood construction noted in IBC Section 2301.2 and IRC Section R301.1.3 apply to TstudTM for allowable stress design (ASD), unless otherwise noted in this TER. 5.2.2. Material Properties 5.2.2.1. Reference design values for TstudTm are specified in Table 2. Table 2:TstudTm Reference Design Values Lumber Grade 1850f'-9.5E_SPF No.2 SPF Bending,FbS 889 lb-ft 889 Ib-ft Compression Parallel to Grain,Fc 1,700 psi 1,150 psi Tension Parallel to Grain,Ft 1,020 psi 450 psi Compression Perpendicular to Grain,Fc1 425 psi 425 psi Shear Force,V 320 lbs 320 lbs Bending Stiffness,EI 30,500,000 Ib-int 30,300,000 Ib-inz Bending Stiffness for Beam and Column Stability,Elmin 15,000,000 Ib-inz 14,900,000 Ib-inz For SI:1 psi=0.00669 Mpp,l abs=4.45 N,1"=25.4 mm 5.2.2.2. Reference design values for TstudTM shall be multiplied by the adjustment factors specified in NDS Section 4.3. 5.2.3. Design for Axial Loads 5.2.3.1. The maximum allowable compression load for TstudTM is specified in Table 3. 5.2.3.2. The maximum allowable compression load is based on perpendicular-to-grain crushing of SPF top and bottom plates. 5.2.3.3. The allowable axial compression for TstudTM can be calculated using the provisions of NDS Section 3.6 and 3.7. 5.2.3.4. For computing the column stability factor, the critical bucking design value, FcE, shall be computed using the formula: z 7[ Elmin FSE = A($e)Z Where:A= net cross-sectional area of TstudTM = 1.5"x(2 x 2.5"—0.6875") =6.47 in.2 i TER No. 1603-06 Page 5 of 15 Tstud'' Copyright©2019 Technical Evaluation Report(TER) Table 3:TstudTM Maximum Allowable Compressive Load(lbs.)' Tstud'�"Length, No.2 Lumber 1650Fb:-°1.5E Lumber <16' 3665 3665 16' 3625 3665 For'S1:1 Ib:-4.448 newton s;1"=25:4 mm `1:Compression perpe6dicularto grain of 425 psi(adju`sted per.NDS Section 3.10.4)is assumed. Adjustmentfor plates having a higher or lower compression perpendicular to grain value is required. 5.2.4. Design for Bending 5.2.4.1. The maximum bending moment and shear forces shall not exceed the reference design values for the TstudT"4 specified in Table 2. 5.2.5. Design for Combined Bending and Axial Compression Loads 5.2.5.1. The TstudT" resists bending using tension and compression stresses in the wood members. 5.2.5.2. The axial compressive stress due to combined bending and axial load can be computed using the following equation: P M fa -A+ftm.deff Where: P= axial load applied to TstudTM (in lbs.) M= bending moment applied to TstudTM (in lbs.-in.) AR,= net cross-sectional area of member= 1.5"x(2.5"—0.6875")=2.72 in.2 derr= distance from center-to-center of TstudT"" chord members=4.00" 5.2.5.3. The axial stresses in TstudTM member shall be checked in accordance with NDS Section 3.6 and 3.7. 5.2.5.4. The TstudTM shall also be checked in bending only to insure the allowable bending moment in Table 2 is not exceeded. 5.2.5.5. Allowable wind pressures for TstudTM subject to axial loads are specified in Table 4 and Table 5. 5.2.5.6. TstudT"I used as headers in a wall have the allowable loads as specified in Table 6. TER No. 1603-06 Page 6 of 15 Tstud'' Copyright©2019 Technical Evaluation Report(TER) Table 4:Allowable(ASD)Component&Cladding Wind Pressures(for No.2 lumber) Stud Wall Wind Pressure:(psf) 5pacmg lietght` 15 20 25 30 35° 40 45 50 55 60 . -. in ft 3665 3665 3665 3665 3665 3665 3665 3665 3665 3665 8 (U3401) (U2551) (L12041) (L/1701) (1-11458) (L11276) (L11134) (U1020) (U928) (U850) 3665 3665 3665 3665 3665 3665 3665 3665 3665 3665 9 (U2356) (U1767) (L11413) (1-11178) (U1010) (1-1883) (1-1785) (U707) (U642) (U589) 3665 3665 3665 3665 3665 3665 3665 3665 3665 3665 10 (U1698) (U1274) (L11019) (L1849) (L1728) (L1637) (L1566) (U509) (U463) (L1425) 12 3665 3665 3665 3665 3265 2815 2370 1920 1475 1030 12 (U967) (U725) (L/580) (L1483) (L1414) (1-1362) (L1322) (U290) (0264) (U242) 14 � 3075 2465 1850 1235 625 10 (L/602) (U451) (U361) (1-/301) (1-1258) (L1226) 1440 630 16 -- (U399) (L/300) $ 3665 3665 3665 3665 3665 3665 3665 3665 3665 3665 (L/2551) (U1913) (L11531) (L11276) (L/1093) (L1957) (L/850) (U765) (U696) (U638) 3665 3665 3665 3665 3665 3665 3665 3665 3665 3665 9 (U1767) (U1325) (1-11060) (1-1883) (1-1757) (L1663) (1-1589) (U530) (U482) (U442) 3665 3665 3665 3665 3665 3665 3665 3665 3665 3450 1V 10 (U1274) (U955) (U764) (L1637) (L1546) (L1478) (L1425) (U382) (U347) (U318) 3665 3665 3415 2815 2220 1625 1030 430 12 (U725) (U544) (L1435) (1-1362) (1-1311) (1-1272) (1-1242) (1-1217) 2465 1645 825 10 14 (L1451) (U338) (L1271) (L1226) 630 (U300) 3665 3665 3665 3665 3665 3665 3665 3665 3665 3665 $ (U1701) (1-11276) (1-11020) (L/850) (L1729) (U638) (U567) (L1510) (U464) (U425) 3665 3665 3665 3665 3665 3665 3665 3665 3665 3550 9 ' (U1178) {U883) (U707) (L1589) (L1505) (L/442) (L1393) (1-1353) (U321) (U294) 3665 3665 3665 3665 3665 3450 2835 2220 1605 990 24 10 (U849) (U637) (U509) (1-1425) (1-1364) (1-1318) (1-1283) (U255) (1-1232) (1-1212) 3665 2815 1920 1030 130 (U483) (1-/362) (L1290) (L1242) (L1207) 1235 10 (U301) (L1226) l TER No. 1603-06 Page 7 of 15 Tstud' Copyright©2019 Technical Evaluation Report(TER) Table 5;Allowable(ASD)Component&Cladding Wind Pressures(for 1650f—1.5E lumber) StudIlVall. Wind Pressure,(psf), ` Spacing Height 15 20 25 30 '35 40 45 `'50 55 60 in .. fit 3665 3665 3665 3665 3665 3665 3665 3665 3665 3665 8 (U3424) (U2568) (Ll2054) (1-11712) (L11467) (U1284) (L11141) (L11027) (L1934) (L1856) g ' 3665 3665 3665 3665 3665 3665 3665 3665 3665 3665 (L12371) (U1778) (1-11423) (L11186) (L11016) (L1889) (L1790) (L1711) (L1647) (L1593) 1U 3665 3665 3665 3665 3665 3665 3665 3665 3665 3665 (U1710) (U1282) (1-11026) (L1855) (L1733) (L1641) (L/570) (L1513) (1-1466) (1-1427) 12 3665 36653665 3665 3665 3275 2825 2380 1930 1485 12 ' (L1973) (L/730) (L1584) (L1486) (L1417) (L1365) (L1324) (L1292) (L1265) (L1243) 14 3310 2695 2080 1470 855 240 (1-!606) (1-1454) (L1363) (1-1303) (Ll260) (L1227) - 6 1570 765 - -- -- -- -- -- -- -- -- (U402) (U302) 3665 3665 3665 3665 3665 3665 3665 3665 3665 3665 $ (U2568) (U1926) (L/1541) (L11284) (U1101) (L1963) (L1856) (L1770) (L1700) (L/642) 9. 3665 3665 3665 3665 3665 3665 3665 3665 3665 3665 (U1778) (U1334) (L11067) (L1889) (L1762) (L1667) (L1593) (L1534) (L1485) (1-1445) 3665 3665 3665 3665 10. 3665 3665 3665 3665 3665 3665 16 (U1282) (1-1962) (1-1769) (U641) (U549) (1-/481) (1-1427) (1-1385) (1-1350) (1-1321) 3665 3665 3665 3275 2675 2080 1485 885 290 12 (1-1730) (1-1547) (1-!438) (1-1365) (1-1313) (L1274) (L1243) (1-1219) (1-1199) '14 2695 1875 1060 240 -- - - -- (U454) (L1341) (1-1272) (LI227) , 765 (L1302) 8 3665 3665 3665 3665 3665 3665 3665 3665 3665 3665 (U1712) (U1284) (L11027) (L1856) (L1734) (L1642) (L1571) (L1514) (L1467) (L1428) 3665 3665 3665 3665 3665 3665 3665 3665 3665 3665 9 . (1-11186) (1-1889) (L1711) (L1593) (U508) (L1445) (L1395) (L1356) (L1323) (1-1296) 24 10, 3665 3665 3665 3665 3665 3665 3665 3245 2630 2020 (U855) (L1641) (L1513) (L1427) (L1366) (L1321) (L1285) (L1256) (L1233) (L1214) 1`2 3665 3275 2380 1485 590 (1-1486) (L1365) (L1292) (1-1243) (U208) 1470 240 -14 (U303) (L1227) -- - TER No. 1603-06 Page 8 of 15 Tstud' Copyright©2019 Technical Evaluation Report(TER) Table 6:Allowable Loads(plf)for TstudM used as Headers. No.of Span(ft) Members 3 4 5 6 7 8 9 304 171 97 56 35 24 17 (L1356 1-1267) U240 L/240 (L/240 L/240) L/240 608 342 194 113 71 47 33 2- 1-1356 1-/267 1-1240 L/240 (L/240) L/240 1-/240 :. 3_ 911 513 292 169 106 71 50 L/356 L/267 L/240 L/240 L/240 1-1240 L/240 4 1215 684 389 225 142 95 67 1-1356 L/267 U240 L/240 L/240 L/240 L/240 5. 1519 854 486 281 177 119 83 L1356 L/267 U240 L/240 L/240 L/240 L/240 6 1823 1025 583 338 213 142 100 1-1356 L/267 L1240 L/240 L/240 L/240 L1240 2127 1196 681 394 248 166 117 7 ,.. (L/356) (L/267) I (U240) L/240) (L/240) (1-1240) (LI240) 'Table values are based on Tstud"I of No:2 SPF lumber. 2.Table values are"based on a load duration"factor of 1.'0. 3.Deflection checks of U360 for live load and L/240 for total load are based on alive load to dead load ratio of 2:1 5.3. For applications outside of the scope of the applicable code, consult the manufacturer's installation instructions or a registered design professional (RDP). 5.4. Where the application exceeds the limitations set forth herein, design shall be permitted in accordance with accepted engineering procedures, experience and technical judgment. 6. Installation: 6.1. Tstud-rm shall be installed in accordance with the applicable code, the approved construction documents,this TER,the manufacturer's installation instructions, NDS and otherwise standard framing practices as applied to solid-sawn lumber. 6.1.1. In the event of conflict between the manufacturer's installation instructions and this TER,the more restrictive shall govern. 6.2. Installation Procedure 6.2.1. TstudTM is pre-assembled and designed to be used as a direct replacement of nominal 2x4 (38 mm x 89 mm)solid sawn lumber, and in most cases, but not all, nominal 2x6 (38 mm x 140 mm) solid sawn lumber, as wall studs, top and bottom plates, and headers. 6.2.1.1. For use as a 2x6, design shall be permitted in accordance with accepted engineering procedures, experience and technical judgment. In these cases, referenced design values as specified in Table 2 shall be used in accordance with IRC Section R602 and IBC Section 2308. 6.2.2. Install TstudTM in the same manner as solid sawn lumber, except as noted herein. 6.2.2.1. For the IRC and IBC Section 2308, install in accordance with the provisions therein, except as noted in this TER. 6.2.2.2. For engineered design, walls shall be designed in accordance with the IBC and the referenced standards therein using the material properties and design limitations as noted in Section 5. 6.2.2.3. Design of connections using TstudTM shall be in accordance with NDS. 6.2.3. Anchorage 6.2.3.1. Stand walls and set into correct position. Ensure anchor bolts in foundation penetrate the center of the foam in the TstudTm bottom plate. 6.2.3.2. Place metal plate over anchor bolts and fasten with a washer and nut. Once nut is tightened and the wall has been sufficiently anchored tight to the sill plate, drive four(4)2'/z'#12 (0.216 dia.) screws (two [2] in each wood member) into the pre-drilled holes in the metal plate. TER No. 1603-06 Page 9 of 15 Tstud- Copyright©2019 Technical Evaluation Report(TER) 7. Test and Engineering Substantiating Data: 7.1. Compressive Load Testing of TstudTM, by SBC Research Institute under contract with Qualtim, Inc. 7.2. Bending Tests of TstudTM, by SBC Research Institute under contract with Qualtim, Inc. 7.3. Bending Tests of TstudTm Top Plates, by SBC Research Institute under contract with Qualtim, Inc, 7.4. The product(s)evaluated by this TER fall within the scope of one or more of the model, state or local building codes for building construction.The testing and/or substantiating data used in this TER is limited to buildings, structures, building elements, construction materials and civil engineering related specifically to buildings. 7.5. The provisions of model, state or local building codes for building construction do not intend to prevent the installation of any material or to prohibit any design or method of construction. Alternatives shall use consensus standards, performance-based design methods or other engineering mechanics based means of compliance. This TER assesses compliance with defined standards, accepted engineering analysis, performance-based design methods, etc. in the context of the pertinent building code requirements. 7.6. Some information contained herein is the result of testing and/or data analysis by other sources, which DrJ relies on to be accurate, as it undertakes its engineering analysis. 7.7. DrJ has reviewed and found the data provided by other professional sources are credible.The information in this TER conforms to DrJ's procedure for acceptance of data from approved sources. 7.8. DrJ's responsibility for data provided by approved sources conforms to IBC Section 1703 and any relevant professional engineering law. 7.9. Where appropriate, DrJ's analysis is based on design values that have been codified into law through codes and standards (e.g., IRC, WFCM, IBC, SDPWS, NDS®, ACI°, AISI, PS-20, PS-2, etc.). This includes review of code provisions and any related test data that aids comparative analysis or provides support for equivalency to an intended end-use application. Where the accuracy of design values provided herein is reliant upon the published properties of commodity materials (e.g. lumber, steel, concrete, etc), DrJ relies upon grade/properties provided by the raw material supplier to be accurate and conforming to the mechanical properties defined in the relevant material standard. 8. Findings: 8.1. TstudTM insulated wall studs installed as framing members in walls, as described in this TER, are compliant with the codes listed in Section 2 and are approved for use as an alternative to nominal 2x4 (38 mm x 89 mm) solid sawn lumber in all cases and 2x6 (38 mm x 140 mm)solid sawn lumber in most cases for wall structural members. 8.1.1. For use as a 2x6, design shall be permitted in accordance with accepted engineering procedures, experience and technical judgment. In these cases, referenced design values as specified in Table 2 shall be used in accordance with IRC Section R602 and IBC Section 2308. 8.2. IBC Section 104.11 and IRC Section R104.11 (IFC Section 104.9 is similar)state: 104.11 Alternative materials, design and methods of construction and equipment.The provisions of this code are not intended to prevent the installation of any material or to prohibit any design or method of construction not specifically prescribed by this code,provided that any such alternative has been approved.An alternative material,design or method of construction shall be approved where the building official finds that the proposed design is satisfactory and complies with the intent of the provisions of this code,and that the material,method or work offered is,for the purpose intended,not less than the equivalent of that prescribed in this code....Where the alternative material,design or method of construction is not approved,the building official shall respond in writing,stating the reasons the alternative was not approved. 8.3. This product has been evaluated in the context of the codes listed in Section 2, and is compliant with all known state and local building codes.Where there are known variations in state or local codes that are applicable to this evaluation,they are listed here: 8.3.1. No known variations 8.4. This TER uses professional engineering law, the building code, ANSI/ASTM consensus standards and generally accepted engineering practice as its criteria for all testing and engineering analysis. DrTs professional engineering work falls under the jurisdiction of each state Board of Professional Engineers, when signed and sealed. TER No. 1603-06 Page 10 of 15 Tstud� Copyright©2019 Technical Evaluation Report(TER) 9. Conditions of Use: 9.1. Where required by the authority having jurisdiction (AHJ) in which the project is to be constructed, this TER and the installation instructions shall be submitted at the time of permit application. 9.2. Any generally accepted engineering calculations needed to show compliance with this TER shall be submitted to the code official for review and approval. 9.3. Design loads shall be determined in accordance with the building code adopted by the jurisdiction in which the project is to be constructed. 9.4. TstudTM complies with, or is a suitable alternative to, sawn lumber as permitted by the codes listed in Section 2, subject to the following conditions: 9.4.1. The maximum wall height for TstudTM is 16' (3.05 m). 9.4.2. Increases for duration of load shall be in accordance with the limitations of the applicable building code for sawn lumber. 9.4.3. Creep factors applicable to sawn lumber may be applied to this product, in accordance with the applicable building code. 9.5. TstudTm is not currently permitted to be used in areas where the Seismic Design Category is D, E, or F 9.6. Design 9.6.1. Building Designer Responsibility 9.6.1.1. Unless the AHJ allows otherwise, the Construction Documents shall be prepared by a Building Designer for the Building and shall be in accordance with IRC Section R106 and IBC Section 107. 9.6.1.2. The Construction Documents shall be accurate and reliable and shall provide the location, direction and magnitude of all applied loads and shall be in accordance with IRC Section R301 and IBC Section 1603. 9.6.2. Construction Documents 9.6.2.1. Construction Documents shall be submitted to the Building Official for approval and shall contain the plans, specifications and details needed for the Building Official to approve such documents. 9.7. Responsibilities 9.7.1. The information contained herein is a product, material, detail, design and/or application TER evaluated in accordance with the referenced building codes, testing and/or analysis through the use of accepted engineering practice, experience and technical judgment. 9.7.2. DrJ TERs provide an assessment of only those attributes specifically addressed in the Products Evaluated or Code Compliance Process Evaluated sections. 9.7.3. The engineering evaluation was performed on the dates provided in this TER, within DrYs professional scope of work. 9.7.4. This product is manufactured under a third-party quality control program in accordance with IRC Section R104.4 and R109.2 and IBC Section 104.4 and 110.4. 9.7.5. The actual design, suitability and use of this TER,for any particular building, is the responsibility of the Owner or the Owner's authorized agent, and the TER shall be reviewed for code compliance by the Building Official. 9.7.6. The use of this TER is dependent on the manufacturer's in-plant QC, the ISO/IEC 17020 third-party quality assurance program and procedures, proper installation per the manufacturer's instructions, the Building Official's inspection and any other code requirements that may apply to demonstrate and verify compliance with the applicable building code. TER No. 1603-06 Page 11 of 15 Tstud' Copyright©2019 Technical Evaluation Report(TER) 10. Identification: 10.1. TstudTM, described in this TER, is identified by a label on the product or packaging material bearing the manufacturer's name, product name, TER number, and other information to confirm code compliance. 10.2. Additional technical information can be obtained at www.tstud.com. 11. Review Schedule: 11.1. This TER is subject to periodic review and revision. For the most recent version of this TER, visit dricertification.org. 11.2. For information on the current status of this TER, contact DrJ Certification. • Mission,Belief and Independence • Product Evaluation Policies Product Approval—Building Code Administrative Law and P.E.Law TM s--, � I TER No. 1603-06 Page 12 of 15 Tstud� Copyright©2019 Technical Evaluation Report(TER) Appendix A: TStud Example Calculation: Determine the allowable axial load for an 10'Tstud of No. 2 SPF lumber spaced 24" o.c_ and subject to wind speeds of 170 mph. Material Properties of Tstud: The material properties of the Tstud are given in Table 2 of the TER. F,:=1150 psi Ft-.=450 psi F,_p,7.1,:=425 psi Cf�:=1.15 Cft:=1.5 Size factor for 2x3 lumber. FnS:=889 Of-ft V,t:=320 1bf El:=30300000 lbf•in2 E1,,,:,,,:=14900000 1bf-in 2 Section Properties of Tstud: d1-1.5 in Wide face dimension. d2:=2.5 in Narrow face dimension. d,ff:=4 in Moment arm between members. A:=dl•(2•d2_0-6875 in)=6.47 in 2 Net section area of Tstud. h:=116.125 in Height of Tstud. Compression Capacity of Tstud under Vertical Load only: CD:=1.0 Fe.sta.T'=F�•Cfc•CD=1323 psi c:=0.8 Constant for sawn lumber. See NDS Section 3.7.1 K:=1.0 Buckling effective length factor for pinned-pinned column. 7r2 -'�Irnirt Fes:= 2 =1686 psi Critical buckling design value per TER Section 5.2.3.4. A•(K•h) TER No. 1603-06 Page 13 of 15 Tstud'" Copyright©2019 Technical Evaluation Report(TER) z 1+ FeE '+ + HFc F'cF C Fr — Fastar =0.768 t' 2•c 2•c c FSC:=Fc.sta,••C p=1.01.5 psi < FC'=1686 psi Fburklirag:=Fac.s tar'CP-A=6567 Of f d2+0.375 in C6:= dz =1.15 1'c07nP_perp•=F'e_P-p'Cb•(2•dl•Q=3666 Of Bending Capacity of Tstud: CD:=1.6 Ar,`f:=h• 3= 31 ftp Effective wind area for a single Tstud. pp,,s:=29.7 psf=29.7 psf Wind pressures for a basic wind speed, Vult, of 170 mph, mean roof height of 30 ft, and Exposure B per P,Ieg =-30.0 psf=-39 psf Table R301.2(2) of the 2015 IRC. Spacingstudg:=24 in W:=(—pneg)•Spacing�t,,ds=78.0 pl f Mreq d._ 2v•h'8 =10957 lbf•in < Ma.dl'— bS'C F 17069 lb in D= f' Check shear load: Vreq'd:=w 2 =377 Of < Valu=Vn•CD=512 1bf OK Combined Axial Load and Component & Cladding Wind Load on Tstud: CD:=1.6 F,,.Aa,.:=Fe•C ft•CD=211.6 psi TER No. 1603-06 Page 14 of 15 Tstud'' Copyright©2019 Technical Evaluation Report(TER) , z 1+ FeE 1-F FcE —CF G, _ r'c.staT — �'cstar — (T,..taT _�� 608 �i22•c 2•c __ c F,,':=Fc.star••Cp2=1287 psi Check combined bending and compression on the member: Am:=di•(d2—0.625 in)=2.81 int 0.75 w•h2 A 0.75 factor is applied to the wind load in Ma.pplied— 8 =8217 Of•in accordance with load combination 6a in Section 2.4.1 of ASCE 7-10. Mapplied =730 f a_bend rl,n'deft psi P:=3570 1bf Axial Load on the Tstud is selected to result in a CSI of 1.0. P fa_comp:=A=551.9 Psi fc:=fa_bend+fa._cornp=1282 psi < F,.t =1686 psi and < F,'=1287 psi OK CSI:=f° =0.997 Fc' Check Deflection Limit for Tstud: 5•(0.7 w)•h' =0.356 in 384•EI h =327 > 240 OK Q Summary_of Design Calculations for Tstud: The Tstud has a calculated axial load capacity of 3570 lbs for an 10' tall wall with a 170 mph wind load. The axial load is limited by the compression strength of the Tstud member under combined axial and wind loading. TER No. 1603-06 Page 15 of 15 Tstud' Copyright©2019 L •♦ i 1 #1131 lsonEc 17065 Product certification Body k. CERTIFICATION h Ell, E Approved . Sealed . Code Compliant . Technical Evaluation Report e � TER 1904-03 Tstud TM — Canada — Limit States Design e� Roosevelt Energy, Inc. Product: TstudTM Structural Insulated Wall Stud A e Issue Date: July 8, 2019 Revision Date: July 8, 2019 Subject to Renewal: October 1, 2020 rz For the most recent version or a seated copy of this Technical Evotuation Report(TER),visit drjcertiflcation.org. DrJ Engineering,LLC ; 6300 Enterprise Lane ' Madison,WI 53719 TER 1904-03:TSTLIDTM—CANADA—LIMIT STATES DESIGN COMPANY ADDITIONAL INFORMATION: LISTEES: Roosevelt Energy, Inc. Titan Manufacturing 14048 Terrace Road NE 2641 Hwy 11-71 Ham Lake, MN 55304 Devlin, ON POW 1 CO 807-486-2266 www.titanmanufactu ring.ca DIVISION: 06 00 00-WOOD, PLASTICS AND COMPOSITES SECTION: 06 10 00-Rough Carpentry DIVISION: 07 00 00-THERMAL AND MOISTURE PROTECTION SECTION: 07 21 00- Building Insulation SECTION: 07 21 13-Foam Board Insulation 1 PRODUCT EVALUATED' 1.1 TstudTM Structural Insulated Wall Stud 2 APPLICABLE CODES AND STANDARDS2,3 2.1 Codes 2.1.1 NBC-10, 15:National Building Code of Canada 2.1.2 NECB-17:National Energy Code of Canada for Buildings 2.1.3 O Reg. 33/12–Ontario Building Code (OBC)4 1 Building codes require data from valid certification,evaluation,and qualification reports be obtained from accredited third-party organizations.An accredited certifying organization(a type of accredited third-party organization)is a certification body that performs"certification of a product,process,or system."An accredited third-party organization is accomplished via accreditation using ISO/IEC 17065 evaluation procedures meeting code requirements of independence,accredited testing,and professional personnel,DrJ is an ISO/IEC 17065 ANSI- Accredited Product Certification Body—Accreditation#1131. Through ANSI accreditation,DrJ certification can be used to obtain product approval in any country that is an IAF MLA Signatory,such as Canada,and covered by an IAF MLA Evaluation per the Purpose of the MLA—"certified once,accepted everywhere."Manufacturers can go to jurisdictions in any IAF MLA Signatory Country and have their products readily approved by authorities having jurisdiction using DrSs ANSI accreditation.For more information about DrJ's accreditation,refer to this letter from the Standards Council of Canada(SCC). For more information on any of these topics or our mission,product evaluation policies,product approval process,and engineering law,see drive tification.org. 2 Unless otherwise noted,all references in this TER are from the 2015 version of the NBC.This alternative solution is also approved for use with the 2010 NBC and the standards referenced therein(e.g.,CAN/CSA,CAN/ULC).Where this TER is not approved,the AHJ shall respond in writing stating the reasons this TER was not approved.For any variations in provincial,territorial,and local codes,see Section 8. 3 All terms defined in the applicable building codes are italicized. 4 References in this TER to the National Building Code of Canada(NBC)apply to the Ontario Building Code(OBC),unless noted otherwise. ©2019 DRJ ENGINEERING,LLC PAGE 2 OF 15 TER 1904-03:TSTUDT"^-CANADA-LIMIT STATES DESIGN 2.2 Standards and Referenced Documents 2.2.1 ASTM D198: Standard Test Methods of Static Tests of Lumber in Structural Sizes 2.2.2 ASTM D2559: Standard Specification for Adhesives for Bonded Structural Wood Products for Use Under Exterior Exposure Conditions 2.2.3 ASTM D2915:Sampling and Data Analysis for Structural Wood and Wood Based Products 2.2.4 ASTM E72:Standard Test Methods of Conducting Strength Tests of Panels for Building Construction 2.2.5 CSA 086:Engineering Design in Wood 3 PERFORMANCE EVALUATION 3.1 TstudTM was evaluated to determine its applicability for use as an alternative material where nominal 2"x4"(38x89 mm)and 2"x6" (38x140 mm) solid sawn lumber is specified in accordance with the NBC including use as wall studs, top and bottom wall plates, and headers. 3.2 TstudTM testing and analysis was conducted to determine its compression,flexural strengths, and flexural stiffness. 3.3 This TER examines TstudTM for the following: 3.3.1 Use as an alternative solution to that described in NBC Division B Part 4, in particular, compliance with requirements for the design and construction of wood-based products as described in NBC Subsection 4.1.3 for limit states design (LSD). 3.3.2 Compliance with NBC Section 4.1, CSA 086 per NBC Subsection 4.3.1, and NBC Section 9.23 for wood frame construction applications. 3.3.3 Use as an alternative material and method of construction in compliance with NBC Article 1.2.1.1. 3.3.3.1 When used in an application that exceeds the limits of NBC Section 4.1 or NBC Section 9.23, an engineered design shall be submitted in accordance with NBC Volume 1 commentary on Conformity Assessment and this TER. 3.4 Evaluation of TstudTM for performance under seismic loading is outside the scope of this TER. 3.5 Any code compliance issues not specifically addressed in this section are outside the scope of this TER. 3.6 Any engineering evaluation conducted for this TER was performed on the dates provided in this TER and within DrTs professional scope of work. 4 PRODUCT DESCRIPTION AND MATERIALS 4.1 The product evaluated in this TER is shown in Figure 1 and Figure 2. 01 bad a LA. ? j pp ffi� LY l FIGURE 1.TSTUDTM PRODUCT STAMP ©2019 DRJ ENGINEERING,LLC PAGE 3 OF 15 TER 1904-03:TSTUDT"'-CANADA-LIMIT STATES DESIGN 47 f -� h{ kZ. 5. ` FIGURE 2.TSTUDTM WITHOUT POLYISO(LEFT)AND FINAL PRODUCT(RIGHT) 4.2 TstudTM is made from a minimum of 2"x3"(38x64 mm) No. 2 Spruce Pine Fir(SPF) lumber, wooden dowels, and approximately 64 mm (21/2")of polyisocyanurate (polyiso)insulation. 4.2.1 Overall size of TstudTM is 64 mm x 140 mm (21/2'x 51/2'). 4.2.2 Any lumber species can be used, as long as the design values of the lumber are equal to or greater than No. 2 SPF. 4.2.3 The lumber is placed in a form that leaves a gap of approximately 64 mm (21/2') between members.Wooden dowels are installed through one member into the other at opposing angles, forming a web-like pattern. Dowels are spaced evenly at a distance not to exceed 165 mm (61/2') on center and glued in place using an adhesive that conforms to the specifications of ASTM D2559. 4.2.4 Once the lumber has been fastened together, liquid polyiso is poured into the void between members and given time to harden. 4.3 Materials 4.3.1 Lumber.• 4.3.1.1 Grade: No. 2 SPF or 1650f—1.5E SPF 4.3.1.2 Thickness: 38 mm (11/2') 4.3.1.3 Width: 64 mm (21/2') 4.3.1.4 Length: up to 4.9 m (16') 4.3.2 Dowels: 4.3.2.1 Grade: No. 2 SPF or 1650f—1.5E SPF 4.3.2.2 Diameter: 17.5 mm (11/16") 4.3.3 Polyiso: 4.3.3.1 The polyiso is manufactured with a minimum density of 345.6 N/m3(2.2 Ib/ft3). 5 APPLICATIONS 5.1 Prescriptive Provisions 5.1.1 TstudTM is an alternative to solid sawn 2"x4" lumber in all cases and 2"x6" lumber in most cases for wall structural members. 5.1.1.1 For use as a 2"x6", design shall be permitted in accordance with accepted engineering procedures, experience, and technical judgment. In these cases, referenced design values as specified in Table 2 shall be used in accordance with NBC Section 4.1 and CSA 086 per NBC Subsection 4.3.1. 5.1.2 Polyiso insulation is in accordance with NBC Division B Article 3.1.5.15 and OBC Article 3.1.5.12. ©2019 DRJ ENGINEERING,LLC PAGE 4 OF 15 TER 1904-03:TSTUDTM—CANADA—LIMIT STATES DESIGN a �y 5.1.3 Cutting, notching, and boring 5.1.3.1 Notches in structural members (2"x3" or dowels)are not permitted. 5.1.3.2 Holes may only be bored in polyiso insulation of TstudT"^. Holes shall be spaced a minimum of 610 mm (24")o.c., shall not exceed 64 mm (2'/2") in diameter, and are not permitted within 610 mm (24")from either end of the stud. 5.1.3.3 TstudT"' used as structural members of a wall shall be fastened as specified in Table 1. TABLE 1.ACCEPTABLE USES OF TSTUDTM Number&Type of ' Fastener Rpplcation' Spacing; ,Installation` " Fastener, mm m ' ;�� �F` V Joists to Plate �� Fasten two(2)toe nails into interior wood member :r (toe rlall d (3)-4 x 0.131 (3.3 mm) — and one(1)toe nail into exterior wood member .d 21/2'x 0.113"(2.9 mm) 102(4)o.c. RIm Jalst to Stll o dropPlate Fasten by toe-nailing 2'/2 x 0.131 (3.3 mm) 152(6)o.c. ani " Fasten two(2)toe nails into interior wood member 1 ' " (3)-31/2"x 0.135 (3.4 mm) and two(2)toe nails into exterior wood member �sg Where a rafter is fastened to an adjacent parallel Rafter*RoafTruss to Plate .v ceiling joist in accordance with this schedule, kk V'Sa oa�!) fl$; provide two(2)toe nails on one(1)side of the z4 (4)—4"x 0.131"(3.3 mm) rafter and toe nails from the ceiling to top 91 joistlate P in accordance with this schedule.The toe nail on the opposite side of the rafter shall not be required. rt *BtattC`up Studs Fasten two(2)face nails,one(1)into each wood 4"x 0.131"(3.3 mm) 406(16)o.c. � � � , (faee hall w member Abutting Studs'at Intersectlrlg Wall Fasten one(1)face nail into exterior-facing wood �� �� � Corer5 ,, 4 x 0.131 (3.3 mm) 305(12)o.c. member "� facp Hari) � "VL7otble 2x '�Top Plates 4"x 0.131"(3.3 mm) 305(12)o.c. Fasten two(2)face nails,one(1)into each wood (face null) z` - member g k � Fasten twelve(12)face nails on each side of end �l0ouleop�Plates, llrnmum;24"€offset oiu (12)—4"x 0.131"(3.3 mm) — joint(minimum 610 mm(24")lap splice length each ti ; nJolntsFace Udall rn� appect Area side of joint) K Stttdop�ata � Fasten two(2)toe nails into sole plate on each side E (4)—4 x 0.131 (3.3 mm) — tae hof the stud(each wood member) all) ' Fasten two(2)4"x 0.131"nails into one wood (3)—4"x 0.131"(3.3 mm) member and one(1)4"x 0.131"nail into other ` Plateto Stud wood member , „ Fasten two(2)4'/z'x 0.162"nails,one(1)into Iy (2)—4/2 x 0.162' (4.1 mm) each wood member ap'iatss l ops at Gorers . Fasten two(2)4"x 0.131"face nails,one into each ln�fseetions e. (2)—4 x 0.131 (3.3 mm) s wood member w�� (€aG8 tlail)r SI:1 mm OA394 m' 1:. Gare still be taken ftj avoid sp(jttin' ©2019 DRJ ENGINEERING,LLC PAGE 5 OF 15 a. TER 1904-03:TSTUDT"^—CANADA—LIMIT STATES DESIGN b 's ,x m cxn:a,o.aoer S 5.1.4 TstudTO" may be used as a single top plate in accordance with NBC Division B Article 9.23.11.3 and the following: 7, 71 5.1.4.1 Fasteners for TstudTM connections shall be distributed in each TstudTM wood member.Top plate to stud connections shall be fastened using three (3)4"x 0.131" (3.3 mm) nails: one (1) into one wood member and two (2) into the other wood member. 5.1.5 TstudTM may be used as a flat header. 5.1.5.1 Fasten multi-ply TstudTm header members using 4"x 0.131" (3.3 mm) nails. Drive one nail into each TstudTM wood member at 406 mm (16") o.c. i.e.. In other words, 406 mm (16") o.c. along each side of the TstudTm. 5.1.6 Use as jack, trimmer, and cripple studs is permitted. 5.1.6.1 Install cripple studs between the bottom plate and rough sill using three (3)4"x 0.131" (3.3 mm) nails: one(1) into one wood member and two (2)into the other wood member. 5.1.7 Structural sheathing shall be installed on one side of the wall, and a minimum 12.7 mm ('/2')gypsum wallboard (GWB), or equivalent, shall be installed on the other side fastened in accordance with the applicable building code. Sheathing attached to only one side of the wall is not permitted. 5.1.8 Trusses and rafters having a maximum factored reaction of 23.2 kN (5,215 lbs) may be placed anywhere on walls with single TstudTM top plates. 5.1.9 For cases where a higher reaction needs to be supported, use of built-up studs fastened in accordance with Table 1 is permitted with a limit of 23.2 kN (5,215 lbs) per ply(e.g., 46.4 kN per 2-ply, built up stud). In this case, the built-up stud shall be located directly under the applied load. 5.1.9.1 Walls with nominal 2x6 lumber top plates shall be in accordance with NBC Division B Article 9.23.11.3. 5.2 Engineering Design 5.2.1 The design provisions for wood construction noted in NBC Division B Subsection 4.1.3 apply to TstudTM for limit states design (LSD), unless otherwise noted in this TER. 5.2.2 Material Properties: 5.2.2.1 Reference design values for TstudTm are defined in Table 2. TABLE 2.TSTUDTm REFERENCE DESIGN VALUES FOR LIMIT STATES DESIGN(LSD) 'Lurnber Grade Specified_Design Ualues Y 1650f 1.5ESPF No,:2 SPF 4 `WnSpeclied Bendlrig,f�5 2,215 N-m(1,635 Ib-ft) 2,215 N-m(1,635 Ib-ft) �: � � pIfied Gompresstn Parallel to Grafnvw 18.1 MPa(2620 psi) 11.5 MPa(1665 psi) �..q Spc>f�ed Tension parallel tornfl, 11.4 MPa(1650 psi) 5.5 MPa(795 psi) Specified�ompress�an Perpard�cuiar to Grain fG� 5.3 MPa(765 psi) 5.3 MPa(765 psi) �.... _. .�.. pe�cf d Seardree,V�.', 2,630 N(590 Ib) 2,630 N(590 Ib) -# NAWr 2 z a B n 11yStiffness,Efff _ £ 87,600 N m 86,900 N m � e (30,500,000 lb-in z) (30,200,000 Ib-inz) a 76,200 N-mz 75,600 N-mz Bendln Stiffness for Beam and Column St N'ty los x -in z )(26,500,000 Ib (26,300,000 Ib SI 1.mm 0 0394 in;1 N=0.225 Ib,1 kNh 68.5 Iblft,,1 kNtmz'=20.9 psf;1 MPa=145 psi 5.2.2.2 Reference design values for TstudTM shall be multiplied by the adjustment factors defined in CSA 086 Section 15.3.2 and Section 6.4. 5.2.3 Design for Axial Loads: 5.2.3.1 The maximum factored compressive load for TstudTM is defined in Table 3. ©2019 DRJ ENGINEERING,LLC PAGE 6 OF 15 TER 1904-03:TSTUDTm—CANADA—LIMIT STATES DESIGN 5.2.3.2 The maximum factored compressive load is based on the minimum of perpendicular-to-grain crushing of SPF top and bottom plates, and compression parallel to grain of the Tstud TM. 5.2.3.3 The factored compressive resistance parallel to grain for TstudT"" can be calculated using the provisions of CSA 086 Subsection 15.3.3.4. 5.2.3.4 The factored compressive resistance parallel to grain, Pr, shall be computed using the formula: P,. _ �W AKcKZc Where:A= net cross-sectional area of TstudTM = 38 mm x (2 x 63.5 mm— 17.5 mm) =4,161 mm2 5.2.3.5 For computing stability, the Euler buckling load in the plane of the applied moment, PE, shall be computed using the formula: nE05KsEKT1 PE = 9E TABLE 3.TSTUDTM MAXIMUM FACTORED COMPRESSIVE LOAD TstudTLength 1650fbSPF Lumber No 2S, . Lumber m(ft) kN(lb kN{Ib) c eft{10) 23.2(5215)1 23.2(5215)1 a b { ) 23.2(5215)1 22.6(5080) 23.0(5170) 18.2(4090) 3F `� 17.6(3955) 14.5(3260) s I 25 4 mm,i lb=°4.448,N 1 Compression perpendicular to gram of fop end bottom plates controls_ - 2;Compression perpendicular to grain of 5'3 MPa(per CSA 086 Table 6,3,1A)is assn ned'(Table,2}Adtustment for plates hawng a higher or lower compression-perpendicular tO g6in value is'requ ired. 5.2.4 Design for Bending: 5.2.4.1 The maximum bending moment and shear forces shall not exceed the reference design values for the TstudTm defined in Table 2. 5.2.5 Design for Combined Bending and Axial Compression Loads: 5.2.5.1 The TstudTm resists bending using tension and compression stresses in the wood members. 5.2.5.2 The resistance to combined bending and axial loads can be computed using the following equation: (Pp 2 +Mf 1 < 1 l P,.) M, 1 _ Pf PE Where: Pf=factored compressive axial load applied to TstudTM (N) Pr=factored compressive resistance parallel to grain of TstudTM (N) Mf=factored bending moment applied to TstudTM (N-m) Mr=factored bending moment resistance of TstudTM (N-m) PE= Euler buckling load (N) 5.2.5.3 The axial loads in TstudTM member shall be checked in accordance with CSA 086 Subsection 15.3.3.4 and 15.3.3.6. 5.2.5.4 The equation is Section 5.2.5.2 includes a check to ensure the factored bending moment in Table 2 is not exceeded for Tstud TM. 5.2.5.5 Specified wind pressures for Tstud1m subject to axial loads are provided in Table 4 and Table 5. ©2019 DRJ ENGINEERING,LLC PAGE 7 OF 15 TER 1904-03:TSTUDTM-CANADA-LIMIT STATES DESIGN , 43= TABLE 4.LIMIT STATES DESIGN(LSD)FACTORED AXIAL LOAD-NO.2 LUMBER Factored Axial'l oad(kN):8�(Deflection Ratio) Wall Stud Spacing Height Specified Wind Pressure,p(kPa) 0.30 0.58 0.86 1.13 1.41 1.69 1.97 2.24 2.52 2.80 " 2.44(8) 23.15 23.15 23.15 23.15 23.15 23.15 23.15 23.15 23.15 23.15 k (L/5697) (L12958) (U1997) (L/1508) (U1211) (1-11012) (L1869) (L1761) (L/678) (L/610) R 2.74(9) 23.15 23.15 23.15 23.15 23,15 23.15 23.15 22.1 21.1 20.05 (L13945) (U2049) (L11383) (L/1044) (U839) (U701) (L/602) (U527) (U469) (1-1423) 3.05(10) 23.15 23.15 23.15 22.9 21.65 20.35 19.1(1-12844) (1-11477) (L/997) (1-1753) (1-1605) (U505) (1-1434) (1-13780) (U338) (1-1305) 305 � 21.35 19.5 17.65 15.8 13.95 12.1 10.25 8.4 6.55 4.7 3.66(12 (LI1619) (L/841) (L1568) (U429) (L1344) (L1288) (L/247) (U216) (L1193) (U173) A �A � 4.27(14) 16.1 13.6 11.05 8.5 6 3.45 0.9 (1-11007) (1-1523) (1-1353) (1-1267) (1-1214) (1-1179) (1-/154) 4.88(16) 11.4 8.05 4.75 1.4 (L1669) (L1347) (L1235) (L/1 77) 23.15 23.15 23.15 23.15 23.15 23.15 23.15 23.15 22.75 21.7 2.44(8) (L14272) (L/2218) (L11498) (L11131) (L/908) (L1759) (L/652) (L/571) (L/508) (L/458) .� nA'A ��7,`t,MF � L �s � 2.74(9) 23.15 23.15 23.15 23.15 23.15 22.1 20.7 19.35 18 16.65 Ki (1-12959) (1-11536) (1-11038) (1-1783) (U629) (1-1526) (1-1451) (1-/396) (U352) (1-1317) 23.15 23.15 22.85 21.15 19.5 17.8 16.1 14.4 12.7 11 3.05(10) (1-/2133) (U1108) (L1748) (L/565) (L/454) (U379) (L/325) (U285) (L/254) (L1229) Eat 406 a 51a) 20.7 18.2 15.75 13.3 10.85 8.35 5.9 3.45 0.95 3.66(12) (L/1214) (U630) (L1426) (U321) (U258) (L/216) (L/185) (L1162) (U144) �y " 4.27(14) 15.2 11.8 8.45 5.05 1.7 - (L/756) (L/392) (L1265) (U200) (L/161) ( ) 10.2 5.75 1.3 4.88 16 -- -- -- -- -- -- -- (L/502) (L/261) (U176) 23.15 23.15 23.15 23.15 23.15 22.75 21.15 19.55 17.95 16.35 g' 2.44(8) (L/2848) (U1479) (U999) (L1754) (U606) (U506) (L/434) (L1381) (U339) (L/305) 2 74(9) 23.15 23.15 23,15 22.05 20 17.95 15.9 13.85 11.85 9.8 (L/1973) (U1024) (U692) (U522) (U419) (L/350) (L/301) (U264) (U235) (U211) " ' 23.15 22.8 20.25 17.7 15.2 12.65 10.1 7.55 5.05 2.5 Ni,!E 3.05(10) X610 K' (L11422) (L/738) (LI499) (U376) (L1302) (U253) (L1217) (U190) (U169) (L/152) "24} 19.3 - - 5 15.65 11.95 8.25 4.55 0.85 3.66(12) (LI809) (LI420) (U284) (L1214) (L1172) (L1144) " 13.4 8.3 3.25 - - ,� ` Z r 4.27(14) (L/504) (L/262) (L1177) - -- ����' 4.88(16) 7.8 1.15 -- -- -- -- -- -- -- -- k (L/334) (L1174) SL 25.4 mm=1 m;1'N=0.225115,I M'a=145 psi ' 1;Specified wind pressures for ultimate limit states(ULS};and seroiceability'limit"states,(SLS}+are determined in accordance with NBC Division.6 Article ©2019 DRJ ENGINEERING,LLC PAGE 8 OF 15 TER 1904-03:TSTUDT"-CANADA-LIMIT STATES DESIGN r �� � APttC.AG9 TABLE 5. LIMIT STATES DESIGN(LSD)FACTORED AXIAL LOADS-165OF-1.5E LUMBER f' Factofed Amal•Load(kN)&(Deflectlon.Ratio} , Wa[I Stud Spacing Height Specified Wind Pressure,p(kPa) 0.30 0.58 0.86 1.13 1.41 1.69 1.97 2.24 2.52 2.80 2.44(8) 23.15 23.15 23.15 23.15 23.15 23.15 23.15 23.15 23.15 23.15 (L/5740) (L/2980) (L/2010) (Ul520) (L/1220) (L/1020) (L/875) (L/765) (U680) (L/615) 23.15 23.15 23.15 23.15 23.15 23.15 23.15 23.15 23.15 23.15 2.74(9) (U3975) (L/2065) (L/1390) (L/1050) (L/845) (L/705) (U605) (U530) (U470) (L/425) x q 23.15 23.15 23.15 23.15 23.15 23.15 23.15 23.15 23.15 23.15 3.05(10) (U2865) (L11485) (L11005) (L/755) (L1605) (L/505) (U435) (U380) (U340) (L/305) } a 23.15 23.15 23.15 23.15 21.65 19.8 17.95 16.1 14.25 12.4 3.66(12) (L/1630) (L1845) (L/570) (L/430) (L1345) (L1285) (L1245) (L/215) (U190) (L/170) 4.27(14) 21.25 18.7 16.15 13.65 11.1 8.55 6 3.5 0.95 (U1015) (L1525) (L1355) (L/265) (L1215) (L/180 ) (L/150) (U135) (U120) 14.75 11.45 8.1 4.75 1.45 T 4.88(16) (L/670) (L/350) (L1235) (L1175) (L/140) z` 23.15 23.15 23.15 23.15 23.15 23.15 23.15 23.15 23.15 23.15 �H 2.44(8) (U4305) (L12235) (L/1510) (L/1140) (L1915) (L/765) (U655) (U575) (L/510) (L/460) 23.15 23.15 23.15 23.15 23.15 23.15 23.15 23.15 23.15 23.15 2.74(9) (U2980) (L11545) (L/1045) (L1785) (L/630) (L/525) (L1455) (L1395) (L/350) (L1315) 23.15 23.15 23.15 23.15 23.15 23.15 23.15 23.15 23.15 22.2 3.05(10) (02150) (L11115) (U750) (L/565) (U455) (L/380) (U325) (U285) (0255) (L/230) 23.15 23.15 23.15 21 18.55 16.05 13.6 11.15 8.65 6.2 3.66(12) (U1220) (L1635) (L1425) (L/320) (L/260) (U215) (U185) (L/160) (L1145) (L/130) s 20.3 16.95 13.55 10.2 6.8 3.4 0.05 _ 4.27(14) L/760 L/395) (L/265) (L/200) (L/160) (L/135) (L/115 s 13.55 9.1 4.7 0.25 4.88(16) (L/505) (L/260) (L1175) (L/130) �x t 23.15 23.15 23.15 23.15 23.15 23.15 23.15 23.15 23.15 23.15 2.44(8) (02870) (01490) (L/1005) (L1760) (L/610) (L/510) (U435) (U380) (U340) (L/305) 2.74(9) 23.15 23.15 23.15 23.15 23.15 23.15 23.15 23.15 23.15 22.95 (L/1985) (L/1 030) (L/695) (L/525) (L/420) (L/350) (L/300) (L1265) (U235) (L/210) 23.15 23.15 23.15 23.15 23,15 23.15 21.3 18.75 16.25 13.7 3.05(10) (U1430) (L1740) (L/500) (L1375) (L/300) (L/250) (U215) (U190) (U170) (L/150) 23.15 23.15 19.65 15.95 12.25 8.6 4.9 1.2 3.66(12) (L/815) (L/420) (L1285) (0215) (L/170) (L1140) (U120) (U105) 4.27(14) 18.5 13.4 8.35 3.3 -- -- -- -- (L/505) (L/260) (L/175) (L/130) 4.88(16) 11.15 4.5 (L1335) (L1175) -- -- -- -- -- -- -- - SG'25 4 mrn ;1 in 1 N'="9.2 45 psi 1 Specrfied.wmd pressures For ultimate limit states(ULS)'and serviceabildy limitstates{SLS),are determined in accordance with NBC Division B Article 4.1.7.3 ©2019 DRJ ENGINEERING,LLC PAGE 9 OF 15 TER 1904-03:TSTUDTM-CANADA-LIMIT STATES DESIGN 5.2.5.6 TstudTm used as headers in a wall have the following factored load capacities (Table 6). s TABLE 6. FACTORED LOADS FOR TSTUDTm AS HEADERS Factored;Header Load . 'INumberof Members Header Span,m(ft) 0.61 (2) 0.91 (3) 1.22(4) 1.52(5) 1.83(6) 2.13(7) 2.44(8) 2.74(9) f 5.23.5 2.6 1:4 0.8 0.5 03 02 M1O­L� � (L/1 026) (L/457) (L/257) (1-1240) (L/240) (L/240) (U240) (U240) 10.3 6.9 5.2 2.8 1.6 1.0 0.7 0.5 , (L/1026) (L1457) (L/257) (LI240 LI240 (L/240) (L/240) (LI240) 3 3 15.5 10.4 7,8 4.3 2.5 1.5 1.0 0.7 .. (L11026) (L/457) (L/257) (L/240) (L/240) (L/240) (L/240), (LI240) " 20.7 13.8 10.4 5.7 3.3 2.1 1.4 1.0 y � (U1026) (L/457) (L/257) (U240 L/240 L/240 ( ) ( ) (L/240) (L1240) A' 25.9 17.3 12.9 7.1 4.1 2.6 1.7 1,2 5 (L/1 026) (L1457) (L1257) (LI240) (L/240) (LI240) (L/240) (LI240) 31.0 20.7 15.5 8.5 4.9 3.1 2.1 1.5 (L/1026) (L1457) (L/257) (L/240 L/240 L1240 ) ( ) ( ) (L/240). (L/240) ' 36.2 24.2 18.1 9.9 5.7 3.6 2.4 1.7 (L/1026) (L/457) (L/257) (U240) (U240) (L/240) (L/240) (U240) Values limited to serviceability limit state(deflection). `,$J 254mrn 1t--l kN1rn='737.8:1b/ft 1 Table values are bas"ed on TstudTl of No.2 SPF lum6e:e., 2 Tablesvalues are basetl`on a load duration factor of 1,0 3.DeflecUen checks of L/360 for liveload'and U240 for total load are based on a live loadaq dead ioad'ra8o of 2:1'where,L`i"s equal;to the header span.,.' 5.2.6 For applications outside of the scope of the applicable code, consult the manufacturer's installation instructions or a registered design professional (RDP). 5.2.7 Where the application exceeds the limitations set forth herein, design shall be permitted in accordance with accepted engineering procedures, experience, and technical judgment. 6 INSTALLATION 6.1 Installation shall comply with the manufacturer's installation instructions and this TER. In the event of a conflict between the manufacturer's installation instructions and this TER, the more restrictive shall govern. 6.2 Installation Procedure 6.2.1 TstudTm is pre-assembled and designed to be used as a direct replacement of nominal 2"x4"(38 mm x 89 mm)solid sawn lumber, and in most cases, but not all, nominal 2"x6"(38 mm x 140 mm)solid sawn lumber, as wall studs, top and bottom plates, and headers. 6.2.1.1 For use as a 2"x6", design shall be permitted in accordance with accepted engineering procedures, experience, and technical judgment. In these cases, referenced design values as defined in Table 2 shall be used in accordance with CSA 086 Section 15.3 and Clause 5. 6.2.2 Install TstudTm in the same manner as solid sawn lumber, except as noted herein. 6.2.2.1 For the NBC Section 4.3.1 and Section 9.23, install in accordance with the provisions therein, except as noted in this TER. 6.2.2.2 For engineered design, walls shall be designed in accordance with the NBC, CSA 086, and the standards referenced therein using the material properties and design limitations as noted in Section 5. 6.2.2.3 Design of connections using TstudTM shall be in accordance with CSA 086. ©2019 DRJ ENGINEERING,LLC PAGE 10 OF 15 - TER 1904-03:TSTUDT"' CANADA-LIMIT STATES DESIGN 6.2.3 Anchorage: 6.2.3.1 Stand walls and set into correct position. Ensure anchor bolts in foundation penetrate the center of the foam in the TstudTm bottom plate. q 6.2.3.2 Place metal plate over anchor bolts and fasten with a washer and nut. Once nut is tightened and the wall has been sufficiently anchored tight to the sill plate, drive four(4)2'/z"#12 (0.216 dia.)screws (two [2] in each wood member) into the pre-drilled holes in the metal plate. 7 TEST ENGINEERING SUBSTANTIATING DATA 7.1 Compressive Load Testing of TstudTM, by Structural Building Components Research Institute (SBCRI) under contract with Qualtim, Inc. 7.2 Bending Tests of TstudTM, by SBCRI under contract with Qualtim, Inc. 7.3 Bending Tests of TstudTm Top Plates, by SBCRI under contract with Qualtim, Inc. 7.4 Some information contained herein is the result of testing and/or data analysis by other sources which conforms to relevant professional engineering law. DrJ relies on accurate data from these sources to perform engineering analysis. DrJ has reviewed and found the data provided by other professional sources to be credible. 7.5 Where appropriate, DrJ's analysis is based on design values that have been codified into law through codes and standards (e.g., NBC, NECC, CAN/CSA). This includes review of code provisions and any related test data that aids in comparative analysis or provides support for equivalency to an intended end-use application.Where the accuracy of design values provided herein is reliant upon the published properties of commodity materials (e.g., lumber, steel, and concrete), DrJ relies upon grade/properties provided by raw material supplier to be accurate and conforming to the mechanical properties defined in the relevant material standard. 8 FINDINGS 8.1 TstudTM insulated wall studs installed as framing members in walls, as described in this TER, are compliant with the codes listed in Section 2 and are approved for use as an alternative to nominal 2"x4" (38 mm x 89 mm)solid sawn lumber in all cases and 2"x6"(38 mm x 140 mm) solid sawn lumber in most cases for wall structural members. 8.1.1.1 For use as a 2"x6", design shall be permitted in accordance with accepted engineering procedures, experience, and technical judgment. In these cases, referenced design values as defined in Table 2 shall be used in accordance with NBC Section 4.1 and Section 9.23. 8.2 NBC Article 1.2.1.1. states: 1.2.1.1.Compliance with this Code 1)Compliance with this Code shall be achieved by a)complying with the applicable acceptable solutions in Division B(see Note A-1.2.1.1.(1)(a)),or b)using alternative solutions that will achieve at least the minimum level of performance required by Division B in the areas defined by the objectives and functional statements attributed to the applicable acceptable solutions(see Note A- 1.2.1.1.(1)(b)). 2)For the proposes of compliance with this Code as required in Clause 1.2.1.1.(1)(b),the objectives and functional statements attributed to the acceptable solutions in Division B shall be the objectives and functional statements referred to in Subsection 1.1.2.of Division B. 8.3 NBC Division C Section 2.3 includes additional guidance for alternative solutions. 8.4 This product has been evaluated in the context of the codes listed in Section 2 and is compliant with all known provincial, territorial, and local building codes.Where there are known variations in provincial, territorial, or local codes applicable to this evaluation, they are listed here. 8.4.1 No known variations ©2019 DRJ ENGINEERING,LLC PAGE 11 OF 15 TER 1904-03:TSTUDTA°-CANADA-LIMIT STATES DESIGN ro 3 v'� � oncxn�mona� 9 CONDITIONS OF USE 9.1 TstudTM complies with, or is a suitable alternative to, sawn lumber as permitted by the codes listed in Section 2, subject to the following conditions: 9.1.1 The maximum wall height for TstudTM is 3.05 m (16 ft). 9.1.2 Increases for duration of load shall be in accordance with the limitations of the applicable building code for sawn lumber. 9.1.3 Creep factors applicable to sawn lumber may be applied to this product, in accordance with the applicable building code. 9.2 Where required by the authority having jurisdiction in which the project is to be constructed, this TER and the installation instructions shall be submitted at the time of permit application. 9.3 Any generally accepted engineering calculations needed to show compliance with this TER shall be submitted to the Authority Having Jurisdiction (AHJ)for review and approval. 9.4 Design loads shall be determined in accordance with the building code adopted by the jurisdiction in which the project is to be constructed and/or by the designer(e.g., owner). 9.5 At a minimum, this product shall be installed per Section 6 of this TER. 9.6 This product is manufactured under a third-party quality control program with quality control inspections established by the governing legislation of the adopting province or territory, as described in NBC Volume 1 commentary on Conformity Assessment. 9.7 The actual design, suitability, and use of this TER,for any particular building, is the responsibility of the owner or the owner's authorized agent.Therefore, the TER shall be reviewed for code compliance by the AHJ for acceptance. 9.8 The use of this TER is dependent on the manufacturer's in-plant QC, the ISO/IEC 17020 third-party quality assurance program and procedures, proper installation per the manufacturer's instructions, the AHJ's inspection, and any other code requirements that may apply to demonstrate and verify compliance with the applicable building code. 10 IDENTIFICATION 10.1 The product(s) listed in Section 1.1 are identified by a label on the board or packaging material bearing the manufacturer's name, product name, TER number, and other information to confirm code compliance. 10.2 Additional technical information can be found at www.titanmanufacturi, ng_ca. 11 REVIEW SCHEDULE 11.1 This TER is subject to periodic review and revision. For the most recent version of this TER, visit drir"certification.org. 11.2 For information on the current status of this TER, contact DrJ Certification. ©2019 DRJ ENGINEERING,LLC PAGE 12 OF 15 TER 1904-03:TSTUDTm-CANADA-LIMIT STATES DESIGN APPENDIX A Mud Exam121e Calculation: betermine,the factored axial load for an 2.44 m (8 ft)Tstud of No. 2 SPF lumber spaced 610 mm(24"o.c.) and subject to a specified wind pressure of 2.80 kPa(ULS)and 2.1 kPA(SLS). s:=610 mm "stud spacing" p„r� =2.80 kPa "specified wind pressure,ulttnate limit stake” p61s'=2J kPa "specified wind pressure,servicadaility linin::state" u1:=1.4•p,,t,•s=2391. N "factored windload" M .Material PPOnerties of Tslud:. The material properties of the No. 2 SPF Tstud are given in Table 2 of the TER. J"-11.5Wa f,:=5.5Wa f :=5.3Wa AS:=2215 N•m 1/,:=2630 N F1:=86900 N,M2 El,rr,:ra =75600 N•m'' E:=9646 Wa E,)r,: 0.87•E=8392 MPa 1:=9005799 mm-' Section Properties of Tstud: dl:=1.5 in=38 mm ",.yule face dirnensicnr" (4:=2.5 in=64 MM "murow face dimension" A:=d,•(2•d..,-17.5 mm)=4172 mm2 "net section area" h:=8 ft=-2438.40 mm "height of Tstud" d:=5.5 in=140 mm "effec:tive depth of slald" Bending Moment Resistance: q5-=0.90 Kp:=1..1.5 4;shurt ter`rn" 1C11:=1:01: "system factor for SC.L in a load-sharing system" 1i 5b:=1..0 •=1)(',nding at ext:rerrle fiber,dry service condition" K,,.:=1.0 "tarrtxeated" P1,s:=.fb•S-(rc„•K„•xsj .-KI) 2649 N-m Kzt,=1..4 "size factor in bending" Kr:=1 "lateral stability factor assurrring lateral Support" ill,.:= FtS•K�1,•K1,=3338N•m "Merulirigrrrurrreni;resistrrrrce" ©2019 DRJ ENGINEERING,LLC PAGE 13 OF 15 TER 1904-03:TSTUDTM-CANADA-LIMIT STATES DESIGN m saxc�eM, C;omar.ssiv.R asistal3Parallel to Qrain: 95-0-80 k,:=1.00 "effective length factor, Kl):=1.00 "standaaxd te-nn" h :=1..00 `compression parallel to gratin,dry service condition" KT.=1.0 "cirrtreated", F,::=f,—U(n4,,y-K,j.) 11.5 MPO, compres5iors p<�r<�fle1 to 1;rain" L,.:=:ILe'It 2438 mm "effective length" C(-.:=—=1.7 -slenderness ratio" td k5r:=1.0 "lV OE.dry service condition" Ttc = 1.0 {).£l<3 "slenderness factor" `;7~art k,r7 •Ita•. .Ic 1l: `F,-A-K(,-K7 =31701 i lY "factored coiupre5sh,e resistor ce parallel to grain" Compressive Resistance Peroendiewlar to Grain: 0:=0.80 K1,):=1..010 "stmidard term" ky:=1.0 '`clay service conditions- K1::=1.0? "untreated", F,,,): r c:y'{Kr)'K5`!h'i') Aj,:=2-cda-cd2="39InM2 "bearing .K 1..:13 "Ieirt;t;h o:f beari g factor" K71-1)=1 ",sire of bearing factor" Q,-=0-F;.7;-A, -KFi-k"7,r-23183 N "factored compressive,resistance perpoidicular to grin" ©2019 DRJ ENGINEERING,LLC PAGE 14 OF 15 t TER 1904-03:TSTUDTM-CANADA-LIMIT STATES DESIGN Ch-ck Resisjance Resistanceto Combin d S pndinq and Axial Load: 1'.r:_1.6.35 �=I6 350 N `�trLt;t:•t)I'f',tl cl7iiiLi IQtul )Eul'Table 4,selected torf'.S1i1';in a ihD7 t")1,I.:tl" .p":=7T27'!.� 'r., ?r}=231.83.1 "E;llef:k 1'()T'f'r,Lllll'E;1I)compression1')f'I`1)E?IlEll(:.11%LI'tC).�f3.�}`Rll�i I-„- yia (al�• �'} _ 111,:- 1717N•7n "factored Inc>Inent frcnnwind” 8 P" Check I�eflec#ion Limit: "{Z?gas•s}",ha !� -= 6.786 mm (lE f ection" 384•EI ka 59 > 240 OK ZA Summary of Qasigo Calculations for Tstud: The Tstud has a calculated axial load capacity of 23.2 kN for 2.44 m(8 ft)Tstud of No. 2 SPF lumber spaced 610 mm(24"o.c.)and subject to a wired pressure of 2.80 kPa.The axial load is limited by the compression strength of the Tstud member under combined axial and wind loading. ©2019 DRJ ENGINEERING,LLC PAGE 15 OF 15 6300 Enterprise Lane Madison,WI 53719 608.310.6722 a drjengineer'rng.org EtVG1NEERING LLC June 4,2019 Mr. Brian Iverson President Roosevelt Energy, LLC 14048 Terrace Rd NE Ham Lake, MN 55304-6746 brian@rooseveltenergy.com 612-290-6199 Mr. Iverson, This letter is to support the R-Value of the T-Stud'",a structural insulated wall stud. Please see Table 1 for the T-Stud'" R-Value. Table 1.R-Value of T-Stud'" hr*ft2 * F T-Stud'"' 20.0 BTU This value is for the T-Stud'""only and not a wall assembly.The value was calculated per IECC Section R402.1.3,which states, "insulation material used in layers...shall be summed to compute the corresponding R-value."Therefore,the parallel path method was used;the stud was segmented into three parts,the R-value of each was calculated,and then the R-values were added together based on the weighted average of each area. For this analysis,one-dimensional heat transfer with no generation was assumed,and all thermal resistances were conduction. Contact resistances were considered negligible,and convection was ignored.The equation for the thermal resistance from conduction through a plane wall is as follows: L Rcond,pw = k*Ac L is the thickness parallel to heat flow,k is the conductivity of the material,and Ac is the cross-sectional area perpendicular to heat flow.The conductivity of the wood was calculated using the following equation [1]. K =S(1.39+0.028M) + 0.165 S is specific gravity and M is the moisture content.A moisture content of 8%was used based on the recommended average moisture content for interior use for the majority of the United States[2].The stud is Spruce-Pine-Fir(SPF)with a specific gravity of 0.42,and the dowel is Aspen or similar with a specific gravity of 0.39 [3].See Appendix A for calculation details. 19-DrJ-0048 Tstud R-Value Letter ANSI ISO/IEC 17065 Accredited Product Certification Body and Professional Engineering Firm Signed,Sealed and Delivered When Needed Works Cited [1] J. MacLean, "Thermal Conductivity of Wood,"Forest Products Laboratory, 1941. [2] Forest Products Laboratory,"Wood Handbook--Wood as an Engineering Material.General Technical Report FPL-GTR-190," Forest Products Laboratory, Madison,2010. [3] American Wood Council,"National Design Specification(NDS)for Wood Construction with Commentary,"American Wood Council,Leesburg,2018. Please contact any one of our team members below or reach us at dricertification.org/contact-dr]if we can further help in any way. Prepared and Respectfully Submitted by: i Jessica Clark, EIT Mechanical Engineer 608-310-6704 Reviewed and Respectfully Submitted by: Larry Wainrightti�t Vice President,Technical Services { �� 608-310-6742 � "m �Ilee Reviewed and Respectfully Submitted by: 50149 1�T- Kirk Grundahl, P.E. 0 � p President ger 11 , % oO 608-310-6739 06/04/2019 Engineer Final Comments: The scope of this evaluation did not include a detailed examination and analysis of structural components making up a complete building design or any site-specific installation issues that may present.This evaluation is limited to the specific analysis undertaken in this letter.This evaluation did not include any testing.No representation or warranty is expressed or implied by this report that the subject is free of manufacturing conditions, design conditions,installation issues,or any other issues to which Dd staff are not privy.Information or data that becomes available at a later date may justify modifications to this letter. R-Value of T-StudT. Page 2 of 5 June 4,2019 ANSI ISO/IEC 17065 Accredited Product Certification Body and Professional Engineering Firm Signed,Sealed and Delivered When Needed Appendix A Length through T-Stud: L41e,j,=-1.5 in=0.125 ft "di,.,04iiico of he,�It traxisfer through Mxld 11 T6 in=0,057 ft "diameter of dowel" ed,Mel=atall 5,5 47.726 deg "angle of dowel in T—Stiid" LaIrkem"I =0.077 ft "IMIgth Of ller,Vt tF;-InNfer t1irmigli dowel" L jo,"k-o'd.v. ." in=0.208 ft "length of trarisfer throtigh foatm only" L T fm m­I— _,1,d.,,..I=0 :1.31 ft "length of I'teat transfer thrmigh fbani before/after dowel" Conductivity: Slit.,,j,=0.42 ",specific gravity cif PF" 4n-.ioisWre content., VP (1.:3f1-+m0.02 +(1.1.(a) O.S 3 k4,,,jz=k,- BTU in _0,07 BM Lcalctdavted thernial midnetivitv of said"hr-ft' -F hr-ft-F All.r...-O-150 BTU yin =0.013 BTU "highe,,qt(,-ondut,-,tivi ty of BASF foain" hir-ft" -F hr-ft-,F 0-30' "specific gravity ofAspeii" Moistlare content, 1% kd (S (1.319+0.028- rJ +0.1.65)0.794 BTU-in BTU h11daj,,j;=kd, , , =O.066 calctilatned theal midtictivitv of dowel' hr-ft -P hr-ft--F R-Value of T-Studl- Page 3 of 5 June 4,2019 ANSI ISO/IEC 17065 Accredited Product Certification Body and Professional Engineering Firm Signed,Sealed and Delivered When Needed Cross Sectional Area and Dimensions: lkiavvle:-1 ft "sample height for atialysis" IvRa"Iple =2.5 in=0.208 ft 'width of T—Stiid" A =:0.20,9 ft' "Grosssection,,d area.of saii1ple,Dort. to heat traiisfor" Sample �soirnple, ser'np 0 Alih,d*=41.1irple,Tmvlple=0.208 ft2 crosssectioilaJ area of stud,perp. to heat tra-nsfer" 2 0.029 ft radius,of dowel Ado.j:=2- 7r.�ddowel in 0.007 ft-' "tivo dowels cro.". the foam as ellip,"ie per fool"of.",11A.1d" 2 2 A 1 in*W,.4-vrq)te=0.0 35 ft-' "cross sectioiial area witli offly A AAw0Cf t foaiii" — i�x( 2mIll— df:O,= I "crosssectimialareaoffoaji.ii.iexttod owels" R-Value of T-Stud- Page 4 of 5 June 4,2019 ANSI ISO/IEC 17065 Accredited Product Certification Body and Professional Engineering Firm Signed,Sealed and Delivered When Needed Thermal Resistance: 8,54 2 BTU 6:3,04 5 (hr P) k,fooD.I.Af6ont BTU Rrond drnvpl'7- L(ky?ixr =1,F)5.9 4 6 hr-.F) q B7Tr Lfanjody ;;--480 k"f((IT7, A,f(-),jyj_()jjjy B7V R-Value: R, 0,j*A,jjj' =1.5.201. (hr-ft2 p) + +(R,(.-(m dowd d V BTU '-path t1ii-on1i t1le dowel allyl,urroundhlg foarri" hr-ft2 .LA rdut,May: (R brj5t?gAj*As I,(,)+(R,610_rwvst only.A.ft.,mine, cw1ji)+ R. 4',1..j. =20.226 ( I CCIMI .S?Uff. . ) BTU "Path (-,lirough tbefoaiin mily sectioiC Pik A 0.16 7 `"percent area of fown offly section" srar�p PA joam API)jjovt =0.797 �4percent area of fcmni,.-tround dowel" A11.111111 A,,jojj,,j pY1�ax, Awva�w =0.036 "perceiit area of dowel" +PA-ftxmt+Pp A-dowpl I clleck of percent,areai q" hr-ft Rialal (14-1,oarjz-wilv'kubuc---) + (14-jfiofim'Rvaluc,-2) �' Ajkyuwl,pen aJc-1) =--20.045 BTU "TOTAL R.-VALUE" R-Value of T-Stud- Page 5 of 5 June 4,2019 CERTIFICATION AM 15011EC 17055 Product Certification Body August 8, 2017 Mr. Brian Iverson Patriot North America, LLC 12698 Industrial Blvd. Suite B, Door 10 Elk River, MN 55330 Dear Brian, As of July 21, 2017 DrJ Engineering LLC completed TER No. 1603-06,which certifies that TstudTM is compliant with the building codes referenced in Section 2 of the Technical Evaluation Report(TER). The scope of the certification covered is as listed in Section 3 of the TER, and the term of the certification expires at the end of the day noted on the TER as the"Subject to Renewal" date. In order to maintain your certification, a copy of your quality control manual must be sent to DrJ if it is edited or updated. Likewise, any changes to the design, manufacturing process, ownership, or structure, concerning code acceptance, must be incorporated into your accepted documents and submitted to DrJ for review. Further, inspection reports must also be submitted to DrJ as outlined in the approved surveillance program at the following frequency: Quarterly Per ISO/IEC 17065, DrJ shall exercise the control as specified by the certification scheme over ownership, use, and display of licenses, certificates, marks of conformity, and any other mechanisms for indicating a product is certified. Learn more about approved use of DrJ's certification mark. An annual review is scheduled for Quarter 3 of 2018. We will post the completed TER on DrTs website, http://www.drocertification.org/content/7/tstudtm Respectfully Yours, yp-mv , Kara Meverden Customer Support Manager Questions? Contact DrJ Engineering, LLC at 608-310-6734 or visit driengineering.orq for more information. CERTIFICATION 1 ISOAEC 5765 Product Certification Bods• February 19, 2019 Mr. Brian Iverson Tstud 12698 Industrial Blvd NW Elk River, MN 55330 Dear Brian, There are times when there is confusion in the market with respect to the acceptance of code defined research reports (IBC 1703.4.2).This confusion is understandable, because IBC Section 1703 is packed with requirements.To provide insight into this section of the building code, refer to SBCA's commentary on the subject. A research report is commonly referred to as an "ICC report,""certification,""evaluation report,""product approval,"or"code compliance report."The building code requirement is that the reports must be written by an approved source (IBC 202).Accredited Product Certification Bodies are approved sources with the end goal of"certified once-accepted anywhere,"as the attached letter from ANSI attests: All Product Certification Bodies that are accredited by ANSI are required to adhere to the same ANSI assessment requirements in accordance with International Standards and ANSI accreditation requirements.ANSI provides a directory of all Product Certification Bodies that have been accredited under ISO/IEC 17065.Each certification body listed provides services in their areas of expertise as defined by their"Scopes of Accreditation".ANSI's objective is to"promote consistency and demonstrate equivalence of assessments via mutual recognition based on peer review and to reduce multiple audits and remove barriers to trade in working towards the goal of"certified once —accepted everywhere." Why is this important?The overall aim of certifying products, processes or services is to protect a company's intellectual property, as the Federal Trade Commission requires all professionals do, and give confidence to all interested parties that a product, process or service fulfills specified requirements.The value of certification is the degree of confidence and trust that is established by an impartial and competent demonstration of fulfillment of specified requirements by a third-party or a professional engineer(i.e. the same confidence that is provided by sealing construction documents). Accredited Product Certification Bodies most often referenced as providers of"ICC reports"are listed in the ANSI director as follows: # Organization ID 30 Dr.1 Ergint:eri€i;,.L.LC 1131 42 IAPM0 Uniform Evaluation Service 0675 43 ICC Evaluation Set-vice,I..L.0 1000 76 UL LLC: 0198 DrJ's listing is among these accredited organizations, where DrYs accredited scopes focus on building materials, systems or methods of construction related to the building envelope and structural framework. DrJ's accreditation through ANSI shows that DrJ meets all of the ISO/IEC 17065 requirements, is accredited to perform certification services, and is to be accepted as equivalent to the"ICC reports" provided by other accredited organizations. Thank you for working with DrJ.We look forward to continuing to provide all of our customers with the innovative and professional services they have come to expect. Respectfully Yours: Larry Wainright Vice President 608.310.6742 6300 Enterprise Lane • Madison WI 53719 • 608-310.6748 • drjcertificaiton.org UL , March 17, 2016 Mr. Brian Iverson Roosevelt Energy Technology 14048 Terrace Road NE Ham,MN 55304 Our Reference: SV30562/4787319376 Subject: Report Of Surface Burning Characteristics Tests On Samples As Submitted By Roosevelt Energy Technology Dear Mr. Iverson This is a Report summarizing the results of a test conducted under a preliminary investigation identified as Assignment No. 4787319376. GENERAL: Preliminary investigations are initiated to obtain information with respect to a product or products prior to submittal to UL LLC (UL) for Investigation, Classification and Follow-Up Service. This Report does not constitute evidence of such a submittal to UL. The results relate only to items tested. METHOD: Each test was conducted in accordance with Standard ANSI/UL723, Tenth Edition, dated September 10, 2008 with revisions through August 12, 2013, "Test for Surface Burning Characteristics of Building Materials", (ASTM E84). The test determines the Surface Burning Characteristics of the material, specifically the flame spread and smoke developed indices when exposed to fire. UL LLC 333 Pfingsten Road,Northbrook,IL 60062-2096 USA T:847.272.8800/F:847.272.8129/W:U L.com The maximum distance the flame travels along the length of the sample from the end of the igniting flame is determined by observation. The Flame Spread Index of the material is derived by plotting the progression of the flame front on a time-distance basis, ignoring any flame front recession, and using the equations described below: A. CFS = 0.515 AT when AT is less than or equal to 97.5 minute-foot. B. CFS=4900/(195-AT)when AT is greater than 97.5 minute-foot. Where AT=total area under the time distance curve expressed in minute-foot. The Smoke Developed Index(SDI) is determined by rounding the Calculated Smoke Developed (CSD) as described in UL 723. The CSD is determined by the output of photoelectric equipment operating across the furnace flue pipe. A curve is developed by plotting the values of light absorption (decrease in cell output) against time. The CSD is derived by expressing the net area under the curve for the material tested as a percentage of the area under the curve for untreated red oak. The CSD is expressed as: CSD=(Am/Aro) x 100 Where: CSD=Calculated Smoke Developed Am=The area under the curve for the test material. Aro=The area under the curve for untreated red oak. SAMPLES: The samples utilized in this investigation were neither prepared nor selected by a Laboratories' representative such that no verification of composition can be provided. Sample Description Test No. System 1 Wood Studs with foam core Each test sample consisted of four 5.5 in wide boards screwed together then butted end-to-end to form the required 24 ft. long surface. Each test sample was supported by 2 in. hexagonal poultry netting supported by 1/4 in. diameter steel rods spaced 2 ft apart. RESULTS: The results are tabulated below are considered applicable only to the specific samples tested. Data sheets and graphical plots of flame travel versus time and smoke developed versus time are also enclosed. Table 1: Test Summary FSI CSD CFS Flame Calculated SDI Smoke Test Calculated Spread Smoke Developed No. Test Code Sample Description Flame Spread Index Developed Index 1 03161610 Wood Studs with foam core 23.72 25 413.6 400 The Classification Marking of UL on the product is the only method provided by UL to identify products which have been produced under its Classification and Follow-Up Service. No use of a Classification Marking has been authorized as a result of this investigation. Since the anticipated work has been completed, we have instructed our Accounting Department to terminate the investigation and invoice you for the charges incurred to date. Should you have any questions, please contact the undersigned. Very truly yours Reviewed by: John Wiesner James Smith Engineer Staff Engineering Associate Building Materials & Systems Building Materials & Systems Project: 4787319376 File: SV30562 TestCode: 03161610 Tested by: ABRAN GARCIA Engineer: JOHN WIESNER Date: 2016-03-16 TEST METHOD: The test was conducted in accordance with UL 723,Tenth Edition. Client Name: Roosevelt Energy Technology Test Duration 10 minutes Test No.: 1 Hot Test: No Mounting: Rods&Wire Test Type: Developmental Burn-Out Required: No Test Sample: Wood Studs with foam core FLAME SPREAD RESULTS Flame Spread Data Distance Time Distance Time (Feet) Sec Feet Sec Ignition 8 3 78 0.5 14 3.5 98 1 32 4 114 1.5 38 4.5 1 1 180 2 44 5232 2.5 56 5.5 286 Calculated Flame Spread(CFS): 23.72 Flame Spread Index(FSI): 25 Time to Ignition(sec): 8 Maximum Flame Spread(ft): 5.5 Area Under the Flame Spread Curve(ft.-min): 46.1 SMOKE RESULTS Calculated Smoke Developed(CSD): 413.6 Smoke Developed Index(SDI): 400 Area Under the Smoke Curve(Obs-min.): 328.57 Area Under Red Oak Curve(Obs-min.): 79.45 Post-Test Observations Char(Feet From Burner): 9 ULS-00723-BIKT-DataSheet-2001 Form Issued: 2004-01-28 Form Page 4 Form Revised:2007-15-10 Form Copyright©2012 UL LLC Only those products bearing the UL mark should be considered as being covered by UL Flame Spread / Smoke Results Roosevelt Energy Technology Wood Studs with foam core 100 oh��uratfon tF1ame_5pr_ad_ -T 20 90 18 80 16 70 14 60 12 a o 50 10 CL u � '0 40 8 r 30 6 20 ..__. ...--...__... __._ _.._.. _.............._....._....__..._.._...._._.._.._._....._.........__..__....--............_. - ........._...._....._ __....-.._...__...... 4 10 ... _.... — —...._....._.......................................-........_. 0 1 2 3 4 5 6 7 8 9 10 i Time(Minutes) Test Num.: 1 Flame Spread Index: 25 SV30562/4787319376 Smoke Developed Index: 400 03161610 Max.Flame Spread(ft.): 5.5 `/fir®c�ressi venineerin , enc. ASTM D4761 Axial Compression Test Date: 2/25/2016 Temp.(°F): 70 Client: Roosevelt Energy Rel.Humidity(%): 32 Specimen: 24" Tstud (2x6) consisting of two (2)2x3 chords laid flat-wise and separated with a two-part polyurethane foam adhesive for an overall depth of 5-1/2". Mechanical fasteners were driven thru each chord at varying angles connecting the two(2)chords. The end fasteners heads were kept approximately 4"inset from each end. Sample No. Short-1 Short-2 Compressed Compressed` -i Load, - ' Di"stance,.,r, Load,.. ° �' Distance :e:(Ilif):• .;(itij (Ibf) {in 0 0.000 0 0.000 2,030 0.076 2,010 0.094 4,150 0.091 4,130 0.107 6,130 0.101 6,010 0.1=15 8,130 0.110 8,020 0.122 10,050 0.118 10,210 0.128 12,240 0.126 12,150 0.134 14,190 0.133 14.330 0.141 16,020 0.140 16,390 0.147 18,010 0.146 18,040 0.152 20,200 0.153 20,200 0.159 22,300 0.160 22,500 0.166 24,100 0.166 24,100 0.171 26,100 Q172 26,100 0.177 28,300' '0.180 28,500 0.185 30,100 0.186 30,200 0.191 32,100 0.193 32,200 0.198 34,200 0.202 34,100 0.205 Ultimate: 38,600lbf 0.230 37,900lbf 0.223 Failure Mode: The 2x3 split around one of the nails near one end and then bent in the direction of the other 2x3 until it Short-1 broke in bending. The foam pulled away from the W. The 2x3 split around one of the nails near one end and around a knot on the other W. The stud remained Short-2 together, but crushed at the failed locations. 1 of 6 PEI Project No. 2016-252 `fir®cressive ngineerin enc. Roosevelt Energy, LLC Axial Compression Test on Tstud Short Specimens Load vs. Displacement 45,000 j 40,000 i 35,000 -----}-----------— .._...---I--- _ -- I I Short-1 30,000 – — – -- —I I Short-2 f 25,000 ----- - -- -- --- - - - i .c 20,000 _.– ------ -------- ----- _ -J 15,000 ------ --- -._::.''._... ---- --�-- -- 10,000 5,000 -- ------I------;_ - --- - - -------- { 0 I 0.000 0.050 0.100 0.150 0.200 0.250 0.300 Displacement(in) 2 of 6 PEI Project No. 2016-252 ./`A--rog►ressive Engineering .51nc. Axial Compression-Short g 4 6• S� ' �VI� �:.: � �f 3V`VIII V+�4R y4 e4• y, kIX V Test Setup Sample No. Short-1 after maximum load f^; 4 ' ,a s a Sample No. Short-1 Failure Sample No. Short-1 Failure 1 A. ,•;,„f Sample No. Short-2 Failure Sample No. Short-2 Failure 3 of 6 PEI Project No. 2016-252 `1�r®gressive (F-7ngineedim, enc. ASTM D4761 Axial Compression Test Date: 2/26/2016 Temp.(°F): 70 Client: Roosevelt Energy Rel.Humidity(%): 32 Specimen: 115.25' Tstud (2x6) consisting of two (2) 2x3 chords laid flat-wise and separated with a two-part polyurethane foam adhesive for an overall depth of 5-1/2". Mechanical fasteners were driven thru each chord at varying angles connecting the two(2)chords. The end fasteners heads were kept approximately 4" inset from each end. Additionally,two(2)2x6 No.2 SPF, 115.25' long, were tested at the same time for a direct comparison. Stud Length: 115.25" Sample No. Long-1 Long 2x6-1 Long 2x6-2 OomOressed Compressed'• Compressed Load Distance Load Dtstaance Load- Distance (Ib fn (Ibf) in. _..,..(Ib irt).,.. ...= 0 0.000 0 0.000 1,217 0.000 1,202 0.003 1,438 0.000 1,410 0.012 1,659 0.001 1,652 0.025 1,837 0.006 1,850 0.037 2,031 0.011 2,016 0.049 2,282 0.019 2,203 0.055 2,425 0.024 2„45.1,, 0.053 2,622 0.031 ;2;610' 0.053 2,825 0.035 2,829 0.054 No deflections recorded 3,157 0.0433,029 0.058 3,363 0.045 3,218 0.063 3,573 0.047' 3,422 0.070 3,772 0.051 3,625 0.075 3,986, 0.055 3,834 0.080 4,192; 0.060 4,008 0.084 4,268 0.061 4,217 0.088 4,473 0.063 4,413 n/a Ultimate: 12,665lbf n/a 4,4911bf n/a 4,251lbf --See attached chart for more displacement readings. Failure Mode: The Tstud buckled out-of-plane in the weak-axis direction. Deflection gauges were removed at 10,000 Ibf to Long-1 prevent damage. The lumber buckled out-of-plane in the weak-axis direction. Deflection gauges were removed at 4,000 Ibf to Long 2x6-1 prevent damage. Long 2x6-2 The lumber buckled out-of-plane in the weak-axis direction. No deflection gauges were used for this test. 4 of 6 PEI Project No. 2016-252 `�i-®ciressive mgincerihg .enc. Roosevelt Energy, LLC Axial Compression Test on Tstud Long Specimens Load vs. Displacement 14,000 i Long-1 Gauge#1 12,000 Long-1 Gauge#2 I i Long-1 Gauge#3 10,000 -- - -----� --- ------ --- i ———— Long 2x6- � 1 8,000 - ---- ---- ----- ' - ,: =---- --—— Long 2x6- 1 Gauge #2 ——— Long 2x6- 6,000 - - -- #3 auge c 13 t. �— W 0 4,000 ?_ 2,000 - - - -� i I 0 0.000 0.200` 0.400 0.600 0.800 1.000 1.200 Displacement(in) Gauge#1 -Measured the change in length of the test sample Gauge#2-Measured the out-of-plane (lateral) movement with the strong-axis of the member at the center. Gauge#3-Measured the out-of-plane (lateral) movement with the weak-axis of the member at the center. 5 of 6 PEI Project No. 2016-252 `Jrogressi ve (Enqineerina .enc. Axial Compression-Long #2 #3 Deflection Gauges #1 noted Test Setup Test Setup Sample No. Long-1 Failure Sample No. Long 2x6-1 Failure � 3 Sample No. Long 2x6-2 Failure 6 of 6 PEI Project No. 2016-252 DINOVSor�� USG JU rn1N EST. 1902 Corporate Innovation Center A�Sro�pa'� Construction Systems Lab cS' QUkWpR40a7,4QT 700 North Highway 45 CO Libertyville, IL 60048 USG Testing Services TEST REPORT ASTM E90-09 "Standard Test Method for Laboratory Measurement of Airborne Sound Transmission Loss of Building Partitions and Elements" Prepared for: Project No: RETEC-030316 Roosevelt Energy Report No: Wall STC -160306 Technologies, LLC 14048 Terrace Road NE Date Submitted: 5/11/2016 Ham Lake, MN 55304 Date Tested: 3/14/2016 Attn:Mr. Brian Iverson Introduction This document contains ASTM E90-09 test results of Roosevelt Energy T-Stud wall assembly. 'Prepared By: Authorized BV: David Moyer Joe Chambers Senior Researcher Director of Innovation Services Summary of Results Summary of Test Results Test Number Specimen STC Wall STC-160306 Single Layer 5/8" Firecode Type X source side, 42 T-studs, R-21 insulation, Single layer 5/8" Firecode Type X Receive side This rk-p ort contin's ton 10(10)pages,indu inn the cover shed'.= ny rirt orm;to, okerations of,or vnoutharized use of excerpts-from th s t"rport are expsrr;.e.- y, £7rbidd . L3-SG C:orporwe lnnovador,Cre itef, 700 N. Highway 45, Uber yviik IL 6004 Page 1 of 10 1. TITLE ASTM E90-09 (Standard Test Method for Laboratory Measurement of Airborne Sound Transmission Loss of Building Partitions and Elements" testing of a T-Stud wall assembly system. 2. OBJECTIVE To determine the Sound Transmission Class (STC) and the frequency specific Airborne Sound Transmission Loss of a T-Stud wall assembly system. 3. TESTED FOR Roosevelt Energy Technologies, LLC 14048 Terrace Road NE Ham Lake, MN 55304 4. TESTING ORGANIZATION USG Testing Services USG CORPORATION Corporate Innovation Center 700 N US Highway 45 Libertyville, IL 60048-1268 5. TESTING PERSONNEL Laboratory Manager: Joe Chambers Test Conducted By: David Moyer 6. REFERENCE STANDARDS ASTM E90-09 Laboratory Measurement of Airborne Sound Transmission Loss of Building Partitions and Elements ASTM E413-10 Classification for Rating Sound Insulation 7. CALIBRATED TEST EQUIPMENT Microphone: Bruel & Kjaer Type 4942 C 1 SN: 2689204 Bruel & Kjaer Type 4942 C 1 SN: 2741257 This report cant£ins tern 10(10)pages,including the coversheet.Any C#ddifians w, Ialterotions qf, -or u,nawfiorimd use of excerpts from this remirt are express1Y farbidden USG Corporate_ dvttioi Center, 700; 4. "!Y vv3Y 4�. �: ,ert3V! E, i�L0 n 8 Page 2 of 10 8. TEST SPECIMEN The test specimen assembly was a T-Stud wall assembly installed inside the laboratory's filler wall. The framing consisted of five (5) T- studs installed 610 mm (24 in) on center. The T-studs are a manufactured component consisting of two (2) nominal 38 mm (1.5 in.) by 64 mm (2.5 in.)wood studs connected with steel pins and separated with a 60 mm (2.38 in.) closed cell foam filled cavity. The wall was framed with all studs screwed to the T-stud top and bottom plates using two (2), 76 (3 in.) long Type S screws at each end. Each plate was attached to the test opening with a 100 mm (4 in.) long Type S screws at each end. Total weight of the framing, as measured, was 34.3 kg (75.7 Ibs).AII cavities were filled with 140 mm (5.5 in) thick R- 21 unfaced fiberglass insulation. The total weight of insulation was 10.0 kg (22.0 lbs). On both the source and receive side of the wall, a single layer of 5/8" SHEETROCK® Firecode Type X Gypsum Panels was attached vertically with 29 mm (1.12 in) long #8 Type S screws spaced 305 mm (12 in) on center in the field and 203 mm (8 in) on center at the perimeter. Total weight of the gypsum panels, as measured, was 148 kg (327 lbs). All joints and seams were staggered. Joints were sealed with acoustical caulk and metal tape. Screw heads were covered with metal tape. Perimeter was sealed with dense mastic. The specimen was placed directly in the laboratory's nominal 2.44 m (96 in.) by 2.74 m (108 in.) test opening and was sealed on the periphery (both sides) with dense mastic. The total weight of the specimen as measured was 207 kg (456 lbs), an average of 30.9 kg/M2 (6.3 lbs/ftz). The transmission area used in the calculations was 6.69 mZ (72.0 ft2). Additional details and photos regarding the test specimen and environmental conditions are provided in the appendix. . 9. TEST SPECIMEN CONSTRUCTION All tests samples were constructed by USG personnel. 10.TEST SPECIMEN CONDITIONING The test specimens were conditioned in the laboratory prior to testing. Average environmental conditions of the lab are 65 degrees F and 50 % RH. 11.TEST SETUP The specimen was installed in a reduced opening of the full 9 ft. high by 16 ft. wide wood lined opening of an isolated partition between two large reverberant chambers. The periphery (both sides) was sealed with a dense mastic. The source room volume was 4542 ft3 and the receive room volume was 7236 ft3. This report contains ten I (YO)papas,inch ding the cover Sheet,Any additions to, alterations of,or unauthorized use of excerpts from£his report are c,%-pre Earl,€"idea. U G Ccrpora€e hlnrjv,tlon"`enter, "100 N, 1 45, U bertyville, 1L 60048 Page 3 of 10 12.TEST PROCEDURE The measurements reported below were made with all facilities and procedures in explicit conformity with the ASTM Designations E90-09 and E413-10, as well as other pertinent standards. The USG Acoustical Testing Facility has been accredited by the U.S. Department of Commerce, National Institute of Standards and Technology (NIST) under the National Voluntary Laboratory Accreditation Program (NVLAP)for this test procedure (NVLAP Lab Code: 200132-0). A full description of the measurement procedure is available separately. The transmission loss values are measured for a single direction of measurement. 13.TEST RESULTS Summary of Test Results Test Number Specimen STC Wall STC-160306 Single Layer 5/8" Firecode Type X source side, 42 T-studs, R-21 insulation, Single Layer 5/8" Firecode Type X receive side 14.CONCLUSION Based on the data obtained from this test, an STC of 42 can be obtained from a wall assembled per Section 8 of this report. 15.TEST DATA Test data has been attached to this report as 'Data Report', 3 pages. This report contains ten 10(10)iia€e ,including the cover sheet.Any additions to, alterations of,or unouthari ed use of excerzats froAm this report are expressly forbidden. USG Corporate Innovai.tion Center; 700 N. € ighway 45.. Libertyville, IL 60048 Page 4of10 USG Testing Services Corporate Innovation Center 700 North Highway 45 • Libertyville, IL 60048-1296 • (847) 970-5200 DATA REPORT ai ' r� r 3 x. � �6� @ 3R �& t ( g 8 ! b 3 I 8 a r -�'� Test Date: 3/14/2016 Test Number: Wall STC- 160306 Client: Roosevelt Energy- Brian Iverson Project: RETEC-03031'6 Test Operator: Chester Chatman Sample ID: Sample 3 Sample Description:ISingle Layer 5/8" Firecode Type X source side,T-studs, R-21 insulati Sample Physical Details: Thickness: 6.75 in Length: 96.00 in Weight: 455.6 Ib Height: 108.00 in Specimen Area: 72.0 sq. ft Filler Area: 72.00 sq. ft Area Weight 6.3 PSF Detailed Description: The framing consisted of five (5) T- studs installed 610 mm (24 in) on center. The T-studs are a manufactured component consisting of two (2) nominal 38 mm (1.5 in.) by 64 mm (2.5 in,) wood studs connected with steel pins and separated with a 60 mm (2.38 in.) closed cell foam filled cavity.The wall was framed with all studs screwed to the T-stud top and bottom plates using two (2), 76 (3 in.) long Type S screws at each end. Each plate was attached to the test opening with a 100.mm (4 in.) long Type S screws at each end.Total weight of the framing, as measured, was 34.3 kg (75.7 Ibs).All cavities were filled with 140 mm (5.5 in)thick R-21 unfaced fiberglass insulation. The total weight of insulation was 10.0 kg (22.0 lbs). On both the source and receive side of the wall, a single layer of 5/8" SHEETROCK6 Firecode Type X Gypsum Panels was attached vertically with 29 mm (1.12 in) long#8 Type S screws spaced 305 mm (12 in)on center in the field and 203 mm (8 in) on center at the perimeter.Total weight of the gypsum panels, as measured, was 148 kg (327 lbs). All joints and seams were staggered. Joints were sealed with acoustical caulk and metal tape- Screw heads were covered with metal tape. Perimeter was sealed with dense mastic. Room Conditions Source Room Receive Room Temperature: 64.4 OF 18.0 °C 71.6 OF 22.0°C Relative Humidity: 52.9% 55.0 % Volume: 4542 ft' 128.6 m3 7236 ft 204.9 m3 Microphone: I B&'K Type 4942 C 1 SN; 2689204 B&K Type 4942 C 1 SN:2741257 Data Page 1 of 3 Filename:Wall STC-160306 (T-studs assembly).xls 7'his r:part contains ten,10(1 ) cayr:s,inrlud;ny the coversheet,Any additions to, €Sfterations of,or star'.uffifafi2 of use of r:xespts Orom this report are exxp esss#41 forbidden, USG%Crjrporat€:? I nno's`€crCenter, r ` er flu N, lr.;3a nav. 5, Lbertyville, IL 6004. Page 5 of 10 USG Testing Services Corporate Innovation Center 700 North Highway 45 • Libertyville, IL 60048-1296 • (847) 970-5200 DATA REPORT Test Results FREQ Abs SOR -REC TLc FILLER TLs DEI'. UNC (Hz) (m2) (dB) (db) (dB) AD.1 (dB) (dB) w/95% C.L. 30 50 2.8 95 70 31 2.27 28 63 10.1 95 12 25 * 23' 0.91 39 80 9.0 97 81 18 15 1.66 48 100 7.4 100 84 18 15 2.06 51 125 5.9 102 69 36 33 - 0.88 50 160 6.3 101 65 39 * 36 - 0.56 53 200 6.4 100 67 36 33 - 0.50 56 250 6.3 100 65 38 35 - 0.45 63 31.5 8.3 97 57 42 39 - 0.36 65 400 8.6 97 59 40 37 4 0.32 67 500 8.2 97 57 42 39 3 0.27 69 630 7.6 98 58 42 39 4 0.26 72 800 7.0 97 55 45 42 2 0.16 75 1000 6.5 96 52 48 44 1 0.14 74 1250 6.6 97 52 48 45 1 0,17 71 1600 7.2 92 47 47 44 2 0.20 75 2000 8.0 89 49 42 39 7 0.17 81 2500 9.3 88 46 44 41 5 0.18 82 3150 11.1 88 38 51 48 - 0.20 78 4000 13.3 90 33 56 53 - 0.23 74 5000 16.4 89 28 59 56 0.26 77 6300 21.5 89 24 63 60 0.29 75 8000 29.3 8.9 21 65 1 62 1 0.42 42 Sound Transmission Class(STC): 42 Total Deficiencies: 29 Max: 7 NOTES: •Indicates that receive roan levels ivere adjusted for background noise Indicates a correction for the tiller wall has been applied.***Indicates measured perfomance is limited by filler. Shaded lines indicate frequencies not governed by this test method. ACCREDITED BY THE U.S.DEPARTMENT OF COMMERCE,NATIONAL INSTITUTE OF STANDARDS &TECHNOLOGY-NATIONAL VOLUNTARY LABORATORY ACCREDITATION PROGRAM FOR SELECTED TEST METHODS IN ACOUSTICS. THIS REPORT SHALL NOT BE USED TO CLAIM PRODUCT ENDORSEMENT BY NVLAP OR ANY AGENCY OF THE U.S.GOVERNMENT. NVLAP LAB CODE 200132-0 Data Page 2 of 3 Filename:Wall STC-160306 (T-studs assembly).xls This report contains fr.n 10(:10)p ayes,including the cover sheet,Any additions to, Ialterations of,or iaesowhori7ed we:of excerpts from this report are expres:�'Ty forbidden. U'SG. ('Orporate,in ioL°t3don,Center, 70,01 N, i 3j"s L°u`i v'I i. Liber," v,, - li 6 048 Page 6 of 10 USG Testing Services Corporate Innovation Center 700 North Highway 45 • Libertyville, IL 60048-1296 • (847) 970-5200 DATA REPORT IV � ,, � � E E f . € i.u...i i f i { 65 -i _..60 I 55 _....._.__ _._...._._....... 1.______._...._. ...........50 ? L......_..._. _._.... M45 C 40 ' � 30 . : 25 _.-------- _..... 0 ! E N ` r i I ; 15 -i ---4 i .{.. 10 + i I f { : i €€ , , y v e f f s �fi e o m o o Ln o o o Ln o o o 0 0 o o o o o o o o o Ln W M 0 N W oN N m 0 o M o00 o N 0 o 0 Ln o a o 0 m d' un l0 00 Frequency(Hz) Transmission Loss ———CONTOUR CURVE Data Page 3 of 3 Filename:Wall STC-160306 (T-studs assembly).xls °alterot,ttns of,s°JF-d.dnZ7whtg.3'3zrd use of e"x?„"F?;'ptsf om x'rpo z c e USG €Il,:ovall,ion i,i'3 4 ""00 N, f..,;fghw Ay 45, Page 7 of 10 Cyt r, � Q3 J c,yr K t Figure A T-Stud This rt'reaa•t c:nta;n? ton'U ,0 pay es>mcluding the cert sh et.Any crdzfit n<;to, alterations of,or unauthorized ww of excerpts from this report are expressly for'biddet), Page 8 of 10 s Figure B T-Stud End View This report contains tern 10(10)pages,including the cover sheet.Any additions to, alterations of,or unauthorized use of excerpts from this report are expressly forbidden. U r 4 Page 9 of 10 E g= x a- .t•., a•'. lig ij°y+, sy II m<1 (A Representative Photo) This report contain",ten 10(10)pages,includiny the caver.sheet:Any additions to, atte�rofp tiion o or uncuth�.�rized uie ofrets frena t €s rt-Port arra expre lv�rrrbirldem Page 10 of 10 USG Testing Services Corporate Innovation Center 700 North Highway 45 - Libertyville, IL 60048-1296 • (847) 970-5200 DATA REPORT Test Date: 3/15/2016 Test Number: Wall STC- 160308 Client: Roosevelt Energy-Brian Iverson Project: RETEC-0303'1:6 Test Operator: lChester Chatman Sample ID: Sample 1 Sample Description:ISingle Layer 5/8" Firecode Type X source side,2x6 wood studs,R-21 Sample Physical Details: Thickness: 6.50 in Length: 96.00 in Weight: 431.9 Ib Height: 108.00 in Specimen Area: 72.0 sq. ft Filler Area: 72.00 sq. ft Area Weight 6.0 PS Detailed Description: The framing consisted of five (5) T- studs installed610 mm (24 in) on center. The T-studs are a manufactured component consisting of two (2) nominal 38 mm (1.5 in.) by 64 mm (2:5 in.) wood studs connected'.with steel pins and separated with a 60'mm (2.38 in.) closed cell foam.filled' cavity.The wall was framed with all studs screwed to the T-stud top and bottom plates using two (2), 76 (3 in.) long Type S screws at each end. Each plate was attached to the test opening with a 100 mm (4 in.) long Type S screws at each end.Total weight of the framing, as measured, was 34:3 kg (75.7'lbs).AII cavities were filled with 140 mm (5.5 in) thick R-21 unfaced fiberglass insulation.. The total�weight of insulation was 10.0 kg (22.0 lbs). On both the source and receive side of the wall, a single layer of 5/8" SHEETROCK8 Firecode Type X Gypsum Panels was attached vertically with 29 mm (1.1.2 in) long#8 Type S screws spaced 305 mm (12 in)on center in the field and 203 mm (8 in) on center at the perimeter.Total weight of the gypsum panels, as measured,was 148 kg (327 lbs). All joints and seams were staggered Joints were sealed with acoustical caulk and metal tape. Screw heads were covered with metal tape. Perimeter was sealed with dense mastic. Room Conditions Source Room Receive Room Temperature: 65.5 IF 18.6'°C 71.6°F 22.0°C Relative Humidity: 51.7% 55.0% Volume: 4542 ft' 128.6 m3 7236 ft' 204.0 ms Microphone: B&K Type 4942 C 1 SN:2689204 B&K Type 4942 C-1 SN:2741257 Data Page 1 of 3 Filename: Wall STC-160308 (Control).xis ks repe$rt c antains eight(8)pages,includinq the cover sheet.Any additions to, S erf7 di�63?:qf,or unawhorized td.w rj ex£'f?r;jpt.i from th!5 rep 6:are ?8r£.' USG "...orp'-rate hinp o'vri do 1 t'iib.iWi, 700 t i iS,;.h 'a`f,15, t111i— 1,vi'!P. UG.600.,8 Page 5 of 8 USG Testing Services Corporate Innovation Center 700 North Highway 45 - Libertyville, IL 60048-1296 - (847) 970-5200 DATA REPORT Z "21 Test Results FREQ Abs SOR -REC TLe FILLER TLs DER UNC (Hz) in 2 (dB) (db) (dB) ADJ (dB) (dB) W/95% C.L. 30 95 72 30 r 28 2.34 28 63 10.0 95 72 24. 22 0:88 39 80 8.6 98 78 22 19 1.92 48 100 7.4 101 80 24 21 1.67 51 1.25 53 101 82 23 20 1.23 50 160 6.9 99 83 19 16 7 0.55 53 200 6.1 99 76 27 24 2 0.64 56 250 6.4 99 63 39 36 - 0.55 63 315 8.4 97 62 37 34 - 0.40 65 400 8.8 97 68 31 28 7 0.30 67 500 8.4 97 62 37 34 2 0.29 69 630 7.6 98 59 43 40 - 0.25 72 800 7.1 97 59 41 38 - 0.22 75 1.000 6.6 96 56 44 41 - 0.13 74 1250 6.6 97 56 45 42 - 0.17 71 1600 7.2 92 50 44 4.1 - 0.21 75 2000 8.0 89 53 39 36 4 0.21 81 2500 9.3 88 50 40 37 3 0.15 82 3'150 11-1 87 43 46 43 - 0.18 78 4000 13.3 90 38 51, 48 - 0.21 74 5000 16.4 89 34 53 50 0.24 77 000 21.4, 85 31 55 52 0.20 75 1 8906 1 29'1 891 271 581 1 551 0.4.31 36 Sound Transmission Class(STC): 36 Total Deficiencies: 25 Max: 7 NOTES: • Indicates that receive room levels were ad.justed for backgroiind noise Indicates a correction for the Filler wall has been applied.***Indicates measured perfornance is limited by Filler. Shaded lines indicate frequencies not governed by this test method. ACCREDITED BY THE U.S.DEPARTMENT OF COMMERCE,NATIONAL INSTITUTE OF STANDARDS &TECHNOLOGY-NATIONAL VOLUNTARY LABORATORY ACCREDITATION PROGRAM FOR MY SELECTED TEST METHODS IN ACOUSTICS. THIS REPORT SHALL NOT BE USED TO CLAIM A? PRODUCT ENDORSEMENT BY NVLAP OR ANY AGENCY OF THE U.S.GOVERNMENT. NVLAP LAB CODE 200132-0 Data Page 2 of 3 Filename:Wall STC-160308(Control).xis 'Mis report, cantains eight(8)pages,including the cover sheet.Any additions to, afterations of,or anoutharized use al excerptsfrorn this report ore expressly forbidden, USG Corporate innovation Center, "700 N. Hijghviay 45, Bbc-Lyvillia, H-60048 Page 6 of 8 USG Testing Services Corporate Innovation Center 700 North Highway 45 s Libertyville, IL 60048-1296 • (847) 970-5200 DATA REPORT 70 65 60 -; I i 55 I i ` i .Y. 5045 .._ ........ _. 1._._ _ 1 40 �1....,.. . ,.... O M 35 �.._.. _ 1...... .. I �. �......... .......... E j i® 30 , t 25 i O ; , _i_._ i 7 I i i 1Q ._�.....___.._.._..._.._.. .._._.._ ._ _ .. .. .. _ ... t I }} t 5 �.__....._. 1 O m 0 0 Ln 0 0 0 M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 In W W 0 N W 0 En �H 0 0 m 0 0 in 0 0 0 En 0 0 0 0 �4 r-i c-i N N M �:f to t0 W O N W O Lnr 1 O O m O ,-I e-1 .-I N N m ';" LII "' W Frequency(Hz) Transmission Loss CONTOUR CURVE Data Page 3 of 3 Filename:Wall STC-160308(Control).xls a''s`>hi re,or,cC3t t:?drls t..t ti€''c.;'1 rSC<m.''{-O&.€£3hiq the.',-ov8�.rz"'sh3We .Any vsdtdo s ft,, salterotimi5 of,or unaufhoriwd Use Of€XCefPtSfrO this repon cre expr€rssdy frrrebidden, USG Corporate Innovation Center, 700 N. Hligl"sLvay 45, (_'bert'y`v'ille, IL 60048 Page 7 of 8 Y H� S. t be�� Figure A Wall Assembly a 'r e a E � Figure B Wall Assembly Thhs,report rontn;n�69H Page 8 of 8 4 Ju uiA USG40 EST. 1902 G) �. Corporate Innovation Center M. Construction Systems Lab Sr°1,�YWORLD°` Q� 700 North Highway 45 CO Libertyville, IL 60048 USG Testing Services TEST REPORT ASTM E90-09 "Standard Test Method for Laboratory Measurement of Airborne Sound Transmission Loss of Building Partitions and Elements" Prepared for: Project No: RETEC-030316 Roosevelt Energy Report No: Wall STC -160308 Technologies, LLC 14048 Terrace Road NE 'Date Submitted: 5/11/2016 Ham Lake, MN 55304 Date Tested: 3/15/2016 Attn: Mr. Brian Iverson Introduction This document contains ASTM E90-09 test results of Roosevelt Energy 2x6 Wood Stud wall assembly. Prepared By: Authorized By: David Moyer Joe Chambers Senior Researcher Director of Innovation Services Summary of Results Summary of Test Results Test Number Specimen STC Wall STC-160308 Single Layer 5/8" Firecode Type X source side, 36 2x6 wood studs, R-21 insulation, Single Layer 5/8" Firecode Type X receive side bis reporf contains e7£d"S pace °s,i1i ciea 3IIYm?'t#e cc ver heeIt.Ati}Fa dditian.";to,, fXkL?iratdons oJe or Unauthorized Lt a;?qj oM r..cerpts j'3"orn this tk,p"£lit are Lp_"Ki CCP7"p:3fait„ hYtnC)tti:s.lE :£ .e,1.:,s', rift, NHhg;iiwc3 j 45, ,.. -t-J i_C;, -l. Page 1 of 8 1. TITLE ASTM E90-09 (Standard Test Method for Laboratory Measurement of Airborne Sound Transmission Loss of Building Partitions and Elements" testing of a 2x6 Wood Stud wall assembly. 2. OBJECTIVE To determine the Sound Transmission Class (STC) and the frequency specific Airborne Sound Transmission Loss of a 2x6 Wood Stud wall assembly. 3. TESTED FOR Roosevelt Energy Technologies, LLC 14048 Terrace Road NE Ham Lake, MN 55304 4. TESTING ORGANIZATION USG Testing Services USG CORPORATION Corporate Innovation Center 700 N US Highway 45 Libertyville, IL 60048-1268 5. TESTING PERSONNEL Laboratory Manager: Joe Chambers Test Conducted By: David Moyer 6. REFERENCE STANDARDS ASTM E90-09 Laboratory Measurement of Airborne Sound Transmission Loss of Building Partitions and Elements ASTM E413-10 Classification for Rating Sound Insulation 7. CALIBRATED TEST EQUIPMENT Microphone: Bruel & Kjaer Type 4942 C 1 SN: 2689204 Bruel & Kjaer Type 4942 C 1 SN: 2741257 This report r ant ain evht(8)pages,including the cover sheet.Argy adhhiaas to, a terotio€s of,or idr#awh prize'd use of this rppor� are expr'..S'ly a rbidder, U.SG Corporate Innovation c eIter, 700 NHi, hway 4:1• IL 600'48 Page 2 of 8 8. TEST SPECIMEN The test specimen assembly was a T-Stud wall assembly installed inside the laboratory's filler wall. The framing consisted of seven (7) 2x4 wood studs installed 406 mm (16 in) on center. The wall was framed with all studs nailed to the top and bottom plates of 2x4 wood using two (2) 12d nails at each end. The plates were attached to the testing opening with a single row of 64 mm (2.5 in.) long screws at nominal 914 mm (36 in.) centers. Total weight of the framing, as measured, was 38.5 kg (85.0 Ibs).On both the source and receive side of the wall, a single layer of 5/8" SHEETROCK® Firecode Type X Gypsum Panels was attached vertically with 29 mm (1.12 in) long #8 Type S screws spaced 305 mm (12 in) on center in the field and 203 mm (8 in) on center at the perimeter. Total weight of the gypsum panels, as measured, was 147 kg (324 lbs). All joints and seams were staggered. Joints were sealed with acoustical caulk and metal tape. Screw heads were covered with metal tape. Perimeter was sealed with dense mastic. The specimen was placed directly in the laboratory's nominal 2.44 m (96 in.) by 2.74 m (108 in.)test opening and was sealed on the periphery (both sides)with dense mastic. The total weight of the specimen as measured was 196 kg (432 lbs), an average of 29.3 kg/M2 (6.0 Ibs/ft2). The transmission area used in the calculations was 6.69 m2 (72.0 ft2). Additional details and photos regarding the test specimen and environmental conditions are provided in the appendix. 9. TEST SPECIMEN CONSTRUCTION All tests samples were constructed by USG personnel. 10.TEST SPECIMEN CONDITIONING The test specimens were conditioned in the laboratory prior to testing. Average environmental conditions of the lab are 65 degrees F and 50 % RH. 11.TEST SETUP The specimen was installed in a reduced opening of the full 9 ft. high by 16 ft. wide wood lined opening of an isolated partition between two large reverberant chambers. The periphery (both sides) was sealed with a dense mastic. The source room volume was 4542 ft3 and the receive room volume was 7236 ft3. Faris report rrantarp.s Fight zees, including the cover sheet.Any addithms to, at`tc;ratio ns of or kd?Tauth arize a use a this,epin"G€re°C: x'3$t v4V fs`Prbi dd<,"n, U'SC 'L,i:Jrpor: e lnn va dQn CA,-;Iter, 710f..J N :4,jSIE .its 4 , ,.a derb ville, 'L 600',F, Page 3 of 8 12.TEST PROCEDURE The measurements reported below were made with all facilities and procedures in explicit conformity with the ASTM Designations E90-09 and E413-10, as well as other pertinent standards. The USG Acoustical Testing Facility has been accredited by the U.S. Department of Commerce, National Institute of Standards and Technology (NIST) under the National Voluntary Laboratory Accreditation Program (NVLAP)for this test procedure (NVLAP Lab Code: 200132-0). A full description of the measurement procedure is available separately. The transmission loss values are measured for a single direction of measurement. 13.TEST RESULTS Summary of Test Results Test Number Specimen STC Wall STC-160308 Single Layer 5/8" Firecode Type X source side, 36 2x6 wood studs, R-21 insulation, Single Layer 5/8" Firecode Type X receive side 14.CONCLUSION Based on the data obtained from this test, an STC of 36 can be obtained from a wall assembled per Section 8 of this report. 15.TEST DATA Test data has been attached to this report as 'Data Report', 3 pages. This report contrins eight(8)pages,inclueing the cpver sheet.Any additions to, alterations of,qr£gtFo€w°zeRa,rized arf"of f?xierpt*,fsm"11 W---n-port rt alt" USG C'arp.r3'a'e !ii=',ov- tion i..i'lite€, 0,'D N", ?Hah,,vav 45. .b r yltlle, €L 60048 Page 4 of 8 Honeywell Solstice° 1233zd(E) ti , { ROSS" 110 r 7 s KAM out Now AW+s R 9't ¢ a � t .. NANO IM £ _ d MOUNT a} gillWAS> �g 4" 1301 ars oil afta 3 4 , Technical Information Introduction 4 Honeywell Solstice® 1233zd(E), trans-1-chloro-3,3,3-trifluoropropene is a liquid halogenated olefin, which has been developed as a blowing agent for polymer foams. This product is marketed commercially as Honeywell Solstice® Liquid Blowing Agent (LBA). Solstice LBA is primarily intended for use as a low GWP, non-flammable replacement blowing agent for applications where hydrocarbons, HFCs, FCs, and other liquid blowing agents are currently used.Solstice LBA is a non-flammable liquid having a room temperature boiling point. The physical properties, environmental properties, transportation requirements and exposure guidelines of Solstice LBA are summarized in Tables 1 and 2 below. U,U: Chemical Name Trans-1-chloro-3,3,3-trifluoropropene Molecular Formula (E)CF3-CH=CCIH CAS Number 102687-65-0 Molecular Weight[g/mol] 130 Atmospheric Life' 26 Days GWP2 1 ODP3 -0 Bailing Point 19°C/66 OF Latent Heat of Vaporization at boiling point 194 kJ/kg/83.4 BTU/Ib Freezing Point -107°C/-161 OF I Vapor Pressure at 68 OF[20°C] 106.3 kPa/15.4 psia Liquid Density at 68 OF[20°C] 1.296 g/ml/10.83 Ib/gal Vapor Thermal Conductivity @ 20°C 10.2 mW/mK/0.0708 BTU in/ft2 hr OF Surface Tension at 68 OF[20°C] 13.3dyne/cm Liquid Viscosity at 68 OF[20°C] 0.489 cP Solubility of water in Solstice LBA @ 25°C 460 ppm KB[kauri-butanol]value 25 Flash Point° None Vapor Flame Limits5 None References 1 Reference: Phys.Chem.Chem.Phys.,2012.14,1735-1748,Atmospheric chemistry of t-CF3CHQCHCI:products and mechanisms of the gas-phase reactions with chlorine atoms and hydroxyl radicals;M.P.Sulbaek Andersen.O.J.Nielsen, M.D.Hurley and T.J.Wallington 2 Reference(Private Correspondence with Donald Wuebbles) 3 No impact on ozone layer depletion and is commonly referred to as zero,Reference:Preliminary report:Analyses of tCFP's potential impact on atmospheric ozone;Dong Wang,Seth Olsen,and Donald Wuebbles Department of Atmospheric Sciences University of Illinois,Urbana,IL 4 Flashpoint by ASTM D 3828-97;ASTM D 1310-86 5 Flame limit measured at ambient temperature and pressure using ASTM E 681-85 with electrically heated match ignition, spark ignition and fused wire ignition;ambient air. 1 . 9 X99 0 '/@ OW.......... ................ ........... _ ........... .... Transportation Requirements UN Number UN 3163 Proper Shipping Name LIQUEFIED GAS, N.O.S. (Trans-1-Chloro-3,3,3-trifluoropropene) Hazard Class 2.2 Exposure Guidelines OEL 800 ppm Toxicity Overall results from a series of genetic studies indicate that Solstice LBA is non- mutagenic and non-teratogenic. Based on extensive toxicity testing, Honeywell has established a preliminary Occupational Exposure Limit (OEL) of 800 ppm. Anyone who uses or handles Solstice LBA should carefully review the MSDS and product label prior to use. Environmental Solstice LBA is a halogenated olefin with a GWP 1. As with all materials, care should be taken to avoid releases into the environment. Treatment or disposal of wastes generated by use of this product may be of concern depending on the nature of the wastes and the means of discharge, treatment or disposal. Applications Solstice LBA offers a cost effective means of achieving high performance insula- tion and safety in use with the advantage of a low environmental impact. Solstice LBA has been evaluated in a variety of foam systems and applications including but not limited to refrigerators,freezers, spray foam, and panels.Thermal insulating foams formulated with Solstice LBA generally have excellent thermal insulation properties and equivalent or better dimensional and compressive strength properties compared to foamed plastic insulation manufactured today as HFCs like 245fa. Miscibility As reflected in Table 3, Solstice LBA exhibits acceptable miscibility in a wide range of polyols and in polymeric MDI.The miscibility determination procedure: a mixture containing 40 wt.% Solstice LBA and 60 wt. % polyol or polymeric MDI is prepared in a calibrated miscibility tube.The mixture is thoroughly mixed at an elevated tem- perature.The tube is then placed in a constant temperature bath for 24 hours.The height of the polyol and Solstice LBA is measured and the maximum blowing agent concentration where a single phase solution is observed. 2 Maximum Wt% Maximum Wt% Polyol Name for Single Phase Polyol Name for Single Phase Solution Solution Polyether Polyester CarpolO GSP-280' >40 PhantolO SV-29810 35 Jeffol"I A630' >40 PhantolO JP-73310 29 Multranol`9 39013 >40 Phantols 630010 44 Pluracol°8244 >40 PhantolO 630110 35 VoranolQD 2705 >40 Phantol@ 630510 >50 Voranol®RH3605 >40 Stepanolc 23526 >40 Voranol®350X5 >40 TerateO,20317 -11 Voranol'470X5 >40 TerateO 25407 40 Voranol®4905 >40 TerateO 40207 -20 Voranoh'8005 >40 Tero]O 1988 40 TerolO 25011 40 Polyester Terolb 2568 25 Maximol".1 RDK-1339 25 Terol'P 3058 26 MaximolO RDK-1219 25 TerolO 3528 23 Maximol"D RDK-1429 25 Terol®9258 21 Phanto[O PL-27210 24 TerolO 12548 39 PhantolO PL-30610 16 TerolO 13048 47 ...._... _.__.. . ._.. .... . Phantol®PL-40510 19 TerolO 14658 25 Phantol@ SV-20810 37 TerolO 14818 30 References 1 Trademark of Carpenter Co. 2 Trademark of Huntsman 3 Trademark of Bayer Corporation 4 Trademark of BASF 5 Trademark of The Dow Chemical Company 6 Trademark of Stepan 7 Trademark of Invista 8 Trademark of Oxid L.P./Data provided by manufacturer 9 Trademark of Kawasaki Kasei Chemicals LTD./Data provided by manufacturer 10 Trademark of Hitachi Kasei Polymer Co.Ltd./Data provided by manufacturer miffs= v v i MDI Name Maximum Wt%for Single Phase Solution Luprinate M20s1 >10 References 1 Trademark of BASF 3 Thermal and Hydrolytic Stability Laboratory tests indicate that Solstice LBA has a high degree of thermal and hydrolytic stability. In sealed tube studies the neat material was judged to be thermally stable after two(2)weeks of exposure at 150° C.Additional sealed tube studies were conducted to evaluate both the thermal and hydrolytic stability of Solstice LBA with metals and water. After two (2) weeks of exposure at 150° C in the presence of metals (3003 aluminum, copper, and /or 316 stainless steel), in the presence of water (at 300 ppm), and in the presence of metals and water, no chemical breakdown of the blowing agent was detected. Solstice LBA was judged to be thermally and hydrolytically stable. Compatibility i Metals, Plastics and Elastomers Solstice LBA is non-reactive and non-corrosive toward commonly used metals in polyurethane processing equipment. This includes carbon steel, stainless steel, copper, iron and aluminum with and without excess water present.The tests were conducted by refluxing the neat blowing agent for 2 weeks in the presence of the metal and water.At the conclusion of the test no chemical break down of the blow- ing agent was detected. There is a concern with the use of aluminum in contact with any halogenated material, which includes Solstice LBA, due to the reactive nature of aluminum, particularly if aluminum fines are present and if the oxide layer on the surface of the aluminum is removed. Honeywell has evaluated plastics and elastomers for use with Solstice LBA. The unstressed plastics and elastomers were fully submerged in Solstice LBA for 2 weeks at room temperature. Tables 5 and 6 report the findings of this study. Elastomers that may find application in both static conditions (for example, gasketing between flanges) versus dynamic conditions (for example, seals on rotating shafts) may have varying degrees of suitability in use. It is important to note that compatibility with neat Solstice LBA does not predict compatibility with a polyurethane premix containing Solstice LBA. Polymer 4 Weight% A Volume% HDPE +1.7 +1.2 Polyproplyene +5.0 +3.7 _ _ PET +0.1 +0.0 Nylon 66 -0.1 -0.1 . ..,,.. ... .. Polycarbonate +3.5 +3.0 PVC(Type1) +0.1 +0.0 PVDF +0.1 -0.3 PTFE +2.1 +3.9 Polyetherimide +0.0 -0.5 4 OM ._..._.... ....... .. ............ -. .._. ....._...... _.._.__.. ....... ....... .___....._. Elastomer A% Hardness A Weight% q A!Volume% SBR/GR/NBR +26 -19 -29 ......... BUNA N +38 15 -21 Butyl rubber +8.9 +1.2 -2.4 Viton B -6.2 +5.6 +8.6 EPDM +41 -28 -27 Epichlorohydrin -0.7 +0.3 -0.5 Silicone -1.4 -4.1 -5.9 Neoprene +4.4 +1.0 +0.3 Kalrez 6375 -10 +7 +11 Thermoplastic PU -2.2 +8.6 +6.9 Storage & Handling Solstice LBA should be stored in a cool, well-ventilated area.The materials should only be stored in an approved cylinder. Please consult Honeywell's Technical Service Department prior to storage of the material in any vessel other than the original shipping package to insure that the new container meets all necessary requirements. The container and its fittings should be protected from physical damage. It should neither be punctured or dropped, nor exposed to open flames, excessive heat or direct sunlight. The container's valves should be tightly closed after use and when the container is empty. Solstice LBA should not be mixed with either air or oxygen at elevated pressures. If pressurization is required in the application or process, the use of dry nitrogen is recommended. For additional information on the use of cylinders please consult a Honeywell Technical Service Representative. 5 9 RISEN Vapor ure(psia) Vapor VaporTemperature Temperature 60 ........ .... . [IF] Pressure [°F] Pressure eo [psia] [psia] ............. CL 40 : 0 3 70 16.1 ai 30 '... .. _.-_: ......... .._.__.._..:,.. .-.. . 10 3.9.._ 80 19.6 20 5.1 90 23.8 a zo 010 ..... �_. 30 6.5 100 28.7 40 8.3 110 34.3 o 0 20 40 60 80 100 120 140 50 10.5 120 40.7 Temperature IF 60 13 130 47.9 Vapor Pressure(mPa) 1.2 Temperature Vapor Temperature Vapor m a Pressure o Pressure IL 1 _. [C] [mPa] [ C] [mPa] E ai 0.8 ......: -10 0.030 50 0.290 L i 0 0.047 60 0.387 a 0.4 0 10 0.072 70 0.508 O_ 0.2 ..... . - _ 20 0.106 80 0.656 0 -zo 0 20 40 60 80 100 In 30 y 0.152 90 0.835 Temperature°C 40 0.212 100 1.048 Liquid Density(Ib/ft3) Liquid 86>.....__ ...._. Temperature Liquid Temperature Density 84 [°F] Density[tb/ft3]. [OF] [Ib/ 82 p..„. . _ 80. _. . .. 0.. 84.22 9 70 ,. ,.. .. .... c 80 10 83.8 80, 80.4 D 20 83.4 90 79.8 _D 78 _.. 30 82.9 100 79.2 J ... ._..., .-..,.. -..._...... .._... .. ........_ ..... -............,_. 7s - • 40 82.5 110 78.6 0 20 a0 60 80 100 120 140 ?:.. .. .. '. .. ., ..._ .... ___... -.... ._ 50 82.0 120 78.0 Temperature OF . .... 60 81.5 130 77.3 Liquid Density(kg/m3) ' Liquid Liquid 1400-..-_.. Temperature Temperature Density Density 1350 IOCI [kg/m3] [ C1 [kg/m3] ........ ._... -10 1339.6 50 1246.7 0 1326.7 60 1226.7 ;= 1250 . . ... _ 10 1312.9 70 1204.9 0 1200 0 20 1298.1 80 1181.2 6 1150 :...... _._.... ..... _ _ . 30 1282.2 90 1155.1 J 1100 40 1265.1 100 1126.3 .20 0 20 40 60 80 100 120 - Temperature°C 6 For more information or technical assistance, please call:+1-800-631-8138 All statements,information and data given herein are believed to be accurate and reliable,but are presented without guarantee,warranty or responsibility of any kind,express or implied.Statements or suggestions con- cerning possible use of products are made without representation or warranty that any such use is free of patent infringement,and are not recommendations to infringe any patent.The user should not assume that all safety measures are indicated herein,or that other measures may not be required.The values presented herein are typical values and are not to be interpreted as product specifications.User assumes all liability for use of the information and results obtained. Peformance Materials RESPONSIBLE CARE and Technologies O'JRRINIMITAf[NTTOfLLTAINAGILITT 101 Columbia Road Solstice is a registered trademark of Honeywell International Inc. Honeywell Morristown, NJ 07962-1053 November 2013 Printed in U.S.A. www.honeywell-soisticelba.com n 2013 Honeywell International Inc. All rights reserved. ® Ta ues® Fn Detail Patriot North America —TstudTM Header Connection DD No. 1712-01 Details Patriot North America, LLC Draft Date: December 8, 2017 12698 Industrial Blvd. Suite B, Door 10 Elk River, MN 55330 612-290-6199 www.patriotna.com 1. General Notes: 1.1. TstudTM is a framing member made from 2x3 SPF lumber, wooden dowels and polyisocyanurate insulation, used as an alternative to solid sawn lumber for wall structural members. 2. Conditions of Use 2.1. TstudTM is used as an alternative to solid sawn 2x4 lumber in all cases and 2x6 lumber in most cases for wall structural members. 2.2. For specific applications of TstudTM in wall framing, refer to TER No. 1603-06. 3. Installation: 3.1. TstudTM shall be installed in accordance with the applicable code, the approved construction documents, TER No. 1603-06, the manufacturer's installation instruction, NDS and otherwise standard framing practices as applied to solid-sawn lumber. 3.1.1. In the event of conflict between the manufacturer's installation instructions and TER No. 1603-06, the more restrictive shall govern. The seal on this design drawing indicates acceptance of professional engineering responsibility solely for the component(s)depicted.The design assumptions,loading conditions, suitability and use of this component for any particular building is the responsibility of the building designer or owner of the components,per ANSIMI 1.The responsibilities and duties of the component designer,component design engineer and component manufacturer shall be in accordance with the latest edition of ANSI/TPI 1 Chapter 2 unless otherwise defined by a contract agreed upon by the parties involved. Copyright©2017 DrJ Design Detail r Maximum Header Reactions on Tstud r�"Jack Stud(`s) ��,... _m �... .. �. . . ; Header:Type Number of Jack Studs(per end) Makimum Jack Stud Height`(in) Maximum Header Reaction(Ibs)' 1 180 3,665 2 PIy,Dirnensional,Lumber' ._ 2 180 7,330 120 5,390 . 1 2-PIy.St�ucturaI Composite' 180 3,890 Lumber(1-/4,/ply), 120 10,780 2 180 7,780 1 Maximum header reactions shall be multiplied by the adjustment factors as specified in NDS Section 4.3. 2-Compression perpendicular to grain of 425 psi and 625 psi is assumed for dimensional lumber headers and structural composite headers,respectively.Adjustment for headers having higher or lower compression perpendicular to grain values is required. 3-Maximum header reactions neglect the contribution of lateral wind pressure on the jack studs. Lateral wind pressure is assumed to be resisted by the king stud. 4-Forjack studs greater than 180 in(15)in height,special engineering is required. 5-Headers shall be installed such that the inner ply of the header is flush with the inner edge of the Tstud jack stud and the outer ply of the header is flush with the outeredge of the Tstud jack stud. Table 1: Maximum Header Reactions on Tstud TM Jack Studs Continuous Tstud top plate 2-ply dimensional lumber or structural composite lumber header. Install inner ply of header flush with inner edge of Tstud studs and outer ply of header flush with outer edge of Tstud studs Ripped blocking @ 16"O.C. Fasten each header ply to block with Connect header to Tstud king stud minimum(2) 16d common(3"x 0.162")nails according to IRC Table R603.7(2), See Figure 2 Do not fasten to rigid insulation Rigid foam insulation board(2-1/2" thick for 2-ply dimensional lumber or 1-1/2"structural composite header, 2" Tstud king stud thick for 1-3/4"structural composite header).Attach insulation board to each header ply with 2 rows of 10d box(3"x0.128")nails @ 24"OC. Tstud jack stud(s) For maximum header reactions on Tstud jack studs, See Table 1 Figure 1:Connection details for header to wall framing using Tstud TM Copyright©2017 DD No. 1712-01 Page 2 of 3 Patriot North America—TstudTm Header Connection Details DrJ Design Detail TABLE R603.7(2) HEADER TO KING STUD CONNECTION REQUIREMENTSa,b.c,d ULTIMATE WIND SPEED(mph),EXPOSURE CATEGORY HEADER SPAN (feet) 110,Exposure Category C or Less than 139,Exposure Category C less than 139,Exposure Category B <_4' 4-No.8 screws 6-No.8 screws >4'to 8' 4-No.8 screws 8-NoA screws >8'to 12' 6-No.8 screws 10-No.8 screws >12'to 16' 8-No.8 screws 12-No.8 screws For Si: I inch=25A mm,I tient=304.8 mm,1 mile per hour=0.447 m/s.I pound=4.448 N. a.AlI screw sizes shown are minimum. b.For headers located on the first floor of a two-story building or the first or second floor of a three-story building,the total number of screws is permitted to be reduced by 2 screws,but the total number of screws shall not be less than four. c.For roof slopes of 6:12 or greater,the required number of screws shall be permitted to be reduced by half.but the total number of screws shall not be less than four. d.Screws can be replaced by an uplift connector that has a capacity of the number of screws multiplied by 164 pounds. Figure 2: King Stud to Header Connection Requirements per IRC Table R603.7.2 Copyright©2017 DD No. 1712-01 Page 3 of 3 Patriot North America—TstudTm Header Connection Details BASF Technical Product Data The Chemical Company - Urethane Specialties AUTOFROTH® 100-B-1704 RESIN/AUTOFROTH® 10000A ISOCYANATE RIGID URETHANE FOAM SYSTEM TYPICAL PHYSICAL PROPERTIES Molded Panel, pcf 2.10 Core Density, pcf 1.90 Perpendicular Compressive Strength @10% deflection, psi 14.7 Parallel Compressive Strength @10% deflection, psi 19.3 K factor Initiai, BTU-IN/HR-FT2-°F Mean Temperature 75°F 0.150 Mean Temperature 55°F 0.139 Mean Temperature 20°F 0.125 U.L. Subject 723 (File #R5692 - 6" Core Panels)/ASTM E-84 Flame Spread* 20 E-84 Smoke 300 Dimensional Stability, % Volume Change at 28 days 100°F/100% RH -6.0 158°F -2.7 200°F 4.9 -20°F -1.0 *This numerical flame spread rating is not intended to reflect hazards .presented by this or any other material under actual fire conditions. Importantl The information,data and products presented herein are based upon information reasonably available to BASF Corporation BASF Corporation at the time of publication, and are presented in good faith, but are not to be construed as 1419 Biddle Avenue guarantees or warranties, express or implied, regarding performance, results to be obtained from use ,Michigan 48192-3799 comprehensiveness merchantability,or that said information,data or products can be used without infringing patents (734)Wyandotte, 00 of third parties. You should thoroughly test any application,and independently determine satisfactory performance before commercialization. (734)324-6482(Fax) "Warning"These products can be used to prepare a variety of polyurethane products. Polyurethanes are organic materials and must.be considered combustible. Revision Date:11/03/2017 BASF Technical Product Data The Chemical Company Urethane Specialties AUTOFROTH® 100-B-1704 RESIN/AUTOFROTH 10000A ISOCYANATE RIGID URETHANE FOAM SYSTEM DESCRIPTION AUTOFROTH® 100-B-1704 Resin/AUTOFROTHO 10000A lsocyanate is a two-component polymeric MDI based system utilizing water and HFO 1233zd(E) as blowing agents. This system is designed for insulation of discontinuous metal-faced sandwich panels. AUTOFROTHO 100-B-1704 RESIN COMPONENT Appearance Amber liquid Odor Slight Amine Density, @73°F 10.6 lbs./gal. Specific Gravity, @73°F 1.26 Resin Viscosity, @73°F 600 cps Flash Point, ASTM 3278-89 >200°F AUTOFROTH® 10000A ISOCYANATE COMPONENT Appearance Dark brown liquid Odor Slight aromatic Density, @77°F 10.2 lbs./gal. Viscosity, @77°F 200 cps Flash Point >400°F Vapor Pressure, at 20°C 0.00016 mm Hg TYPICAL PROCESSING PARAMETERS Ratio by weight (A/B) 100/100 t 5 Component Temperature, °F 80 Reactivity (seconds) String Gel Time 100 Tack Time 160 Free Rise Density (pcfl 1.70 Importantl The information,data and products presented herein are based upon information reasonably available to BASF Corporation BASF Corporation at the time of publication, and are presented in good faith, but are not to be construed as 1419 Biddle Avenue guarantees or warranties, express or implied, regarding performance, results to be obtained from use Wyandotte,Michigan 48192-3799 comprehensiveness merchantability,or that said information,data or products can be used without infringing patents (734)324-6100 of third parties. You should thoroughly test any application,and independently determine satisfactory performance before commercialization. (734)324-6482(Fax) "Warning"These products can be used to prepare a variety of polyurethane products. Polyurethanes are organic materials and must be considered combustible. Revision Date:11/03/2017 Tstud.Span-Chart Titan Manufacturing Existing`PLF Chart from Dr.J Certification (02-03-19) Techical Evaluation Report(TER) - �A . � Ilowable Header Load(pff) . , Merti[iers 3.. 4 5` ;6 7 8 9 1 304 171 97 56 35 24 17 (L/356) (L/267) (L/240) (L/240) (L/240) (L/240) (L/240) 608 342 194 113 71 47 33 2 (L/356) (L/267) (L/240) (L/240) (L/240) (L/240) (L/240) 3 911 513 292 169 106 71 50 (L/356) (L/267) (L/240) (L/240) (L/240) (L/240) (L/240) 4 1215 684 389 225 142 95 67 (L/356) (L/267) (L/240) (L/240) (L/240) (L/240) (L/240) 5 1519 854 486 281 177 119 83 (L/356) (L/267) (L/240) (L/240) (L/240) (L/240) (L/240) 6 1823 1025 583 338 213 142 100 (L/356) (L/267) (L/240) (L/240) (L/240) (L/240) (L/240) 2127 1196 681 394 248 166 117 7 (L/356) (L/267) (L/240) (L/240) (L/240) (L/240) (L/240) 3 'Table;values are>;ased on Tstud tm of No 2 SP`F lumber: 2 Table values are based=e] duration factor of 10. 3.TDeflection checks of L/ oad and L/240 for,,total load are based-,on,a liue load to dead load.rat�o 6f',2:1 Tstud Span Chart RED light GREEN light Titan Manufacturing Calculations Editable fields Calculate maximum truss span allowed ((PLF*spacing)-(overhang*2*TCLoad))/TOTAL loading Variables TCLL = Top Chord Live Load Truss'Loadtng: OL CD BCL Cl> : TOTAL'' TCDI = Top Chord Dead Load 40 10 . 0 , 10 60 BCLI = Bottom Chord Live Load Truss overhang(Ft) 2BCD] = Bottom Chord Dead Load Truss spacing(Ft) 2' Maximum Truss,Spam Carried on Deader FT-IN-SX No.of Members Header Span(ft) 3 4 5 6' T 8 9 1 7 3 9 2 10 6 0 4 12 -1 ^0 6 -2 4 -1 -3 11 9 -3 8 12 These are the maximum spans of the roof or floor truss depending on the loading. 2 17 5 3 8 6 12 3 7 9 0 11 3 -1 6 6 -2 8 12 -2 3 3 These are the maximum spans of the roof or floor truss depending on the loading. 3 27 6 6 14 3 3 6 10 12 2 9 9 0 8 6 -1 6 .6 -2 10 OThese are the maximum san p s of the roof or floor truss depending on the loading. 4 37 7 15 19 11 9 10 1 9 4 8 0 1 10 12 0 4 0 -1 4 12 These are the maximum spans of the roof or floor truss depending on the loading. 5 47 9 9 25 7 9 13 4 6 6 6 6 3 0 12 1 1 9 -1 11 3 These are the maximum spans of the roof or floor truss depending on the loading. 6 57 11 3 31 3 15 16 7 3 8 5 3 4 3 3 1 10 12 0 6 0 These are the maximum spans of the roof or floor truss depending on the loading. 2 68 0 12 37 0 6 19 10 6 10 3 9 5 5 3 2 8 6 1 0 12 These are the maximum spans of the roof or floor truss depending on the loading. 1.Table values are based on Tstud an.of No.2 SPF luinbe_r.. . 2.Table values are based bn a load'duration factor Of.1.0. 3.,Deflection checks of L/360 for live load aril Lr2740 for total load'are based'on alive load to dead load ratio of 2 . q.This worksheet was:created using maximum PLF data provided by others and max truss spans were interpolated from this data