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Town of Southold 4/29/2022 P.O.Box 1179 0 m 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43018 Date: 4/29/2022 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 2275 Deep Hole Dr.,Mattituck SCTM#: 473889 Sec/Block/Lot: 115.44-14 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/5/2021 pursuant to which Building Permit No. 46979 dated 10/14/2021 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: alterations and additions, including covered front entry, dormer and rear deck,to existing single family dwelling as applied for. The certificate is issued to Ruder,Michael&Lynn of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 46979 1/24/2022 PLUMBERS CERTIFICATION DATED Au ori ed i ature TOWN OF SOUTHOLD suEFnt BUILDING DEPARTMENT C* x TOWN CLERK'S OFFICE "o • SOUTHOLD, NY 4 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#: 46979 Date: 10/14/2021 Permission is hereby granted to: Ruder, Michael 22 Starlit Dr Northport, NY 11768 To: Construct porch and dormer additions to existing single family dwelling as applied for. At premises located at: 2275 Deep Hole Dr., Mattituck SCTM #473889 Sec/Block/Lot# 115.-14-14 Pursuant to application dated 10/5/2021 and approved by the Building Inspector. To expire on 4/15/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $314.00 CO-ADDITION TO DWELLING $50.00 Total: $364.00 Building Inspector SUFfn TOWN OF SOUTHOLD oma° k�oy BUILDING DEPARTMENT TOWN CLERK'S OFFICE "oy ® 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 #: 46979 Date: 10/14/2021 Permission is hereby granted to: Ruder, Michael 22 Starlit Dr Northport, NY 11768 To: Construct porch and dormer additions to existing single family dwelling as applied for. 31 /20 A�endvper �to include rear deck. At premises located at: 2275 Deep Hole Dr., Mattituck SCTM #473889 Sec/Block/Lot# 115.-14-14 Pursuant to application dated 10/5/2021 and approved by the Building Inspector. To expire on 4/15/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $314.00 CO-ADDITION TO DWELLING $50.00 ELECTRIC $90.00 1VENDIVIENTTO I?fERZVIIT -, . f $96 OQ Total: $550.00 Building Inspector ®F SOUTH,®l . � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Southold,NY 11971-0959 • io sean.devlin(G�town.southold.ny.us lycom��' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Michael Ruder Address: 2275 Deep Hole Dr city:Mattituck st: NY zip: 11952 Building Permit#: 46979 section: 115 Block: 14 Lot: 14 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: AS BUILT License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1 st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition X Survey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 3 Ceiling Fixtures Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors 5 Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 15 CO2 Detectors 2 Sub Panel A/C Blower 1 Range Recpt Ceiling Fan Combo Smoke/CO 2 Transformer UC Lights Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches 6 4'LED Exit Fixtures Pump Other Equipment: Notes: " AS BUILT NO VISUAL DEFECTS " Second Floor Addition and Renovation + Smokes And HVAC Inspector Signature: Date: January 14, 2022 S.Devlin-Cert Electrical Compliance Form SOUTho # # TOWN OF SOUTHOLD- BUILDING DEPT. �`ycourm�f'' 765-1802 INSPECTION FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]' SULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL ftD,S [' ]' FIREPLACE-& CHIMNEY [ ] FIRE SAFETY INSPECTION,- [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O MARKS: ` vIrl 0 wo 00 DATE ( yo INSPECTOR SO!/Ty�6 L' b q - # # TOWN OF:S UTHOLD BUILDING PT. 76S-1802 INSPECTI-ON- ' - FOUNDATION 'IST - [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE�&CHIMNEY [ ] FIRE SAFETY INSPECTION [: ] FIRE-RESISTANT CONSTRUCTION [ ] .FIRE RESISTANT PENETRATION [ ] ELECTRICAL-(ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS:, - DATE_ I I 'IiZ INSPECTOR UF SOUIyOIo # * TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 1 NSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND, [ ] INSULA N/C ULKING ] FRAMING/STRAPPING [�FINA [ ] FIREPLACE & CHIMNEY [ ] FIRE S INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O r,� REMARKS: wf l I/� —LD Srk stof . ("A -NAB ON 22- ` DATE INSPECTOR -n/ OF SOUTyo •i�[S * # TOWN OF SOUTHOLD-BUILDING TDP T. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]-INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION- [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O l REMARKS: DATE Ll INSPECTOR Andreas Letkovsky Architecture Attn:Inspector Building Department TOWN OF SOUTHOLD,NEW YORK ® f(a I� n/] November 17,2021 NOV 1 � 2021 E D .d Re: Michael Ruder Addition—owner BUILDING DEPT. 2275 Deep Hold Rd., Mattituck,NY TOWN OF SOUTHOLD ARCHITECTS LETTER FOR FIELD VERIFICATION OF INSTALLED ROUGH FRAMING Dear Inspector, Thank you for accepting this letter intended as professional verification of installed rough framing at the above address. The installed framing corresponds to the official approved architectural drawings dated October 27,2021 and Includes all structural elements namely:2"d floor structural ridge,roof rafters,posting ridge,kitchen flush header, cellar framing supports. The cellar!ally column and footing indicated on the approved drawings as supporting the load(s)above is to be positioned directly under the existing cellar girder and is to support the load path from the master suite structural ridge above. In my best professional opinion and judgement,the installed framing meets the requirements of the 2020 Residential Code of New York. Please let me know if you require any additional information. Respectfully, ANDRE LETKOVS HITE�.`TU11, reas etkovsky G, ` ` , 1 91-101 Broadway Gree lawn,•NY 11740 ' T:631-757-6204 E:andreas@alarchitecture.carp' i`� Andreas Letkovsky Architecture Attn: Inspector Building Department TOWN OF SOUTHOLD, NEW YORK `- L NOV 292021 November 29, 2021 BUILDING DEFT. Re: Michael Ruder Addition—owner TOWN OF SOUTHOLD 2275 Deep Hold Rd., Mattituck,NY ARCHITECTS LETTER FOR FIELD VERIFICATION OF INSTALLED BATT INSULATION Dear Inspector, Thank you for accepting this letter intended as professional verification of installed FIBER GLASS BATT INSULATION at the above address. Based on my visual observation,the installed batt insulation corresponds to the enclosed RES-CHECK that has been updated on 11-29-21 and enclosed with this letter. 1. ALL NEW SLOPED CEILING ARE R30 2. ALL FRAME WALLS EFFECTED IN THE ADDITION ARE R30. In my best professional opinion and judgement,the installed INSULATION meets the requirements of the 2020 Residential Code of New York current IECC 2018 RES-CHECK. Please let me know if you require any additional information. Respectfully, AN AS LETKO RCHIT,ECTURE; eas Letkovsky i`4 91-101 Broadway Greenlawn,,NY-11740' T:631-757-6204 E:andreas@alarchitecture.com _ Generated by REScheck-Web Software i. Compliance Certificate Project Ruder Addition Energy Code: 2018 IECC Location: Mattituck, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 2275 Deep Hole Drive Michael Ruder Andreas Letkovsky Mattituck, NY 2275 Deep Hole Drive Andreas Letkovsky Architecture Mattituck, NY 91-101 Broadway Greenlawn, New York(NY) 11740 631-757-6204 andreas@alarchitecture.com a Compliance: 0.0%Better Than Code Maximum UA: 35 Your UA: 35 Maximum SHGC: 0.40 Your SHGC: 0.32 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. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements, Envelope Assemblies Gross Area Cavity cont. Prop. 1164'. • a Assembly I aU-Factor UA UA Peeimeter Ceiling: Cathedral Ceiling 109 30.0 0.0 0.034 0.026 4 3 Ceiling 1: Cathedral Ceiling 209 30.0 0.0 0.034 0.026 7 5 Wall:Wood Frame, 16" o.c, 100 15.0 5.0 0,053 0.060 4 5 Window: Wood Frame SHGC: 0.32 22 0.290 0.320 7 7 Wall 1: Wood Frame, 16"o.c. 245 15.0 5.0 0.053 0.060 13 15 Compliance S em t: The pr p se building design described here ' onsistent wit a ilding plans,specifications,and other calculations b it d with the rmi application.The proposed bui in has been d gned o meet the 2018 IECC requirements in REScheck. a si n : EScheck-W b nd to comply with the mandator re uirements lis the REScheck Inspection Checklist. N - itle 4 ure Date ' c Project Title: Ruder Addition`-__- ' Report date: 11/29/21 Data filename: Page 1 of 1 FOUNDATIO ® \ • • numimra, . INSULATION. STATE ENERGY CODE iromr- �. M frm Irl fA IMAM • e � e e a � Eli Mmrjarra a Z- 1 TIM M� !�� - STI M1 ,101 . TOWN OF SOUTHOLD—BUILDING DEPARTMENT ` Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502btt s://www.sotitlioldtow.ii.i-iv.gov Date Received APPLICATION FOR BUILDING PERMIT � For Office Use Only FC E HE D PERMIT NO. Building Inspector: OCT O 5 2021 DD "R �� N� r y BUILDING DEPT Applicat�ans and fa"'!"" st be�fII,' )5 rrt their entirety tnct�mplete fi i � 'kms �5ga TOWN OF SOUTHOLD appkatrons,ilk not be a� epted Where he Ap lrcal�t�s no#the a$vner a # 5 a ,� x . " 3. ma- `'F tW ner's Aithnrrzetion farm{Page 2}shallbe�carnpieted Date: v Is2,0 2 �` �i• � 24 I " 14 'n Name R L/D F Q C SCTM#100 Project Address: Phone#: , Mailing Address � Z � ���P�rT' � ' � / Ir Name: v Mailing Address: r JW Phone Email • �� � { Mailing Address: Phone#: Email: C ieE • G vel.« i ���IVT ��IIi� I����1,���1.����`. 4,.eY� � ,'Sr,.xS�� '�P �An°44'�`'Wc�_ a � � ��'k C•, x91��}q°rti".� �'" ����:: �fz fk 1"�h�ts�}3'f Name: � Mailing Address: Phone#: r., ( Y Email !I r, 'Tuft .: ) OF PRf1j USEipk C INS 11 1 1 Ci l � Y �� ... a g� � �� ". �r .�>.. � 'kc,M.ai ««xx«5 -WIN -€ El New Structure ❑Addition fgAlter � � ° � ation ❑Repair ❑Demolition Estimated Cost of Project: + ❑Other $ ?Q. my 0 Will the lot be re-graded? ❑Yes *0 Will excess fill be removed from premises? ❑Yes>Y"0 q 4 ,G 1 h3 € $ ,�,ae [ RM ��101 ...� .-• x,.. €:.. _ ,"?�7`' }:n<,:s. .Q, � "G_ A ,.°,s;- ka'U,,. �s r.� s"4w .:k:�SY - a`s Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes W No IF YES, PROVIDE A COPY. a Y z� ": ✓s b,..< •. �S n c 4, '.�cs > �, is 3" _ s.... • fi X I 6 After Tide owirerjcorstractnrjd�sl n profession I is re pa role for all drama�gr and Marr»water Issues as provitie`d ii�r s s ,rS� xfl xY k' CJraptr r 236 pf tF a Tawe+Cdde ,AX.- 'ION IS HEREBY MAQE to the Building Deparp ht fo�tNA ssuance of a Bui[ding Permit pursuant to the A��id[ng Ione �� � sQrdrrtar�ce ottherawn a#Sou�thoCd,5uffotk,�County, ewYat•Ir and ager applicable Laws,�rdinarr���arAReguulati`or�,forthe constixrctron a#bcildings, �# � ,. addrtions,�alte�ations odor removal ar`r3errrolitian es hgtein rl+sstriped�zThe app�iceni:`agroes to rampfy yulth a(i appi[etJe iawsf ordinances,builtlltrgrwode� housing cadesand eegulattdt�sfar►ei toadrrttt author#zed inspei�ots atr pr�r[rises�and�irr butEcting(s}#,tr�necessary inspeivns,faire state(M�ents made If�re�i�are, �"' pudfslrabie asa Ciass,��nisdernesinar pursuariftoSe�tron 2��fl..d5 of��ie�lrtc StatQ Penal taw � � � � �� '�_ ' Application Submitted By(pri t na ( �j ❑Authorized Agent Owner Signature of Applicant: , Date: 10 57 STATE OF NEW YORK) SS: COUNTY OF } \G C being duly sworn, deposes and says that(s)he is the applicant (Name of indivi ual signing contract)above named, (S)he is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed t said work and to make and file this application;that all statements contained in this application are true to the bes of hi /her knowledge and belief;and that the work will be performed in the manner set forth in the application file here ith. Sworn before me this day of oA-b\V r 20..eL( '. Notary Public TARA N ARCHER NOTARY PUBLIC-STATE OF NEW YORK PROPERTY OWNER AUTHORIZATION No.01 AR6335397 (Where the applicant is not the owner) Qualified in Suffolk County My Commission Expires o1-11-2024 I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 OF Fat BUILDING DEPARTMENT- Electricatjnspec r TOWN OF SOUTHOLD 2021 fNV CZ Town Hall Annex - 54375 Main Road - PO Dox 1179 Southold, New York 11971-0,95, Telephone (631) 765-1802 - FAX (631) 765 rogerr(@southoldtownny.gov - seand(cbsoutholdtownny.,qov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORIVIAT)ON �ii information Required) Date: Company Name: Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORIVIATIPN (All Information Required) Name: Address: Cross Street: Phone No.: Bldg.Permit M email: Tax Map District: 1000 Section: t s Block: Lot:. BRIEF ,RE OF WOIRK' INCLUQE SQUARE FOOT (Pk e Pri t Clearly): a 4--1AA'5 ahfd� -5wl6e leo w4r� 0 U V f I IV -, Square Footage: Circle All That Apply:' , I Is job ready for inspection?: n�ESE] NO F-]Rough In E] Final Do you need a Temp Certificate?: F-1 YES F-] NO issued On Temp Information: (All information required) Service SizeF-11 Ph❑3 Ph Size: A # Meters Old Meter# EJ New ServiceE]Fire Reconnect[-]Flood Reconnect Oservice Reconnect Ounderground Doverhead # Underground Laterals 0 1 R2 F-1 H Frame D Pole Work done on Service? Y E]N Additional Information: PAYMENT DUE WITH APPLICATION f6 PERMIT# Address: Switches J' Outlet G F I's Surface - Sconces UC Us Fans .:.....:__ -_ Fridge HVI/ Y , Exhaust Oven =W/D Smokes DW Mini ! " Ca r Qp :: ,. .. .._.. . ._._ MVI'"rc'ro. . _ '.Generator, Corn!?o. _ -064.oktop Tr-ansfer'. AC AH Hood Service Amps Have Used Special::-..: ...... Comments: S. 1 go47,W NO OR W \ • FOR��R�Y FRA - �S 15 'n W obi 1' `� N N ' Q _ 5 2,0 8' F F-- to 26.2^4' = ((} CU m O Lil 2 ' 2.02' w of � N N is FO- O 7 Y m V z ui uj W N. n. uI U 4.01' a. 7.98' I LLl Zo o I a N . O N 24.29' I 0:. y `I 0 A 5 �. `p OD a_ �k n] LV Ld - LU , �f N. !0'28'{ ("E. _ ? -• h 150.33' 0o u- 0 LJ J > a . Q GUARANTEED TO O u_ o SECURITY NATIONAL BANK Q 0 J GUARANTEED TITLE DIV..-AMERICAN TITLE INS.CQ O 0 c 3: F MAP OF LAND LOCATED AT s ° o c, MATTITUCK TOWN OF SOU71iOLD k6 TOWN OF SUFFOLK AON SURVEYED FOR PLA/CE .& K RUEGER I 5 - C 6 GEO2H./ . .6z ^ ::CwcF. = 20' YJ FINAL LOCATION 4 - 16 - 66 RcIM POINT,N.Y. LICENSED LAND SURVEYOR MAP NO. 6557 *=STAKE . ■ a MONUMENT FOUNDATION 'S LOCATION I - 26 - 66 NEwYaRKSrATE LICENSE' No 25589 q �� ! 1 rRi�rE18-AC79D1-1OB-EN . ® Installer's Guide Condensing Units 4TTR3 ALL phases of this installation must comply with NATIONAL, STATE AND LOCAL CODES IMPORTANT—This Document is customer property and is to remain with this unit. Please return to service informa- tion pack upon completion of work. These instructions do not cover all variations in systems or provide for every possible contingency to be met in connection with the installation.Should further information be desired or should particular problems arise which are not covered sufficiently for the purchaser's purposes,the matter should be referred to your installing dealer or local distributor. Note:The manufacturer recommends installing only approved matched indoor and outdoor systems.Some of the benefits of installing approved matched indoor and outdoor split systems are maximum efficiency,optimum performance and the best overall system reliability. Table of Contents Section1.Safety.....................................................................................2 a Section 2. Unit Location Considerations.............................................3 Section 3. Unit Preparation....................................................................5 Section 4.Setting the Unit......................................................................5 �� —� Section 5. Refrigerant Line Considerations.........................................6 9 9 8 Section 6. Refrigerant Line Routing.......................................... .......... Section 7. Refrigerant Line Brazing9 .............................................. ....... Section 8. Refrigerant Line Leak Check.............................................11 Section 9. Evacuation...................:......................................................12 ��� Section 10.Service Valves..................................... . .........................12 � Section 11. Electrical- Low Voltage.......................1...........................13180 Section 12.Electrical-High Voltage..................................................15 Section 13.Start Up...................... .......................................................16 Section 14.System Charge Adjustment.................... . ......... Section 15.Checkout Procedures and Troubleshooting 23 Section 16. Refrigerant Circuits..........................................................27 Section 1. Safety This information is intended for use by individuals LIVE ELECTRICAL COMPONENTS! possessing adequate backgrounds of electrical and During installation,testing, servicing,and trouble- mechanical experience.Any attempt to repair a central shooting of this product, it may be necessary to work air conditioning product may result in personal injury with live electrical components.Failure to follow all and/or property damage.The manufacture or seller electrical safety precautions when exposed to live cannot be responsible for the interpretation of this electrical components could result in death or serious information, nor can it assume any liability in connec- injury. tion with its use. A CAUTION If using existing refrigerant lines make certain that all These units use R-41 OA refrigerant which operates joints are brazed, not soldered. at 50 to 70%higher pressures than R-22.Use only R-41 OA approved service equipment.Refrigerant cylinders are painted a"Rose"color to indicate the type of refrigerant and may contain a"dip"tube to Scroll compressor dome temperatures may be hot.Do allow for charging of liquid refrigerant into the sys- not touch the top of compressor;it may cause minor to tem.All R-41 OA systems use a POE oil that readily severe burning. absorbs moisture from the atmosphere.To limit this "hygroscopic"action,the system should remain sealed whenever possible.If a system has been open to the ■ atmosphere for more than 4 hours,the compressor oil WARNING! must be replaced.Never break a vacuum with air and This product can expose you to chemicals Including lead, always change the driers when opening the system which are known to the State of California to cause cancer for component replacement.For specific handling and birth defects or other reproductive harm. For more concerns with R-41 OA and POE oil reference Retrofit information go to www.P65Warnirigs.ca.gov Bulletins SS-APGO06-EN and APP-APG011-EN or APP-APG012-EN. UNIT CONTAINS R-410A REFRIGERANT! R-410A operating pressures exceed the limit of R-22. Proper service equipment is required.Failure to use proper service tools may result in equipment damage or personal injury. SERVICE USE ONLY R-41 OA REFRIGERANT AND AP- PROVED POE COMPRESSOR OIL. Extreme caution should be exercised when opening the Liquid Line Service Valve.Turn counterclockwise until the valve stem just touches the rolled edge.No torque is required.Failure to follow this warning will result in abrupt release of system charge and may result in personal injury and/or property damage. 2 18-AC791)1-1013-EN Section 2. Unit Location Considerations 2.1 Unit Dimensions and Weight Table 2.1 Unit Dimensions and Weight Models H x D x W(in) Weight*(lb) 2 W 4TTR3018H 29 x 26 x 29 133 4TTR3024H 29 x 26 x 29 130 471130301-1 29 x 26 x 29 137 4TTR3036H 29 x 30 x 33 147 10 — - 4TT133042E 29 x 30 x 33 172 ^ � ^a/l H 4TTR3048E 37 x 30 x 33 184 4TTR3060E 37 x 34 x 37' 211 Weight values are estimated. When mounting the outdoor unit on a roof, be sure the roof will support the unit's weight. D Properly selected isolation is recommended to alleviate sound or vibration transmission to the building structure. 2.2 Refrigerant Piping Limits 1. The maximum TOTAL length of refrigerant lines from outdoor to indoor unit should F; NOT exceed 150 feet*(including lift). 2. The maximum vertical change should not , t� . . :_� exceed 50 feet*. Standard Line Set 150'Max ToTAL Line Len gg . 3. Standard and alternate line sizes and service valve connection sizes are shown in Table 5.1. _ * See Table 5.1 for exceptions for certain M x tonnages. Ch n`ge --- 9 Note: For other line lengths, Refer to Refriger- ant Piping Application Guide,SS-APG006-EN or Refrigerant Piping Software Program, 32- 3312-xx(latest revision). ul 50' Max Vertical Change 18=AC701-1013-EN 3 2.3 Suggested Locations for Best Reliability Ensure the top discharge area is unrestricted for Avoid at least five(5)feet above the unit. Near loses" Near Bedrooms Three(3)feet clearance must be provided in front of the control box(access panels) and any other side requiring service. 0) Min5'Unrestrided It is not recommended to install in a location where noise may distract the building occu- Min.IT to dUnr...cted---j pants. Some examples of these types of loca- SnruEbery l .9a ffl tions are sleeping quarters and by windows of • - ncoess Panel a living area. Please discuss location with the building owner prior to installation. � 6 A �x. � �"[Rl f--- •,a:.i+F:fi7:4Y ev'+.t.aru"h�rw W.;+rvx Avoid locations such as near windows where f condensation and freezing defrost vapor can annoy a customer. as a Position the outdoor unit a minimum of 12"from d any wall or surrounding shrubbery to ensure d a adequate airflow. d a e as a a Min.12'to d Min.12' Outdoor unit location must be far enough away Sh bb- �-- f-- to wail from any structure to prevent excess roof runoff water or icicles from falling directly on the unit. p tt 2.4 Cold Climate Considerations NOTE: It is recommended that these precau- tions be taken for units being installed in areas where snow accumulation and prolonged below freezing temperatures occur. U v • Units should be elevated 3-12 inches above the pad or rooftop, depending on local weather.This additional height will allow Min.17 drainage of snow and ice melted during defrost cycle prior to its refreezing.Ensure jBartier now that drain holes in unit base pan are not obstructed preventing draining of defrost water. Snow Legs • If possible, avoid locations that are likely to Ca accumulate snowdrifts.If not possible,a c 3-12"Elevation snow drift barrier should be installed around Pad the unit to prevent a build-up of snow on the, sides of the unit. 4 18-ACM1-1013-EN 2.5 Coastal Considerations If installed within one mile of salt water, including seacoasts and inland waterways, models without factory sup- plied Seacoast Salt Shields require the addition of BAYSEAC001 (Seacoast Kit)at installation time. Section 3. Unit Preparation 3.1 Prepare The Unit For Installation STEP 1 -Check for damage and report prompt- ly to the carrier any damage found to the unit. STEP 2-To remove the unit from the pallet, remove tabs by cutting with a sharp tool. REMOVE TABS AS UZI, SHOWN LAO :rft Section 4. Setting the Unit 4.1 Pad Installation When installing the unit on a support pad, such as a concrete slab,consider the following: - — • The pad should be at least 1"larger than the , unit on all sides. – • The pad must be separate from any structure. • The pad must be level. _ • The pad should be high enough above grade to allow for drainage. • The pad location must comply with National, _ State,and Local codes. ,a For other applications refer to application guide. 18-AC701-106-EN 5 Section 5. Refrigerant Line Considerations 5.1 Refrigerant Line and Service Valve Connection Sizes Table 5.1 Line Sizes Service Valve Connection Sizes Max Line&Lift Lengths RATED LINE SIZES Vapor Liquid Vapor Line Liquid Line TOTAL Max Max Lift(ft.) Line Line Connection Connection Line Length(ft.) 4TTR3018H 3/4 3/8 3/4 3/8 150 50 4TTR3024H 3/4 3/8 3/4 3/8 150 50 4TTR3030H 3/4 3/8 3/4 3/8 150 50 4TTR3036H 3/4 3/8 3/4 3/8 150 50 4TrR3042E 7/8 3/8 7/8 3/8 150 50 4TTR3048E 7/8 3/8 7/8 3/8 150 50 4TfR3060E 7/8 3/8 7/8 3/8 150 50 Note: For other line lengths, Refer to Refrigerant Piping Application Guide, SS-APG006-EN or Refrigerant Piping Software Program,32-3312-xx(latest revision). 6 18-AC79D1-10B-EN 5.2 Factory Charge The outdoor condensing units are factory charged with the system charge required for the outdoor condensing unit,ten(10)feet of tested connecting line, and the smallest rated indoor evaporative coil match. Always verify proper system charge via subcooling (TXWEEV)or superheat(fixed orifice) per the unit nameplate. 5.3 Required Refrigerant Line Length Determine required line length and lift. You will need this later in STEP 2 of Section 14. Total Line Length= Ft. ; Total Vertical Change(lift)= Ft. �—Line Length--*.I . O 5.4 Refrigerant Line Insulation Important.The Vapor_ine must alu_ays be insulated. DO NOT allow the.,.iquid-ine and Vapor Line Vapor_ine to come in direct(metal to metal) Liquid Line P contact. Insulation t T 18-AC701-1013-EN 7 5.5 Reuse Existing Refrigerant Lines I using existing refrigerant lines make certain that II joints are brazed, not soldered. For retrofit applications,where the existing indoor evaporator coil and/or refrigerant lines I will be used,the following precautions should I li II be taken: 11 I I II II • Ensure that the indoor evaporator coil and refrigerant lines are the correct size. li I • Ensure that the refrigerant lines are free of I leaks,acid, and oil. Section 6. Refrigerant Line Routing 6.1 Precautions Important. Ta.,,e precautions to p►eVent noise Comply with National,State, and Local Codes when u.ithin the building structure due to vibration isolating line sets from joists, rafters, walls,or other transmission from the refrigerant lines. structural elements. For Example: • When the refrigerant lines have to be fastened to floor joists or other framing in a structure, use isolation type hangers. • Isolation hangers should also be used when refrigerant lines are run in stud spaces or enclosed ceilings. • Where the refrigerant lines run through a wall or sill,they should be insulated and isolated. • Isolate the lines from all ductwork. • Minimize the number of 909 turns. 8 Feet Maximum Joist/Rafter 0 0 / 0 0 0 o Isolator 0 0 0 0 0 0 0 0 0 0 0 Side View I 8 Feet Maximum Line Set Secure Vapor line from joists using isolators every 8 ft.Secure Liquid Line directly to Vapor line using tape,wire,or other appro- priate method every 8 ft. Isolation From JolstlRafter 8 18-AC79D1-10B-EN 8 Feet Maximum Wall rq � t tiryr 0€Et, 0 P s �i ' O 00 M Isolator tat °� d{ 0 -41 o •� l „ . z M' t t r :L� Line Set Side View 8 Feet Maximum Secure Vapor Line using isolators every 8 ft.Secure Liquid Line directly to Vapor Line using tape,wire,or other appropriate method every 8 ft. Isolation In Wall Spaces Wall Sealant r rFa ➢' ,�€� a� °��r"�; a� .ia� � Ductwork Insulation o� ,.� •a, 8 apor Line ° ` ' _ .,n�.c,€P#; 'at .r€'s-.00.. °.. r'?� '.Isolator O 0 O O Line Set Isolation Through Wall DO NOT hang line sets from ductwork Section 7. Refrigerant Line Brazing 7.1 Braze The Refrigerant Lines STEP 1 - Remove caps or plugs.Use a debur- ing tool to debur the pipe ends.Clean both internal and external surfaces of the tubing using an emery cloth. 0 18-AC791)1-106-EN 9 STEP 2- Remove the pressure tap cap and valve cores from both,service valves. STEP 3- Purge the refrigerant lines.and indoor coil with dry nitrogen. 0 STEP 4 Wrap a wet rag around the valve body to avoid heat damage and continue the dry nitro- gen purge. Braze the refrigerant lines to the service valves. For units shipped with a field-installed external drier,check liquid line filter drier's directional flow arrow to confirm correct direction of refrigeration flow(away from outdoor unit and toward evapo- rator coil)as illustrated.Braze the filter drier to the Liquid Line. Continue the dry nitrogen purge.Do not remove d 3-4"from valve the wet rag until all brazing is completed. d d d , Important: Remove the wet rag before stopping the dry nitrogen purge. Note:Install drier in .iquid_ine. NOTE: Precautions should be taken to avoid heat damage to basepan during brazing. It is recommended to keep the flame directly off of the basepan. 10 18-AC79131-1013-EN STEP 5- Replace the pressure tap valve cores after the service valves have cooled. Section 8. Refrigerant Line Leak Check 8.1 Check For Leaks STEP 1 -Pressurize the refrigerant lines and evaporator coil to 150 PSIG using dry nitrogen. 150 PS I G MH rx. Vj STEP 2-Check for leaks by using a soapy solu- tion or bubbles at each brazed location. Remove nitrogren pressure and repair any leaks before continuing. 0 18-AC701-1013-EN 11 Section 9. Evacuation 9.1 Evacuate the Refrigerant Lines and Indoor Coil Important:De net open the setVice Vali es until the teftigetant lines and index coil lea, chec., and evacuation ate complete. 0350 STEP 1 - Evacuate until the micron gauge reads Microns no higher than 350 microns,then close off the valve to the vacuum pump. ON oFF STEP 2-Observe the micron gauge.Evacuation is complete if the micron gauge does not rise above 500 microns in one(1) minute. Once evacuation is complete blank off the 1 MIN. vacuum pump and micron gauge,and close the valves on the manifold gauge set. Section 10. Service Valves 10.1 Open the Gas Service Valve Important:-ear,chec.,and e�acuation must be completed befete opening the segice�alVes. 1t4 TURN ONLY CAP � COUNTERCLOCKWISE FOR FULL OPEN NOTE: Do not vent refrigerant gases into the POSITION atmosphere. STEP 1 -Remove valve stem cap. !— VALVE STEM STEP 2- Using an adjustable wrench, turn valve UNIT SIDE stem 1/4 turn counterclockwise to the fully open OF VALVE position. STEP 3- Replace the valve stem cap to prevent leaks.Tighten finger tight plus an additional 1/6 PRESSURE TAP PORT turn. GAS LINE CONNECTION 12 18-AC79D1-10B-EN 10.1 Open the Liquid Service Valve A WARNING Extreme caution should be exercised when Capes opening the Liquid Line Service Valve.Turn counterclockwise until the valve stem just touches the rolled edge.No torque is required. Unit Side ,3/16"Hex wrench Failure to follow this warning will result in abrupt of Service / release of system charge and may result in Valve personal injury and/or property damage. Rolled Edge to Important.-ea.chec.and evacuation must be /r Captivate Stem completed before opening the service�al�es. Hex Headed Valve System STEP 1 -Remove service valve cap. STEP 2- Fully insert 3/16"hex wrench into the stem and back out counterclockwise until valve stem just touches the rolled edge (approximately five(5)turns.) IServicePort0 STEP 3-Replace the valve cap to prevent leaks. Tighten finger tight plus an additional 1/6 turn. Section 11. Electrical - Low Voltage 11.1 Low Voltage Maximum Wire Length Table 11.1 defines the maximum total length of Table 11.1 low voltage wiring from the outdoor unit,to the 24 VOLTS indoor unit, and to the thermostat. WIRE SIZE MAX.WIRE LENGTH 18 AWG 150 Ft. 16 AWG 225 Ft. 14 AWG 300 Ft. 18-AC79D1-10B-EN 13 11.2 Low Voltage Hook-up Diagrams With TEM 3,4,6,8 With TAM 4, 7,9 Thermostat Air Handler Outdoor Thermostat Air Handler Outdoor Unit Unit 24 VAC HOT —PI R R —1 24 VAC HOT R R 1 I FAN G G 1 FAN G G I I ff 24 VAC / B I 24 VAC Common B �+ Blue B Common B�C B Blue B I I IIS^ l I SOV I �, r I sov COOL/HEAT Y tt--11 COOL/HEAT Y t STE�ei� YI YI Y2* Yp Yp TING H EATING s NAGE W 1 W 1 2nd STAGE White White EMERGENCY __--W Z EMERGENCY HEAT WZ L Pink Pink BK t /B14 •Units with pigtails require wirenuts for connections. Cap all unused wires. •In AC systems for multiple stages of electric heat,jumper W1 and W2 together if comfort control has only one stage of heat. •TEM3J4-Bypass air handler and connect Y from comfort control directly to OD unit *TEM6 Only **TEM6 only-When using a BK enabled comfort control,cut BK jumper and bypass Y1 and Y2 at the air handler.Connect BK from comfort control to BK of the air handler •TAM4 only-Wire as shown,no BK is available •TAM7 only-When using a BK enabled comfort control,cut BK jumper on the AFC and connect BK from comfort control to BK of the air handler With Furnace With Variable Speed Furnace Thermostat Furnace Outdoor Thermostat Furnace Outdoor Unit Unit 24 VAC HOT El R 24 VAC HOT R R FAN G G FAN G G 24 VAC 24 VAC Common BSC B B Common BSC B B poolYl Y Y coop Y1 Y __ Y 4f I --YLo --- HEATING W 1 W 1 HEATING W 1 W 1 f W2 ___ W2 • W2 ____W2 BK ----rBK •Units with pigtails require wirenuts for connections. Cap all unused wires. •In AC systems for multiple stages of heat,jumper W1 and W2 together if comfort control has only one stage of heat. *If equipped with second stage heat **When using a BK enabled comfort control,cut BK jumper and bypass Y and YLo at the furnace.Connect BK from comfort control to BK of the furnace 14 18-AC79D1-1013-EN Section 12. Electrical - High Voltage 12.1 High Voltage Power Supply A WARNING LIVE ELECTRICAL COMPONENTS! -_-'- During installation,testing,servicing, and ._ troubleshooting of this product, it may be nec- �'u essary to work with live electrical components. Failure to follow all electrical safety precau- tions when exposed to live electrical compo- nents could result in death or serious injury. The high voltage power supply must agree with f the equipment nameplate.Power wiring must = = comply with national,state, and local codes. Follow instructions on unit wiring diagram located on the inside of the control box cover and in the Service Facts document included with the unit. 12.2 High Voltage Disconnect Switch Install a separate disconnect switch at the outdoor unit. For high voltage connections,flexible electri- cal conduit is recommended whenever vibra- tion transmission may create a noise problem within the structure. ; 12.3 High Voltage Ground Ground the outdoor unit per national, state,and local code requirements. 18-AC701-1013-EN 15 Secti®n 13. Start Up 13.1 System Start Up STEP 1 -Ensure Sections 7 through 12 have been completed. STEP 2-Set System Thermostat to OFF. OFF STEP 3-Turn on disconnect(s)to apply power to the indoor and outdoor units. e ox R 0 STEP 4-Wait one(1) hour before starting the — unit if compressor crankcase heater acces- sory is used and the Outdoor Ambient is below 7o°F. 60 MIN. STEP 5-Set system thermostat to ON. ON L W- 16 18-AC79D1-10B-EN Section 14. System Charge Adjustment (Systems can be rated with TXV, EEV or Piston. Ensure charging method Is correct. 14.1 Temperature Measurements STEP 1 -Check the outdoor temperatures. X Subcooling (in cooling mode) is the only recom- See Section 14.2 for 120°F mended method of charging above 55°F ambi- Outdoor ✓ ent outdoor temperature. See Section 14.2. Temperatures Above 55°F 55°F X Note:For Superheat(In Cooling Mode), refer to the Superheat Charging Table Outdoor Temp 1 For best results the indoor temperature should be kept between 70° F to 80°F. See Section 14.3 for Outdoor X Note:It is important to return in the spring or Temperatures summer to accurately charge the system in the Below 55°F 55°F cooling mode when outdoor ambient tempera- ✓ ture is above 55°F Outdoor Temp 2 For best results the indoor temperature should 80°F X be kept between 70°F to 80°F. ✓ 70°F X Indoor Temp 14.2 Subcooling Charging in Cooling(Above 55°F Outdoor Temp.) STEP 1 -Use the refrigerant line total length / and lift measurements from Section 5.3. Total Line Length= Ft. . ....... Vertical Change (Lift)= Ft. LIFT 18-AC79D1-10B-EN 17 STEP 2-Determine the final subcooling value using total Line Length and Lift measured in STEP 1 and the charts below. 1.5 Ton Units 2 Ton Units SUBCOOL CHARGING CHART CORRECTIONS TABLE(FOR LINE LENGTH AND RISE) SUBCOOL CHARGING CHART CORRECTIONS TABLE(FOR LINE LENGTH AND RISE) 50 Add 1' 4° 50 1° 40 Add r Add 2' : 40 \ Add 1° Add 2° W 30 1 z 30 Add 1° J J z¢ 25 Use Design Subcooling 1' ZQ 25 Use Design Subcooling K 15 Add 1* K 15 10 0 10 u 0 u- 0 w 20 30 40 50 60 70 80 90 100 110 120 130 140 150 Lu 20 30 40 50 60 70 80 90 100 110 120 130 140 150 TOTAL REFRIGERANT LINE LENGTH(FT)-[includes lift] TOTAL REFRIGERANT LINE LENGTH(FT)-[includes lift] 2.5 Ton Units 3 Ton Units SUBCOOL CHARGING CHART CORRECTIONS TABLE(FOR LINE LENGTH AND RISE) SUBCOOL CHARGING CHART CORRECTIONS TABLE IFOR LINE LENGTH AND RISE) v LL 4° 0 1° Add 1° Add 2° �—�` 40FIN" Us. Add 1° Add 2° W 30 Add 1° z 30 Add 1° I 25�� Use Design Subcooling z 25 Design Subcooling ¢ 15 1^ 15 1° W 10 10 LL 01 0 W 20 30 40 50 60 70 80 90 100 110 120 130 140 150 20 30 40 50 60 70 80 90 100 110 120 130 140 150 TOTAL REFRIGERANT LINE LENGTH(FT)-[includes lift] TOTAL REFRIGERANT LINE LENGTH(FT)-[includes lift] 3.5 Ton Units 4 Ton Units SUBCOOL CHARGING CHART CORRECTIONS TABLE(FOR LINE LENGTH AND RISE) SUBCOOL CHARGING CHART CORRECTIONS TABLE(FOR LINE LENGTH AND RISE) LL 50 \\ V` Add 4° 50 1° Add 4° D 40 Add 1° Add 2° w 40 1° Add 2° z 30 Add 1° z 30Mi Add 1° z25 Use Design Subcooling z 25 Use Design Subcooling g 15 Add 1° g 15 Add 1° 10 W 10 LL 01 Ir LL 0 it 20 30 40 50 60 70 80 90 100 110 120 130 140 150 it 20 30 40 50 60 70 80 90 100 110 120 130 140 150 TOTAL REFRIGERANT LINE LENGTH(FT)-[includes lift] TOTAL REFRIGERANT LINE LENGTH(FT)-[includes lift] 5 Ton Units SUBCOOL CHARGING CHART CORRECTIONS TABLE(FOR LINE LENGTH AND RISE) Design Subcooling Value= ° F sp (from nameplate or Service Facts) LL W 40; ,; 1° z 30 ` Add 2° z25 Use Design Subcooling Add 1° o 15 Subcooling Correction= - F W 10 Add 1° cs ie p 1° LL W 20 30 40 50 60 70 80 90 100 110 120 130 140 150 p Final Subcooling Value= - F TOTAL REFRIGERANT LINE LENGTH(FT)-[includes lift] 18 118-AMM-1013-EN STEP 3-Stabilize the system by operating for a minimum of 20 minutes. At startup,or whenever charge is removed or added,the system must be operated for a mini- 20 MIN. mum of 20 minutes to stabilize before accurate measurements can be made. STEP 4-Measure the liquid line temperature and pressure at the outdoor unit's service valve. Measured Liquid Line Temp= °F �^ Liquid Gage Pressure= PSI _ Final Subcooling Value= °F MM STEP 5-Use the final subcooling value, refriger- Table 14.2 ant temperature and pressure from STEP 4,to determine the proper liquid gage pressure using R-41 CIA REFRIGERANT CHARGING CHART Table 14.2. LIQUID FINAL SUBCOOLING(°F) TEMP 8 1 9 1 10 1 11 13 14 CF) LIQUID GAGE PRESSURE(PSI) Example:Assume a 122 F Final Subcooling 55 179 182 185 188 195 198 value and liquid temp of 90°F. 60 195 198 201 204 211 215 65 211 215 218 222 229 232 70 229 232 236 240 247 251 1.Locate 12°F Final Subcooling in Table 14.2. 75 247 251 255 259 267 271 2.Locate the Liquid Temperarature(90°F) in 80 267 271 275 279 287 291 the left column. 85 287 291 296 300 309 313 3.The Liquid Gage Pressure should be ap- r 331 336 proximately 327 PSI. (This is the shown as 95 331 336 346 1 355 360 the intersection of the Final Subcooling column 100 0 365 370 376 381 386 and the Liquid Temperature row. 3811386 391 396 402 407 413 110 407 413 418 424 429 435 441 115 435 441 446 452 1458 464 470 120 464 470 476 482 14881495 501 125 495 501 507 I_5_14_F_52O_r5_27 1533 From DW9.0154WMI Rev.3 18-AC701-1013-EN 19 STEP 6-Adjust refrigerant level to attain ^^ proper gage pressure. 14 IN Add refrigerant if the Liquid Gage Pressure is lower than the chart value. 1. Connect gages to refrigerant bottle and unit as illustrated. 2. Purge all hoses. 3. Open bottle. 4. Stop adding refrigerant when liquid line temperature and Liquid Gage Pressure matches the charging chart Final Subcooling value. Recover refrigerant if the Liquid Gage Pres- sure is higher than the chart value. STEP 7- Stabilize the system. 1. Wait 20 minutes for the system condi- tion to stabilize between adjustments. Note:When the Liquid Line Temperature and 20 M1 N. Gage Pressure approximately match the chart, the system is properly charged. 2. Remove gages. 3. Replace service port caps to prevent leaks. Tighten finger tight plus an ad- ditional 1/6 turn. STEP S-Verify typical performance. (Example only-see Pressure Tables) RAIOA REFT4 GERAN7 CHARGING CHART LIQUID DESIGN SUIICCIOLING(°F) TEMP 0 t0 12 A LIGUID GAGE PRESSURE(PSI) Refer to System Pressure Tables to verify typical 55 179 162 I. I- 191 95 196 60 195 1 198 1 201 204 208 1 211 1 215 performance. 0 2239 231 236 244 243 247 51 75 247 1 Est 255 259 263 267 271 80 87 271 275 279 283 287 291 85 28) 291 296 300 300 309 313 80 309 313 318 322 327 331 338 % 331 336 301 346 351 355 =I 100 355 360 365 370 376 3R1 3Ii6 105 3B1 38fi 391 3% 402 407 413 110 40) 418 424 429 435 441 115 435 441 446 452 458 464 470 120 464 4]O 476 482 — 495 501 125 495 501 507 514 520 527 533 Refer l0 6elvico Facts al Insla9eYs Gube la lul9m0 nW10oE. 0D 13/14 SEER AC y IB 24725 3W31 3W3]42743 4B 60 W7 IDWe18W5 i_P_.; 110 71 160 159 156 157 158 154 158 67 154 157 150 149 150 148 148 63 148 104 100 142 142 140 140 59 142 137 138 135 135 132 132 100 71 156 155 152 153 150 152 150 67 150 108 106 145 147 144 146 63 144 141 140 138 138 136 138 59 138 130 134 132 131 130 130 90 71 152 152 150 149 152 148 150 67 146 145 144 141 143 147 147 20 18-AC791)1-106-EN Fixed Orifice Superheat Charging Table Indoor Wet Bulb Temp(F) 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 55 7 9 10 11 12 14 15 17 18 20 21 23 24 26 27 29 30 60 5 7 8 9 10 12 13 15 16' 18 19 21 22 24 25 2728 30 31 65 4 6 8 10 11 13 14 16 17 18 19 21 22 24 25 27 28 27 31 70 5 7 8 10 11 13 14 16 17 18 19 21 22 24 25 27 28 30 31 Outdoor 75 5 6 7 9 10 12 14 16 18 19 21 22 24 26 28 29 31 32 Dry 80 4 6 7 9 10 11 12 14 16 18 19 21 23 25 26 28 29 31 33 Bulb Temp. 85 4 6 7 9 10 13 14 16 18 20 21 23 24 26 28 29 30 31 32 (F) 90 4 6 8 10 11 13 14 16 18 20 22 24 25 27 28 30 31 95 4 6 8 10 13 14 16 18 20 22 23 25 26 28 29 100 6 8 10 12 13 16 18 20 21 23 25 27 29 105 4 6 7 9 11 13 15 18 20 22 24 26 28 110 4 7 9 11 13 16 18 21 23 26 28 115 6 9 12 14 16 19 21 24 26 Using a digital psychrometer,measure the return air wet-bulb temperature at the unit just before the coil.Also measure the outdoor dry-bulb tem- perature.Use these temperatures to locate the target superheat on the charging table.Do not attempt to charge the system if these conditions fall outside of this charging table. ADD refrigerant to DECREASE total superheat.REMOVE refrigerant to INCREASE total superheat.Always allow 10 to 15 minutes of operature after any refrigerant or air flow change prior to determining the final superheat. 18-AC79D1-10MIN 21 STEP 9- Record System Information for refer- ence. Record system pressures and temperatures after charging is complete. Outdoor model number= Measured Suction Line Temp= ° F Measured Outdoor Ambient= °F Liquid Gage Pressure= PSIG Measured Indoor Ambient= ° F Suction Gage Pressure= PSIG Measured Liquid Line Temp= ° F 14.3 Subcooling Charging Below 55°F Outdoor Temp. The Subcooling Charging method in cooling is not recommended below 55°F outdoor temperature. The recommended method of charging at outdoor temperatures below 552 F is weighing in the charge.Return when weather conditions permit charge verification through subcooling. STEP 1 - Determine additional charge. Note:The nameplate charge value represents Weigh-In Method can be used for the initial the amount of refrigerant shipped in the outdoor installation, or anytime a system charge is being unit and is compatible with 10 feet of AHRI rated replaced.Weigh-in Method can also be used refrigerant lines and the smallest AHRI rated when power is not available to the equipment coil. site or operating conditions(indoor/outdoor temperatures) are not in range to verify with the Using the method below,find the charge associ- subcooling charging method. ated with the additional length of tubing above 10 ft.and record it below. Calculating Charge Using the Weigh-In Method 1) Measure in feet the distance between the 1. Total Line length (ft)—10 ft outdoor unit and the indoor unit.(Include the entire length of the line from the service 2. Charge multiplier x 0.6 oz valve to the IDU.) Subtract 10 ft from this entire length and record on line 1. 3. Step 1 x Step 2 = 2) Enter the charge multiplier(0.6 oz/ft). Each 4. Refrigerant(oz) _ linear foot of interconnecting tubing requires the addition of 0.6 oz of refrigerant. 3) Multiply the total length of refrigerant tubing (Line 1)times the value on Step 2.Record the result on Line 3 of the Worksheet. 4) This is the amount of refrigerant to weigh-in prior to opening the service valves. 22 18-AC79W-106-EN STEP 2-Stabilize the system by operating for a minimum of 20 minutes. At startup,or whenever charge is removed or 20 MIN. added,the system must be operated for a mini- mum of 20 minutes to stabilize before accurate measurements can be made. STEP 3-Check the liquid line temperature and Measured Liquid Line Temp= °F liquid gage pressure to obtain a minimum of 102 subcooling in heating mode. Liquid Gage Pressure= PSIG STEP 4-Add charge if a minimum of 102 sub- cooling is not obtained with the namplate charge plus additional charge previously added. STEP 5- Return to site for adjustment. Important: Return in the spring or summer to accurately charge the system in the cooling mode with outdoor ambient above 55°F. Section 15. Checkout Procedures and Troubleshooting 15.1 Operational And Checkout Procedures Final phases of this installation are the unit Operational and Checkout Procedures.To obtain proper performance,all units must be operated and charge adjustments made. Important.Perform a final unit inspection to be sure that factory tubing has not shifted during shipment.Adjust tubing if nec- essary so tubes do not rub against each other when the unit runs.Also be sure that wiring connections are tight and properly secured. CHECKOUT PROCEDURE After installation has been completed,it is recommended that the entire system be checked against the following list: 1. Leak check refrigerant lines......................................... [ ] 7. Be sure that indoor coil drain line drains freely.Pour water 2. Properly insulate suction lines and fittings.................... [ ] into drain pan................................................................ [ ] 3. Properly secure and isolate all refrigerant lines............ [ ] 8. Be sure that supply registers and return grilles are open and unobstructed.......................................................... [ ] 4. Seal passages through masonry. 9. Be sure that a return air filter is installed...................... If mortar is used,prevent mortar from coming [ ] into direct contact with copper tubing........................... [ ] 10. Be sure that the correct airflow setting.is used. 5. Verify that all electrical connections are tight................ [ ] (Indoor blower motor)................................................... [ ] 6. Observe outdoor fan during on cycle for clearance 11. Operate complete system in each mode to and smooth operation................................................... [ ] ensure safe operation................................................... [ ] 18-AC79D1-10B-EN 23 15.2 Troubleshooting TROUBLESHOOTING Compressor fails to start Contactor check Is contactorYES energized? Go To:Compressor won't run contacts closed NO Check for 24 volts AC across contactor coil Is voltage YES present at Replace contactor ntactor coi. NO Check control transformer and control fuse s the contro YES Jumper R to Y low Does the YES Replace the room transformer voltage terminals contactor thermostat d fuse goo at thermostat sub ener ize? 4base. g NO NO Repair or replace transformer or fuse. Investigate cause for Ee , replace failure(possible short in g wiring field wiring) Single Pole Contactor (MS)* Double Pole Contactor(MS)* OUT T2 T1 T2 T1 OUT o C 0 B HIGH HIGH VOLTAGE VOLTAGE Contactor Coil WI-1 24 VAC IN L2 L2 4�p--*L1 IN *Refer to Wiring Diagram to determine if a single pole or double pole contactor is used. 24 18-AC79131-1013-EN TROUBLESHOOTING Compressor won't run Contactor is closed Check for high voltage to contactor Check for open IOL s high voltage presen YES (Internal Overload) at T1 and T2? Check resistance of CtoSand CtoR NO +NO Check power Allow compressor supply from YES time to cool and disconnect and/or re-test breaker panel. <;�� en e chec YES Replace the rcuit d S? compressor Check for locked rotor Is Itage pre t Check Start- at C to S and C YES o Capacitor and to R with locked Relay(if present) rr amps o ? and Run Capacitor NO Check wiring to o the sta compressor components an YES Replace the C,S and R run capacitor compressor eck goo NO Replace start components and/ or run capacitor 18-AC79D1-10B-EN 25 15.2Troubleshooting SYSTEM FAULTS p9'9< 00 �L92 0 0 �O�f9��92�,y9 cP�o�GAF X09 p�o 9nc�9c�,o Fm<o�py cryyy,<o�oy��yo F REFRIGERANT CIRCUIT Head Pressure Too High C P P S P 5 S H P I P I S I I I P I S Head Pressure Too Low C S PI I IS SI I5 S S P H SPI S S I I S S P Suction Pressure Too High C S P P II I P P H S I S I I P Suction Pressure Too Low C I P I P S S H I P I S S S I I S Liquid Refrig.Floodback(TXVIEEV) C P 11P H P 11 P Liquid Refrig.Floodback C P S S S P (Cap.Tube) H P S S S S I.D.Coil Frosting C P S S H Compressor Runs C S P S S S P S S S S Inadequate or No CdolinglHtg H S P S S P S S S ELECTRICAL Compressor&O.D.Fan C P P 5 P S P P Won't Start H P P S P S P P Compressor Will Not Start C P S P S S S P But O.D.Fan Runs H P S P S S S P O.D.Fan Won't Start C P P S H P P S Compressor Hums But Won't Start C P S S S P H P S S S P Compressor Cycles on IOL C P S P S S is P S P P S S S S S H P S P S S P S P P S S S P S I.D.Blower Won't Start C P P P Iss S H P P P S DEFROST Unit Won't Initiate Defrost C H P P P Defrost Terminates on Time C H P P Unit Icing Up CH P S S S P P C -Cooling H - Heating P-Primary Causes S-Secondary Causes * -3 Phase Only 26 18-AC79131-1013-EN 16.0 Refrigerant Circuits 1.5&2 Ton Units FIELD INSTALLED INTER-CONNECTING TUBING -UB I NGG �- INDOOR I I OUTDOOR SECTION 1 I SECTION I 1 I!4 FLARE PRESSURE I TAP UTDOOR REFRIGERANT FLOW I I SUCTION COIL ---- LINE I FIEL I PCO CONNECTION I I I I I 1 I COMPRESSOR INDOOR I I CO I L I I HPC I I CHECK I I I I I I I I I 1 I VALVE 1 I 1/4 FLARE -- I I PRESSURE DISCHARGE I DRIER I TAP LINE EXPANSION I A I �- REFRIGERANT FLOW VALVE (TXV/EEV) I LIQUID LINE I FIEL 1 CONNECTION PRINTED FROM D157394P02 REV A 2.5&3.5 Ton Units FIELD INSTALLED INTER-CONNECTING TUBING INDOOR OUTDOOR SECTION SECTION 1/4 FLARE PRESSURE TAP UTDOOR REFRIGERANT FLOWSSUCTION COIL ---- LINE FIEL "CO CONNECTION COMPRESSOR INDOOR COIL HPC Lj CHECK _- VALVE 1/4 FLARE DISCHARGE DRIEfl PRESSURE LINE TAP EXPANSION REFRIGERANT FLOW VALVE IOUID LINE (TXV/EEV) FIEL PRINTED FROM D157394P01 CONNECTION 18-AC79D1-106-EN 27 3&4 Ton Units ' FIELD INSTALLED INTERCONNECTING TUBING OUTDOOR SECTION INDOOR I SECTION I Ill FLARE PRESSURE TAP I UTDOOR COIL REFRIGERANT FLOW 1 t SUCTION LINE I I FIEL I � PCO INDOOR CONNECTION I 1 COIL I I I I I I i I I COMPRESSOR I I 1 I HPC 1 I I I I I I I I I ID 1 1/4 FLARE t CHECK I PRESSURE VALVE 1 TAP LIQUID DISCHARGE DRIER INE LINE B- E%PANSION I I �- REFRIGERANT FLOW VALVE I I (OR FCCV) I I FIEL PRINTED FROM D158796P01 REV A CONNECTION 5 Ton Units FIELD INSTALLED UTDOOR INTER-CONNECTING TUBING COIL OUTDOOR INDOOR SECTION SECTION ' I/4 FLARE PRESSURE I TAP REFRIGERANT FLOW I SUCTION -..- LINE i FIEL PCO CONNECTION ' 11 I 1 I 1 I i i I COMPRESSOR I NDOOR COIL HPC i i i I CHECK VALVE i 1 I/4 FLARE DISCHARGE i DR I EA i PRESSURE L I NE TAP E%PANSION i REFRIGERANT FLOW VALVE I LIOUID LINE (T%V/EEV) i FIEL CONNECTION 28 18-AC701-108-EN TRWE' Trane-by Trane Technologies(NYSE:TT), a global climate innovator-creates comfortable, energy efficient indoor environments for commercial and residential applications.For more information, please visit trane.com or tranetechnologies.com. e ' C&M LISTED The AHRI Certified mark indicates Trane U.S.Inc.participation in the AHRI Certification program.For verification of individual certified products, go to ahridirectory.org. Trane has a policy of continuous data improvement and it reserves the right to change design and specifications without notice.We are committed to using environmentally conscious print practices. 18-AC79D1-10B-EN 28 Apr 2020 Supersedes 18-AC79D1-10A-EN (November 2019) ©2020 Trane Y i 1%7?44nFen i Air Handlers, Heat Pumps and Air Conditioners - Owner's Guide Congratulations on the purchase of your new outdoor unit. Your outdoor unit is designed to *Visit our website or ask your dealer for more Information on: work with a matched indoor unit creating a system that delivers years of dependable service . System operation • Optimizing system performance\Energy savings and performance. • Troubleshooting\Maintenance • Warranties and Product Registration Proper Maintenance* Your system requires maintenance and repair by a properly trained service technician. "Do-it-yourself' Before you call for service, check the following: repairs on an in-warranty unit may void your warranty. Problem Possible cause Remedy Other than performing the simple maintenance recommended below,you should not attempt to make any adjustments or repairs to your system.Your dealer can assist you with questions or problems.. Insufficient heating a. dirty filters a. clean or replace or cooling b. air not circulating freely b. check supply registers and return 1)Replace the air filter(s) grills for blockage A clean filter saves you money by helping ensure top system efficiency. c. blocked outdoor coil c. clear away leaves or other debris When replacing your filter(s),always use the same size and type that was originally supplied or consult Failure to operate a. power off a. make sure main switch is in with your dealer for recommendations.Be sure to replace it with the arrows pointing in the direction of ON position the airflow. b. open circuit breaker or b. reset circuit breaker,or replace burned-outfuses burned-outfuses Where disposable filters are used,they must be replaced every month with the same size as originally c. improperly adjusted c. check setting,adjust thermostat supplied. Clean or replace your filter twice a month during seasons when the unit runs more often. thermostat Ask your dealer where the filter is located in your system and how to service it. Auxiliary heat When outdoor temperature Monitor light.If it stays on continuously ' 2)Maintain free outdoor coil airflow indicator on falls,intermittent lighting when above 30°F,or if it comes on is normal when 50°F outdoors,call for service. i Efficient operation of your system depends on the free flow of air over outdoor unit's coil. ' Do not plant flowers or shrubbery right next to the unit.Also,make sure that nothing is stacked against No Heating or Blower door removed Close door securely to restore power the sides of the unit or draped over it. Cooling—Blower or ajar to blower does not operate Buildup of snow and ice can restrict airflow.As soon as possible after accumulation,clean snow from the area around the outdoor unit. i Unusual Noise Call your local servicer 3)Clean the finish Product Registration To ensure the longevity of the outdoor unit appearance, clean the exterior finish with soap and fresh water.For stubborn grease spots, use a household detergent.Do not use lacquer thinner or other syn- Registered Limited Warranty terms are available if the product is registered within 60 days thetic solvents as they may damage the finish.Note:For coastal region locations,a monthly fresh water of installation. If the product is not registered within 60 days of installation,the Base Limited rinse is recommended. Warranty terms will apply. 4)Call your dealer for additional routine maintenance Registration can be completed online. Please take a few moments to record the following Your system should be inspected at least once per year by a properly trained service technician. information to ensure your product registration process is quick and easy: Ask your dealer about economical service or preventative maintenance agreements that cover seasonal Indoor Unit Model No: Serial No: ® WARNINGS ® CAUTIONS Outdoor Unit Model No: Serial No: 1. Disconnect all electrical power to the indoor eir handler or 1.To prevent Injury,death,or property damage,read and follow all instructions and warnings, fumeaebefore removing access panels toperform any Inc uding labels shipped with orattached tounit before operating your new outdoor system. Thermostat Model Number maintenance.Disconnect power to both the indoor and outdoor 2.Although special care has been taken to minimae sharp edges m the construction of your units.NOTE:There may be more than one electrical disconnect unit,be extremely careful when handling parts or reaching into the unit. switch.Electric shock can cause personal injury or death. Installation/Startup Date 2. Improper installation,adjustment,alteration,service, 3.Condensate drains should be checked and cleaned periodically freely,w assure condensate can 1 drainfreeyfromcoiltodrain.Ifccndensatecenrrotdreinlreely,weterdamage could occur. maintenance,or use can cause explosion,fire,electrical Dealer shock,or other conditions which may cause personal 4.I1 heating system is not operational during the cold weather months,pprovisions must be injury orprops rrydamage.Consult aqualified Installer or taken to prevent freeze-up ofall water pipes and water receptacles.Thisisvery important service agency rInformationorassistance. during times of vacancy. Dealer Service Phone IMPORTANT: If the indoor air exceeds 60%relative humidity or simply feels uncomfortably humid,it is recommended that the indoor fan only be used in the AUTO mode. ©2017 Trane U.S.,Inc. Doc.32 5084-1 A Limited Warranty Subject to the terms and conditions of this limited warranty,Trane U.S.,Inc.("Company")extends a limited warranty to the original purchaser only for parts(but not labor) replaced as a result of manufacturing defects for the product(s)identified in Tables 1,1A,1B attached hereto("Products")that are installed in residential/multi-family application(personal,family,or household purposes)and subject to normal use and maintenance in the United States and Canada.All repairs of Products covered under this limited warranty must be made with authorized service parts and by a licensed service provider.Additionally,commercial applications are treated differently under this limited warranty as stated in Tables 1,IIA,1 B attached hereto."Commercial applications"shall mean any application other than for personal,family or household use. This limited warranty applies to Products manufactured on or after January 1,2020.Please read it in its entirety. TERM: Tables 1,1A,1 B(attached hereto)contain the Limited Warranty Period for the original purchaser: • For most installed Products including,but not limited to,Products installed in a builder's model home,the Commencement Date shall be the date that the original Installation is complete and all Product start-up procedures have been properly completed and recorded on the installer's invoice,which includes all model and serial numbers of the installed Product(s).If the installation and start-up date was not recorded on the installer's invoice the Commencement Date shall be sixty(60)days after the factory manufacture date,which is determined by the Product serial number. • If a Product is installed in a newly constructed home,the Commencement Date is the date the original purchaser purchased the residence from the builder.Proof of Product purchase,installation,and/or closing date of the residence may be required to confirm the Commencement Date. • The installation of Product replacement parts under this limited warranty shall not extend the original warranty period.The warranty period for any Product part replaced under this limited warranty is the applicable warranty period remaining under the original Product warranty. • If the original purchaser sells the home within five(5)years of the Commencement Date,this limited warranty shall apply to the subsequent purchaser(s)for all parts except the heat exchanger until five(5)years from the Commencement Date and for the heat exchanger until twenty(20)years from the Commence Date. How to Obtain Service:To locate a service provider in your area,who will provide service under this limited warranty,for Trane Product(s)please visit: www.trane.com or call 877-263-7578,for American Standard Product(s)please visit:www.americanstandardair.com or call 855-480-2741.Company may request proof of Product purchase and/or installation,including installation address,in order to provide replacement part(s)under this limited warranty. What Company Will Do:As the Company's only responsibility and the purchaser's only remedy under this limited warranty,Company will furnish a replacement part for installation by licensed HVAC service provider,without charge for the part only,to replace any Product part that fails due to a manufacturing defect under normal use and maintenance.The purchaser must pay for any and all shipping and handling charges and other costs of warranty service for the replacement part.If the Product part is not available,the Company will,at its option,provide a free suitable part or provide a credit in the amount of the then factory selling price for a new suitable substitute part to be used by the purchaser towards the retail purchase price of a new Company product.Any new Product purchase shall be at purchaser's sole cost and expense including,but not limited to,all shipping,removal,and installation costs and expenses. Eligibility Requirements:The following items are required in order for the Product(s)to be covered under this limited warranty: • The Product(s)must be in the same location where they were originally installed. • The Product(s) must be properly installed, operated, and maintained by a licensed HVAC service provider in accordance with the Product specifications or installation,operation,and maintenance instructions provided by Company with each Product.Failure to conform to such specification and/or installation,operation, and maintenance instructions shall void this limited warranty. • Company may request written documentation showing the proper preventative maintenance. • All Product parts replaced by Company under this limited warranty must be given to the servicing provider for return to Company. • Air handler,air conditioner,heat pumps,cased or uncased coils,stand-alone furnaces,and packaged units must be part of an Air Conditioning,Heating,and Refrigeration Institute rated and matched system or a specification in a Company provided bulletin or otherwise approved in writing by a Company authorized representative. • All claims under this limited warranty must be filed within 90 days of failure date. Exclusions:Following are not covered by this limited warranty: • Labor costs,including,but not limited to,costs for diagnostic calls or the removal and reinstallation of Products and/or Product parts. • Shipping and freight expenses required to ship Product replacement parts. • Failures,defects or damage(including,but not limited to,any loss of data or property)caused by: o Any third party product,service,or system connected or used in conjunction with the Product(s); o Any use that is not designed or intended for the Product(s); 0 Modification,alteration,abuse,misuse,negligence,or accident; o Improper storage,installation,maintenance,or operation including,but not limited to,operation of electrical equipment at voltages other that the range specified on the Product nameplate; 0 Any use in violation of the written instructions or specifications provided by Company; o Any acts of God including,but not limited to,fire,water,storms,lightening,or earthquakes,or any theft or riots; o A corrosive atmosphere or contact with corrosive material such as,but not limited to,chlorine,fluorine,salt,sulfur,recycled waste water,urine,fertilizers,rust, or other damaging substances or chemicals. • Products purchased direct including,but not limited to,Internet,or auction purchases and purchases made on an uninstalled basis. • Cabinets or cabinet pieces that do not affect Product performance,air filters,refrigerant,refrigerant line sets,belts,wiring,fuses,surge protection devices,non- factory installed driers,and Product accessories. • Increased utility usage costs. Replacement parts required to convert Product(s)from R-410A refrigerant to any other refrigerant. • Use of alternate,contaminated,counterfeit,non-manufacture approved refrigerants,and/or non-approved refrigerant additives including,but not limited to,dyes will void this warranty. • Liquid line filter drier must be replaced when a compressor replacement is necessary.A suction line filter drier must be added for compressor failures defined as burnouts and failure to do so will void this limited warranty. Additional Terms:THIS LIMITED WARRANTY AND LIABILITY SET FORTH HEREIN ARE IN LIEU OF ALL OTHER WARRANTIES AND LIABILITIES,WHETHER IN CONTRACT OR IN NEGLIGENCE,EXPRESS OR IMPLIED,IN LAW OR IN FACT.THE IMPLIED WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE ARE LIMITED TO THE DURATION OF THE APPLICABLE PRODUCT WARRANTY.COMPANY DOES NOT AUTHORIZE ANY PERSON TO CREATE FOR IT ANY OBLIGATION OR LIABILITY IN CONNECTION WITH THE PRODUCT(S).NOTWITHSTANDING ANYTHING IN THIS LIMITED WARRANTY TO THE CONTRARY,COMPANY SHALL NOT BE LIABLE FOR ANY INCIDENTAL,CONSEQUENTIAL,INDIRECT,SPECIAL,AND/OR PUNITIVE DAMAGES,WHETHER BASED ON CONTRACT,WARRANTY,TORT,(INCLUDING,BUT NOT LIMITED TO,STRICT LIABILITY OR NEGLIGENCE),PATENT INFRINGEMENT,OR OTHERWISE,EVEN IF ADVISED OF THE POSSIBILITY OF SUCH DAMAGES.COMPANY'S MAXIMUM LIABILITY HEREUNDER IS LIMITED TO THE ORIGINAL PURCHASE PRICE FOR THE PRODUCT(S). No action arising out of any claimed breach of this limited warranty may be brought by the purchaser more than one(1)year after the cause of action has arisen. This limited warranty gives you specific legal rights,and you also have other rights that vary from state to state.If this Product is considered a consumer product,please be advised that some state laws do not allow exclusions or limitations on incidental or consequential damages,or limitations on how long a warranty lasts;or how long an implied warranty lasts,so that the above limitations may not apply to you.Refer to your local laws for your specific rights under this limited warranty.If you any questions regarding this limited warranty,please contact your original installation dealer,or any participating dealer,should your original installation dealer no longer be available. Customer Relations,PO Box 4419,Bridgeton,MO 63044;Phone 1-800-945-5884 Or visit our website at www.trane.com or www.americanstandardair.com GW-658-2032 X 152249DEROI TABLE 1:WarrnntyTfine Periods forTrane and American Standard Products Table 1A:Limited Warranty Time Periods forTrane and American Standard Products applied In residential applications. applied in residential applications. SINGLE PHASE EI-410A OUTDOOR UNITS: CONTROLS:'CONT102,'CONT103,'CONT202,'CONT203,'CONT302,'CONT303, 4TTR,4TWR,4TTL6,4TWL6,4TWL9,4A6B,4A6H,4A78,4A7M,4A7A,4A7L6, 'CONT401,'CONT402,'CONT624,'CONT724,ZSENS930,TCONTS30 4A61.6,4A6L9 Limited Warranty Period-Original Purchaser:five(5)years Limited Warranty Period-Original Purchaser. Compressor,Outdoor Coil,Parts-ten(10)years. CONTROLS:•CONT824,'CONT850,'ZON1050,IZON1040 Limited Warranty Period-Original Purchaser:ten(10)years 477X,4TTV,4TWX,4TWV,4A6H7,4A6V,4A7A7,4A7V: ZONING PRODUCTS:ZZONEPNLAC52Z,ZZONEEXPAC527,ZZSENSAL0400, Limited Warranty Period-Original Purchaser. BAYSENOIATEMPA,BAY24VRP,ZDAMPRD,ZDAMPSM,ZDAMPBM,ZDAM-PRR Compressor-twelve(12)years,Outdoor Coil,Parts-ten(10)years. Limited Warranty Period-Original Purchaser:ten(10)years AIR HANDLERS: HUMIDIFIERS:'HUMD200,'HUMD300,'HUMD500 and EHUM800 TAM,GAF2,GAMS,GMU,GMV,TEM,TMM: Limited Warranty Period-Original Purchaser:ten(10)years Limited Warranty Period-Original Purchaser: Indoor Coil and Parts-ten(10)years. ENERGY RECOVERY VENTILATOR(EERY):EERVR100,EERVR200&EERVR300 Limited Warranty Period-Original Purchaser:ten(10)years PACKAGED AIR CONDITIONERS and HEAT PUMPS(SINGLE-PHASEI• FANS AND OTHER VENTILATION PRODUCTS:Ventilator OF130V 4TCC4,4TCY5,4WCC4,4WCY5,4WHC4: Limited Warranty Period-Original Purchaser:five(5)years Limited Warranty Period-Original Purchaser., Compressor,Coils,Parts-ten(10)years. AIR CLEANERS:TFD,AFD&EFD Limited Warranty Period-Original Purchaser:ten(10)years 4YCC4,4DCY4,4DCL4,4YCY6,(SINGLE-PHASE): *(First digit may be a"T","E"or an"A") Limited Warranty Period-Original Purchaser. Compressor,Coils,Parts-ten(10)years,Heat Exchanger-twenty(20)years. DEHUMIDIFIERS:70V,98H,105XT,SD-12,100V,155X7,205H Limited Warranty Period:Five(5)Year Functional Parts,Five(5)Year Unit Exchange 4WCZ6(SINGLE-PHASE): 'Refrigerant System Failure'Refrigerant System Failure means a failed component in the Limited Warranty Period-Original Purchaser: sealed refrigerant circuit including compressor,coil and related components. Compressor-twelve(12)years,Coils,Parts-ten(10)years. Note:If any part of your Dehumidifier Refrigerant System fails because of a manufacturing defect under normal use and maintenance within the Limited Warranty Period the affected unit will be exchanged.The purchaser must return the affected unit to the place of purchase 4DCZ6,4YCZ6 (SINGLE-PHASE): in exchange for an equal replacement unit.Documentation relating to original owner, Limited Warranty Period-Original Purchaser: purchase date and install location will be required including a service diagnosis of Compressor-twelve(12)years,Coils,Parts-ten(10)years, failure.The purchaser is responsible for aft costs of warranty service including,but not limited Heat Exchanger-twenty(20)years. to,any related service labor or diagnosis calls.The purchaser relinquishes all rights to ownership of the returned unit. FURNACES('First digit may be a"T"or an"A"): LSX1,SSX1,SSX2,SBBI SPECIFIC TERMS FOR COMMERCIAL APPLICATIONS: Limited Warranty Period-Original Purchaser. Limited Warranty Period Applies for all controls,zoning products,humidifiers,dehumidifiers Parts-ten(10)years,Heat Exchanger-twenty(20)years. and ERV's,Fans and Air Cleaners. Limited Warranty Period-five(5)years SOB),S9V2,SOX2,S9X1,'UD2-VPDD2-V, 'UD2-C-VPDD2-C-V,'UHMPDHM: Limited Warranty Period-Original Purchaser., Parts-ten(10)years,Heat Exchanger-Lifetime MODULAR BLOWERS:POVO Limited Warranty Period-Original Purchaser: Parts-len(10)years. Table 1 B:Limited Warranty Time Periods forTrane and American Standard Products applied in residential applications. CASED AND UNCASED COILS: Electric Heaters for Multi-Position Air Handlers 4TXC,4PXC,4PXA,4TXF-CC/CZ,4GXC,4MXC,A4MX: BAYEA,BAYEC,BAYHTRI5,BAYHTR35,BAYHTRM5 Limited Warranty Period-Original Purchaser. Limited Warranty Period-Original Purchaser:ten(10)years Coil,Parts-ten(10)years. Optional Accessories for Muhl-Position Air Handlers DUCTLESS SYSTEMS**(Sold In Canada only): UVC LIGHTS:BAYUVC 4TYKf4MYW,4TXK/4MXW,4TXM,4MXC85,4MXL,4MXD,4MXF,4MXX Limited Warranty Period-Original Purchaser:Ballast-ten(10)years,Bulbs-one(1)year Limited Warranty Period-Original Purchaser. All Parts-ten(10)years. COMPRESSOR CONTROL MODULE:BAY24CCVK "If any part of your Ductless System fails because of a manufacturing defect under Limited Warranty Period-Original Purchaser:ten(10)years normal use and maintenance within the Limited Warranty Period,the Company will furnish the required replacement part,or if the compressor,outdoor coil or indoor Hydronic Heaters for Mufti-Position Air Handlers BAYWA coil should be the part that fails during the Limited Warranty period,the affected Limited Warranty Period-Original Purchaser:ten(10)years unit will be replaced.The purchaser must pay for any and all shipping and handling charges and other costs of warranty service for the replacement part including,but Electric Heaters for Packaged Units not limited to,any related service labor,diagnosis calls and refrigerant.There is no BAYHTRV,BAYHTRC distinction between residential and commercial use for this Limited Warranty term Limited Warranty Period-Original Purchaser:ten(10)years and coverage. Optional Accessories for Packaged Units UVC LIGHTS:BAYUV Limited Warranty Period-Original Purchaser:Ballast-ten(10)years,Bulbs-one(1)year ECONOMIZERS:BAYECON Limited Warranty Period-Original Purchaser:ten(10)years SPECIFIC TERMS FOR 3-PHASE UNITS_ MOTORIZED DAMPER:BAYDMPR (Models up to 5 Tons in a RESIDENTIAL Application): Limited Warranty Period-Original Purchaser:ten(10)years 3-PHASE OUTDOOR UNITS:4TTA,4TTS6,4TWA,4TWS6,4A7C,4A7S6, 4A6C,4A6S6: Limited Warranty Period-Original Purchaser: Compressor,Outdoor Coil,Parts-ten(10)years. 3-PHASE PACKAGED UNITS:4TCY4,4WCZ6,4DCZ6,4WCY4,4DCY4, SPECIFIC TERMS FOR COMMERCIAL APPLICATIONS 4DCL4,4YCZ6,4YCY4 SINGLE PHASE and ALL 3-PHASE Limited Warranty Period-Original Purchaser: Compressor,Outdoor Coil,Parts-ten(10)years. (Models listed in Tables 1 1B-excluding ductless systems) 4WCZ6,4DCZ6,4YCZ6: Limited Warranty Period:Coil,Parts-one(1)year. Limited Warranty Period:Compressor-five(5)years. Limited Warranty Period-Original Purchaser. Limited Warranty Period:Packaged Unit Heat Exchanger-five(5)years. Compressor-twelve(12)years,Coils,Parts-ten(10)years, Limited Warranty Period:For All Heat Exchangers on All Other Furnaces-twenty(20)years. Heat Exchanger-twenty(20)years GW-658-2032 T L � l 2 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 12 17 CODE CO—CE UNIFORM COOS D V 1. 2020 RneenOal Coes ar Na+—Stab(PUL.evle:Nov 2019). 2. 20W wuu,9 cee.e.xe.reh stab(I—ene:N..2019). J. 8020 FlumLigmtaee n Na.Toh Stn,(Pue eob:Nvi.2019). �® IIN17$y) Cee.w Ne.Teh Slats(PUL eats:Nov 1D). I1rIAY tl 2� S. MO feel G,Catle n Nn Yah (PUL tlab:Nw 2019). V 8. 2.20 nre Coee at Ne+Yoh Eb (PUL mb:Nw.2D19). 0. 2020 E,4tlriq�0u0h�ig Co0o0are Ne,Yah StotaS(PUL(eate:eNa.1.)019) LLI CODE CO—CE ENEADY CODE 1. BUILDING DEP 2D2D E.�a aN�2 Lae.as Na.Yeh Sab TOWN OF SOUTH LD 2. 2018 EeiBR,of 1Ne Ent-9laaeefe ler 0.1-29e'). 1a.-wa. 16 DIA PC 5-11 J/0- S-II 7/8- 5-11 7/e' 1•f ]. bleat Etiu ewa1Fn�LLeUCFM.in9a('ASHRAE 90.1-RD18�. ® SONOTUBE WNr1EN ENERGY COMPWNLE SrAImENT TREATED 6Xfi n¢EN0m9m EPECInunONE POST(SEE DETAIL) aRGaFCf AND IN—8M PRODIcsswNu°aPw10��"m EDGE OF A—$ KNOWI AND BELE EAD"'THE REOUIREl—Cl THE D UlE ESUE CODE AND ENEI CODE. WOOD DECK Y I (2)2'X 8' I (2)2"X e' I (2)2"X 8" --BIhLilSL ---' �22"x8" I /82)2"x8" / (282'x8" ------ ADD GIRDER '�' ADD GIRDER rADD GIRDER \'r"/' p I� Do NIS I I N Q EXISTING STOOP 1/2 PLYWOOD SHEATHING A_5 -----------______111 I -------_-------------- � I I I HOUSE WRAP OR BUILDING PAPER I I I I I —I—_J FLASHING MEMBRANE I 1 r--------- —————————— — --- I---_2"X1�LEDGEB---i=_--2"ZJ 2:_LMG 1_ I_ ALUMINUM FLASHING I Ir-------- --------------- ------------------------ I I I I 1/2 DECK DRAINAGE GAP I I I I 1/2 X 4 LAG SCREWS (GAI I I MAXLVSPACING® 1$'O C CONSTRUCT10N HOUSEEXISTING I I I I I I I I I I I I I I EXISTING EXIST NG EXISTING I I I I 3}"LALLY 3)"LALLY 3 3"LALLY I L-------------- DECK JOIST ATTACHED E:: I LEDGER WITH TECO CONNECTORS EVERY x EXISTING EXISTING ------------- I I 24'X24'%12• za xz"_Xl2- I I I I �PC FOOTING `PC FOOTING _ NOTE:THE AG SCREWS SHALL BE I I 71 Ic (3)1 GIR 1R— LVL F\7 I I PLACED 2"IN FROM THE BOTTOM OR 1-----------j EXISTING - --7�- —F-----TING �--- - - TOP OF THE LEDGER,AND BETWEEN 2" I I EXISTING T. EXISTING EXISTING I I I I —� NO CHANGE�-I—�— —� NO CHANGE —LINO CHANGE I I AND $" IN FROM THE ENDS.THE LAG POSTS SCREWS SHALL BE STAGGERED FROM I I C --�• ADD NEW ABOVE I I TOP TO BOTTOM ALONG THE HORIZONTAL POST 36"X36'XI2" I I RUN OF THE LEDGER. � ABOVE pC FOOTING )'RATED GYP. D I I ST' ��'�' """"" UNDER POST ON CEILING I I I I CELLARIHED ~ ^7 I I I I CELLAR x x< I I ��ETAIL: DECK LEDGER CONNECTION I I �¢ 81PNG I I SCALE: 1 1/2"= 1'-0" I I •n a FOUNDATION I I I I EXImNc • I I I I e Pc r r 8-X16-PC I I I I FOUNDATION I• FOOTING I I —————————— — I I TYPICAL LVL — FLITCH BEAM I I I FoonNc N WITH STEEL PLATE(S). SEE PIANS I L ------ — ------J r I I I I / FOR SPECIFIC BEAM SIZE. I I 1 1 I I L-------- - - ----- +.. NEW COI I I I I I WOOD ADDSONOTUBE 16"DLA1 L--------------J I x' I PORTICO F00nrc I I 1/2" DIA THRU BOLTS WITH o L--------'--------J = WASHERS. STAGGER BOLT • N �' ADD 6'%fi'TREATED 1'1 !" — — �I WOOD POST. I N PATTERN. n inn a\I_-_-__-____---_-_I �+ COLUMN ABOVE W -- (3)2X8 x ' NL 1 ; — WOOD STEPS —__— \ ABOVE DOUC FlI Z ADD 6'DIA (V PC SONOTUBE \ A_$ FOOTING AT '-8Y8" STAIR STRINGER N ),-�,• �'-�, INSPECT ALL EXISTING BUILT—UP HEADERS AND WELD AS PROPOSED. FOLLOW THIS BOLTING PATTERN. FOUNDATION PLANDETAIL: BEAM BOLTING PATTERN SCALE: 1/4•= 1'-0" 2 SCALE: 3/8"_ V—O" ASBUILT AMENDMENT Project Number Sheet Status Seal Sheet Title Sheet Number No: Date Issue: No: Date: Issue: Date 02.23.22 1 09.16.20 PRELIMINARY DESIGN 6 10.14.21 MASTER CEWNG < Andreas Letkovsky Architecture, P.C. FOUNDATION PLAN 2 10.29.20 PRELIMINARY DESIGN REV 7 10.27.21 AMEND PERMIT— KITCHEN SPAN Scale AS NOTED A 1 3 11.13.20 PRELIMINARY DESIGN REV 8 02.23.22 asbuilt deck amend JCT--� 91-IOI Broadway,SUtie 11,Greenlawn,New York 11740 Project Title 4 01.13.21 BID& PERMIT 9 Tele:631-757-)204 Fax:631-757-0628 E-mail:InfoOALArchitecture.com Draw $09.30.31 AMEND ROOF ,o - Check AL RUDER ADDITION & RENOVATION Al of '"-" e �F 1 2 3 4 5 6 1 7 1 8 1 9 1 IO 1 11 12 CODE Co-UNFORM coo.- 1. 31130 ReaHanGal Coe.w Ne.'.Stale(PUC.Gale:Nw 2019). 2. 2020 BU�P�p C.ee v Ne.YM St.l.(PUC d.la:Nw.2019). 1 3030 RCl b(PUC 019). 2020 Yec o�Ne.YaM1 Sivle(Pup Cate�Nw22019). 5. 2020 FU.1 G.a Cada.1 Ne.—Stole(Pup Bate:Nw 2019). N20-Cdee.(N..T S,W(Pub Gab:Nev.2019). CONTRACTOR SHALL FIELD VERIFY ALL ). 2030 PNP.H2 M.lntenvncv C.ea ar Ne.Y-Sble(PUC d.b:Nov.2019). CONDITIONS, DIMENSIONS INCLUDING B. 2020 Etl g B.Idm9 cod.o.N..Y.A Stole(Pub dote:Nev 3019). EXISTING FOOTINGS AND STRUCTURAL CODE COuvuwcE ENERc coOE MEMBER SIZES PRIOR TO CONSTRUCTION. REPORT TO ARCHITECT. a._6 IAB. 1. .2...,( (vab dale:rvw zot9). 2. x018 EQ'en el be Enerzry SbneaN Ix Bu9Pnga Ev.ePl lc.—Wae ga(ASHRAE s0.1—x01 B�. 1 Lalert ESOon Real.Tttt� 994 WRIIiBI ENERGY COYPLWICE nAIEYEM THE ENCLOSED ARCHTECNPA.PIANS AND SPEC— HAVE BEEN PREPARED BY ME UNDERSIGNED HIS RECRRRED ARCHITECT AND IN THE BEST PROFESSIONAL OPINION. KNOWILOGE.AND BEUEF 9ATSY THE REOUREMO-OF THE IATEST ISSUE CODE AND ENEROY CODE. 36'HIGH HANDRAIL SECTION R403 — FOOTINGS v GENERAL - WALL SHALL BE SUPPORTED ON CONTINUOUS MASONRY OR CONCflETE FOOTINGS OR OTHER APPROVED STRUCTURAL SYSTEMS OF SUFFICIENT DESIGN TO ACCOMMODATE ALL LOADS ACCORDING TO SECTION R301.....[R403.1] PROP WOOD SECTION R406 — WATERPROOFING & DAMPROOFING DEcu 240 SOFT. vC-PROOFING - FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACE 4 BELOW GRADE SHALL BE DAMPPROOFED.....[R406.1] REMOVE 2 EXISTING STOOP �" 3R 7' m SECTION R407 — COLUMNS A-6 -------------------- a UP ' oWOOD COLUMNS - WOOD COLUMNS SHALLBE PROTECTED AGAINST DECAY.....[R OC7.13 L -----------------_- v STEEL COLUMNS - STEEL COLUMNS SHALL BE GIVEN RUST INHIBITIVE PAINT.....[R407.3] Q SECTION R408 — UNDER FLOOR SPACE I v VENTILATION - UNDER FLOOR SPACE SHALL BE VENTILATED EXCEPT BASEMENTS[R408.1] a o OPENINGS - ONE VENT OPENING PERT EACH 150 SOFT. .....[R408.2] E ISDNG To ET SECTION R317 PROTECTION*OF WOOD EXISTING CtGROUND -APPROVED PRESSURE PRESERVATIVE TREATED.....ER317.1.21 2X4016 SILL MATERIAL TREATED OR NATURALLY DECAY-RESISTANT....[323.1] 0SND WALL I Exlsrc EXIST'G GENERAL FOUNDATION NOTES EXIST'GNRCHEN v PEORIA NO WORK NO WORK ® N DOWELING BETWEEN NEW AND EXISTING FOUNDATIONS: NO WORK I PROVIDE'B'EPDXY COATED DOWELS, I14'CA LONG,WITH ' C,S 7'MI HIGH STRENGTH SPACED 16-VERTICALLY,FILL GAPS 0 M WITH HIGH STRENGTH EPDXY MORTAR,TYPICAL THREE I (3)PLACES. POST v PROVIDE 4'MIN THICK BASE COURSE IN ACCORDANCE WITH CODE:CONSISTING OF CLEAN GRADED SAND. p g 3-5 t/e ABOVE IB->' GRAVEL.CRUSHED STONE OR CRUSHED BLAST FURNACE I OMIm (3)1 x 7 J} SLAG PASSING A 2'SIEVE. I fI�WALL (2)1"%Y SB.plt. i4 ADD POS v PROVIDE VAPOR RETARDER IN ACCORDANCE WITH J N FLUSH _____- EA SIDE CODE:A 6 MIL POLYETHYLENE OR APPROVED VAPOR _ S_ __-�EXIST HDR �_____ RETARDER WITH JOINTS LAPPED NOT LESS THAN 6'SHALL (z)2X1O (z)zx1o1� II POST BE PLACED BETWEEN THE CONCRETE FLOOR SLAB AND THE 845E COURSE OR THE PREPARED SUBGRADE WHERE I NO BASE COURSE EXISTS. I T8 M EXISTING I i I o D PROVIDE a'DIA ANCHOR BOLTS AT 39.O.C./V FROM EACH CORNER. / I \ STAR& ® ;;MQ LL . v PROVIDE A CLASS A VAPOR RETARDER UNDER ALL FLOOR CAVITES. EXISr'G < 1 EIANORAIL °D I^ b Iv o� NNOBW RK r� o PROVIDE CRAWLSPACE VENTS AS/IF REQUIRED. I // I C\ORIbCkET rc I \\ I I EXI G KNEW W — `EXISTING c I ABOV �— ISI e LEI CHIMNEY NO ORK RR END TO \ 1 �LF. _I.-J1 WALL ABOVE 1 7 36 I J 2:10 WALL WOOD N ��PORTICO oI IXImNG EXISTING WINDOWS I o 2X4®16 VIF HDR ,^,1111 2x6 6 ,� I SND WALL o I n ADD of ...4[ RAI E I ADD WD o:l 2x6 ®16 2x6 016 1 POSTL DOUG FlR�2 MIN -Ml n I x ADD RR I ADD RR 6'x6'W/ ADD OR WOOD EXISTING — —(z)zz o —— _ COVER 1 zxa®16 SND WALL I A-s 1-o' 0 11'-994" 4'-1 DY" I 2 EXISTING A-5 CHIMNEY 10•-3. FIRST FLOOR PLAN I SCALE: 1/4"= 1'-0' ASBUILT AMENDMENT Project Number Sheet Status Seal Sheet Title Sheet Number No- Date: Issue No: Date Issue Date 02.23.22 1 09.16.20 PRELIMINARY DESIGN 6 10.14.21 MASTER CEILING Andreas LetkoVSky Architecture, P.C. .FIRST FLOOR PLAN 2 10.29.20 PRELIMINARY DESIGN REV 7 10.27.21 AMEND PERMIT- KITCHEN SPAN /� } i Scale AS NOTED A2 3 11.13.20 PRELIMINARY DESIGN REV 8 02.23.22 0sbuilt deck amend 91-101 Broadway,Su[ie 11,Greenlawn,New York 11740 r Y Project Title 4 01.13.21 BID & PERMIT 9 1 Draw s D9.z9.z1 AMEND ROOF 10 q Tele:631-757-6204 Fax:631-757-0628E-maiL•info@ALArchitecture.com RUDER ROOF RENOVATION Check AL At of 1 1 2 1 3 1 4 5 6 7 1 8 1 9 1 10 1 11 12 G, OF CONTRACTOR SHALL FIELD VERIFY ALL 1n SPM r D NOTrJ+Es ORO 1n 6 SPM CONDITIONS, DIMENSIONS INCLUDING EXISTING FOOTINGS AND STRUCTURAL O MEMBER SIZES PRIOR TO CONSTRUCTION. & 0 O REPORT TO ARCHITECT. m IS ----------------- FspS RAFTER/CEIUNGJOIST TM.u.m,wrm n OF o SPAN n 9M ------------------in mvm..,u I a NOTCHES OR HOL s FERMITIFD lom BI a.e .,vuvuu+vr,m I �� va,wmo..momrm O i ra em ,wwamomn ' I �,m. I rs un I EXTERIORANDBEARING WALL r� a FLOORJOIST 2 ALLOWABLE NOTCHING SCALE: 1/2"= V-0" ADD R30 BATT INSUL W/ 1"MIN REO'D AIR SPACE 40'-6}/8" TYPICAL LVL - FLITCH BEAM 2 1 DOUG FlR/j2 MIN WITH STEEL PLATE(S). SEE PLANS A-s A-s FOR SPECIFIC BEAM SIZE. VERIFY REQUIRED 1/2" DIA THRU BOLTS WITH I I� N WASHERS. STAGGER BOLT EGRESS \ PATTERN. w > EXIST'G EXIST'G --- EXIST'G BATH R 9EDRM p II CLOSET NO WOR 329 SOFT. a II of 87.=32 SO.Fr 00 04 I I IXIST'G zt-oYa ,• \ II B �7, 8a NOEDRM WORK 8 M N U 85M EXIST'G F> I nN 0 I I WALL EXIST NO WORK JA. W I I J BELOW STAIR I w -»o INSPECT ALL EXISTING BUILT-UP HEADERS AND WELD JI I—__ EXISTING _EXISTING RIDGE �x F I AS PROPOSED. FOLLOW THIS BOLTING PATTERN. RIDGE ( )t 3 X 11 7/ LVL X o IXIST'G DO STRUCT RIDE .»¢ ADD POST EA SIDE I v ADD POST �o EZIsnNc I I EA SIDE I BUILT UP BEAM BOLTING PATTERN I � 3 KNEE WA ®� \ I SCALE: 3/8"= 1'-0" / I \ ¢ I PROPOSED o 0 I^ N O _____ O1 _aT5P.10 8}A•____ �o tv rn ROOF AE ECHIMNEY XISTING SECTION R310 — EMERGENCY ESCAPE IXlsr'c 1C (3)1 }LVL E X 11HDR1 ■_ CRI y OL ADD! / \ PST F.P d�ev. - I 0 SLEEPING ROOMS -AN EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE PROWDED 2X6 2 \ OJT ° 14 C 4 CW 4 O IN EACH NEW SLEEPING ROOM.....[J10.1] _ I X EXIST'G I o EMERGENCY ESCAPE -BASEMENTS.HABITABLE ATTCS AND EVERY SLEEPING ROOM.....[R310.11 EXIST RR EXIST RR ROOF 0 MIN.OPENING -5.7 SO.Fr.MIN.....[RJ10.2.1] S + I o SiLL NOGHT -44 INCHES MAX.....[R310.2.2] — O WINDOW WELLS -MES NOT LESS THAN 9 SO.fT.WITH A HORIZONTAL PROJECTON J\r NOT ESS THAN]THAN.[3102]1. 3—DOW WE115 -DEPTH GREATER THAN N'SHAL.HAVE A POLMANENREY AFFIXED WALLI WALL I o WINWEGB -SH—HAVE PROPER DRMINAGE] M CONNECTED TO THE BUINGS BELOW I 12"ROOF BELOW 00W SOFFIT II _J FOUNDATION DRAINAGE SYStEM._.[R310.Z3.2] NEW ROOF r—_J DOUG FlR/j2 MIN 1 WALL 1 BELOW SECTION R311 — MEANS OF EGRESS (STEPS) A-5 =STAIRS -RISERS NOT TO DICEED MORE THAN 7 3'HIGH..... .[R31,.7.31 o OPEN RISER: -DO NOT PERMIT PASSAGE OF 4'DIA SPHERE..... R311.51 NEW COLUMN o TREAT -TREADS NOT LESS THAN 9'WIDE.....[R311.7.5.2] BELOW =HEADROOM -NOT LESS TWW 6'-6'HIGH FAO.STAIR NOSING.....ER311.7.21 4'-10y2" 0MOTH -36'MIMMUM W10TN.....[R311.7.1] D ILLUMDUTION -IS REQUIRED AT ALL STAR MEA_...[011.7.91 2 SHED oHAND" -REOUIRFD ONE SIDE MNWUM_...[R311.7.8] DORMER =HOGHT -NOT LESS TLAN 34'HIGH.....(R311.7.B.1] A-5 0'-3" ADDITION �1SECOND FLOOR PLAN SCALE: 1/4" = V-0" - ASBUILT AMENDMENT Project Number Sheet Status Seal Sheet Title Sheet Number NO. Date: Issue No: Date: Issue: Date 02.23.22 1 09.16.20 PRELIMINARY DESIGN 6 10.14.21 MASTER CEILING �~ L Andreas Letkovsky Architecture, P.C. SECOND FLOOR PLAN 2 10.29.20 PRELIMINARY DESIGN REV 7 10.27.21 AMEND PERMIT- KITCHEN SPAN osyC6 Scale AS NOTED A3 3 11.13.20 PRELIMINARY DESIGN REV 8 02.23.22 b0t deckm aend q& 91-101 Broadway,Sutie 11,Greenlawn,New York 11740 Project Title 4 01.13.21 BID&PERMIT 9 10 �'a,;�,�•'.,��k� Tele:631-757-6204 Far.631-757-0628 E-mall,infoOALArchitecture.com Draw RUDER ROOF RENOVATION 5 09.29.21 AMEND ROOF Cheek AL At of 1 1 2 1 3 1 4 1 5 1 6 7 1 8 1 9 1 10 1 11 12 y9y SH 0 w uER Wmxc 'ApIMN BRND( EOOF ASSU_ F RQOEA MUMCMYNEY (SEE 11P NOTE) (SFE NOTE) IX5EIN0 SHw PoCGE �PoDOE PORIIOO VE11T LNE OF DNE OF PROPOSED PROPOSED BRED wRUER SNED OaNMER OND PROPOSw R PORRwOOF IX6 NG wE ]] WmNG �J EGRESS 1---- NEW 6• VEA6Y AIIN 1 CE x x w 1x sgmr __ -- BFNIND AEE%SIDE PANEL I _ WPM HGOER IXISIINC I �5 RIXIf 2-� IXImNG I A2IX ]6•NANORN —IND DECDN(IFNAG IA'L7 -I 9u'NW1EO E N CARNE II O1111 ARAGE DDDR TRW I IX G I DOWUN __ YOOIR.N DECNNC I ¢ I mxtD- wwuN I I I I I I I I o I o I II I I I I I o I I I I I I wow I I ? I II I ® I "M 9-0• I COWMNOTUBE L J I I I I L_J sn:Ps n JIWs rs I I n L_J P �lBns9 I I I I I CONNECTOR I I I I I I I I I I I BONONBE —�� BEE DETAIL LJ I I I I I I PONOW L-_________________ ____________________________ _ �O�CBE 1 _ _ _______ _ _____ � 1__—______________— _lC______ — ____�______________� FOODNEBE L 5'-10 10'-4Y• W/ OEL16 iRONT PoIRIIXICO ELEVATIONS SCALE: 3/16 1'-0" EXTERIOR SPECIFICATION �E�,<Enar \!BHWa 1V xarelEY. FR wssn.rT�sera m Yn ow% ewm semi(a tau) xS sma Ywn rsa..a oaO E%rtRIOR Bi0DP5 a: [amm a wlv.unu-xur now P xumrra ro a tlm-aal vu/raa m W:e•u,m Pori tax(v,wm uonw n orae Ets(pECORADNEI: Exmnm nuBw: vcuasrmwv(aws raeo rieon) powm(u rora2 mEzrrw rax_maw,d Ow0 6„ �\ WINDOW ER EN SPECIFICATION: w 1. ANDERSEN 400 SERIES OR EOUAL p.esw \ 2 2. LOW ECUSS= .4 U FACTOR IXI c STING r HANDRNL 10 3. MAXIMUM SHGC=.40 V CODE 4. SIMULATED DMDED LRE WINDOW GRILLS. 5. FACTORY SPRAYED INTERIOR FINISH �ECNINc fi. HARDWARE TO BE SELECTED wNNEOrOR I SEf DEINL anw nr' I V I •' I IILJII IILJII IILJII IILJII- wFI6C.ONOIOWNNO BxE(1YP) III mIf iM1.OlfWe NOTNE: A-d-1brndebreroall sRaatelfSRI81*adrWesonaA$D1 new rNdore Me Ne large ----- --------1-1 I The cNe4a Ita.ball protide pre-eut 1/2•F1,11.panel.to I iI r goared oDmNq h shall pra drill dgea to accept q..I l0 c /B 6';O o 0 12'o.0 sae..(x16'for Dmel span les.Non a 9uol la panel span 8'-•to. TOWN TO OMPRM IMPACT GLASS REQUIREMENTS ELEVATION 2 SCALE: 3/16' = 1'-0" ASBUILT AMENDMENT Project Number Sheet Status Seal Sheet Title Sheet Number No: Date: Issue: No: Date: Issue: Date 02.23.22 1 09.16.20 PRELIMINARY DESIGN 6 < j.. _ Andreas Letkovsky Architecture, P.C. ELEVATIONS 2 10.29.20 PRELIMINARY DESIGN REV 7 10.27.21 AMEND PERMIT- KITCHEN SPAN 7 �„ Scale AS NOTED A4.0 1 5 09.29.21 AMEND ROOF 10 3 11.13.20 PRELIMINARY DESIGN REV 8 02.23.22-built deck amend I Vti,i 91-101 Broadway,Sutie 11,Greenlawn,New York 11740 Protect Title 4 01.13.21 BUD& PERMIT Tele:631-757-6204 Fax Draw 631-757-0628 E-mail:info6ALArchitecture.com\'r,�,`Z�.;_.�a i�'� Cheek AL RUDER ROOF RENOVATION Al of 2 1 3 1 4 5 6 1 7 1 �8 1 9 1 10 1 11 12 STAIR GUARDRAILS ARE REQUIRED FOR STAIRS O EXISCHANGE WITH TOTAL RISE OF 30" NGE OR MORE INSULATION EXIST CJ B EEN OPENINGS FOR ❑R-15 0 EXT.WALLS HIGH DENSITY(2X4 STUDS)W/RS CONT. NO CHANGE �� REQUIRED GUARDS ROOF ASSEMBLY POSTS ON SIDES OF 0 R-21 0 EXT.WALLS HIGH DENSITY(2X6 STUDS)W/R5 CONT. (SEE TYP NOTE) \ STAIR TREADS 0 R-30®CEILING THAT ARE ANGLED(2X10 RR)1"AIRSPACE REQUIRED. \ SHALL NOT ALLOW 0 R-25 0 CEILING AND FLAT ATTICS ADD CJ \ STAIR GUARDRAILS ❑R-25®FLOORS OVER UN-HEATED CELLAR&CRAWLS. 2x6 \ HEIGHT 34" MINfST�IRREAD A SPHERE 4 J TO ❑R-B 0 SLAB PERIMETERS TO 24"BELOW GRADE. \\\ MEASURED FROMPASS THROUGH A00 RR 10 EXIST,�\ 1. 2x6 NO CHaas\ NOSING OF STEP EX IS T •G �;\ ROOF CONSTRUCTION: EXIST RR @EPEbl \ NO CHANGE \\\ ❑ALU MINUM LEADERS AND GUTTERS \\ TRIANGULAR ❑1"X 6"SOFFITS OR EQUAL OPENING SHALL \\\\ STAIR RISERNOT PERMIT ❑ROOF OVERHANG(SEE PLANS) 0 VENTED CONTNUOUS SOFFIT 7 MAXHEIGHT ❑ASPHALT SHINGLES 30 YEAR(SEE FINISH SCHEDULE) � XTHE PASSAGE EXISTING OF A 6" DIA ❑15#BUILDING PAPER 2XB016 SPHEREBEAD BD ❑1/2"EXT.PLYWOOD SHEATHING CEIUNG ❑2"XB"ROOF RAFTERS 0 16"O.C.(PROPOSED) EXISTING HANDRAIL TO AZEK HDR LMNG RM q CODE ❑2"X8"CEILING JOISTS®16"O.C.(PROPOSED) BEYOND suPPoar REFER T0: IRC 2015, R311.7 (STAIRWAYS) ❑R-25 FIBERGLASS INSULATION BATTS °0 LEDGER ❑1/2"GYPSUM BOARD ALL WALLS&CLG \ r EXIST ADD FJ 1 J\ STUD WALL 2x8®16 DETAIL: HANDRAIL SPACING WALL CONSTRUCTION: \ --- EXIST[NG FJ13ALUMINUM LEADERS AND GUTTERS 2X8®16 J1L GRADE ADD 6"X6"TREATED U CONT. 0 1"X 6"SOFFITSOREQUAL WOOD POST. EXISTING rF I 1 IX80NGI FJ LEDGER EXISTING ONT.HEADER [I VENTED CONTINUOUS SOFFIT COLUMN ABOVE I I 2X8®16 4 xrsu ❑SIDING(SEE FINISH SCHEDULE) I CELLAR SEE DETAIL FOR tsiN2 1mA ADD 16"DIA L_J I FOUNDATION METAL ANCHOR ❑15/(BUILDING PAPER PC SONOTUBE l 0 1/2"EXT.PLYWOOD SHEATHING FOOTING I 16"DLA PC 0 2"X6"WALL STUDS 0 16"O.C.(PROPOSED) SONOTUFOOTING(TYP) ❑R-21 FIBERGLASS INSULATION BATTS �= 0 1/2"GYPSUM BOARD ALL WALLS&CLG uv1 FOUNDATION CONSTRUCTION: CROSS SECTION 2 -- �<w ❑5/8"DIAM.ANCHOR BOLTS 12"LONG SCALE: 1/4"= 1'-0" ®39"O.C.MAX 12"FROM CORNERS ROOF ASSEMBLy EXTEND EXISTING 0 ANCHOR BOLTS ARE ALSO TO BE PLACED 6"TO 12" (SEE TP NOTE) RIDGE W/VENT L5TA12 & LTP4 CONNECTOR HDU2 CONNECTOR FROM THE END OF EACH PLATE(SECT.PER 3.2.1.7) ADD RR ADD STRUCT RIDGE `" ❑STEEL PLATES 1/2"-3"X3"x1/2"BEARING PLATES UNDER BOLTS 2X10016 (3)1 J X 11 7/8 LVL POST EACH END ❑8"THICK POURED CONCRETE FOUNDATION WALLS REO'D RR 2x6012 O.C. ❑8X16 POURED CONCRETE FOOTING MINIMUM(3000 PSI MIN) REMOVE CJ FUR ON EACH 5;" ❑APPLY WATERPROOFING TO EXTERIOR OF FOUNDATION (ADD R30 W/1"AIR) ❑BOTTOM OF FOOTING TO BEAR ON / 1' ' Js UNDISTURBED SOIL AT MIN 3'BELOW GRADE NEW VENTED 3 / 30 ''' r= � SOFFIT // \\ 12 .I �I - -- -------- FRAMED FLOOR CONSTRUCTION: LR ________________ \1 --- --- HD70 CONNECTOR C51B CONNECTOR ICK NEW STUD �/ CK 1'-6" \\B""AIR REO'D EXISTING VENTED ❑3/4'PLYWOOD SUB FLOOR WALLR2}.// WINDOW \\\ SOFFIT 132"x 8"FLOOR JOISTS®16"O.C.(MINIMUM) RS CONTHEAOER Exlsr�\ RIs EXISTING STUD .r� DETAIL: HOLD DOWN CONNECTIONS 13 CROSS BRIDGING®1/3 SPAN REMOVE BEDRM \\ WALL(2X4®16) A ❑CLASS 1 VAPOR BARRIER OVER ALL SLABS EXISTING / EXIST RR EXIST_�\ RS 't SCALE: 3/8"= 1'-0" RR ADD ///���EXTEND 3" ROOF \\\ CONT ---- LEDGER / PLYND SUBFLR AT END \�\ FIRE RATED ASSEMBLIES: R25 / REQ'D J EXIST FJ a.i... ❑5/8"1 HOUR RATED GYPSUM BOARD OVER MECHANICAL EQUIPMENT. (2)2X8-16 2X8®16 EXISTING VENTED 1-3" EXISTING STUD e.•ms.. 0 1/2"GYPSUM BOARD OVER CELLARS AND BASEMENTS. SOFFIT EXISTING WALL(2x4016) IXISTIN KITCHEN ANG HANDRAIL TO LI3-9 CODE (3)1 3 X 7} I _—_____—___ 4 ill I I ® o® II EXISTING CELLAR EXISTING FJ I I ADI " 2x8016 1 I 4 WO ••+••••• EXISTING CO DOUG FlR//2 MIN GIRDER 1 I AD EXISTING PC CELLAR FO- SLAB EXISnNG 8" FOUNDATION EXISTING PC FOOTING r EW FOOTING (8X16 MIN) UNDER COLUMNS CROSSSECTION DETAIL: COLUMN / PIER CONNECTION SCALE: 1/4 = 1'-0" SCALE: N.T.S. AS B U I LT AMENDMENT Project Number Sheet Status ::Seal- Sheet Title Sheet Number No- Date Issue: No: Date: Issue v A: Date 02.23.22 1 09.16.20 Preliminary Design 6 10.14.21 MASTER CEILING yr�',j{.� Andreas Letkovsky Architecture, P.C. SECTION 2 10.29.20 PRELIMINARY DESIGN REV. 7 10.27.21 AMEND PERMIT- KITCHEN SPAN /,�Fes; Scale AS NOTED 3 11.13.20 PRELIMINARY DESIGN REV 8 02.23.22 asbuilt deck amend 91-101 Broadway,Sutie 11,Greenlawn,New York 11740 Project Title A5.0 4 01.31.21 BID&PERMIT Tele: 631-757-6204 Fax:631-757-0628 E-mail:InfoOALArchitecture.com Draw 5 09.29.2, AMEND ROOF 1,o Check AL RUDER ROOF RENOVATION Al Of 1 1 2 1 3 1 4 1 5 1 g 11 7 1 8 1 9 1 10 1it 12 FIRST FLOOR AREAS ZONING ANALYSIS 1,277.0 TOTAL EXISTING SQ.Fi. AREA PROJECT NAME: RUDER ROOF RENOVATION 0.0 NEW HEATED SQ.FT. AREA 99.0 NEW PORCH SQ.FT. AREA N ^1I SITE ADDRESS: 240.0 NEW REAR DECK SQ.FT. AREA 83d2Q'40" I VI 2275 Dee Hole Drive W 91.47' MOttituck, NY 1,616.0 TOTAL SQ.FT. AREA 16.4' EXISTNG SHED .I V PROPOSED DECK �V LEGAL DESCRIPTION ADDITION (240 SO.Fr. ^ T o I DIST SECTION BLOCK LOT SECOND FLOOR AREAS RENOVATE EXISTING a r7 ROOF, C DORMER ADDITION Q 756.0 TOTAL EXISTING SO42 SO.Fr.FT. AREA �2aoo e - 43.0 NEW ADDITIONAL HEATED SQ.FT. AREA FRONT PORTICO LL/ ADDIMON 40.51 O PERMITTED USE(S): SINGLE FAMILY 799.0 TOTAL (INTERIOR-HEATED) SQ.FT. AREA 99 SO.Fr. C) - t = LOT AREA: 15,545.0 SQ.FT. 0) CO ROP N LLJOa Q SETBACKS (APPLICABLE TO MAIN BUILDING) PROPOSED Z FRONT 44'-4" BEDROOM CALCULATIONS - NO INCREASE p REAR 84'-4 1/2" DRIVEWA 3 EXISTING BEDROOMS _ SIDE 41'-11 0 PRIOPO ED BEDROOMSO(ON SECONVDDFLOOR) R_2745'-0" x'37..4646'' SIDE - OTHER 3 TOTAL BEDROOMS BOTH FLOORS (NO CHANGE) S 83d20'40" E CURB 78.51' DEEP HOLE DRIVE AREA SUMMARY PLOT PLAN o I I SCALE: N.T.S. CONTRACTOR SHALL VERIFY SOIL CONDITIONS PRIOR TO CONSTRUCTION SURVEYOR: THOMAS MATARAZZO - 50309 32 SEQUOIA WAY, HOLBROOK, NY REFERENCE SURVEY UNDATED L ASBUILT AMENDMENT Project Number Sheet Status ._...Seal Sheet Title Sheet Number No: Date Issue No: Date: Issue: '� - Date 02.23.22 I 1 6 10.27.21 AMEND PERMIT .� r, Andreas Letkovsky Architecture, P.C. PLOT PLAN 2 7 Scale AS NOTED J 3. 8 02.23.22 AS BUILT DECK AMEND ...✓, `. 91-101 Broadway,Sutie 11,Greenlawn,New York 11740 Project Title ppi 4 01.31.21 BID&PERMIT s <x4'.`� Tele:631-757-6204 Fax 631-757-0628 E-mail:info@ALArchitecture.rnm Draw 5 09.29.21 AMEND ROOF 10 rh-k e RUDER ROOF RENOVATION At of l 2 3 4 1 5 6 7 8 1 9 1 10 1I1 12 raBLEa-3.e WFCM 2015 TABLE 3.1 IRC 2015 TABLE R301.2(1) RIDGE TENSION STRAP CONNECTION REQUIREMENTS FOR WIND IF,..dp6 Ntemdhe.TO%3.6) TABLE 3.M Deed Ines Assl4npearo:Rcaf/Cail.g Asaemdy 11=I6 P. RAFTER/CE&ING JOIST TO TOP PLATE UTERALAND SHEAR CONNECNON REQUIREMENTS NAILING SCHEDULE(WFCM-TABLE 3.1) CLIMATIC&GEOGRAPHIC DESIGN CRITERIA (I30mph) EXPOSUREC (F_ip6 Marne WTe W&4) GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE BY WINTER ICE FLOOD Alft MEAN LL 1SIMPH EXPOSURE JOINT DESCRIPTION NUMBEROF NUMBER OF NNLSPAGNG SNOW DESIGN DESIGN WRIER tiAIARW FAEEIDLG ANNUAL COMMON NAILS BO%NAILS LOAD SPEED(.ph)Topagmplk Special WuiO Bam CATAGORY Wee.Wing FnatUm TERMITE TEMP REQUIRED INDEX TEMP ROOF POOH ROOFSPAN(Fr) NUMBEROF.00MMONNAILS MPHE` Wu DebM1a Dap. OR IW BO%NNIS IN EAQ 1 END K Region OF Ione M F A B C C H G J OF 11/4'STHAP RAFTER/CaUNGJOISTSPAGNG WALLHEIGHT(FT) NUMBE110 COMMONNAIIS OR IW BOX NAILS(TOE.NAILED) One�lle ho CALL PIANS REQUIRED FOR EACH RAFTER ROOF FRAMING rand ._FT MOO TO SEE IXOMCEES 599 5f AND/ORCBUNGJOISTTOTOP 20 PSF 130 NO NO fire NW B SEVERE BFG HEwY BELOW YES 3:12 12 2 PLATE CONNECTION lS 3 Ir B 2 RAFTERTO TOP RATE(TOE42AILE0) SEETABlE3.M SEE TABLE 3.4A PER RAFTER ISI1PSta5MIC-'B' W S 1D 2 CEIUNG JOISTTO TOP PLATE(TOE-NAILED) SEETABLEaAA SMTABLE3AA PERJOIST SMITHTOWNSEISMiC-F 24' 4 16' If 3 CEIUNGJOISTTOPARAU.ELRAFTER(FACE.NAILED) SETABLElm SEETASLE3.9A EACH IAP 1. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF INCLUDING 4 FEET ON EACH SIDE OF zB 6 f0' 3 COUNG JOIST UPS OVER PARTITION(FACE-NAILED) SUTABLE&9A SEETABL.E3.9A EACH LAP THE ROOF PEAK THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. 32 6 24' B 4 cowwnETORAFtER(FACENAREo) SEETABLE3.9 sEETABIE 3.B PERM2. FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS THE 4 FOOT EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. � 6 1v a 4:12 12 2 BLOCKING TO RAFTEII(TOE-NAILEO) 2-W 2-1Gd EACHMD INTERIOR SPACES INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH INDOOR TEMPERATURE OF NOT LESS THAN is 2 NM BOARD TO MFTEq(ENDNAILED) z-tsa 3-Ise EACH END 68 DEGREES FARENHEIT AT A POINT 3 FEET ABOVE THE FLOOR ON THE DESIGN HEATING DAY(2015 IMC 309.1) 3 SYSTEM DESIGN SHALL BE BASED ON MAX 72 DEGREES HEATING, MINIMUM 75 DEGREES COOLING DEGREE DAYS (NY LAGUARDIA) 4811,WINTER DESIGN TEMP 15, DRY BULB 89,WET BULB 75 (2015 IPC APPDX D) z° 3 TABLE 3.5A WALL FRAMING ALSO AS PER 2015 IBC CHAPTER 16 SECTION 1609 AND ASCE 7 -WIND EXPOSURE CATAEGORY AND SURFACE ROUGHNESS IS B. Lai zB 4 TOPANDSOTTOMPLATETOSTUDLATEI-CONNE-CRONSFORWINDLOADS USE'C' FOR BOTH SOUTH SHORE AND FIRE ISLAND.TOWN OF ISUP IS WITHIN A HURRICANE PRONE REGION (13omph) 32 4 (PmaaiPIJ Allemeflue to Te w3.5) TOP FITE TO TOP PUTE(FACENAILED) 2-1. 2-lea PER FOOT 3V 6 EXPOSUMB TOP PLATES AT INTE0.RECRONSACENAILED lF 1 4-16d S.I. JOINTS EACH SIDE 5.12 12 2 130 MPH STUD TO STUD(FACE-NAILED T.ble R301.5 16 2 ) 2-18a 2-IW 24'O.C. TABLE 328 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS STUD SPACING WALL HEIGHT(Fr) NUMBER OF Btl COMMON MIlS (In pound,per a .rc feat) Botlpm Porte to FaunOatlon ConnacJon(Mchor BOl¢)Resls9ng Lateral end Shaerinetls Fram W4M 2 OR 40080XNAXBPEq STUDTO HEAMRTOHEADER(FACENAILED) 1W 184 (Pres.eptlw Altametive mTe01e 32) PLATE CONNECRON USE UVE LOAD FOR EXPCSURE 8&C-0 ALLWINO SPEEDS 26' 3 TOP OR BOTTOM RATE TO STUD(ENONAILED) SEETABLE3.6A SEETASLE3.SA Unh.abilable atUc,wi.oel atmage 60 ANCHOR BOLT DIAMETER-PM MA%IMUM ANCHOR BOLT SPACING 3 18' B 2 BOTTOM PLASLOCNIOORJOIST,BAN000IST, 2-16d 2-16a .ALPOOR Uninhablloble attic,wi.aut atmage 40 3T 0 ENDJOIST OF BLOCpNG(FACEiJMlEO) 16'O.C.ALSTU EDGES 12' 31 10 2 MR STUD Habitable attka and at6ca served wiN fixed,rain 50 45 4 12 2 Balcpniea(exterior)and deck, 40 6:12 12 z 14' 2 FLOOR FRAMING Flre Escapee sD IV z Cuarda and handrails 200 2 JOLSTTO SILL.TOP PLATE OR GIRDEROE4NAIlED (< ) 4A0 4-100 PER JOIST Walla W-fD comPonmb 50 WNDOW NOTE 24' 3 BRIDGING TO JOIST(TOENAILID) 2-BD 2-10e EACH END Pa„anger"hid,garage, 50 I/M1ou,e iz W a wln0-home dMHa region,dl nor windows 26' 3 a d gglass doors"meet.e rcaulremeIt,of.e large p TADLE A-3.4A BLOCIONGTOJOISi OE4 I_ED Rooms o.er Than sleeping room, 40 missile test of ASTM 199.and ar ASTM E 1806. 32 3 UPUFTBTRAPCONNECRON REQUIREMENTS (T ) 2-80 2-100 EACH ENO (ROOFTO WALL,WALL TO WALL,WALLTO FOUNDATION) Sleeping rooms JO The Contractor shall provide pro-cUt 1/2' IywooO panel'to 4 (PrcsWFMA.-T-14) BLOCgNG TO SILLOR TOPPUTE(i0E-NAILED) 3-160 4-180 EACH BLOCK r Ma glazed opening9s h sM1all Pra drill edge,to accept Stale 40 2?$Mi'/e wood a_ O 16-for panel,pan less III or 7:12-12:12 12 1 IEmzRSTRIF TOP BEAM(ENUNAILED) 3-150 4-IM EACHJOIST .gaol to 6;O 12'...for pond span 6'-•to. FXPOSUREB 18 2 130 MPH JOISTON IEDGERTOBIAMI(TOC-NNLED) 3-Bd 3-10a PER JOIfiT ZD 2 REFLOnON LMIIS: FRAMING SPACING ROOF SPAN(FN NUMBENOFBd NAl15 BANDJOISTTOJOIST(EIgDNAIIED) 3-16d 4-160 PER JOIST RAPIERS WITH NO FlMSHFD CEIUNC ATTACHED:L/180-FLOORS L/360 24' 2 ORa0080%NMl9 PER LSPERS 5fl1DT0 PUKST TECONNECTION MNDJOTOSILLORTOP PLATE 24 J (TO&NMLE0) 2-16a 3-LBO PER JOIST 32 ] t2 I2 I ROOFSHEATHING 3s ] 1s 1 W 2 WOODSTRUCIDRALPANELs: W W SUTAII 3.10 24' 2 28 2 DIAGONAL BOARD SHEATHING 32' 2 1'XVOR1'XW 2-8d 2-6d PERSUPPORT 36 2 I-X10.ORWIDER 3-W 3-$d PERSUPPORT U 2 1W I2 2 CEILING SHEATHING IB 2 gO 2 GYPSUMWALLBOARD 6o COOLERS 50 COOLERs rEDGE/1WRELD 24' 2 W 2 WALLSHEATHING. 3z 2 36, 3 WOOD STRUCTURAL PANElS 60 100 SEETABIESII STRUCNRAL FIBERBOARD PANEl9 1? 11 GA GALV.ROOFING NAIL 3'EDGE/6'FIELD 2P%11r-ONG X 111V HIM TABLEA-39A 2N 11 GA GALV.ROOFING NAIL 3'EDGE/C FIELD MITER/CEIUNG JOIST HEEL JOINT CONNECTION REQUIREMENTS CW135 3046DH (Pms.dpdve AlI.rnmhe.TebW 3.8) .=1 lf'ONG%7/IVHEA[ Q1 W ROOF LIVE LOAD GROUND SNOW LAAO = 22 9/16" W = 33 7/8° GYPSUMwAUBOARD So COOLERS SD COOLERS rEDGE/1WRELD 11 H = 36 3/8" H = 24 1/8" mpg 30 pst S5.7 ILL = 38" SILL = 26" HARDBDARD m as SEETMLE&11 Sq. Ft. 5.7 Sq. Ft. ROOFSPAN PARTICLE BOARD PANELS 80 00 SEE MAUNIFACIURER SIL 12 24 38 12 1 24 1 W DIAGONAL BOARD SHEATHING RAFTER RAFTER NUMBER OF 160 COMMON NABS SLOPE SPACING ORO BOXNAILSPERHEAL 1'X6.OR1'XW 2.80 2-10d PERSUPPORT ANDERSEN EGRESS WINDOW SPECIFICATIONS JOINTCONNECRON 1'%1P OR WIDER 3-50 3-100 PER SUPPORT 3:12 12 3 6 8 3 e 9 Is 4 7 10 4 B 12 FLOORSHEATHING 4:12 12 3 4 8 3 T 7 1S 3 5 8 3 9 e WOOD STRUCVURAL PANELS 5:12 12 3 3 6 3 6 6 1.ORLESS 100 10d TEDGE/Ir SEU) 15 3 4 6 3 7 7 GRFATERTNAt21, 10d Ifid LEDGE/1 FEI_D 7:12 12 3 3 4 3 4 4 16' 3 3 6 3 5 6 DIAGONAL BOARD SHEATHING 912 12 3 3 3 3 4 3 1'XCORVXS' 2-W 2-1110 PER SUPPORT USED. IV 3 3 4 3 4 4 f'XIPOR WIDER 2-80 I. PENSUPPORT 1212 12 3 3 3 3 3 3 1s 1 3 3 3 3 3 1 3 1. NNUNG REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 INCHES ON CENTER AT PANEL EDGE. 2. WHEN ALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBERS OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAILS PER FOOT. ASBUILT AMENDMENT Project Number Sheet Status Seal ., Sheet Title Sheet Number No: Date: Issue: Na Date Issue: IL/ Date 02.23.22 1 6 10.27.21 AMEND PERMIT ads`' Andreas Letkovsky Architecture, P.C. 2 7 Scale AS NOTED CODE REFERENCE STANDARDS 3 8 ASBUILT DECK AMENDMENT 91-101 Broadway,Sutie 11,Greenlawn,New York 11740 Project Title 4 01.13.21 BID&PERMIT 9 Tele:631-757-6204 Fax:631-757-0626 E-mail:info®ALArchltecture.com Draw 5 09.29.21 AMEND ROOF 10 Check AL RUDER ROOF RENOVATION A, of e I 1 2 1 3 L 4 1 5 6 7 8 1 9 1 10 1 ll 12 GENERAL NOTES 1. Contractor shall visit site and verify all conditions and dimensions. My discrepancies,omissions, 18. N,in the course of construction,a condition exists which differs from Unit as indicated on the 2.5 Wale g 8.9 Hardware r problems shall be reported to the Architect before submission of bids. A submission of bid 4.1 Concrete Unit Masonry rproofin a Dplans,the Contractor shall stop all related work and notify the Architect Should he fail y follow 1. See Owner or Architect for all door hardware sets to be selected. shall give written notice U the Architect of any materials or apparatus that he believes inadequate these procedures and continue with the work he shall assume all responsibility and lability ori4ng 1. Do not place masonry units when r'w temperature is below 40 degrees F. i. Where indicated on the drawings and where otherwise required for proper waterproofing of planters L� or unsuitable,in violation of laws or ordinances and odes or regulations of all Authorities having therefrom. and simgar items,provide a romplete'Bituthane'we system as manufactured by W.R. jurisdiction,and notice of arty d that h items of nark omitted. If the Contractorhis pros to give 2. Clean surface of mosonry as required for proper application of the spelled frishes Provide Grace Co.or approved equal. 2. Hardware for extortor doors: such notice,it shall be assumed that he has included the cast of all items in his proposal,and 19.Contractor is to supply the Owner,in writing,a waiver of all liens for himself and all suppliers and normal weight(125 his. ft)hollow load bearing block conforming to ASTM C90,Grade N-1. Contractor to install extertor lock sets provided by Owner. he will be held responsible for the satisfactory functioning and approval of all work under this Subcontractors before final payment is requested,as well as final inspection approvel(s). 2. Provide and install 6 mil.thick polyethylene sheet with 12'min.lap,where drawings call for new Contract without extra compensation. 3. Installation shall follow National Concrete Masonry Institute's recommendations. concrete slabs or screed coats. 3, Closet Hardware 20. General Contractor to coordinate with Owners Lawn Sprinkler Contractor and landscape Contractor A All new closet interiore to he by Others. 2. Owner shall procure and pay for all permits,fees,etc.,necessary to perform all work and services for all necessary work 4. de control'oints 30 f.o.c., 7.2 Insulallon B.Closet door hardware to be selected by Architect or Owner. herein speared or indicated on the drawings unless otherwise noted. All work shall be done in Lay ions o bring bond pattern, ordes otherwise indicated, on l Dec 9 locations to be verified by Architect unless indicated otherwise on drawings.(If applicable). compliance with local codes,ordinances,riles and regulations. Contractor shill be responsible for 2,7 Demolition 1. Provide the following holding insulation where shown on the drawings or otherwise needed l0 8.10 Tile obtaining Certificate of Occupancy and other municipal inspections. 5. Te intersecting walls with truss type reinforcing 16"a.c.vertically and back min. achieve the degree of insulation required under pertinent regulations of govemmental agencies hang 1. The work under this section shall include all labor materials,appliances,and services necessary to 2'-0'into each wall. jurisdiction. Insulation is to be installed with vapor barrier. 1. All joints and layouts of file/morble/granite shall he gone over with Architect before installation. pl 3. No work shall be started until plans live been approved by the Building Department and all other le all demolition and removal work and related work which required by drawings. The Joints shall be Rush and narrow as possible. agencies having jurisdiction. Contractor is to remove indicated interior partitions,ceiling,cabinetwork,plumbing futures,heating 6. Wall reinforcement to be truss type continuously welded wire as manufactured by dura-wall or 2. Contractor shall famish and install all blanket type insulation halts in new rails,Roars,and elements,air candi8oning wits and electrical futures. The Contractor is to report any equal,9Gq Tailor manufacturers instaga6an details, ceLngs. AD batt will he Owens Coding Fiberglass or equal with fol vapor barrier wrapping,;install 2. All ble/marble/granite intersections and returns shall be as perfectly formed. All cutting and 4. Contractor shall file Certificate of Workmen's Compensation and Disability Certificates with Building discreponcies of encountered conditions with the drawings to the Architect Demolition is to include full thick in wags as required in ceiling stapled so that the vapor barrier side faces interior of drilling shag be neatly done without marring. Ag cut edges shall be carefully ground and jointed. Department before staring work any work necessary to make existing premises conform to new plans. 7. Provide mist.anchors and ties as required. Min.14GA.Galvanized steel or 3/8'diameter galvanized building. steel rod for thin stone veneer applications. 3. All file/marble/granite in toilet/bath areas to hoe wet ground mitered comers and edges. 5. Only written dimensions and never scaled dimensions from architectural drawings will prior recognised 2. Where wags ore shown( oed patch floor and ed). adjacent materials and finishes to match 3. NI hot and cold water pipes to be wrapped with pipe insulation tubes. as valid. If there are any missing dimensions contact the Architect for dimensions prior to for homogenous finish,(typical of all rolls removed). 4. Nen Ute/marble/grrnile to he installed as per latest suggested method of the handbook for Proceeding with work E. Use type'M'mortar conforming to ASIM C-270. Maintain a constant joint width throughout the 7.3 Roofing cemmk file installation. Mud for Roaring mud base/thin set walls. 3. Remme existing base and door moldings and replace as required. work Unless otherwise indicated or noted,joints shall be minimum 1/4'wide. L46. The AIA General Conditions or most current supplements whether attached hereto or not shall form 1. Contractor to provide positive slope down to roof drain by shimming roof sheathing. Review with 5. All Ovalis,floors,and notches to be file/marble full height unless otherwise noted.See drawing a part of this Contract. The Architect has not been retained for on site supervision or observation 4, The General Contractor is responsible for all demolition required to complete the job according to 4.2 Masonry Veneer Architect before construction. Method of shimming shall provide full bearing of roof sheathing details. of construction unless agreed to in writing. the construction drawings whether or not shown on the demolition plan. through to rafters or roof joists. 7. Insurance: 1. Conned new masonry veneer to sheathing with Heckman(or egad)p187 CorrogaNed Clips, 6. Prepare all Roar and wall surfaces to receive new file/marble/granite as shown an arohitecturol A Unless specifically stated otherwise in the Contract 5. Care is to be taken in the demolition phase due to unknown conditions inside existing walls.Floors 16GA galvanred steel(non-corrosive)at 16'O.C'H&V. 2. Asphalt shingles to match prop.metal roof color or as required. plans. peel ly Agreement,each Subcontractor shall file and ceilings such as continuous exhaust or chimney Rues,electrical wiring,HVAC ducts,structure, Certificates of Insurance,acceptable to the Owner,prior to starting work The Contractor shall be ste, 5.1 Steel 3. Install Cant strips in angles of intersection between root deck and vertical wells and curbs as 7. Contractor is to lake all necessary precautions to protect new 61e/marble/granite from areas still responsible for all work of every description and distinctly assume required by roof manufacturers specifications. being worked on. and does so assume all risks for damage or injury from whatever 2.4 Site Grading and Drainage 1. Rolled steel plates and bars-comply with ASTM A572 grade 50. cause to property and persons used or employed on or in 4. Installation of roofing to be by qualified roofers who understand haw to achieve a watertight 8. All bile/marble/granite to be supplied by Contractor. General Contmclor is to prepare walls&/or connection with his work and of all damages or injury to any 1. Work included:excavate,back fill,compact,and grade the site to the elevations shown on the 2. All steel columns hearing on foundation walls to bear on B'%B'%3/8'steel plate,unless otherwise roofmg and flashing system with the conditions indicated on the architectural drawings as the floors to receive Ule. persons or property wherever located,resulting from any action drawings and as needed to meet requirements of the construction shown on the contract noted. existing conditions pertaining to the project. Refer to manufacturers directions regarding or operation under the Contract or in connection with the work, documents. Broiling to be executed in a manner to permit proper drainage of storm water installation. 9. Marble/granite slabs,Roaring and veneer to be min.1/4'thick and undertakes and promises to defend the Owner against all without ponding and be town approved. 3. Comply with AWS code for procedures,appearance,quality of welds,and for method used in claims an the account of any such damage or injury. correcting welding. 5. NI details of shingle mot application,including but not limited to shingles,flashings and shingle 10.Built in soup dish file/Chome/ramble to be supplied by General Contractor in the shower and tub. The Contractor shall carry insurance as follows: 2. F01 to he compacted,free from day,organic matter,loam,waste or other objectionable mafte, underlayment shall be in keeping with the standards of the Asphalt Roofing Manufacturers See plan for locations. 6.1 Rough Carpentry Association: 1.Workmen's Compensation as required b labor Laws. 3. Grade area adjacent to building to achieve drainage away from the structures and to prevent 11.Wood stud partitions to receive marble/tile to be spaced 12'o.c. PY ponding. 1. All framing shall be Doug Fir$1(Fh=975psi)or better as per latest issue Building Code. 6. Roof shingles shall not be instilled on a mat slop of less than 2 vertical to 12 horizontal. 2.General Liability with limits of=1,000,000 each person and 12.Marble that is installed on shower Floors is to have either ribbed or honed finish. 23,000,000 each accident 2. Interior partitians to be 2'x4'and exterior walls shall be 2'x4'nominal dimension 016'o.c.unless 7. Roof shingles installed on slopes between 2 on 12 and 4 on 12 shall be installed in accordance A Badly Injury Liability with limits of 51,000,000 each person, 2.5 Excavating otherwise noted on drawings. with the low slope mof installation standards of the'Asphaft Roofing Manufacturers Association'or 13.All Ids shall he laid out lengthwise an walis so that no tiles less than half full size shall occur. 0 53,000,000 each accident. of the specific installation. Directions of the shingle manufacturer for low slope mof installation. Joints shall be the narrowest passible. Vertical units and joints shag be maintained plumb,level B.Property Damage Liability with limits of$3,ODO,000 each 1. Include excavation of any materials that are unsatisfactory for hearing of slabs,and footings and 3. All headers to be(2)2'x8'unless othemiss noted. and men,and centered on plumbing trim. accident. replacement by satisfactory materials as part of the work of this section. 8. All roof sealants to be compatible with mof materials being used. C.Protective Bodily Injury Uability with limits of:1,000,000 each 4. Contractor to fir existing ceiling if required,to lower ceiling height as noted on Floor plans and 14.Cut edges of files against any trims,finish,built-in fixtures,etc,shall be carefully ground and person,$3,000,000 each accident 2. Excavate and hack fill in a manner and sequence that will provide proper drainage at all times. elevations. 7.4 Flashing and Sheet Meld jointed. Around electrical outlets,plumbing pipes,futures and fittings,tile shill fit closet,so that D.Protective Property Damage Liability with limits of$3,000,000 plates,collars or coverings will overlap the tile. No split file wig be permitted,except in those each accident 3. In excavating for footings and foundations take care not to disturb bottom of excavation: 5. Exterior trim includ'mg facies,window trims,comer boards and other exterior trim to be prime- 1. Provide and looted flashing around all windows and new openings. areas where pipes or trims make cutting necessary. 3.Owners Prolective Liability,naming Owner as insured with Bodily A Excavate by hand tools to al grade just before concrete is placed. loo to be painted,or as shown an drawings. Injury Liability Limits and Property Damage Liability Limits as B.Trim bottom to required likes and grades to leave solid base to receive concrete. 2. All exterior door jambs,head and sill to be weather-stripped with exterior zinc system. 9.2 Gypsum Wall Boards stated in 2. C.Excavate to depth required for adequate soil bearing. B. EXTERIOR PAINT,STAIN AND ROOF COLORS TO BE SELECTED BE ARCHITECT. D.Footing bottoms are to be inspected by building inspector prior to pouring of 3. Exterior door saddles to be solid hard wood with lip to engage weather strip. Set in waterproof 1. Interior walls and ceilings shag be 1/2'GWB,taped and given three coals of spackle,left in perished 8. Removal of debris,procurement of dumpster and related work shall be the responsibility of the feelings. 7. All structural lumber shall comply with and be erected in accordance with National Forest Products compound. conditions to be inspected by Architect before and after first coal of paint NI exposed wag General Controller. Location of dumpster shall be by mutual agreement between Owner and Association's National Design Specification for wood construction,latest ediUon. All Lumber shall be surfaces to have GWB unless otherwise noted. NI existing plaster or GWB must be patched,flush General Contractor.Site shall be kept clean&orderly. 3.1 Concrete grade marked. 4. New gutter and leaders to be selected by Architect and tie into town approved dry wells as may with new GWB and free from defects and prepared for new paint Othemise,it must be replaced be required. with new GWB. All GWB joints to he staggered. All exposed joints to be taped end covered 9. Alleviates:If the Contractor feels that an alternate material or method would result in a time or 1. Design the mix to obtain a compression strength of 3500 psi after 28 days for slobs and 3000 8. All plywood shall be grade marked and meet the standards of American Plywood Association(APA). smooth with joint compound. Provide Dumbond 90 pre-fill for sealing wag board joints. Provide cost swing,he should submit specifications and catalogue cuts to the Architect for his approval psi for footings and foundations,unless othemiss specified. 5. Coat back-side of fabricated sheet metal with bituminous coating,where required to separate ail necessary comer beads,stops,edge trim,casing beads and similar trim as all wall board before proceeding with any subsitution. Substitutions must be of lore quality to item specified and 9. All well(exterior)shag be braced against lateral leads by structural sheathing,18GA steel metals from corrosive substrates including comenUtious materials,wood,or other absorbent surfaces,new and existing shall have depressions,filled seems smooth openings and holes patched will be allowed only with the approval of Architect. 2. All footings to rest an undisturbed 1 ton soil and extend to minimum of S-O"below grade. stropping,or let in 1/4'comer tradng. materials,or provide other approved permanent separation. flush,speckled and sanded and otherwise left ready and acceptable for painting and finishing. 10.General Contractor is to include in bid any and all work necessary to mise existing Floor areas to 3. All new concrete slabs to hoe 6x6 x1.4/wl.4 min.welded wire fabric and steel trowel finish. 10.Double joists under all parallel partitions(verify). 6. All roof drains and leaders to have removable dome type strainer on top if required. 2. Provide cross bracing between studs in pipe chases. Bracing shall be cut from 5/8'wallboard into provide flush Floor levels at transition of existing to new construction. (except where steps are pieces no smaller than 12'wide by chase width,and shall be screw attached at quarter points in U noted on arahitectural drawings.) 4. Concrete slabs on grade shall be poured over 4'crushed base and 6 mil polyethylene vapor 11.Joists shall he doubled around all openings,under all parallel walls and parUEons,and at 7. Roof leaders to be sized for drainage area of mof being drained with a minimum leader size of the studs height with screws 8'o.c.,min.,three screws per brace per stud web. barrier(1'-0'min.overlaps). cantilevers beyond the foundation wag or wall below. 3'diameter. 11.Discrepancies: 3, Apply wallboard with the long dimensions perpendicular to the framing member. A Wherever there am discrepancies between the drawings or the 5. Patch existing concrete slab to maintain flush level Door throughout 12.Pmvide joist hanger for all Flush framed conditions,as manufactured by Simpson,or equal. Install 7.5 Sealant and Crediting / drawings and specifications,the Contractor shall contract for, in accordance with manufacturers Instructions. 4. Install 5/8'type'X'gypsum board(fico retardant)an all wall and ceilings in garage and mechanical provide and install the better quality or greater quantity of 6. Avoid freezing before initial set of the concrete. Do not place concrete at temperatures less 1. All roof areas to he adequately vented to guard against condensation built-up in roof plenums. spaces. material or work called for unless otherwise ordered in writing. than 40 degrees F.nor when freezing conditions are expected in less than 24 hours. 13.All Floor joists shall be bridged at mid span or at intervals not the exceed 8 feet Metal,solid B.Written dimensions shall govern mer scaled dimensions. wood blocking,and(2)5/4 x3'bridging is acceptable. 2. Contractor to install 2'aluminum soffit vents with insect screens where indicated on the drawings. 9.3 Painting 7. Locale vertical construction joints when required. Submit cut or sample to Architect for approval prior to installation. 12.Omissions: 14.All items of rough hardware of very description including pals,spikes,screws,bolts,anthem,Use, Finish to be specified by Archftect Refer to drawings for additional information. 1. Contractor shah include in hid a prime coat and two finish mats of Benjanim Moore or aPpmvw A The drawings and specifications are intended to coordinate. 8. Do not place one density range of concrete against other while both are still plastic. expansion shields and bolts,and other items which are required to assemble or secure the work equal.Upon completion of prime coot,Architect shall be notified for inspection of same before Anything found on the drawings and not mentioned in the Do nut pour cold joints. shown or specified herein shall be furnished as needed. 3. Provide one way type roof vents where required. Review with Architect all necessary locations prior final coats are applied. COLOR AND LOCATIONS TO BE DETERMINED BY ARCHITECT. Allow up to 4 specifications,or vice verso,or anything not expressly set to installation. custom nix colors. forth in either,but which is reasonably implied,shall be 9. Finish the surface U relatively uniform plane. 15.Contractor to furnish to other trades all anchors,bolts,wall plates,comrgded wall plugs,nailing furnished as though specifically shown and mentioned in bath, blocks ledgers,wood etc.,which am required for the proper fastening and secure installation of 8.1 Wood Doors 16.1 Electrical without extra charge. 10.New foundation walls adjacent to existing shall be connected with a min.of(3)$5 rebom 18' other items. Detailed instructions with sketches,if necessary,shag be given to the other trades long drilled into existing concrete. of this section showing the location and other details of such nuiling devices. 1. All new doors to be stain grade solid core doors,pine face. See Owing Specs. 1. Duplex outlets shall be by Leviton-decara line or Slater Decoraine or approved equal square face 13.Guarantee: receptacles. Dimmer switches and regular switches to be thin Lutron Nova T switch,approved A Except where longer guarantee periods are specifically required in 11.Provide 1/4'remolded filler where slabs butts into wall. 16.General Contractor to coordinate with Owners audiovisual&telephone contmctom exact locations equal,or rthemise specified. Color to be white or to selected. the specifications,each Contractor shall guarantee all work of all equipment speakers,wiring,antenna wiring and and conduit that may be necessary for future 2. All exterior door jambs,head,and sill to he weather-stripped with exterior zinc system. performed and materials used by h'un under this Contract against 12.Provide 4'x24'rigid insulation horizontal or vertical at new slab perimeter and foundation wall installations.Walls and finished Doors are not to be closed until audiovisual installations is 2. All gang switches to receive cover plate including the lrtron Nova T switch. AO switch ganging defects for a period of one year from date of completion as (min.R-16). Rigid insulation to extend 24'minimum below grade or as called out on drawings,or complete. 8.5 Custom Yfmdows U he reviewed with Architect for quantity and exact locations. m evidenced by the dale of the find cerUfods of payment as required. B.Should any defects develop in aforesaid work within the guarantee 17.General Contractor is responsible for any and all coordination work,including coordination with 1. All windows(head,jamb,sill to be flush and water tight),as selected. 3. All electrical work to be per national electrical codes and local authorities having jurisdiction and to period,due to faulty material or workmanship,the Contractor shall 13.All mud sills to be pressure treated lumber,woimanized or equal. Treated wood sills shall be Owners subcontractors so as to assure the proper and timely performance of work within the be Board of Fire Underwriters Approval. Contractor shall secure Board of Fire Underwriter do,or cause to be done,necessary repairs or carective work anchored with 5/8'diameter steel bolts hooked type. overall scheduling of the project 8.6 Operable Windows Certificate at end of work without extra cost to the Owner. The entire cost to be bome by the Contractor. The required repairs and corrective work shall be 14.For forming of exposed concrete surfaces use 1/4'min.thickness Douglas Fir plywood Grade 8/B 6.2 Finish Carpentry 1. All new operable window to be insulated High Performance glass as selected.Verily for code 4. Existing lighting and electrical not included in scope of project to remain. commenced within(30)days after written notice to Contractor by Class I or II,exterior,sanded both sides complying with PS-1. Seal edges and coal both faces compliance,Prior to installation. See Reflected Ceiling Plan the Owner. If this work has not been commenced within(30)days, with colorless coating which will not affect application of applied finishes. 1. NI new Room to be as per drawings&specifications. the Owner shall have the right to employ his own comectne 8.7 Glass(General) 5. Contractor to supply all new light bulbs and fixtures,unless noted. Contractor shall install all measures and back charge the General Contractor. 15.Basement slabs where exposed are to hoe steel troweled monolithic finish to provide dense,hard 2. New floor molding specified by Architect on Ovations. futures supplied. polished surface and to be sealed with anti-dusting seals or equal. 1. For all glass,provide the type and thickness shown on the drawings or specified herein,or else 14.By entering into Contract on the construction project the Contractor(or Construction Manager) 3. All interior trims including window trims shall he clear pine,kiln dried and free from defects to be required. 6. Embical contractor is responsible for running empty conduits for phone,security,and audio/visual accepts the responsibility to be knowledgeable as to the requirements of the latest Issue 16.Crawl space to be moisture sealed with a 27 concrete slab over 6 mo.Polyethylene vapor barrier, painted and selected by Architect as per Ovations. systems Construclion Code and other federal,stale,and local ordinances having jurisdiction. The 8.8 Tempered Glass requirements of Ue foregoing codes and ordinances shall supplement the requirements shown on 17.Where dawn spouts are show hidden within an exterior wall,the Contractor is to insure that an 6.3 Custom Cabinetry 7. Electrical Contractor is responsible for all required electrical wiring to H.VAC.system. the drawings and elsewhere in the and and in the event of conflict with the architectural adequately sized FVC chase is set within the foundation wall so that the down spout can exit the 1. Provide 3/8'thick tempered glass or glass where indicated on drawings and where required by specifications the requirement of the code or ordinance shall prevail unless the architectural building below grade. This has to be set while the foundation wall is being poured. It will be 1. Contractor is responsible for field measurements and verification of all dimensions. Any governmental agencies having judsdietkir 8. Electrical Contractor is to contact and coordinate installation of cable T.Y.wires to all locations specification is mom stringent unacceptable to patch the foundation wags after the concrete is set Waterproofing in and around discrepancies or adjustments should be discussed with Architect before fabrication. Determine what indicated by the Contract Documents. Installation is to be performed in a timely manner with chase. field joints are required in shop assembled units due to access limitations of the built in location. 2. For plate glass or float glass use Type I,Class I,Quality 3. respect to the overall project scheduling. 15.Any and all workmen employed on the project are to be either skilled craftsmen in their respective trade or work under the continuous direct supervision of such skilled craftsmen so that all work 18.All concrete reinforcing hors to be ASTM grade 60,unless othemise specified. 2. Cabinetry Contractor to verify with Owner the size and type of all equipment being built into 9. Install smoke and carbon monoxide detectors so as to comply with Building Codes. installed shall be to a high professional quality standard of workmanship. cabinetry. Contractor to provide access to all equipment Contractor to coordinate with Electrical 19.Water shall not be allowed U stand in excavations until after concrete work has set. Contractor Contractor when necessary for running of all wire through cabinets before completion. 17,1 Energy Notes 16.If there are any materials called for an the drawings and specifications that in the judgement of shall remove such water at his expense. the Contractor will not yield satisfactory results in the intended application,the Contractor shall 3. Cabinet Contractor is responsible to ceord'rate all trade,electrical,granite,etc.and obtain 1. The enclosed architectural drawings,plans and specifications has been prepared by the notify the Architect of same prior to award of the construction contract for Architects decision. 20.All basement walls below grade shag he damp proofed with two coats of asphaltic,k self-primint necessary information,in writing from trades. Pas. spray applied undersigned Registered Architect and in his hest professional knowledge and belief satisfy the plastic cement trowel le s ro d to walls if water table p of membrane to s minimum 2'-0 17.Any Co tractor installing any work shall examine the existing conditions including any new work below basement slab elevation. Bentonite or 60m1 liquid weterproo(membrane as mfr.by requirements of the Latest Issue Energy Code. akeady installed in place,prior to commencing his installation. commencement of his instigation Anti-Hydro a equal shall be used if water table is higher. Contractor shag verify water table 2. Masonry and factory-built chimney,gas vents,and their supports shall be designed and constructed shall be construed to mean acceptance by such Contractor of the condition of the substrate as location in the field. so as to he structurally safe,durable,smoke-tight non-combustible and capable of withstandingproper and adequate for the installation of his work the action of flue gases as per all applicable codes. 21.All stepped footing,'rf required shall not exceed 30 degrees. Project Number Sheet Status Seal Sheet Title Sheet Number No: Date Issue: No. Date: Issue: Date 02.23.22 1 6 10.27.21 AMEND PERMIT Andreas Letkovsky Architecture, P.C. GENERAL NOTES 2 7 ,U Scale AS NOTED 3. 8 02.23.22 ASBUILT DECK AMEND - 91-101 Broadway,Suite 11,Greenlawn,New York 11740 Project Title G N a. .20.2121 BID&PERMIT s \ -,.F`. Tele:631-757-6204 Fax:631-757-0628 E-mail:Info@ALArchitecture.com Draw J 5 09.20.2, AMEND ROOF ,D .k_:,,� Check AL RUDER ROOF RENOVATION Al of I 1 2 1 3 4 1 5 6 7 1 8 1 9 1 10 1 11 12 CONTNUOUS CONTINUOUS RIDGE VENT SIMPSON 0520 RIDGE VENT @EAHRAPTEN TRIPLE STUD ). (61.NAILS EACH RIDGE(SEE PIAN FOB SIZE) 1A by SIDE OF RIDGE A �br SIMPSON E , (�PIPE COLUMN (1188)16d U210 SIMPSONG52O RAFTERS(BEE HGR 01I FAH SLOE PLAN FDR SIZE) 0'X 10'x 1r' (2)15d COMMON BASE PLATE MAIL' O 6'a.P. SIMPSON x'001A OF NOGE FOR FULL HEIGHT H3 HURRICANE TAG ED— R BEAM OF STUD CnP @ 15 @ 18 O.G• EE PIAN FOR SI SIMPSON L-50 H SI a OF EACH R ROD F RAFTERS LOG AN HOR 12 P.C.FOOTNG(TIP) (SEE PUN FOR SIg) BOLTS x'ODIA aG ea s SIMPSON 5IMP5°" HGR RIDGE DETAIL @ CATHEDRAL CEILING RIDGE TENSION STRAP CONNECTION DETAIL FOOTING DETAIL EACH XGP.@ 18 IJ.Q"SIDE DETAIL 2 DETAIL 3 DETAIL 4 SIMPSON'HTT76' W PORCH/RAFTER/GIRDER CONNECTION DETAIL DETAIL 1 ROOFFRAMN RBOLT AG msd ROOF RAFTERS BOLT R EACH RNL4 I Q RWF RAFTER SIMPSON 0520 TH0DIA � WRAPPEDMOUND THBUBOLT OOU.L_SILLPIATE SIMPSON H2A.H7Z. GVJ>ct/4• H10S,OR WASHERSNUT Z EQUIVALENT � SIMPSON'HTTI6' 2z10 -4'W1DER THAN BR (4)1lN NNIS SIMPSON W BANHOR BOLT SIMPSO LE AI HOOF (M N.T EMBEOMENo AND STRAPPING @EACH ROOF ROOF NAPIERS @350.G RAF ER 12" MIN. SIMPSON CS20 STRAP SECOND FLOOR 0 016.O.C. RAFTER/TOP PLATE CONNECTION DETAIL FALSE VALLEY CONNECTION DETAIL FOUNDATION WALL/FLOOR FRAMING DETAIL SHEAR WALL HOLDDOWN SIMSO (1)PH2 DETAIL 6 DETAIL 7 DETAIL 8 DETAIL 9 O 16'O.C. SIMFSON CANTILEVER DETAIL mmIPPLESTUDS@ISOC SMPOSON CONN GTO B SIMPSON CONNECTOR OR, EAH SIDE DETAIL 5 DBLTDPPAE 21X2@ROOF �1"1�Q�OR' TRIPIESIUO SIMPSON STA21 WOW CAP CONNECTOR (7).-L32'x4'TOP RAIL NAIL69 SIMPSON HTiIb 3z3'x 1/<' 4,—a� 4�—a'� TO 12�—D" SIMPSON 2'x2•BALUSTERS wo THREADED STEELPIATE N. SIMPSON 0520 ®5.O.C. ROO MAX. FWAQ"1"SI°DTE°fl (TYPAP@,S O.C. U TODA IREADEG ROD 4x4 WOW POST O 48 2'x4'BOTT.RAIL SIMPSON simp --.MEN SIMPSON `� TRIPLE STUD ISTA21 j-.N.Np UP LSTP21 MSV= 9MPSON H-3 CONNECTOR PSR WIRED WNNECTOR CONNEiDOq tW NPIHURRICANE WBAPPE. WNNP0 WRAPPED m NAI 16d COMMON ,0 CUP O 16'O.C. MOUND MOUND MOUND NAILS O 6'IGH N, (2)11^x 11718•ML SIMPSONHTTI6 BOTTOM PLATE BOTTOM PLATE BOTTOM PLATE NAI S COMMON OFRSIUD ILL HEIGHT NAILS L 6'O.e. TRIPLESTUD FOR FULL HEIGHT TWP OF STUD 4•CLEAR 18-16d CEDAR DECKING CANTILEVER HOLDDOWN DETAIL LOAD PATH FLOOR FRAMING DETAIL NAILS HEADER TIE DOWN DETAILS HEADER TIE DOWN DETAILS PATH/ FLOOR DETAIL 10 DETAIL 11A DETAIL 11B DETAIL 12 HR60N a'°d BOLTS HOLDDOWN 2k15 @ 15 O.G 12' —DECK'01515 MAX DJ@POST SIMPSON HR16 0 IMPSON OST HOLDDOWN A. m MAX. EACH SIDE TRPLESTUO Sky AB. —1 /�—C CLEAR NAN P.T.POSTS POS CEDAR OEHING HANORNL @BO.C. POST BASE (ACNAL DIMENSION) smo3ASNE BALUSTERS THPE WASHFA&NUT ^ THREADED x•QDI0. O 5'O.C. fl00 SI LP HTT18 TAG BOLTS @120.C.' _ 5/8'DIA.X 5/8'DIA.X W... ANCHOR BOLT MCHOR BOLT 24'LONG 18•LONG ANCHOR BOLT (MIN.TEMBEOMENI I Ia ° Z •. SAIrM^PSON ° ° ° ° M EACH SIDE ° SIMPSON ANC DIA a 0 11 HGANHOR BOLT. '• TRIFLE FLWRJOIST @ 15 D.C. I IN.EM ° SIMPSON HTTIB POST NABM TMIN.EMBEOMEM 4'x4'POST NAILS TRIPLESTUO POST BASE W/DIACONAL • .• 1m o DIA BRACE ANCHOR BOLT (MIN.TEMBEDME11T) 2.10'TREAD(MIN) 0 PS44SIMPSON 27.10'STRINGER(MIN) ALTERNATE CANTILEVER PORCH/DECK/HOUSE POST BASE FIRST FLOOR FIRST FLOOR PORCH/DECK/JOIST CONNECTION DETAIL HOLDDOWN DETAIL 4x4 POST CONNECTION DETAIL CONNECTION DETAIL STAIR/RAILING DETAIL SHEAR WALL HOLDDOWN SHEAR WALL HOLDDOWN DETAIL 13 DETAIL 14 DETAIL 15 DETAIL 16 DETAIL 17 DETAIL 18 DETAIL 19 Project Number Sheet Status Seal Sheet Title Sheet Number No: Date: Issue Na Date: Issue Date 02.23.22 1 6 10'27'21 AMEND PERMF Andreas Letkovsky Architecture, P.C. CODE REFERENCE STANDARDS 2 7 Scale AS NOTED 3 8 02.23.22 ASBUILT DECK AMENDi 91-101 Broadway,Sutie 11,Greenlawn,New York 11740 Project Title 4 01.13.21 BID&PERMIT 9 ;i:; Draw 5 09129.21 AMEND ROOF 10 Tele 631-757-6204 Fax:631-757-0626 E-mail:info-ALArchitecture.com Check AL Ruder Addition & Renovation At of 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 111 12 w FIRST FLOOR AREAS ZONING ANALYSIS 1 ,277.0 TOTAL EXISTING SQ.FT. AREA PROJECT NAME: RUDER ROOF RENOVATION 0.0 NEW HEATED SQ.FT. AREA SITE ADDRESS: 99.0 NEW PORCH SQ.FT. AREA N 83d2040sp � 2275 Deep Hole Drive 1 ,376.0 TOTAL SQ.FT. AREA W 91 .47' Mattituck, NY N 16.4' EXISTNG SHED w D'� LEGAL DESCRIPTION DIST SECTION BLOCK LOT SECOND FLOOR AREAS RENOVATE EXISTING ROOF, 0 DORMER ADDITION Q 42 SQ.FT. 756.0 TOTAL EXISTING SQ.FT. AREA 43.0 NEW ADDITIONAL HEATED SQ.FT. AREA FRONT PORTICO ADDITION 40.51 __ l PERMITTED USE(S): SINGLE FAMILY 99 SQ.FT. 0 O 799.0 TOTAL (INTERIOR—HEATED) SQ.FT. AREA �'-� = LOT AREA: 15,545.0 SQ.FT. 00r -- RCP a SETBACKS (APPLICABLE TO MAIN BUILDING) o � Q PROPOSED Z w = a -'� FRONT 44'-4" BEDROOM CALCULATIONS — NO INCREASE DRIVEWA REAR 84'-4 1 /2" 3 EXISTING BEDROOMS SIDE 41 '- 11 0 EXISTING BEDROOMS TO BE REMOVED. 278 8; " 0 PROPOSED BEDROOMS (ON SECOND FLOOR) L27 J SIDE — OTHER 45'-0" 46 S83d20 4 3 TOTAL BEDROOMS BOTH FLOORS (NO CHANGE) '0'" ;'40 7 E cuRe 8.51 2 DEEP HOLE LE DRIV E U AREA SUMMARY 2 PAOT1nPLAN o SCALE: N.T.S. CONTRACTOR SHALL VERIFY SOIL CONDITIONS PRIOR TO CONSTRUCTION SURVEYOR: THOMAS MATARAZZO — 50309 32 SEQUOIA WAY, HOLBROOK, NY REFERENCE SURVEY UNDATED Project Number Sheet Status Seal No: Date: Issue: No: Date: Issue: ���t Date 09.29.21 Sheet Title Sheet Number 1 6 t�^ ',5 -_ 5� Andreas Letkovsky Architecture, P.C. n Scale AS NOTED PLOT PLAN 3, 81� 91-101 Broadway, Sutie 11, Greenlawn, New York 11740 Project Title PPI 4 01.31.21 BID & PERMIT 9 (?75A ;o _ _ _ Draw 5 09.29.21 AMEND ROOF 10 gTFo�f Tele: 631 757-6204 Fax: 631 757-0628 E mail: info ALArchitecture.com Check AL RUDER ROOF RENOVATION Al of 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 11 12 CODE COMPLIANCE UNIFORM CODE: [_ 1. 2020 Residential Code or New York State (Pub. date: Nov 2019). 2. 2020 Building Code or New York State (Pub date: Nov. 2019). 3. 2020 Plumbing Code of New York State (Pub date: Nov. 2019). 4. 2020 Mechanical Code or New York State (Pub date: Nov 2019). 5. 2020 Fuel Cos Code of New York State (Pub date: Nov 2019). 6. 2020 Fire Code of New York State (Pub date: Nov. 2019). 7. 2020 Property Maintenance Code or New York State (Pub date: Nov. 2019). S. 2020 Existing Building Code or New York State (Pub date: Nov 2019). CODE COMPLIANCE ENERGY CODE 1. 2020 Energy Conservation Construction Code or New York State (Pub date: Nov 2019). 2. 2016 Edition of the Energy Standard for Buildings Except Low—Rise Residential Buildings ("ASHRAE 90.1-2016"). 3. Latest Edition'Res—Check. WRITTEN ENERGY COMPLIANCE STATEMENT THE ENCLOSED ARCHITECTURAL PLANS AND SPECIFICATIONS HAVE BEEN PREPARED BY THE UNDERSIGNED NYS REGISTERED ARCHITECT AND IN rHE BEST PROFESSIONAL OPINION, KNOWLEDGE, AND 6ELIEF SATISFY THE REQUIREMENTS OF THE LATEST ISSUE CODE AND ENERGY CODE. 1/2 PLYWOOD SHEATHING 2 1 HOUSE WRAP OR BUILDING PAPER A-5 A-5 FLASHING MEMBRANE ALUMINUM FLASHING —-� 1/2 DECK DRAINAGE GAP o I ________________________ ___________________ ____ I —-� 1/2 X 4 LAG SCREWS r I (GALVANIZED) ® 15" O.C. EXISTING HOUSE: I I I I MAX SPACING CONSTRUCTION I I I I I I I I I I I I I I I I I I I I DECK JOIST ATTACHED TO EXISTING I I I I EXISTING EXISTING LEDGER WITH TECO x I I 3 1" LALLY LALLY 3 4" LALLY i L———————————_—— CONNECTORS EVERY JOIST x I II I EXISTING EXISTING —————————————- I NOTE: THE LAG SCREWS SHALL BE 24"X24"X12" 24"X24"X12" PLACED 2" IN FROM THE BOTTOM OR _ TOP OF THE LEDGER, AND BETWEEN 2 I I PC FOOTING .a � PC FOOTING I I " I I (3) 1 J X 11 LVL I ___G_IR f _ I I AND 5" IN FROM THE ENDS. THE LAG 1—_—_—_—_—_— . ------ SCREWS SHALL BE STAGGERED FROM EXISTING — EXISTING EXI TING I I TOP TO BOTTOM ALONG THE HORIZONTAL I I — NO CHANGE °� — — GE —�NO C ANGE �� I I ADD NEW POSTS I I RUN OF THE LEDGER. ABOVE I I P T 36"X36"X12" I I — OVE PC FOOTING ' RATED GYP. BD ST'GJ 1J UNDER POST 0 CEILING UNIFINSIHED #-� I IDETAIL: DECK LEDGER CON�vECTION CELLAR �x �X F< 1,< EXISTING I I j FOUNDATION I EXISTING EXISTING 8" PC 8"X16" PC FOUNDATION FOOTING EXISTING =� I I I TYPICAL LVL - FLITCH BEAM PC r� r ----t — --------- I------- ------ I I WITH STEEL PLATE(S). SEE PLANS 8X16 FOOTING j FOR SPECIFIC BEAM SIZE. II - - - ------------ ---- I - NEW 00, I I I I I 1 /2" DIA THRU BOLTS WITH L-------- —T— ----- �`5„J WOOD � � NADD 16" DIA I �---------------J I ^I WASHERS. STAGGER BOLT oo, I PORTICO @[12 � I PC SONOTUBE I I N �o i FOOTING L-------- PATTERN. U� o_ L------------- ----' ¢ �� ADD 6"X6" TREATED I W cri I WOOD POST. �r------------- -----iI "'" COLUMN ABOVE N I Q I (3)2X8 A-5 - - - - - - -- II II WOOD STEPS 1 ABOVE N ADD 6" DIA V-0 2 PC SONOTUBE N A-5 FOOTING AT _8Y8„ STAIR STRINGER 93/8„ 10'-3„ 93/8„ D F C � V E INSPECT ALL EXISTING BUILT-UP HEADERS AND WELDID AS PROPOSED. FOLLOW THIS BOLTING PATTERN. NOV 0 9 2021 BUILDING DEPT TOWN OF SOUTHOLD OFOUNDATION PLAN DETAIL: BEAM BOLTING PATTERN SCALE: 1/4" = 1'-0" Project Number Sheet Status Seal Sheet Title Sheet Number No: Date: Issue: No: Date: Issue: Date 10.27.21 t�f� �j 1 09.16.20 PRELIMINARY DESIGN 6 10.14.21 MASTER CEILING j���;-���,:",•..�w. Andreas Letkovsky Architecture, P.C. FOUNDATION PLAN 2 10.29.20 PRELIMINARY DESIGN REV 7 10.27.21 AMEND PERMIT - KITCHEN SPAN r :/`t Scale AS NOTED 3 1 1.13.2D PRELIMINARY DESIGN REV 8 91-101 Broadway, Sutie 11, Greenlawn, New York 11740 Project Title 4 01.13.21 BID & PERMIT 9Al ` ` ° Tele: 631-757-6204 Fax: 631-757-0628 E-mail: info@ALArchitecture.com Draw 5 09.20.21 AMEND ROOF 10 � y , = -� RUDER ADDITION & RENOVATION --- Check AL Al of 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 11 12 CODE COMPLIANCE UNIFORM CODE: 1. 2020 Residential Code or New York State (Pub. date: Nov 2019). 2. 2020 Building Code or New York State (Pub date: Nov. 2019). �+ 3. 2020 Plumbing Code of New York State (Pub date: Nov. 2019). 4. 2020 Mechanical Code or New York State (Pub date: Nov 2019). 5. 2020 Fuel Gas Code of New York State (Pub date: Nov 2019). 6. 2020 Fire Code of New York State (Pub date: Nov. 2019). CONTRACTOR SHALL FIELD VERIFY ALL 7. 2020 Property Maintenance Code or New York State (Pub date: Nov. 2019). CONDITIONS, DIMENSIONS INCLUDING S. 2020 Existing Building Code or New York State (Pub date: Nov 2019). EXISTING FOOTINGS AND STRUCTURAL MEMBER SIZES PRIOR TO CONSTRUCTION. CODE COMPLIANCE ENERGY CODE REPORT TO ARCHITECT. 1. 2020 Energy Conservation Construction Code or New York State (Pub date: Nov 2019). 2. 2016 Edition of the Energy Standard for Buildings Except Low—Rise Residential Buildings ("ASHRAE 90.1-2016"). 3. Latest Edition Res—Check. WRITTEN ENERGY COMPLIANCE STATEMENT THE ENCLOSED ARCHITECTURAL PLANS AND SPECIFICATIONS HAVE BEEN PREPARED BY THE UNDERSIGNED NYS REGISTERED ARCHITECT AND IN THE BEST PROFESSIONAL OPINION, KNOWLEDGE, AND BELIEF SATISFY THE REQUIREMENTS OF THE LATEST ISSUE CODE AND ENERGY CODE. W SECTION R403 - FOOTINGS ❑GENERAL — WALL SHALL BE SUPPORTED ON CONTINUOUS MASONRY OR CONCRETE FOOTINGS OR OTHER APPROVED STRUCTURAL SYSTEMS OF SUFFICIENT DESIGN TO ACCOMMODATE ALL LOADS ACCORDING TO SECTION R301..... [R403.1] SECTION R406 - WATERPROOFING & DAMPROOFING 40'-6Y8" ❑DAMPROOFING — FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACE i BELOW GRADE SHALL BE DAMPPROOFED..... [R406.1] i 2 SECTION R407 - COLUMNS o SEE COLUMNS — WOOD EEL COLUMNS COLUMNS SHALLBBEPROTECTED STAGAINST INH BITIVEDECAY PAINT [R40[R407.2] i I SECTION R408 - UNDER FLOOR SPACE ' ❑VENTILATION — UNDER FLOOR SPACE SHALL BE VENTILATED EXCEPT BASEMENTS [R408.1] ❑OPENINGS — ONE VENT OPENING PERT EACH 150 SQ.FT. ..... [R408.2] I To ET SECTION R317 PROTECTION OF WOOD ' ❑GROUND — APPROVED PRESSURE PRESERVATIVE TREATED ..... [R317.1.2] I EXISTING 2X4®16 SILL MATERIAL TREATED OR NATURALLY DECAY - RESISTANT .... [323.1] � I STUD WALL EXIST'G i EXIST'G GENERAL FOUNDATION NOTES EXIST'G KITCHEN DINING ❑ DOWELING BETWEEN NEW AND EXISTING FOUNDATIONS: BEDRM NO WORK I NO WORK ® F- Ln PROVIDE J" EPDXY COATED DOWELS, 14" LONG, WITH NO WORK S10 , 000 X N 7" MINEMBEDMENT, SPACED 16" VERTICALLY, FILL GAPS LLJ WITH HIGH STRENGTH EPDXY MORTAR, TYPICAL_ THREE M ( N (3) PLACES. I ❑ PROVIDE 4" MIN THICK BASE COURSE IN ACCORDANCE POST WITH CODE: CONSISTING OF CLEAN GRADED SAND, S 2'-s 1/e' ABOVE �on I 1a'-�" GRAVEL, CRUSHED STONE OR CRUSHED BLAST FURNACE M (3)1I x 7 + SLAG PASSING A 2" SIEVE. r WALL '� (2) 1'" x 7" stl.plt. N --- + N EXIST I FLUSH N ADD POST ❑ PROVIDE VAPOR RETARDER IN ACCORDANCE WITH _ _ ------- - --- EXIST HDR _EXIST HDR _ r_=== _ EA SIDE CODE: A 6 MIL POLYETHYLENE OR APPROVED VAPOR U (2)2X1-077=7=1 2 2XIO 1c- - --- RETARDER WITH JOINTS LAPPED NOT LESS THAN 6" SHALL ( ) POST BE PLACED BETWEEN THE CONCRETE FLOOR SLAB AND I THE BASE COURSE OR THE PREPARED SUBGRADE WHERE NO BASE COURSE EXISTS. 8 M EXISTING 1 00 2 I 100 ❑ PROVIDE 8" DIA ANCHOR BOLTS AT 39" O.C. / 1' FROM EACH CORNER. 14 C WOOD �_ N I x ❑ PROVIDE A CLASS A VAPOR RETARDER UNDER ALL FLOOR CAVITES. _ � � / \ STAIR & ® � 1 vo I ® L'- 1 ® L'- EXIST'G I ANDRAIL 00 CYQ I p a_ _ _� GARAGE o ❑ PROVIDE CRAWLSPACE VENTS AS/IF REQUIRED. / RRROF —fy L� I N LLJ O � NO WORK / I CRIC\T c� N F f I ABOVE 1 I 1 EX19T'G I I■ �EXISTING I BEDRM KNEW WALD ( I I CHIMNEY EXTEND TO NO WORK RR \ �L�` I �I _I �_ _I 1 WALL I / \ �% ABOVE 1?\ 36 f WALL — —ftBO'� N LLJ WOOD ' pa j� o PORTICO of I' EXISTIN I ' 9' N 99 SQ.FT x' EXISTING WINDOW 01 I I 2X4 '16 VIF HD x' 2x6 @16 �' STUD(WALL IPOO ADD C o'I �--� RAI E _' I ADD WD 0.1 2x6 ®16 2x6 ®16 POST DOUG FIR #2 MIN Ln r) I = ADD RR I ADD RR 6'X6" W/ ___ADD DR _ WOODL EXISTING COVER 2X4®16 STUD WALL 0 Uu 1 1'-91/4" 4'-10%2" I 2 EXISTING CHIMNEY A-5 793/8„ 10'-3>, 9O3/8» FIRST FLOOR PLAN SCALE: 1/4" = 1'-0" Project Number Sheet Status Seal Sheet Title Sheet Number No: Date: Issue: No: Date: Issue: Date 10.27.21 ,..Rq Andreas LetkovskyArchitecture, P.C.1 09.16.20 PRELIMINARY DESIGN 6 10.14.21 MASTER CEILING t �" FIRST FLOOR PLAN 2 10.29.20 PRELIMINARY DESIGN REV 7 10.27.21 AMEND PERMIT — KITCHEN SPAN :,.f.=' Scale AS NOTED 3 11.13.20 PRELIMINARY DESIGN REV g i i.. t A 2 � ; �. 91-101 Broadway, Sutie 11, Greenlawn, New York 11740 Project Title i Draw 4 01.13.21 BID & PERMIT 9 ; ` c,'Ai Tele: 631-757-6204 Fax: 631-757-0628 E-mail: info@ALArchitecture.com 5 09.29.21 AMEND ROOF 10 fa ' RUDER ROOF RENOVATION --� Check AL Al of 1 2 3 1 4 1 5 1 6 1 7 8 1 9 10 11 12 1/3 OF SPAN le 1/3 OF SPAN 1/3 OF SPAN CONTRACTOR SHALL FIELD VERIFY ALL NO NOTCHES OR HOL S 1/4 DEPTH I PERMITTED11(J DEPTH CONDITIONS, DIMENSIONS INCLUDIN OF JOIST I I OF JOIST EXISTING FOOTINGS AND STRUCTURAL Z O MEMBER SIZES PRIOR TO CONSTRUCTION. a O 114 DEPTH REPORT TO ARCHITECT. OF REPORT I 1/8 DEPTH M I OF JOIST � I PROVIDE A MINIMUM OF 2' I I SEPERATION BETWEEN I I ------- - -------- HOLES AND NOTCHES NOTCHED ARE NOT PERMITTED FROM EACH OTHER AND IN THE SAME LOCATION AS HOLES 0 FROM THE ENDS OF Z = MEMBERS Q N o�' RAFTER/CEILING JOIST 0 w� M 5 STUD 0 Z 1/3 OF SPAN 1/3 OF SPAN 1/3 OF SPAN NOTCHES ARE NOT TO BE GREATER Nb NOTCHES OR HOL S THAN 25%OF THE DEPTH OF STUD Z FliOVIDEA 1/4 DEPTH I PERMITTED11/3 DEPTH Q MINIMUM OFY NOTCHEDARENOTPERMITTED OF JOIST I IGF JOIST a SEPERATON IN THE SAME LOCATION AS HOLES VI BETWEEN HOLES � AND NOTCHES IF BORED HOLE IS BETWEEN I I FROM EACH OTHEF� 0 40 AND 80%OF THE STUD DEPTH,THEN I I AND FROM THE N THEN THE STUD MUST BE DOUBLED I 114 DEPTH M ENDS OF MEMBERS �7V OF JOIST BORED HOLE NOTTO BE GREATER �I[` N THAN 40 OF STUD DEPTH I 1%DEPTH PLATE I OF JOIST PROVIDE A MINIMUM OF 2' 3/4" MI SEPERATION BETWEEN HOLES AND NOTCHES NOTCHED ARE NOT PERMRTED FflOM EACH OTHER AND IN THE SAME LOCATION AS HOLES FROM THE ENDS OF EXTERIOR AND BEARING WALL MEMBERS FLOOR JOIST 2 ALLOWABLE NOTCHING SCALE: 1/2" = V-0" FBA E 40'-6y8" F e— TYPICAL LVL — FLITCH BEAM 2 � WITH STEEL PLATE(S). SEE PLANS A-5 A-5 FOR SPECIFIC BEAM SIZE. VERIFY ED1 /2" DIA THRU BOLTS WITH N WASHERS. STAGGER BOLT EGRESS \ PATTERN. w O N ry II o II _ _ aa EXIST'G EXIST'G � i i Ii EXIST'G BATH R BEDRM 0 CLOSET NO WOR 329 SQ.FT. 8% = 32 SQ.FT p v I I N of 21'-0 " N Of EXIST'G m y8 BEDRM Nc/i 1,-()5 ®� 1 -OTS LIJ NO WORK w 8 M 8 M X I I N 8 M HAL EXIST'G "ao z 0 c~n pE WALL (> NO WORK ix J BELOW I I EXIST " I I I STAIROf 0 INSPECT ALL EXISTING BUILT—UP HEADERS AND WELD I— EXISTING N _ EXISTING RID _ �_ % I AS PROPOSED. FOLLOW THIS BOLTING PATTERN. RIDGE ( ) 1 J X 11 7/ LVL X0 x EXIST'G I DD STRUCT RIDGE T�.rQ w ROOF ADD POST EA SIDE I j ADD POST o EA SIDE ( BUILT UP BEAM BOLTING PATTERN `— o- N KNEE WALLI ® � I SCALE: 3/8" = 1'-0" - Of I PROPOSED s O � �^ O Q--- ^---- -�J SFT,T-------- ----- I N ROOF N � N 10 8)4 cX EXISTING / EXIST'G CRICKE (3)1 J X 111 J LVL CHIMNEY / ATTIC ABOVE -1 ADD HDR I SECTION R310 — EMERGENCY ESCAPE ❑ SLEEPING ROOMS - AN EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE PROVIDED / 2X6 2X \ � W14 CW'14 CW 4 IN EACH NEW SLEEPING ROOM.....[310.1] EXIST'G I I ❑ EMERGENCY ESCAPE — BASEMENTS, HABITABLE ATTICS AND EVERY SLEEPING ROOM ..... [R310.11 EXIST RR I EXIST RR ROOF ❑ MIN. OPENING — 5.7 SQ.FT. MIN ..... [R310.2.1] _ " N ❑ SILL HEIGHT — 44 INCHES MAX ..... [R310.2.2] ❑WINDOW WELLS — AREAS NOT LESS THAN 9 SQ.FT. WITH A HORIZONTAL PROJECTION ' NOT LESS THAN 36".....[310.2.3). ❑ WINDOW WELLS — DEPTH GREATER THAN 44" SHALL HAVE A PERMANENTLEY AFFIXED WALL IL 12" ROOF I WALLLADDER OR STEPS......(R310.2.3] BELOW , BELOW I ❑ WINDOW WELLS — SHALL HAVE PROPER DRAINAGE CONNECTED TO THE BUILDINGS I I NEW SOFFIT L __J FOUNDATION DRAINAGE SYSTEM.....[R310.2.3.2] ' ROOF I , DOUG FIR #2 MIN I WALL 1 BELOW SECTION R311 — MEANS OF EGRESS (STEPS) A-5 ❑STAIRS — RISERS NOT TO EXCEED MORE THAN 7 J' HIGH......[R31 1.7.31 ❑OPEN RISER: — DO NOT PERMIT PASSAGE OF 4" DIA SPHERE ..... [R311.5] NEW COLUMN ❑TREAT — TREADS NOT LESS THAN 9" WIDE ..... [R311.7.5.2] BELOW ❑HEADROOM — NOT LESS THAN 6'-8" HIGH FROM STAIR NOSING ..... [R311.7.2] 1 1'-9)4" 4'-10)2" ❑WIDTH — 36" MINIMUM WIDTH ..... [R311.7.1] ❑ILLUMINATION — IS REQUIRED AT ALL STAIR AREA ..... [R311.7.9] 2 SHED ❑HANDRAILS — REQUIRED ONE SIDE MINIMUM ..... [R311.7.8] DORMER ❑HEIGHT — NOT LESS THAN 34" HIGH ..... [R311.7.8.1] A-5))(0,-3" ADDITION OSECOND FLOOR PLAN SCALE: 1/4" Project Number Sheet Status " ' No: Date: Issue: No: Date: Issue: �b: c.ca ;;�, Date 10.27.21 Sheet Title Sheet Number 1 09.16.20 PRELIMINARY DESIGN 6 10.14.21 MASTER CEILING 4t��..:rhE „`` � :` Andreas LetkovskyArchitecture, P.C.�� SECOND FLOOR PLAN2 10.29.20 PRELIMINARY DESIGN REV 7 10.27.21 AMEND PERMIT — KITCHEN SPAN =� 1As ' :` .: Scale AS NOTEDA� 3 11.13.20 PRELIMINARY DESIGN REV 8 91-101 Broadway, Sutie 11, Greenlawn, New York 11740 Project Title J 4 01.13.21 BID & PERMIT 9 Tele: 631-757-6204 Fax: 631-757-0628 E-mail: info-,"'ALArchitecture.com Draw 5 09.29.21 AMEND ROOF 10 \ r F KRB' Check AL RUDER ROOF RENOVATION Al of 1 2 1 3 1 4 1 5 1 6 1 7 1 8 9 10 111 12 LT_ 11'-9y" 4 SH D DO MER EXISTING AD (TION BRICK ROOF ASSEMBLY OF S L CHIMNEY (SEE TYP NOTE) (SEE AP NOTE) SHED EXISTING ROOF RIDGE RIDGE PORTICO VENT LINE OF LINE OF PROPOSED PROPOSED SHED DORMER SHED DORMER BEHIND Mill! 1111111111 IiIIIII1111TI11111 1111111 1111111111 111111 1111111111 1111111111111 IliH 111111 1111111111111111111 lillill 1111111 111 Il It IIIII 111111 111111 Illil Ill]Ii III ilillill 111 11 HIT 11111111 1111111111 IIITII IIITII 111111 illill Ill]11 illill Ill 11 111111111111 Hill 111111 111 11111111111111111111 1 1111111111 Jill 11111111111111 11 PROPOSEDIIITIIIIITIIIIITIIIIITII111111111fIIITIHIIIIIIIIIIIIIIIIIIIIITIIII]fllllllll EXISTING ROOF RIDGE d3 \ PORTICO II IT 11 1 if 11 1111 11 11 U 11 IJ 1111 U 1. 2x6 CJ 12 it 11 IT 11 1 IT 11 111111 11 IT 11 111 ITT it 1 11 U U 11 111111 1111 11 11 IT 11 1 if 11 1 1 111111111 1 IJIJIIiIIIIITIIII 11 11 IT 11 It IT 11 It 11 11 IT 11 IlH EXISTING `\\\r� IIIIII lillif III MIT IIITII 1111 11 111 Hill ill]11 111111 14 P 4 C1111 hITII Illfil IIITII 111111 111111 IIITII IIITII lilt 11 Ill]11 111111 EGRESS -�----- NEW 6" 11 lilt 11 111111 111111 IIIHII lilt I Ill 11 Ill]11 ill 11 lilt 11 1111111 HIT 11 1111[1 11 IT If 111111 11!1 Il if I VERIFY If 11 1111 11 11 if 11 lilt 11 illif 11 1 ICEROOF i RAKE 1 SHIELD ESS II ESS EGR CLEARANCE 111111 IIITII HITII 111111 111111 IIITII Ill If 1111 Ill 11 Ill[11 111111 lilt 5 In n all 11 Hill 11 Hill 1 11 111111 HIT 11 Ili]11 Ill 11 lilt 11 HIT 11 11 912- 1111 Ill 11 Illil ill 11 Ili]11 Ill 11 Ill it Ilh 11 lilt 11 HIT 11 Hill HIT 11 lilt 11 lilt 11 lilt 11 lill I Ill 11 Ill 11 HIT 11 n 1111 it 1111 11 1111 11 11 Ill 12 NEW 12" I a -- -- HEADER n SOFFIT N Jill I BEHIND ° AZEK SIDE PANEL 1/ --- = ilif 11 ll If IT WRAP HEADER EXISTING i AZEK 2'-$1/4. -10 li iii / I LEXISTING ANTERN i IN AZEK SOFFIT STUD WALL iI & FASCIA : _j__ _ I _I BEHIND I I 00 0EXISTING EXISTING ,1 I XISTII EXITING tISTIN9' WIDE CARRIAGE � I / \ TREX I it �i ' HOUSE STYLE DECKING i� ,I li\ GARAGE DOOR r `OO : it Ili TREX I \ EXSING COLUMN M II -"- -� it I DECKING 10"X10" I M -_-- --I \ COLUMN I / A o I I II II I I I II I I II I I ( I WOOD I I I II I I ® I g'_0" I o STEPS ( I I I WOODTREATED 4X4 h i STEPS I I I POST W/ BASd I L-J L-J III I I I I I I I O L---------- ---- CONNECTOR I I I I FOOTING TING -- --_ SEE DETAIL I I I I I F �-------------- I I I I Q I I I I I I I I I I I \_SONOTUBE -1SONOTUBE ---------------------------' ---------------------------- FOOTING ---------------- ------ - - LJ ------------------ -- ------- - ------------------- FOOTING FFRONF DOOR " W/ IDELITES 10'-3Y2 FRONT ENTRY PORTICO ELEVATIONS SCALE: 3/16"' = 1'-0" U EXTERIOR SPECFICATION ROOF MATERIAL SPECIFICATION: EXTERIOR SIDING MATERIAL SPECIFICATION: EXTERIOR HANDRAIL METAL ROOF DAF TIMBERLINE 30 YEAR-WEATHERED WOOD DARK(OR EQUAL) FIBRE CEMENT(INSTALL AS PER MANUFACTURER)OR EQUAL METAL TO BE PAINTED BLACK NONE HARDIE PLANK(SEE ELEVATIONS)-TO BE PAINTED WARM WHITE WINDOW MATERIAL SPECIFICATION: EXTERIOR FLASHING (IF VISIBLE): FRONT DOOR EXTERIOR TRIM MATERIAL SPECIFICATION: ANDERSEN•400'SERIES FACTORY PRIME COPPER 36'NIDE'WITH SIDE UTES.ONNER TO SELECT V U EXTERIOR: WHITE FRAME AND SASH 4/4'AZEK FACIA OR APPROVED EQUAL(TO BE PAINTED) INTERIOR: FACTORY PRIME MITE 2"WIDE AZEK BEAD BOARD SOFFIT(OR EQUAL) LEADERS & GUTTERS: EXTERIOR COLUMNS: .� GRILLES: 7/8"SIMULATED DIVIDED UTE GRILLE SPECIFIED EQUAL LIGHT FRONT FACADE ONLY) EXTERIOR STOOPS & LANDINGS: COPPER OR GALV.METAL-HALF ROUND CUSTOM AZEK- SEE DETAIL INSECT SCREEN: TRUE SCENE ( Y) DESIGN /2002 TUSCAN-10'X 10" FR GLASS: LOW E 4 SUN (U= .25) WOOD/TREX EXTERIOR LANTERNS: NON TAPERED SMOOTH SHAFT ¢�\ HARDWARE: TO BE SELECTED TO BE PAINTED T.B.S. (EXTERIOR LIGHTING BY OWNER .'\\ EXTERIOR CORBELS (DECORATIVE): PAINT' EXTERIOR TIMBER: PVC OR AS REQUIRED(OVER FRONT WINDOWS) ^ 7� T.B.S.- EXTERIOR TRIM(WHITE) DOUG FIR(OR EQUAL): TO BE STAINED {l^l m WINDOW SPECIFICATION: RED PANTE REFLE RED PANTONE WHITE BACKGROUND 1. ANDERSEN 400 SERIES OR EQUAL (PMS/187) ROMAN ALPHANUMERIC DESIGNATION OF CONSTRUCTION 2. LOW E GLASS = .28 U FACTOR }'WIDE TYPE BASED ON SECTION 602 LETTER OF THE BUILDING CODE OF 3. MAXIMUM SHGC = .40 STROKES NEW YORK STATE 4. SIMULATED DIVIDED LITE WINDOW GRILLS. NUMERALS 2' MR STRUCTU 5. FACTORY SPRAYED INTERIOR FINISH HIGH MIN. C MIPONENTS THAT RE OFA 6. HARDWARE TO BE SELECTED TRUSS CONSTRUCTION POST SIGN ON PREMISES SIZE 6 j'X 11" TRUSS IDENTIFICATION SIGN COMPLIANCE WITH 19 NYCRR PRT 1264 WINDOW NOTE: If house Is In a wind—borne debris region, all new windows and glass doors shall meet the requirements of the large missile test of ASTM 1996 and or ASTM E 1886. The Contractor shall provide pre—cut 1/2" plywood panels to cover the glazed openings & shall pre drill edges to accept 2-X" #8 wood screws ® 16" for panel span less than or equal to 6'; ® 12"o.c. for panel span 6'—* to. TOWN TO CONFIRM IMPACT GLASS REQUIREMENTS Project Number Sheet Status No: Date: Issue: No: Date: Issue: r r:.f'AH = Date 10.27.21 Sheet Title Sheet Number f ., �._ :n; Andreas Letkovsky Architecture, P.C. 1 09.16.20 PRELIMINARY DESIGN 6 'fps`,Ems.,": <c ELEVATIONS 2 10.29.20 PRELIMINARY DESIGN REV 7 10.27.21 AMEND PERMIT — KITCHEN SPAN ` ." .Y Scale AS NOTED 3 1 1.13.20 PRELIMINARY DESIGN REV 8 91-101 Broadway, Sutie 11, Greenlawn, New York 11740 Project Title A4 . O 4 01.13.21 BUD & PERMIT 9 z�' ° Tele: 631-757-6204 Fax: 631-757-0628 E-mail: info@ALArchitecture.com Draw 5 09.29.21 AMEND ROOF 10 ��'�°�'�� Check AL RUDER ROOF RENOVATION Al of 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 111 12 STAIR GUARDRAILS ARE REQUIRED FOR STAIRS EXIST RR WITH TOTAL RISE OF 30" NO CHANGE OR MORE INSULATION : '-0" MAX. EXIST CJ BETWEEN OPENINGS FOR ❑ R-15 © EXT. WALLS HIGH DENSITY (2X4 STUDS) W/ R5 CONT. NO CHANGE REQUIRED GUARDS ROOF ASSEMBLY POSTS RRE SIDES GU ❑ R-21 © EXT. WALLS HIGH DENSITY (2X6 STUDS) W/ R5 CONT. (SEE TYP NOTE) \ ❑ R-30 © CEILING THAT ARE ANGLED (2X10 RR) 1" AIRSPACE REQUIRED. STAIR TREADS ❑ R-25 @ CEILING AND FLAT ATTICS IN\ STAIR GUARDRAILS 00 000 SHALL NOT ALLOW ❑ R-25 @ FLOORS OVER UN—HEATED CELLAR & CRAWLS. 000, 2ADD X6 CJ \ HEIGHT 34" MIN A SPHERE 4 3 TO El R-8 © SLAB PERIMETERS TO 24" BELOW GRADE. \\ \ MEASURED FROM PASS THROUGH ADD RR �10 LEXIST `&J \\ NOSING OF STEP 2X6 NOCHAf?6\ \\ EXIST'G ROOF CONSTRUCTION : \\ \o n EXIST RR BEDRM \ , 000 NO CHANGE \ \\ n ❑ ALUMINUM LEADERS AND GUTTERS M \ \ TRIANGULAR ❑ 1" X 6" SOFFITS OR EQUAL \ OPENING SHALL \ STAIR RISERS 4GRADE ❑ VENTED CONTINUOUS SOFFIT T W M \\ \ 7 3" HEIGHTNOT PERMIT ❑ ROOF OVERHANG (SEE PLANS) in \ MAX THE PASSAGE ❑ ASPHALT SHINGLES 30 YEAR (SEE FINISH SCHEDULE) �_ EXISTING FJ OF A 6 DIA ❑ 15# BUILDING PAPER W 2X8®16STAIR TREADS TO SPHERE ❑ 1/2" EXT. PLYWOOD SHEATHING '. BEAD BD 10WIDTH MIN ❑ 2"X8" ROOF RAFTERS @ 16" O.C. (PROPOSED) CEILING EXISTING ❑ 2"X8" CEILING JOISTS © 16" O.C. (PROPOSED) AZEK HDR LIVING RM 10 R-25 FIBERGLASS INSULATION BATTS 00 BEYOND REFER TO: IRC 2015, R311 .7 (STAIRWAYS) ❑ 1/2 GYPSUM BOARD ALL WALLS & CLG I EXIST STUD WALL DETAIL: HANDRAIL SPACING WALL CONSTRUCTION : 3 SCALE: 3/8" = 1'-0" EXISTING FJ ❑ ALUMINUM LEADERS AND GUTTERS 2X8®16 ❑ 1" X 6" SOFFITS OR EQUAL ADD 6"X6" TREATED —"' EXISTING FJ LEDGER ❑ VENTED CONTINUOUS SOFFIT WOOD POST. EXISTIN EXISTING Mrs16 ❑ SIDING (SEE FINISH SCHEDULE) EXISTING COLUMN ABOVE CELLAR LSTA12 —/* FOUNDATION HnzA ❑ 15# BUILDING PAPER ADD 16" DIA \ L_ I PC SONOTUBE 1 2 EXT. PLYWOOD SHEATHING FOOTING �� I ❑ / �� � � � I I ❑ 2"X6" WALL STUDS © 16" O.C. (PROPOSED) I ❑ R-21 FIBERGLASS INSULATION BATTS I ❑ 1/2" GYPSUM BOARD ALL WALLS & CLG L74 BP - FOUNDATION CONSTRUCTION : 2 CROSSSECTION _ II = '-0" ; I COWED= SCALE: 1/4" 1 El5/8" DIAM. ANCHOR BOLTS 12" LONG I © 39" O.C. MAX 12" FROM CORNERS ROOF ASSEMBLY EXTEND EXISTING ❑ ANCHOR BOLTS ARE ALSO TO BE PLACED 6" TO 12" SEE NO RIDGE W/ VENT I LSTA12 & LTP4 CONNECTOR HDU2 CONNECTOR FROM THE END OF EACH PLATE (SECT. PER 3.2.1.7) ADD RR ADD STRUCT RIDGE KT.S Krs ❑ STEEL PLATES 1/2" — 3"X3"x1/2" BEARING PLATES UNDER BOLTS 2X10©16 (3) 1 J X 11 7/8 LVL PO T EAC END ❑ 8" THICK POURED CONCRETE FOUNDATION WALLS REQ'D RR 2X612 O.C. ❑ 8X16 POURED CONCRETE FOOTING MINIMUM (3000 PSI MIN) REMOVE CJ FUR DN EACH 5 Will ❑ APPLY WATERPROOFING TO EXTERIOR OF FOUNDATION (ADD R30 W/ 1" AIR) ❑ BOTTOM OF FOOTING TO BEAR ON U / \ UNDISTURBED SOIL AT MIN 3' BELOW GRADE NEW VENTED 123 /// \ \ 3� SOFFIT N. \ 12 ———— — —11-----1 /------------�\ —t---- — ------- -- ---- HD10 CONNECTOR CS18 .�CONNECTOR ------------ \ R30(HD) e.r.s Xrs' FRAMED FLOOR CONSTRUCTION : NEW Rg30(HD) \ \8" THICK J''y,� \ ❑ 3/4" PLYWOOD SUB FLOOR STUD —�` THICK 1 —6 ' AIR REQ'D ❑ 2" x 8" FLOOR JOISTS © 16" O.C. (MINIMUM) WALL R2 // IND \ SOFFIT � � ❑ CROSS BRIDGING @ 1/3 SPAN R5 CONT—f / HEADER EXIST�'G�\\ R15 EXISTING STUD �I / / REMOVE BEDRM \ \ WALL (2X4016) i- X 4 DETAIL: HOLD DOWN CONNECTIONS ❑ CLASS 1 VAPOR BARRIER OVER ALL SLABS EXIST RR \ CONT w SCALE: 3/8" = 1'-0" EXISTING / EXIST \ \ f / RR ADD EXTEND " ROOF \ \ LEDGER �PLYWD SUBFLR AT END \�\ ------------_-- _-_-_-_-_-_-____ - FIRE RATED ASSEMBLIES . R25 L REQ'D 7J I EXIST FJW�F. El 5/8" 1 HOUR RATED GYPSUM BOARD OVER MECHANICAL EQUIPMENT. (2)2X8@ 16 I I ,> 2X816 EXISTING VENTED I I 1 —3 EXISTING STUD m ,erarOvro« ❑ 1/2" GYPSUM BOARD OVER CELLARS AND BASEMENTS. SOFFIT i i EXISTING lo (2X4©16) EXISTIN LIVING RM ii I I I 3) 1 X 7 I I WOOD Four■m a ur m"M Po I I Fwm m„ WON weaver M I I I I I I I WICIEM I I I I Fom aauW,wrn WOOD I �eW POW ON -------------- ---------------------- III III I I I I I I I nemW-W Cm POW ONE EXISTING ..,. A CELLAR ! LEXISTING FJ \` 2X8®16 i'..;: \ Omar¢NAVFOmm■M RM EXISTING .•• Fmna DOUG FIR #2 MIN GIRDER EXISTING CELLAR .. SLAB EXISTING 8" Q FOUNDATION EXISTING PC FOOTING LNEW FOOTING (8X16 MIN) UNDER COLUMNS O CROSS SECTION DETAIL: COLUMN PIER CONNECTION SCALE: 1/4" = 1'-0" 5 SCALE: N.T.S. Project Number Sheet Status ___.•„ Sheet Title Sheet Number No: Date: Issue: No: Date: Issue: ' { •r'.. P.C. ate 10.27.21 1 09.16.20 Preliminary Design 6 10.14.21 MASTER CEILING } Andreas Letkovsky Architecture, 1 SECTION r r ,, •,.n •... •_., . 2 10.29.20 PRELIMINARY DESIGN REV. 7 10.27.21 AMEND PERMIT — KITCHEN SPAN •' Scale AS NOTED kk 3 1 1.13.20 PRELIMINARY DESIGN REV 8 ' '; ' 91-101 Broadway, Sutie 11, Greenlawn, New York 11740Project Title Draw A5 . 0 4 01.31.21 BID & PERMIT 9 `�r ' Tele: 631-757-6204 Fax: 631-757-0628 E-mail: info@ALArchitecture.com 5 09.29.21 AMEND ROOF 10 `� Check AL RIDER ROOF RENOVATION Al of 1 1 2 1 3 1 4 1 5 1 6 7 1 8 9 1 10 111 12 GENERAL NOTES 1. Contractor shall visit, site and verify all conditions and dimensions. Any discrepancies, omissions, 18. If, in the course of construction, a condition exists which differs from that as indicated on the 4.1 Concrete Unit Masonry 2.5 Waterproofing 8.9 Hardware or problems shall be reported to the Architect before submission of bids. A submission of bid plans, the Contractor shall stop all related work and notify the Architect. Should he fail to follow shall give written notice to the Architect, of any materials or apparatus that he believes inadequate these procedures and continue with the work, he shall assume all responsibility and liability arising 1. Do not place masonry units when air temperature is below 40 degrees F. 1. Where indicated on the drawings and where otherwise required for proper waterproofing of planters 1. See Owner or Architect for all door hardware sets to be selected. or unsuitable, in violation of laws or ordinances and rules or regulations of all Authorities having therefrom. and similar items, provide a complete "Bituthane" waterproofing system as manufactured by W.R. jurisdiction, and notice of any necessary items of work omitted. If the Contractor fails to give 2. Clean surface of mason as required for proper application of the specified finishes Provide Grace Co. or approved equal. 2. Hardware for exterior doors: such notice, it shall be assumed that he has included the cost of all items in his proposal, and 19. Contractor is to supply the Owner, in writing, a waiver of all liens for himself and all suppliers and normal weight (125 bls.7cu. ft.) hollow load bearing block conforming to ASTM C90, Grade N-1. Contractor to install exterior lock sets provided by Owner. he will be held responsible for the satisfactory functioning and approval of all work under this Subcontractors before final payment is requested, as well as final inspection approval(s). 2. Provide and install 6 mil. thick polyethylene sheet with 12" min. lap, where drawings call for new Contract without extra compensation. 3. Installation shall follow National Concrete Masonry Institute's recommendations. concrete slabs or screed coats. 3. Closet Hardware 20. General Contractor to coordinate with Owners Lawn Sprinkler Contractor and landscape Contractor A. All new closet interiors to be by Others. 2. Owner shall procure and pay for all permits, fees, etc., necessary to perform all work and services for all necessary work. 4. Lay walls in running bond pattern, unless otherwise indicated, provide control joints 30 ft. o.c., 7.2 Insulation B. Closet door hardware to be selected by Architect or Owner. herein specified or indicated on the drawings unless otherwise noted. All work shall be done in locations to be verified by Architect unless indicated otherwise on drawings. (If applicable). compliance with local codes, ordinances, rules and regulations. Contractor shall be responsible for 2.1 Demolition1. Provide the following building insulation where shown on the drawings or otherwise needed to 8.10 Tile obtaining Certificate of Occupancy and other municipal inspections. 5. Tie intersecting walls with truss type reinforcing 16" o.c. vertically and back min. achieve the degree of insulation required under pertinent regulations of governmental agencies hang 1. The work under this section shall include all labor materials, appliances, and services necessary to 2'-0" into each wall. jurisdiction. Insulation is to be installed with vapor barrier. 1. All joints and layouts of tile/marble/granite shall be gone over with Architect before installation. 3. No work shall be started until plans have been approved by the Building Department and all other complete all demolition and removal work and related work which required by drawings. The Joints shall be flush and narrow as possible. agencies having jurisdiction. Contractor is to remove indicated interior partitions, ceiling, cabinetwork, plumbing fixtures, heating 6. Wall reinforcement to be truss type, continuously welded wire as manufactured by duro-wall or 2. Contractor shall furnish and install all blanket type insulation butts in new walls, floors, and elements, air conditioning units and electrical fixtures. The Contractor is to report any equal, 9GA; follow manufacturers installation details. ceilings. All batt will be Owens Coring Fiberglass or equal with foil vapor barrier wrapping,; install 2. All tile/marble/granite intersections and returns shall be as perfectly formed. All cutting and 4. Contractor shall file Certificate of Workmen's Compensation and Disability Certificates with Building discrepancies of encountered conditions with the drawings to the Architect. Demolition is to include " full thick in walls as required in ceiling stapled so that the vapor barrier side faces interior of drilling shall be neatly done without marring. All cut edges shall be carefully ground and jointed. Department before starting work. any work necessary to make existing premises conform to new plans. 7. Provide misc. anchors and ties as required. Min. 14GA. Galvanized steel or 3/8 diameter galvanized building. steel rod for thin stone veneer applications. 3. All tile/marble/granite in toilet/bath areas to have wet ground mitered corners and edges. 5. Only written dimensions and never scaled dimensions from architectural drawings will be recognized 2• Where walls are shown removed patch floor and ceiling adjacent materials and finishes to match 3. All hot and cold water pipes to be wrapped with pipe insulation tubes. as valid. If there are any missing dimensions contact the Architect for dimensions prior to for homogenous finish, (typical of all walls removed). " „ 4. New tile/marble/granite to be installed as per latest suggested method of the handbook for proceeding with work. 8. Use type M mortar conforming to ASTM C-270. Maintain a constant joint width throughout the 7.3 Roofing ceramic tile installation. Mud for flooring mud base/thin set walls. 3. Remove existing base and door moldings and replace as required. work. Unless otherwise indicated or noted, joints shall be minimum 1/4" wide. 6. The AIA General Conditions or most current supplements whether attached hereto or not shall form 1. Contractor to provide positive slope down to roof drain by shimming roof sheathing. Review with 5. All walls, floors, and notches to be tile/marble full height unless otherwise noted. See drawing W a part of this Contract. The Architect has not been retained for on site supervision or observation 4. The General Contractor is responsible for all demolition required to complete the job according to 4.2 Masonry Veneer Architect before construction. Method of shimming shall provide full bearing of roof sheathing details. of construction unless agreed to in writing. the construction drawings whether or not shown on the demolition plan. through to rafters or roof joists. 1. Connect new masonry veneer to sheathing with Heckman (or equal) #187 Corrogatted Clips, 6. Prepare all floor and wall surfaces to receive new tile/marble/granite as shown on architectural 7. Insurance: 5. Care is to be taken in the demolition phase due to unknown conditions inside existing walls, floors 16GA galvanized steel (non-corrosive) at 16 O.0 H & V. 2. Asphalt shingles to match prop. metal roof color or as required. plans. A. Unless specifically stated otherwise in the Contract Agreement, each Subcontractor shall file and ceilings such as continuous exhaust or chimney flues, electrical wiring, HVAC ducts, structure, Certificates of Insurance, acceptable to the Owner, prior to starting work. The Contractor shall be etc. 5.1 Steel 3• Install Cant strips in angles of intersection between roof deck and vertical walls and curbs as 7. Contractor is to take all necessary precautions to protect new tile/marble/granite from areas still responsible for 1311 work of every description and distinctly assume required by roof manufacturer's specifications. being worked on. and does so assume all risks for damage or injury from whatever 2.4 Site Grading and Drainage 1. Rolled steel plates and bars-comply with ASTM A572 grade 50. cause to property and persons used or employed on or in4. Installation of roofing to be by qualified roofers who understand how to achieve a watertight 8. All tile/marble/granite to be supplied by Contractor. General Contractor is to prepare walls &/or connection with his work, and of all damages or injury to any 1. Work included: excavate, back fill, compact, and grade the site to the elevations shown on the 2. All steel columns bearing on foundation walls to bear on 8"x8"0/8" steel plate, unless otherwise roofing and flashing system with the conditions indicated on the architectural drawings as the floors to receive tile. persons or property wherever located, resulting from any action drawings and as needed to meet requirements of the construction shown on the contract noted. existing conditions pertaining to the project. Refer to manufacturers directions regarding or operation under the Contract or in connection with the work, documents. Grading to be executed in a manner to permit proper drainage of storm water installation. 9. Marble/granite slabs, flooring and veneer to be min. 1/4" thick. and undertakes and promises to defend the Owner against all without ponding and be town approved. 3. Comply with AWS code for procedures, appearance, quality of welds, and for method used in claims on the account of any such damage or injury. correcting welding. 5. All details of shingle roof application, including but not limited to shingles, flashings and shingle 10. Built in soap dish tile/chrome/marble to be supplied by General Contractor in the shower and tub. The Contractor shall carry insurance as follows: 2. FII to be compacted, free from clay, organic matter, loam, waste or other objectionable matter. underlayment shall be in keeping with the standards of the "Asphalt Roofing Manufacturers See plan for locations. 6.1 Rough Carpentry Association". 3. Grade area adjacent to building to achieve drainage away from the structures and to prevent 11. Wood stud partitions to receive marble/tile to be spaced 12" o.c. 1. Workmen's Compensation as required by labor Laws. ponding. 1. All framing shall be Doug Fir #1 (Fb=975psi) or better as per latest issue Building Code. 6. Roof shingles shall not be installed on a roof slop of less than 2 vertical to 12 horizontal. 2. General Liability with limits of $1,000,000 each person and 12. Marble that is installed on shower floors is to have either ribbed or honed finish. $3,000,000 each accident. 2• Interior partitions to be 2"x4" and exterior walls shall be 2"x4" nominal dimension ®16" o.c. unless 7• Roof shingles installed on slopes between 2 on 12 and 4 on 12 shall be installed in accordance A. Bodily Injury Liability with limits of $1,000,000 each person, 2.5 Excavating otherwise noted on drawings. with the low slope roof installation standards of the "Asphalt Roofing Manufacturers Association" or 13. All tile shall be laid out lengthwise on walls so that no tiles less than half full size shall occur. Q $3,000,000 each accident. of the specific installation. Directions of the shingle manufacturer for low slope roof installation. Joints shall be the narrowest possible. Vertical units and joints shall be maintained plumb, level B. Property Damage Liability with limits of $3,000,000 each 1. Include excavation of any materials that are unsatisfactory for bearing of slabs, and footings and 3. All headers to be (2)2"0" unless otherwise noted. and even, and centered on plumbing trim. accident. replacement by satisfactory materials as part of the work of this section. 8. All roof sealants to be compatible with roof materials being used. C. Protective Bodily Injury Liability with limits of $1,000,000 each 4. Contractor to fir existing ceiling if required, to lower ceiling height as noted on floor plans and 14. Cut edges of tiles against any trims, finish, built-in fixtures, etc. shall be carefully ground and person, $3,000,000 each accident. 2. Excavate and back fill in a manner and sequence that will provide proper drainage at all times. elevations. 7.4 Flashing and Sheet Metal jointed. Around electrical outlets, plumbing pipes, fixtures and fittings, tile shall fit closet, so that D. Protective Property Damage Liability with limits of $3,000,000 plates, collars or coverings will overlap the tile. No split tile will be permitted, except in those each accident. 3. In excavating for footings and foundations take care not to disturb bottom of excavation: 5. Exterior trim including facias, window trims, corner boards and other exterior trim to be prime- 1. Provide and install flashing around all windows and new openings. areas where pipes or trims make cutting necessary. 3. Owner's Protective Liability, naming Owner as insured with Bodily A. Excavate by hand tools to final grade just before concrete is placed. loc to be painted, or as shown on drawings. Injury Liability Limits and Property Damage Liability Limits as B. Trim bottom to required likes and grades to leave solid base to receive concrete. 2. All exterior door jambs, head and sill to be weather-stripped with exterior zinc system. 9.2 Gypsum Wall Boards stated in 2. C. Excavate to depth required for adequate soil bearing. 6. EXTERIOR PAINT, STAIN AND ROOF COLORS TO BE SELECTED BE ARCHITECT. D. Footing bottoms are to be inspected by building inspector prior to pouring of 3. Exterior door saddles to be solid hard wood with lip to engage weather strip. Set in waterproof 1. Interior walls and ceilings shall be 1/2" GWB, taped and given three coats of spackle, left in polished 8. Removal of debris, procurement of dumpster and related work shall be the responsibility of the footings. 7. All structural lumber shall comply with and be erected in accordance with National Forest Products compound. conditions to be inspected by Architect before and after first coat of paint. All exposed wall General Contractor. Location of dumpster shall be by mutual agreement between Owner and Association's National Design Specification for wood construction, latest edition. All Lumber shall be surfaces to have GWB unless otherwise noted. All existing plaster or GWB must be patched, flush General Contractor. Site shall be kept clean & orderly. 3.1 Concrete grade marked. 4. New gutter and leaders to be selected by Architect and tie into town approved dry wells as may with new GWB and free from defects and prepared for new paint. Otherwise, it must be replaced be required. with new GWB. All GWB joints to be staggered. All exposed joints to be taped and covered 9. Alternates: If the Contractor feels that an alternate material or method would result in a time or 1. Design the mix to obtain a compression strength of 3500 psi after 28 days for slabs and 3000 8. All plywood shall be grade marked and meet the standards of American Plywood Association (APA). smooth with joint compound. Provide Durabond 90 pre-fill for sealing wall board joints. Provide cost saving, he should submit specifications and catalogue cuts to the Architect for his approval psi for footings and foundations, unless otherwise specified. 5. Coat back-side of fabricated sheet metal with bituminous coating, where required to separate all necessary corner beads, stops, edge trim, casing beads and similar trim as all wall board before proceeding with any subsitution. Substitutions must be of like quality to item specified and " 9. All wall (exterior) shall be braced against latero! loads by structural sheathing, 18GA steel metals from corrosive substrates including cementiuous materials, wood, or other absorbent surfaces, new and existing shall have depressions, filled seams smooth openings and holes patched Y pp All footings to rest on undisturbed 1 ton soil and extend to minimum of 3-0 below rade. strapping, or let in 1/4" corner bracing. materials; or provide other approved permanent separation. flush, spackled and sanded and otherwise left ready and acceptable for painting and finishing. will be allowed only with the royal of Architect. 2. 9 9 10. General Contractor is to include in bid any and all work necessary to raise existing floor areas to 3. All new concrete slabs to have 6x6 w1.4/w1.4 min. welded wire fabric and steel trowel finish. 10. Double joists under all parallel partitions (verify). 6. All roof drains and leaders to have removable dome type strainer on top if required. 2• Provide cross bracing between studs in pipe chases. Bracing shall be cut from 5/8" wallboard into provide flush floor levels at transition of existing to new construction. (except where steps arepieces no smaller than 12" wide by chase width, and shall be screw attached at quarter points in U noted on architectural drawings.) 4. Concrete slabs on grade shall be poured over 4" crushed base and 6 mil polyethylene vapor 11. Joists shall be doubled around all openings, under all parallel walls and partitions, and at 7. Roof leaders to be sized for drainage area of roof being drained with a minimum leader size of the studs height with screws 8" o.c., min., three screws per brace per stud web. barrier (V-0" min. overlaps). cantilevers beyond the foundation wall or wall below. 3" diameter. 11. Discrepancies: 3. Apply wallboard with the long dimensions perpendicular to the framing member. A. Wherever there are discrepancies between the drawings or the 5. Patch existing concrete slab to maintain flush level floor throughout. 12. Provide joist hanger for all flush framed conditions, as manufactured by Simpson, or equal. Install 7.5 Sealant and Caulking drawings and specifications, the Contractor shall contract for, in accordance with manufacturer's instructions. 4. Install 5/8" type "X" gypsum bocrd (fire retardant) on all wall and ceilings in garage and mechanical provide and install the better quality or greater quantity of 6. Avoid freezing before initial set of the concrete. Do not place concrete at temperatures less 1. All roof areas to be adequately vented to guard against condensation built-up in roof plenums. spaces. material or work called for unless otherwise ordered in writing. than 40 degrees F, nor when freezing conditions are expected in less than 24 hours. 13. All floor joists shall be bridged"at mid span or at intervals not the exceed 8 feet. Metal, solid B. Written dimensions shall govern over scaled dimensions. wood blocking, and (2) 5/4x3" bridging is acceptable. 2• Contractor to install 2" aluminum soffit vents with insect screens where indicated on the drawings. 9.3 Painting 7. Locate vertical construction joints when required. Submit cut or sample to Architect for approval prior to installation. 12. Omissions: 14. All items of rough hardware of every description including nails, spikes, screws, bolts, anchors, ties, Finish to be specified by Architect. Refer to drawings for additional information. 1. Contractor shall include in bid a prime coat and two finish coats of Benjanim Moore or approved A. The drawings and specifications are intended to coordinate. 8. Do not place one density range of concrete against other while both are still plastic. expansion shields and bolts, and other items which are required to assemble or secure the work equal. Upon completion of prime coat, Architect shall be notified for inspection of same before Anything found on the drawings and not mentioned in the Do not pour cold joints. shown or specified herein shall be furnished as needed. yt g g 3. Provide one way type roof vents where required. Review with Architect all necessary locations prior final coats are applied. COLOR AND LOCATIONS TO BE DETERMINED BY ARCHITECT. Allow up to 4 specifications, or vice versa, or anything not expressly set to installation. custom mix colors. forth in either, but which is reasonably implied, shall be 9. Finish the surface to relatively uniform plane. 15. Contractor to furnish to other trades all anchors, bolts, wall plates, corrugated wall plugs, nailing furnished as though specifically shown and mentioned in both, blocks ledgers, wood etc., which are required for the proper fastening and secure installation of g P y 10. New foundation walls adjacent to existing shall be connected with a min. of 3 5 rebars 18" other items. Detailed instructions with sketches, if necessary, shall be given to the other trades 8.1 Wood Doors 16.1 Electrical without extra charge. 1 9 ( ) # ry� 9• long drilled into existing concrete. of this section showing the location and other details of such nailing devices. 1. All new doors to be stain grade solid core doors, pine face. See Drawing Specs. 1. Duplex outlets shall be by Leviton-decors line or Slater Decoraine or approved equal square face 13. Guarantee: receptacles. Dimmer switches and regular switches to be thin Lutron Nova T switch, approved A. Except where longer guarantee periods are specifically required in 11. Provide 1/4 remolded filler where slabs butts into wall. 16. General Contractor to coordinate with Owners audiovisual & telephone contractors exact locations equal, or otherwise specified. Color to be white or as selected. the specifications, each Contractor shall guarantee all work of all equipment, speakers, wiring,ontenna wiring and and conduit that may be necessary for future 2. All exterior door jambs, head, and sill to be weather-stripped with exterior zinc system. performed and n•iaterials used by him under this Contract against 12. Provide 4"x24" rigid insulation horizontal or vertical at new slab perimeter and foundation wall installations. Walls and finished floors are not to be closed until audiovisual installations is 2. All gang switches to receive a cover plate including the Lutron Nova T switch. All switch ganging defects for a period of one year from date of completion as (min.R-16). Rigid insulation to extend 24 minimum below grade or as called out on drawings, or complete. 8.5 Custom Windows to be reviewed with Architect for quantity and exact locations. evidenced by the date of the final certificate of payment. as required. B. Should an defects develop in aforesaid work within the guarantee 17. General Contractor is responsible for any and all coordination work, including coordination with Y P � 9 1. All windows (head, jamb, sill to be flush and water tight), as selected. 3. All electrical work to be per national electrical codes and local authorities having jurisdiction and to period, due to fault material or workmanship, the Contractor shall 13. All mud sills to be pressure treated lumber, wolmanized or equal. Treated wood sills shall be Owners subcontractors so as to assure the proper and timely performance of work within the P Y P anchored with 5 8" diameter steel bolts hooked type. overall scheduling of the project. be Board of Fire Underwriters Approval. Contractor shall secure Board of Fire Underwriter do, or cause to be done, necessary repairs or corrective work / YP • 9 P 1 8.6 Operable Windows Certificate at end of work. without extra cost to the Owner. The entire cost to be borne by the Contractor. The re required airs and corrective work shall be 14. For forming of exposed concrete surfaces use 1/4" min.thickness Douglas Fir plywood Grade B/B 6.2 Finish Carpentry q P Class I or II, exterior, sanded both sides complyingwith PS-1. Seal edges and coat both faces 1. All new operable window to be insulated High Performance glass as selected. Verify for code 4. Existing lighting and electrical not included in scope of project to remain. commenced within (30) days after written notice to Contractor by 9 compliance, prior to installation. See Reflected Ceiling Plan the Owner. If this work has not been commenced within (30) days, with colorless coating which will not affect application of applied finishes. 1. All new floors to be as per drawings & specifications. the Owner shall have the right to employ his own corrective 8.7 Glass (General) 5. Contractor to supply all new light bulbs and fixtures, unless noted. Contractor shall install all measures and back charge the General Contractor. 15. Basement slabs where exposed are to have steel troweled monolithic finish to provide dense, hard 2. New floor molding specified by Architect on Elevations. fixtures supplied. polished surface and to be sealed with anti-dusting sealer or equal. 1. For all glass, provide the type and thickness shown on the drawings or specified herein,or else 14. B entering into Contract on the construction project the Contractor or Construction Manager) 3• All interior trims including window trims shall be clear pine, kiln dried and free from defects to be q 6. Electrical contractor is responsible for running empty conduits for phone, security, and audio visual Y 9 � P j ( 9 ) " required. / accepts the responsibility to be knowledgeable as to the requirements of the latest Issue 16. Crawl space to be moisture sealed with a 2 concrete slab over 6 mil. Polyethylene vapor barrier. painted and selected by Architect as per Elevations. systems. Construction Code and other federal, state, and local ordinances having jurisdiction. The 8.8 Tempered Glass requirements of the foregoing codes and ordinances shall supplement the requirements shown on 17. Where down spouts are show hidden within an exterior wall, the Contractor is to insure that an 6.3 Custom Cabinetry q 9 9 PP q 7. Electrical Contractor is responsible for all required electrical wiring to H.V.A.C. system. the drawings and elsewhere in the specifications and in the event of conflict with the architectural adequately sized PVC chase is set within the foundation wall so that the down spout can exit the 1. Provide 3/8 thick tempered glass or glass where indicated on drawings and where required by specifications the requirement of the code or ordinance shall prevail unless the architectural building below grade. This has to be set while the foundation wall is being poured. It will be 1. Contractor is responsible for field measurements and verification of all dimensions. Any governmental agencies having jurisdiction.P q P unacceptable to patch the foundation walls after the concrete is set. Waterproofing in and around discrepancies or adjustments should be discussed with Architect before fabrication. Determine what g g g 8. Electrical Contractor is to contact and coordinate installation of cable T.V. wires to all locations specification is more stringent. P P P 9 � P 1 indicated by the Contract Documents. Installation is to be performed in a timely manner with chase. field joints are required in shop assembled units due to access limitations of the built in location. 2. For plate glass or float glass use Type I, Class I, Quality 3. respect to the overall project scheduling. 15. Any and all workmen employed on the project are to be either skilled craftsmen in their respective trade or work under the continuous direct supervision of such skilled craftsmen so that all work 18. All concrete reinforcing bars to be ASTM grade 60, unless otherwise specified. 2. Cabinetry Contractor to verify with Owner the size and type of all equipment being built into 9. Install smoke and carbon monoxide detectors so as to comply with Building Codes. Q installed shall be to a high professional quality standard of workmanship. cabinetry. Contractor to provide access to all equipment. Contractor to coordinate with Electrical 19. Water shall not be allowed to stand in excavations until after concrete work has set. Contractor Contractor when necessary for running of all wire through cabinets before completion. 17,1 Energy Notes 16. If there are any materials called for on the drawings and specifications that in the judgement of shall remove such water at his expense. the Contractor will not yield satisfactory results in the intended application, the Contractor shall 3. Cabinet Contractor is responsible to coordinate all trade, electrical, granite, etc. and obtain 1. The enclosed architectural drawings, plans and specifications has been prepared by the notifythe Architect of some rior to award of the construction contract, for Architects decision. 20. All basement walls below grade shall be damp proofed with two coats of asphaltic, k self-primin necessary information, in writing from trades. P plastic cement, trowel or spray applied to walls if water table is determined to be minimum 2'-0�' undersigned Registered Architect and in his best professional knowledge and belief satisfy the liquid below basement slab elevation. Bentonite or 60ml li waterproof membrane as mfr. b 17. Any Contractor installing any work shall examine the existing conditions including any new work q • rP Y requirements of the Latest Issue Energy Code. alreadyinstalled in lace, rior to commencing his installation. commencement of his installation Anti-Hydro or equal shall be used if water table is higher. Contractor shall verify water table 2. Masonry and factory-built chimney, gas vents, and their supports shall be designed and constructed P P location in the field. so as to be structurally safe, durable, smoke-tight, non-combustible and capable of withstanding shall be construed to mean acceptance by such Contractor of the condition of the substrate as proper and adequate for the installation of his work. the action of flue gases as per all applicable codes. 21. All stepped footing, if required shall not exceed 30 degrees. Project Number Sheet Status - -... Sheet Title No: Date: Issue: No: Date: Issue: ���¢f �� Date 10.27.21 Sheet Number 1 6 10.27.21 AMEND PERMIT Andreas LetkovskyArchitecture, P.C.2 7 :¢ ; GENERAL NOTES ' Scale AS NOTED 41 91-101 Broadway, Sutie 11, Greenlawn, New York 11740 G 3. 8 ' r Y Project Title 4. 01.13.21 BID & PERMIT 9 `` x;;�;%` Tele: 631-757-6204 Fax: 631-757-0628 E-mail: info ALArchitecture.com Draw _.. . @ �. ". RUDER ROOF RENOVATION Al of 5 09.20.21 AMEND ROOF 10 Check AL 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 111 12 w FIRST FLOOR AREAS ZONING ANALYSIS 1 ,277.0 TOTAL EXISTING SQ.FT. AREA PROJECT NAME: RUDER ROOF RENOVATION 0.0 NEW HEATED SQ.FT. AREA SITE ADDRESS: 99.0 NEW PORCH SQ.FT. AREA N 83d2091 . 4 2275 Deep Hole Drive 40 1 ,376.0 TOTAL SQ.FT. AREA w N 91 . 47 Mattituck, NY C316._4' EXISTNG SHED w LEGAL DESCRIPTION ^ �l DIST SECTION BLOCK LOT SECOND FLOOR AREAS RENOVATE EXISTING CO ROOF, O DORMER ADDITION 42 SQ.FT. Q 756.0 TOTAL EXISTING SQ.FT. AREA I . I Fk/ST W 43.0 NEW ADDITIONAL HEATED SQ.FT. AREA FRONT PORTICO ADDITION 40.51 PERMITTED USE(S): SINGLE FAMILY 99 SQ.FT. C) O 799.0 TOTAL (INTERIOR—HEATED) SQ.FT. AREA W I LOT AREA: 15,545.0 SQ.FT. 0) 4 — -- _ LI - PR�p 41ROP � L N o Q SETBACKS (APPLICABLE TO MAIN BUILDING) Q PROPOSED 0Wa �� FRONT 44'-4" .� o a BE=DROOM CALCULATIONS - NO INCREASE DRIVEWA REAR 84'-4 1 /2" 3 EXISTING BEDROOMS SIDE 41 '- 11 0 EXISTING BEDROOMS TO BE REMOVED. 27 " 0 PROPOSED BEDROOMS (ON SECOND FLOOR) 8.25, 7 SIDE - OTHER 45'-0 78 51 , 3 TOTAL BEDROOMS BOTH FLOORS (NO CHANGE) 46, S 83 0„d20'4E CURB DEEP HOLE LE DR/ V E U AREA SUMMARY PLOT PLAN � 1 SCALE: N.T.S. 2 SCALE: 1" = 1'=20" CONTRACTOR SHALL VERIFY SOIL CONDITIONS PRIOR TO CONSTRUCTION SURVEYOR: THOMAS MATARAZZO - 50309 32 SEQUOIA WAY, HOLBROOK, NY REFERENCE SURVEY UNDATED Project Number Sheet Status Seal Sheet Title Sheet Number No: Date: Issue: No: Date: Issue: ,�,�� - Date 10.27.21 1 6 10.27.21 AMEND PERMIT t Andreas Letkovsky Architecture, P.C.l 42 r :.. :., LOT PLAN 7f :` `'v Scale AS NOTED ` Project Title ,` ' 3. $ 91-101 Broadway, Sutie 11, Greenlawn, New York 11740 Draw PPI 4 01.31.21 BID & PERMIT 9 <n,`��� ,;a ` Tele: 631-757-6204 Fax: 631-757-0628 E-mail: info@ALArchitecture.com 5 09.29.21 AMEND ROOF 10 IF RUDER ROOF RENOVATION r=- ' Check AL Al of 1 1 2 1 3 4 5 1 6 7 8 1 9 1 10 111 12 TABLE A-3.6 WFCM 2015 TABLE 3.1 IRC 2015 TABLE R301.2 (1) RIDGE TENSION STRAP CONNECTION REQUIREMENTS FOR WIND (Prescriptive Alternative to Table 3.6) TABLE 3.4A Dead Load Assumptions:Roof/Ceiling Assembly dl=15 psf RAFTER/CEILING JOIST TO TOP PLATE LATERAL AND SHEAR CONNECTION REQUIREMENTS NAILING SCHEDULE (WFCM-TABLE 3.1) CLIMATIC&GEOGRAPHIC DESIGN CRITERIA (130mph) EXPOSURE C (Prescriptive Alternative to Table 3.4) GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE BY WINTER ICE FLOOD AIR MEAN NUMBER OF NUMBER OF NAIL SPACING � EXPOSURE B JOINT DESCRIPTION SNOW DESIGN 130 MPH DESIGN BARRIER HAZARDS FREEZING ANNUAL COMMON NAILS BOX NAILS LOAD SPEED(mph) Topographic Special Wind-Born CATAGORY Weathering Frost Line TERMITE TEMP REQUIRED INDEX TEMP ROOF PITCH ROOF SPAN(FT) NUMBER OF 8d COMMON NAILS 130 MPH Effects Wind Debris Depth OR 10d BOX NAILS IN EACH END K Region Zone OF 1 1/4"STRAP RAFTER/CEILING JOIST SPACING WALL HEIGHT(FT) NUMBER OF 8d COMMON NAILS 1 M F A B C C H G I J OR 10d BOX NAILS(TOE-NAILED) One mile from REQUIRED FOR EACH RAFTER ROOF FRAMING coast and SEE CALL PLANS BOF 3 FT MOD TO EXMINERS AND/OR CEILING JOIST TO TOP 20 PSF 130 NO NO fire island B SEVERE BFG HEAVY BELOW YES OFFICE 599 51 3:12 12' 2 PLATE CONNECTION RAFTER TO TOP PLATE(TOE-NAILED) SEE TABLE 3.4A SEE TABLE 3.4A PER RAFTER 16' 3 12" 8' 2 ISLIP SEISMIC-"B" 20' 3 10' 2 CEILING JOIST TO TOP PLATE(TOE-NAILED) SEE TABLE 3AA SEE TABLE 3AA PER JOIST SMITHTOWN SEISMIC-`B" 24' 4 16" 8' 3 CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) SEE TABLE 3.9A SEE TABLE 3.9A EACH LAP 1, FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF INCLUDING 4 FEET ON EACH SIDE OF 28' 5 10' 3 CEILING JOIST LAPS OVER PARTITION(FACE-NAILED) SEE TABLE 3.9A SEE TABLE 3.9A EACH LAP THE ROOF PEAK THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. 32' 5 24" 8' 4 COLLAR TIE TO RAFTER(FACE-NAILED) SEE TABLE 3.6 SEE TABLE 3.6 PER TIE 2. FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS THE 4 FOOT EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. 36' 6 10' 4 4:12 12' 2 BLOCKING TO RAFTER(TOE-NAILED) 2-8d 2-10d EACH END INTERIOR SPACES INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH INDOOR TEMPERATURE OF NOT LESS THAN 68 DEGREES FARENHEIT AT A POINT 3 FEET ABOVE THE FLOOR ON THE DESIGN HEATING DAY 2015 IMC 309.1 16' 2 RIM BOARD TO RAFTER(END-NAILED) 2-16d 3-16d EACH END SYSTEM DESIGN SHALL BE BASED ON MAX 72 DEGREES HEATING, MINIMUM 75 DEGREES COOLING ) 20' 3 DEGREE DAYS (NY LAGUARDIA) 4811, WINTER DESIGN TEMP 15, DRY BULB 89, WET BULB 75 (2015 IPC APPDX D) 24' 3 WALL FRAMING ALSO AS PER 2015 IBC CHAPTER 16 SECTION 1609 AND ASCE 7 - WIND EXPOSURE CATAEGORY AND SURFACE ROUGHNESS IS B. 28' 4 TOP AND BOTTOM PLATE TO STUD LATTERALERALBLE CONNECTIONS FOR WIND LOADS TAA USE 'C' FOR BOTH SOUTH SHORE AND FIRE ISLAND. TOWN OF ISLIP IS WITHIN A HURRICANE PRONE REGION W (130mph) 32' 4 (Prescriptive Alternative to Table 3.5) TOP PLATE TO TOP PLATE(FACE-NAILED) 2-16d 2-16d PER FOOT 36' 5 EXPOSURE B TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-16d 5-16d JOINTS EACH SIDE 5:12 12' 2 130 MPH STUD TO STUD(FACE-NAILED) 2-16d 2-16d 24"O.C. Table R301.5 TABLE 3.26 16' 2 STUD SPACING WALL HEIGHT F NUMBER OF 8d COMMON NAILS MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS ( � OR 40d BOX NAILS PER STUD TO HEADER TO HEADER(FACE-NAILED) 16d 16d (in pounds per square foot) Bottom Plate to Foundation Connection(Anchor Bolts)Resisting Lateral and Shear Loads From Wind 20' 2 PLATE CONNECTION (Prescriptive Alternative to Table 3.2) 24' 3 TOP OR BOTTOM PLATE TO STUD(END-NAILED) SEE TABLE 3.5A SEE TABLE 3.5A USE LIVE LOAD FOR EXPOSURE 8&C AND ALL WIND SPEEDS Uninhabita ble attics without storage 60 BOTTOM PLATE TO FLOOR JOIST,BANDJOIST, PER FOOR ANCHOR BOLT DIAMETER-(IN) MAXIMUM ANCHOR BOLT SPACING 28' 3 16" 8' 2 2-16d 2-16d Uninhabitable attics without storage 40 ENDJOIST OF BLOCKING(FACE-NAILED) 16"O.C.ALONG EDGES 1/2" 31 32' 4 10' 2 PER STUD Habitable attics and attics served with fixed stairs 50 36' 4 12' 2 5/8" Balconies (exterior) and decks 40 48 6:12 12' 2 14' 2 FLOOR FRAMING Fire Escapes 40 16' 2 Guards and handrails 200 20' 2 JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4-8d 4-10d PER JOIST Guards in-fill components 50 WIN 24' 3 DOW NOTE: BRIDGING TO JOIST(TOE-NAILED) 2-8d 2-10d EACH END Passenger vehicle garages 50 If house is in a wind-borne debris region, all new windows 28' 3 and glass doors shall meet the requirements of the large Q TABLE A-3AA BLOCKING TO JOIST(TOE-NAILED) 2-8d 2-10d EACH END Rooms other than sleeping rooms 40 missile test of ASTM 1996 and or ASTM E 1886. 32' 3 UPLIFT STRAP CONNECTION REQUIREMENTS (ROOF TO WALL,WALL TO WALL,WALL TO FOUNDATION) Sleeping rooms 30 The Contractor shall provide pre-cut 1/2" plywood panels to 36' 4 (Prescriptive Alternative to Table 3.4) BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3-16d 4-16d EACH BLOCK cover the glazed openings do shall pre drill edges to accept Stairs 40 fit" #8 wood screws ® 16" for panel span less than or 7:12-12J2 12' 1 EXPOSURE B LEDGER STRIP TOP BEAM (END-NAILED) 3-16d 4-16d EACH JOIST equal to 6'; ® 12"o.c. for panel span 6'-* to. 16' 2 130 MPH JOIST ON LEDGER TOBEAM(TOE-NAILED) 3-8d 3-10d PER JOIST 20' 2 DEFLECTION LIMITS: FRAMING SPACING ROOF SPAN(FT) NUMBER OF 8d COMMON NAILS BAND JOIST TO JOIST(END-NAILED) 3-16d 4-16d PER JOIST RAFTERS WITH NO FINISHED CEILING ATTACHED: L / 180 - FLOORS: L / 360 24' 2 OR 40d BOX NAILS PER STUD TO PLATE CONNECTION BAND JOIST TO SILL OR TOP PLATE 28' 3 (TOE-NAILED) 2-16d 3-16d PER JOIST 32' 3 12" 12' 1 3s' 3 ROOF SHEATHING 16' 1 20 2 WOOD STRUCTURAL PANELS: 8d 8d SEE TABLE 3.10 24' 2 ` DIAGONAL BOARD SHEATHING 28' 2 32, 2 1"X 6"OR 1"X 8" 2-8d 2-8d PER SUPPORT 36' 2 1"X 10"OR WIDER 3-8d 3-8d PER SUPPORT U 2 16" 12' 2 CEILING SHEATHING 16' 2 20' 2 GYPSUM WALLBOARD 5D COOLERS 5D COOLERS 7"EDGE/10"FIELD 24' 2 28' 2 WALL SHEATHING 32' 2 36' 3 WOOD STRUCTURAL PANELS 8d 10d SEE TABLE 3.11 STRUCTURAL FIBERBOARD PANELS 1/2" 11 GA.GALV.ROOFING NAIL 3"EDGE/6"FIELD 20"X1 1/2"LONG X 7/16"HEA TABLE A-3.9A 25/32" 11 GA.GALV.ROOFING NAIL 3"EDGE/6"FIELD RADTER/CEILING JOIST HEEL JOINT CONNECTION REQUIREMENTS - CW 135 3046 D H (Prescriptive Alternative to Table 3.9) 20"X1 1/2"LONG X 7/16"HEA W = 22 9/16" W = 33 7/8" ROOF LIVE LOAD GROUND SNOW LOAD GYPSUM WALLBOARD 5D COOLERS 5D COOLERS 7"EDGE/10"FIELD pa H = 36 3/8" H = 24 1/8" 20 psf30 psf HARDBOARD 8d 8d SEE TABLE 3.11 5.7 Sq. Ft. 5.7 Sq. Ft. ROOF SPAN PARTICLE BOARD PANELS 8d 8d SEE SILL = 38" SILL = 26" 12 24 36 12 24 36 DIAGONAL BOARD SHEATHING RAFTER RAFTER NUMBER OF 16d COMMON NAILS SLOPE SPACING OR 40d BOX NAILS PER HEAL 1"X 6"OR 1"X 8" 2-8d 2-10d PER SUPPORT JOINT CONNECTION ANDERSEN EGRESS WINDOW SPECIFICATIONS 1"X10"OR WIDER 3-8d 3-10d PER SUPPORT 3:12 12' 3 5 8 3 6 9 16' 4 7 10 4 8 12 FLOOR SHEATHING 4:12 12' 3 4 6 3 7 7 16' 3 5 8 3 9 9 WOOD STRUCTURAL PANELS 5:12 12' 3 3 5 3 6 6 1"OR LESS 10d 10d 6"EDGE/12"FIELD 16' 3 4 6 3 7 7 7:12 12' 3 3 4 3 4 4 GREATER THAN 1" 10d 16d 6"EDGE/12"FIELD 16' 3 3 5 3 5 5 DIAGONAL BOARD SHEATHING Q 9:12 12' 3 3 3 3 4 3 1"X 6"OR 1"X 8" 2-8d 2-10d PER SUPPORT USED. 16' 3 3 4 3 4 4 1"X 10"OR WIDER 2-8d 3-10d PER SUPPORT 12;12 12' 3 3 3 3 3 3 16' 3 3 3 1 3 1 3 3 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 INCHES ON CENTER AT PANEL EDGE. 2. WHEN ALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBERS OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAILS PER FOOT. Project Number Sheet Status ' No: Date: Issue: No: Date: Issue: �I c - Date 10.27.21 Sheet Title Sheet Number `^ �„.. LetkovskyArchitecture, P.C.6 10.27.21 AMEND PERMIT Andreas CODE REFERENCE STANDARDS 2 7 Scale AS NOTED 3 8 'f 91-101 Broadway, Sutie 11, Greenlawn, New York 11740 Y Project Title R 1 _:..�,�� g-� 4 01.13.21 BID & PERMIT 9 `�f �;` "-� Draw Tele: 631-757-6204 Fax: 631-757-0628 E-mail: info@ALArchitecture.com 5 09.29.21 AMEND ROOF 10 fF �/ Check AL RUDER ROOF RENOVATION Al of 1 1 2 1 3 4 5 6 1 7 8 9 10 11 12 CONTINUOUS CONTINUOUS RIDGE VENT SIMPSON CS20 RIDGE VENT @ EACH RAFTER TRIPLE STUD (5)8d NAILS EACH RIDGE(SEE PLAN FOR SIZE) �0,, SIDE OF RIDGE Q r�Qo (PEPIPE COLUMN ( ) 16d SIMPSON SIMPSON CS20 NAILS U210 RAFTERS(SEE C= HGR.@ 16" @ 16"o.c.(5)8d PLAN FOR SIZE) 0" X 10" x NAILS EACH SIDE (2) 16d COMMON SIMPSON Y2"0 DIA. OF RIDGE BASE PLATE NAILS ® 6" o.c. FOR FULL HEIGHT H-3 HURRICANE LAG BOLTS R BEAM OF STUD CLIP @ 16" @ 16 O.C." EE PLAN FOR SIZE SIMPSON L-50 CH SI OF EACH R R ° ° ° d ° d d d ROOF RAFTERS (4) %'4" DIA X 12" ° ° ° ° 30" X 30" X 12" .• LONG ANCHOR P.C. FOOTING (TYP) (SEE PLAN FOR SIZE) BOLTS d ° d ° d •. Y2"0 DIA. • • LAG BOLTS SIMPSON @ 16 O.C." • SIMPSO AC4 AAC4 N HGR. RIDGE DETAIL @ CATHEDRAL CEILING RIDGE TENSION STRAP CONNECTION DETAIL FOOTING DETAIL HGR.@ 16" SIMPSON "H1716" EACH SIDE DETAIL 2 DETAIL 3 DETAIL 4 0000e- w PORCH /RAFTER/GIRDER CONNECTION DETAIL "0 LAG (7)8d « 3/8 «�«�«'""� 00 0 OVERFRAMIN +""""� DETAIL 1 ROOF RAFTERS BOLT @ EACH NAILS ROOF RAFTER SIMPSON CS20 STRAP @ 16"O.C. TFIRUD80LT 9 WRAPPED AROUND T DOUBLE 2X6 SILL PLATE SIMPSON H2A, H7Z, 3"x3"x1/4" H10S, OR WASHER&NUT EQUIVALENT Z SIMPSON "HTT16" 2X-4"WIDER THAN RR (4)10d NAILS SIMPSONMAIN ROOF e"0 ANCHOR BOLT L50 ANGLE (MIN.7"EMBEDMENT) AND STRAPPING @ EACH ROOF ROOF RAFTERS @ 39"O.C. RAFTER r12" MIN. SIMPSON CS20 STRAP SECOND FLOOR Q ® 16" D.C. I RAFTERZTOP PLATE CONNECTION DETAIL FALSE VALLEY CONNECTION DETAIL FOUNDATION WALL/FLOOR FRAMING DETAIL SHEAR WALL HOLDDOWN SIMPSON DETAIL 6 (1) H2 DETAIL 7 DETAIL 8 DETAIL 9 ® ,6" O.C. SIMPSON CANTILEVER D ETA I L 2X4 CRIPPLE STUDS @ 16"OC CS20 MSTC28 SIMPSON CS20 CONNECTOR DETAIL 5 CONNECTOR OR, EACH SIDE C DBL.TOP PLATE COONN NECTOR(2)H2 @ ROOF (2)H2 @ROOF TRIPLE STUD SIMPSON LSTA21 WOOD"CAP le CONNECTOR (7)8d NAILS T 2"x4" TOP RAIL 18-16q • 4'—0" 4'-0" TO 12'-0 SIMPSON NAILS SIMPSON HTT16 3"x 3"x 1/4" MSTC28 SIMPSON CS20 5/8"0 THREADED • STEEL PLATE 2"x2" BALUSTERS MAX. CONNECTOR STRAP @ 16'O.C. ® 5" O.C. ROD 5/8"0 DIA. Im EACH SIDE �P) V THREADED ROD 4X4 WOOD POST ® 48" 2"x4" BOTT. RAIL SIMPSON SIMPSON SIMPSONo TRIPLE STUD LSTA21 NO SP I L UP T LSTA21 MSTC28 -' SIMPSON H-3 CONNECTOR CONNE XTORS R QUIRED CONNECTOR CONNECTOR Z HURRICANE WRAPPED THIS A A WRAPPED WRAPPED (7)8d NAILS „ AROUND AROUND AROUND NAILS ® 6" o.c. 2 16d COMMON CLIP ® 16 O.C. (2)13/a"x 11 7/8"ML • BOTTOM PLATE BOTTOM PLATE BOTTOM PLATE (2) 16d COMMON /TR FOR FULL HEIGHT SIMPSON HTT16 NAILS ® 6" o.c. OF STUD • TRIPLE STUD FOR FULL HEIGHT OF STUD �CEDARADECKING NAILS d CANTILEVER HOLDDOWN DETAIL HEADER TIE DOWN DETAILS HEADER TIE DOWN DETAILS LOAD PATH FLOOR FRAMING DETAIL Ym0uIA. 11* DETAIL 10 DETAIL 11 A DETAIL 11 B DETAIL 12 ___SIMPSON BOLTSHOLDDOWN 2"x10"@ 16"O.C. 12" P.T.DECK JOISTS DJ @ POST MAX. SIMPSON HTT16 SIMPSON " POST HOLDDOWN T- AC6 MAX. EACH SIDE TRIPLE STUD 6"x6 SIMPSON 3/4"0 %4 CLEAR 1"x 2" P.T. POSTS AB66 CEDAR DECKING HANDRAIL @ 6'O.C. POST BASE (ACTUAL DIMENSION) 3"x3"xt/4" BALUSTERS 5/8"0 WASHER&NUT d THREADED ROD SIMPSON HTT16 Y,"O DIA. ® 5" O.C. ° LAG BOLTS ° @ 12 O.C." d 5/8" DIA. X 5/8" DIA. X 1/2"0 DIA. ° ° ° ANCHOR BOLT d ° ® 24" LONG ° 18" LONG ANCHOR BOLT ANCHOR BOLT (MIN.7"EMBEDMENT) ° ° a d d (D ° SIMPSON Z AC4 °°, P� a EACH SIDE SIMPSON 5/"0 DIA. ° ° d ° ° ° ° U210 HGR. Q< ANCHOR BOLT r @ 161'O.C. @ 36"O.C. I TRIPLE FLOOR JOIST • SIMPSON HTT16 SIMPSON AB44 7"MIN.EMBEDMENT ° ° d ° d ° POST BASE 4"x4" POST ° ° ° 4 ' ° 18 16d NAILS • TRIPLE STUD W/ DIAGONAL ° a ` 1/2"0 DIA. BRACE d d ° ANCHOR BOLT 2"X10" TREAD (MIN) (MIN.7"EMBEDMENT) ° m. 0 SIMPSON 0 2"x10" STRINGER (MIN) PB44 ALTERNATE CANTILEVER PORCHZDECKZHOUSE POST BASE FIRST FLOOR FIRST FLOOR HOLDDOWN DETAIL 4x4 POST CONNECTION DETAIL CONNECTION DETAIL . STAIRZRAILING DETAIL SHEAR WALL HOLDDOWN SHEAR WALL HOLDDOWN PORCH DECK JOIST CONNECTION DETAIL DETAIL 13 DETAIL 14 DETAIL 15 DETAIL 16 DETAIL 17 DETAIL 18 DETAIL 19 Project Number Sheet Status Seal Sheet Title Sheet Number No: Date: Issue: No: Date: Issue: 21 . Date 10.27 � __ .w.. Andreas Letkovsky Architecture, P.1 6 10.27.21 AMEND PERMIT ' ' ` C. CODE REFERENCE STANDARDS 2 7 7 �t>j � Scale AS NOTED 3 $ _ 91-101 Broadway, Sutie 11, Greenlawn, New York 11740 Project Title R 2 4 01.13.21 BID & PERMIT 9A .a.,'. , ' ' Draw 5 09L29.21 AMEND ROOF 10 ° 1 'r> 1 ca Tele: 631-757-6204 Fax: 631-757-0628 E-mail: infoO'ALArchitecture.com � fi=` Check AL Ruder Addition & Renovation Al of 1 2 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 111 12 APPROVED AS NOTED CODE COMPLIANCE UNIFORM CODE: DATE: B.P. 1. 2020 Residential Code or New York State (Pub. date: Nov 2019). FEE OU BY: 2. 2020 Building Code or New York State (Pub date: Nov. 2019). NOTIFY BUILDING DEPARTMENT AT 3. 2020 Plumbing Code of New York State (Pub date: Nov. 2019). 4. 2020 Mechanical Code or New York State (Pub date: Nov 2019). 765-1802 8 AM TO '"4.4 PM FOR THE 5. 2020 Fuel Gas Code of New York State (Pub date: Nov 2019). FOLLOWING INSPE�TJONS: 6. 2020 Fire Code of New York State (Pub date: Nov. 2019). r 7. 2020 Property Maintenance Code or New York State (Pub date: Nov. 2019). 1. FOUNDATION -ANO REQUIRED 8. 2020 Existing Building Code or New York State (Pub date: Nov 2019). FOR POUREDVCpCRETE CODE COMPLIANCE ENERGY CODE 2. ROUGH - FRAMING"s,&;PLUMBING 1. 2020 Energy Conservation Construction Code or New York State 3. INSULATION (Pub dote: Nov 2019). 4. FINAL - CONSTRUCTION MUST 2. 2016 Edition of the Energy Standard for Buildings Except Low—Rise BE (COMPLETE FOR C.O. Residential Buildings ("ASHRAE 90.1-2016"). 3. Latest Edition Reg—Check. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW WRITTEN ENERGY COMPLIANCE STATEMENT YORK STATE. NOT RESPONSIBLE FOR THE ENCLOSED ARCHITECTURAL PLANS AND SPECIFICATIONS DESIGN OR CONSTRUCTION ERRORS. HAVE BEEN PREPARED BY THE UNDERSIGNED NYS REGISTERED ARCHITECT AND IN THE BEST PROFESSIONAL OPINION, KNOWLEDGE, AND BELIEF SATISFY THE REQUIREMENTS OF THE LATEST ISSUE CODE AND ENERGY CODE. O C U1P COY C ► USS IS U',1°_[ VJ TUI_ �� T I 'UUT GE T I�ir or: O CU711L��11C,I v�PLY C"H ALL COD'S OF <<I '�1r Y 'R'< STATE & TOWN CODES 1/2 PLYWOOD SHEATHING AS HLOUIRCM AND CONDITIONS OF HOUSE WRAP OR BUILDING PAPER 7 SOUTHOLD TOWN ZBA 2 SOUTHOLD TOWN PLANNING BOARD A-5 A-5 FLASHING MEMBRANE— SOUTHOLD TOWN TRUSTEES ALUMINUM FLASHING �J.`I'.S.DEC r___________________------- ------------------ ------- - 1/2 DECK DRAINAGE GAP RETAIN STORM WATER RUNOFF n r I ---- -— -_-__--------------_----_ ---_-_-_--_-----_ I 1/2 X 4 LAG SCREWS PURSUANT TO CHAPTER 236— I (GALVANIZED) @ 15" O.C. EXISTING HOUSE OF THE TOWN CODE. MAX SPACING CONSTRUCTION I I I I I I I I I I I I DECK JOIST ATTACHED TO I I I LEDGER WITH TECO X I I EXISTING T � EXISTING LLY 3 �" LALLY I L- � CONNECTORS EVERY JOIST X EXISTING EXISTING —————— I NOTE: THE LAG SCREWS SHALL BE I 24"X24"X12" 24"X24"X12" I I PLACED 2 IN FROM THE BOTTOM OR " PC FOOTING PC FOOTING I I TOP OF THE LEDGER, AND BETWEEN 2 XISTING AND 5" IN FROM THE ENDS. THE LAG N E _ I I SCREWS SHALL BE STAGGERED FROM 1.-----------}-�-}--------=-I-� -1 -- --f�-{-----------{-�--t-- ------ I I I NO T—�———i EXISTING EXI TING TOP TO BOTTJM ALONG THE HORIZONTAL — — NO CHANGE k—NNO C ANGE i i RUN OF THE LEDGER. NO WORK I I ' RATED GYP. BD Oq CEILING EXIST'G �- I UNFINSIHED DETAIL: DECK LEDGER CONNECTION I I 2 CELLAR I I NO WORK EXISTING i I 8" PC FOUNDATION EXISTING EXISTING 8" PC 8001 NGPC FOUNDATION TYPICAL LVL - FLITCH BEAM i WITH STEEL PLATE(S). SEE PLANS 8"X1 6" PC 9 I I EXISTING f --_—_ --_-----_—_ _ ----_ ------ I I FOR SPECIFIC BEAM SIZE. I I FOOTING _ _ _ ------------ ---- F ZED�EIT z r) - i L_ _. ---- N ------J I � col I I I ( ( 1/2" DIA THRU BOLTS WITH L----_--- - ' - ----- �-Tgru NEW cd x' ADD 16" DIA I L-----_-- � WASHERS. STAGGER BOLT T WOOD .-A I PC SONOTUBE J - roiI PORTICO 0 I FOOTING L_ _ --_---_- PATTERN. (n I 000 Of ------ LLJ — o I �' ------------- ---- Q =i ADD 6"X6" TREATED I i I WOOD POST. N Q o 'LO � _Q'"�r------------- ----- COLUMN ABOVE _ _ _ _ \ _ f (3)2X8 I— — — — — WOOD STEPS N ABOVE L/ A-5 ADD 6" DIA PC SONOTUBE N FOOTING AT _8�8STAIR STRINGER g3/8 INSPECT ALL EXISTING BUILT-UP HEADERS AND WELD AS PROPOSED. FOLLOW THIS BOLTING PATTERN. ,. D ECHWE OCT 0 5 2021 O &. DETAIL: BEAM BOLTING PATTERN BUILDINDEPT UTH FOUNDATION PLAN TOWN OF SOOUTHOLD SCALE: 1/4" = 1'-0" ALE: 3/8" = 1'-0" Project Number Sheet Status Seal Date 09.29.21 Sheet Title Sheet Number No: Date: Issue: No: Date: sue: Andreas Letkovsky Architecture, P.C. FOUNDATION PLAN 1 09.16.20 PRELIMINARY DESIGN 6 u, Scale AS NOTED 2 10.29.20 PRELIMINARY DESIGN REV 7 * I 1 i' 91-101 Broadway, Sutie l 1,Greenlawn, New York 11740 Al 3 11.13.20 PRELIMINARY DESIGN REV 8 . ' _ Draw Project Title 4 01.13.21 BID & PERMIT 9 `TAT OF y` Tele: 631-757-6204 Fax: 631-757-0628 E-mail: infoO'ALArchitecture.com 5 09.20.21 AMEND ROOF 10 � OF1�C�a RUDER ADDITION & RENOVATION Al of Check AL 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 111 12 CODE COMPLIANCE UNIFORM CODE: 1. 2020 Residential Code or New York State (Pub. date: Nov 2019). 2. 2020 Building Code or New York State (Pub date: Nov. 2019). 3. 2020 Plumbing Code of New York State (Pub date: Nov. 2019). 4. 2020 Mechanical Code or New York State (Pub date: Nov 2019). 5. 2020 Fuel Gas Code of New York State (Pub date: Nov 2019). 6. 2020 Fire Code of New York State (Pub date: Nov. 2019). 7. 2020 Property Maintenance Code or New York State (Pub date: Nov. 2019). CONTRACTOR SHALL FIELD VERIFY ALL 8. 2020 Existing Building Code or New York State (Pub date: Nov 2019). CONDITIONS, DIMENSIONS INCLUDING EXISTING FOOTINGS AND STRUCTURAL CODE COMPLIANCE ENERGY CODE MEMBER SIZES PRIOR TO CONSTRUCTION. 1. 2020 Energy Conservation Construction Code or New York State REPORT TO ARCHITECT. (Pub date: Nov 2019). 2. 2016 Edition of the Energy Standard for Buildings Except Low—Rise Residential Buildings ("ASHRAE 90.1-2016"). 3. Latest Edition Res—Check. WRITTEN ENERGY COMPLIANCE STATEMENT THE ENCLOSED ARCHITECTURAL PLANS AND SPECIFICATIONS HAVE BEEN PREPARED BY THE UNDERSIGNED NYS REGISTERED ARCHITECT AND IN THE BEST PROFESSIONAL OPINION, KNOWLEDGE, AND BELIEF SATISFY THE REQUIREMENTS OF THE LATEST ISSUE CODE AND ENERGY CODE. W SECTION R403 - FOOTINGS ❑GENERAL — WALL SHALL BE SUPPORTED ON CONTINUOUS MASONRY OR CONCRETE FOOTINGS OR OTHER APPROVED STRUCTURAL SYSTEMS OF SUFFICIENT DESIGN TO ACCOMMODATE ALL LOADS ACCORDING TO SECTION 8301..... [R403.1] SECTION R406 - WATERPROOFING & DAMPROOFING 40'-6)/8" 0. ❑DAMPROOFING — FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACE BELOW GRADE SHALL BE DAMPPROOFED..... [R406.1] , I 2 1 SECTION R407 - COLUMNS q_5 A-5 ❑WOOD COLUMNS - WOOD COLUMNS SHALLBE PROTECTED AGAINST DECAY..... [R407.1] ❑STEEL COLUMNS - STEEL COLUMNS SHALL BE GIVEN RUST INHIBITIVE PAINT ..... [R407.2] , I I SECTION R408 - UNDER FLOOR SPACE ' ❑VENTILATION — UNDER FLOOR SPACE SHALL BE VENTILATED EXCEPT BASEMENTS [R408.1] Q I ❑OPENINGS - ONE VENT OPENING PERT EACH 150 SQ.FT. ..... [R408.2] o TO ET I SECTION R317 PROTECTION OF WOOD EXISTING ❑GROUND - APPROVED PRESSURE PRESERVATIVE TREATED ..... [R317.1.2] SILL MATERIAL TREATED OR NATURALLY DECAY - RESISTANT .... [323.1] 2X4@16 I STUD WALL EXIST'G I EXIST'G GENERAL FOUNDATION NOTES I EXIST'G KITCHEN DINING Iii ❑ DOWELING BETWEEN NEW AND EXISTING FOUNDATIONS: ® ,n PROVIDE J" EPDXY COATED DOWELS, 14" LONG, WITH I BEDRM NO WORK I NO WORK 00 I 7" MINEMBEDMENT, SPACED 16" VERTICALLY, FILL GAPS NO WORK p N x S S iv WITH HIGH STRENGTH EPDXY MORTAR, TYPICAL THREE I M I l (3) PLACES. "❑ PROVIDE 4MIN THICK BASE COURSE IN ACCORDANCE WITH CODE: CONSISTING OF CLEAN GRADED SAND, I Q M I GRAVEL, CRUSHED STONE OR CRUSHED BLAST FURNACE U I SLAG PASSING A 2" SIEVE. EXIST WALL ❑ PROVIDE VAPOR RETARDER IN ACCORDANCE WITH NCODE: A 6 MIL POLYETHYLENE OR APPROVED VAPOR EXIST_HDR _EXIST HDR _ —_—_ RETARDER WITH JOINTS LAPPED NOT LESS THAN 6" SHALL U - ------ -- (2)2x10 (2)2X0� I BE PLACED BETWEEN THE CONCRETE FLOOR SLAB AND THE BASE COURSE OR THE PREPARED SUBGRADE WHERE NO BASE COURSE EXISTS. M EXISTING 100 I 00�? ❑ PROVIDE J" DIA ANCHOR BOLTS AT 39" O.C. / 1' FROM EACH CORNER. / WOOD & co •N¢ I ® �` ,c i o -i EXIST'G ❑ PROVIDE A CLASS A VAPOR RETARDER UNDER ALL FLOOR CAVITES. SO NDRAIL ®I I I o I"Q ®t=_ _ _t1 GARAGE ❑ PROVIDE CRAWLSPACE VENTS AS/IF REQUIRED. (n I x CY —�< _ �J NO WORK F 00(n I / of CRIC\T ----C4 Ed I N o ABOVE I / ■I , I■ KNEW WALLS EXISTING EX19T'G I I I CHIMNEY I / BED EXTEND TO \ pG L _,_ I WALL NO (WORK RR �� \F —(—I— ABOVE o Imo\ 36 LILL N (2)2 10 WALL .J 'A' OYF— WOOD— — — --EXISTIN — ' X p_ PORTICO o) ' ' ' g" N(If gg SQ.FTX EXISTI G WINDOW 01 I I 2X4 `16 VIF HD ' 2x6 QJ6 STUD(WALL C14ADD CJ Of RAI E �' I ADD WD 2x6 ®16 2x6 ®16 POST DOUG FIR #2 MIN .n I I = ADD RR I ADD RR 6'X6" W/ I EXISTING ADD HDR WOOD (2)2X 0 COVER 1 2X4@16 STUD WALL 01 1'-9y4" 4'-10y2" I 2 EXISTING CHIMNEY A-5 10'-3» 93/8„ SCDFI RSI- FLOOR PLAN ALE: 1/4" = 1'-0" Project Number Sheet Status Seal No: Date: Issue: No: Date: Issue: Date 09.29.21 Sheet Title Sheet Number 1 09.16.20 PRELIMINARY DESIGN 6 Andreas Letkovsky Architecture, P.C. FIRST FLOOR PLAN 2 10.29.20 PRELIMINARY DESIGN REV 7 Scale AS NOTED 3 11.13.20 PRELIMINARY DESIGN REV 8 91-101 Broadway, Sutie 11, Greenlawn, New York 11740 Project Title A2 4 01.13.21 BID & PERMIT 9 Tele: 631-757-6204 Fax: 631-757-0628 E-mail: info@ALArchitecture.com Draw RUDER ROOF RENOVATION Al of 5 09.29.21 AMEND ROOF 10 Check AL 1 2 1 3 1 4 1 5 1 6 1 7 8 1 9 1 10 111 12 1/3 OF SPAN 1/3 OF SPAN 1/3 OF SPAN CONTRACTOR SHALL FIELD VERIFY ALL „4 DEPTH I NOTCHES TR H I,aDEPTH CONDITIONS, DIMENSIONS INCLUDING OF JOIST I .-,JOIST rs, EXISTING FOOTINGS AND STRUCTURAL O MEMBER SIZES PRIOR TO CONSTRUCTION. 0 OI i 1/4�„ REPORT TO ARCHITECT. �F 110 DEPTH OF JO ST PROVIDEAMINIMUMOF2' ' SEPERATION BETWEEN ——————— — -------- HOLES AND NOTCHES NOTCHED ARE NOT PERMITTED FROM EACH OTHER AND IN THE SAME LOCATION AS HOLES O FROM THE ENDS OF Z = MEMBERS 0 RAFTER/CEILING JOIST w� n W STUD oa Z 1/3 OF SPAN PC 1/3 OF SPAN 1/3 OF SPAN -------------------- //-NOTCHESARENOTTOBEGREATER N NOTCHES OR HOLOS THAN 25%OF THE DEPTH OF STUD Z PROW ADEP H I PERMIT 1113 DPT Q MINIMUM OF 2' NOTCHED ARE NOT PERM"TEO OF JOIST a SEPERATION IN THE SAME LOCATION AS HOLES (/1 BETWEEN HOLES ,L AND NOTCHES IF BORED HOLE IS BETWEEN O FROM EACH OTHET} 4D%AND BO%OF THE STUD DEPTH, O I 114 DEPTH ANO FROM THE THEN THE STUD MUST BE DOUBLED 27 ENDS OF MEMBERS �'p� e BORED HOLE NOT TO BE GREATER THAN 4096 OF STUD DEPTH I IM DEPTH �,� I OF JOIST PROVIDE AMINIMUMOF2' I I 3/4" MI SEPERATIONBETWEEN HOLES AND NOTCHES NOTCHED ARE NOT PERMITTED FROM EACH OTHER AND IN THE SAME LOCATION AS HOLES FROM THE FIDS OF Cz] EXTERIOR AND BEARING WALL MEMBERS FLOOR JOIST 2 ALLOWABLE NOTCHING SCALE: 1/2" V-0" 40'-6)/g" TYPICAL LVL — FLITCH BEAM 2 1 WITH STEEL PLATE(S). SEE PLANS A-5 A-5 FOR SPECIFIC BEAM SIZE. Ll VERIFY REQUIRED 1 /2" DIA THRU BOLTS WITH IT N WASHERS. STAGGER BOLT EGRESS A PATTERN. w o � N II II TI T EXIST'G EXIST'G -- ATH R LC OSET NO WOR ( ( 0 EXIST'G co I I N —O BEDRM O to� \ BEDRM 00Cn 8% SQ.FT. 00N CO� —O» XX x 8� 32 SQ.FT XX x X N I NO WORK c11w 8M S NW cvw J18M to U I S E IST'G 8 M p [WALL EXIST N WORK L CD 000 Q I I BELOW STAIR I N INSPECT ALL EXISTING BUILT—UP HEADERS AND WELD N I EXISTING EXISTING I LZ EXIST'G I AS PROPOSED. FOLLOW THIS BOLTING PATTERN.� RIDGE RIDGE ROOF X W I II �� I 100/I\ x REMOVE o- I BUILT UP BEAM BOLTING PATTERN ■ EXISTING , coo O ■ I N KNEE WALLI ® Of p I 3 SCALE: 3/8" V-0" OfCO 0 of O ----- -- ----- --DORMER—T--- ----- ----- 00— 00(n ROOF 43 SQ.FT. I N w EXISTING n1 CRICK � I CHIMNEY AX�'G �BOVE o SECTION R310 — EMERGENCY ESCAPE ❑ SLEEPING ROOMS - AN EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE PROVIDED / 2X6 ®16 2X6 l6 \ O ��' ` W14 CV�14 C 4 IN EACH NEW SLEEPING ROOM.....[310.1] I EXIST'G ❑EMERGENCY ESCAPE - BASEMENTS, HABITABLE ATTICS AND EVERY SLEEPING ROOM ..... [R310.1] EXIST RR I EXIST RR ROOF I ❑MIN. OPENING — 5.7 SQ.FT. MIN ..... [R310.2.1] J — ❑SILL HEIGHT — 44 INCHES MAX ..... [R310.2.2] ❑WINDOW WELLS — AREAS NOT LESS THAN 9 SQ.FT. WITH A HORIZONTAL PROJECTION _ F NOT LESS THAN 36 .....[310.2.3). ❑ WINDOW WELLS — DEPTH GREATER THAN 44" SHALL HAVE A PERMANENTLEY AFFIXED WALL I 12" ROOF I WALL I LADDER OR STEPS......(R310.2.3] BELOW SOFFIT BELOW ❑ WINDOW WELLS - SHALL HAVE PROPER DRAINAGE CONNECTED TO THE BUILDINGS FOUNDATION DRAINAGE SYSTEM.....[R310.2.3.2] NEW I C ROOF F DOUG FIR #2 MIN I WALL El BELOW SECTION R311 — MEANS OF EGRESS (STEPS) A-5 ❑STAIRS - RISERS NOT TO EXCEED MORE THAN 7 J' HIGH......[R311.7.3] ❑OPEN RISER: - DO NOT PERMIT PASSAGE OF 4" DIA SPHERE ..... [R311.5] NEW COLUMN ❑TREAT - TREADS NOT LESS THAN 9" WIDE ..... [R311.7.5.2] BELOW ❑HEADROOM - NOT LESS THAN 6'-8" HIGH FROM STAIR NOSING ..... [R311.7.2] 11'-9y4" 4'-10Y2" ❑WIDTH - 36" MINIMUM WIDTH ..... [R311.7.1] ❑ILLUMINATION - IS REQUIRED AT ALL STAIR AREA ..... [R311.7.9] 2 SHED ❑HANDRAILS - REQUIRED ONE SIDE MINIMUM ..... [R311.7.8] DORMER ❑HEIGHT - NOT LESS THAN 34" HIGH ..... [R311.7.8.1] <A-5)( ,-3,> ADDITION 11 111114� .0 1 SECOND FLOOR PLAN SCALE: 1/4" V-0" Project Number Sheet Status Seal Sheet Title No: Date: Issue: No: Date: Issue: Date 09.29.21 Sheet Number 1 09.16.20 PRELIMINARY DESIGN 6 J/c'.` I Andreas Letkovsky Architecture, P.C. 2 10.29.20 PRELIMINARY DESIGN REV 7 I I, '1f 4 �' ` Scale AS NOTED SECOND FLOOR PLAN r 3 11.13.20 PRELIMINARY DESIGN REV 8 * al - 91-101 Broadway, Sutie 11, Greenlawn, New York 11740 1 .21 BID & PERMIT 9 ����r2s�a, Project Title A 3 Draw 5 09.29.21 AMEND ROOF 10 9T�OF�Lj/ Tele: 631-757-6204 Fax: 631-757-0628 E-mail: info@ALArchitecture.com Check AL RUDER ROOF RENOVATION Al Of 1 2 3 4 5 1 6 7 1 8 1 9 1 10 11 12 I 11'19)/4" SH D DO MER EXISTING ADDITION BRICK ROOF ASSEMBLY ROOF A13SEMBLY CHIMNEY (SEE TYP NOTE) (SEE T P NOTE) SHED I IDGE EXISTING R ROOF I RIDGE PORTICO VENT LINE OF UNE OF PROPOSED PROPOSED SHED DORMERlilt III I SHED DORMER BEHIND HII it HIT 11 11111 111 milli IIIIIIIIIIIIIIIIII PROPOSED 11 IT If EXISTING ROOF11 it HII 11 lilt If 11 111111 PORTICO 2.6 RIDGE d3 \ lilt 11 lilt 11 lilt It lilt 11 111111 illill I CJ 12 IIHLII Hull 111111 UILI EXISTING \``\�� 111]11111 it 1111 1111 11 111 4 , 4 C EGRESS rIULLLI.d1LILLU_1 IIIIIIIIIIIIIIIIIIIII If I 11111111 .1 —�-- — — NEW 6"AZEKI ......... iF 11 1 -MI]IIIIIIIIII VERIFY 1ICE ESS SS EGR RAKE SHIELDi LLt-A 111111 111111 fill 11 111111 111111 IIITII IIITII11 11 if 11 H ' 5 \ 9\ P/ I liiiiiiiiiiiiiiiiiiiill]IILIHiiHHIIUHI 912_ 1111911111V fill 12 I NEW 12" 1 1 __ -- HEADER U) SOFFIT in N liltHITi BEHIND �11111Jill 11 Jill 11 to 11111111111111�i 1111 1111 11 it I I 11M HE AZEK SIDE 11 H PANEL 111111 11 111111 11111 Jill 11 ly 11�l 11�1 Jill 11 Jill 11]11111�U�I 1/ WRAP HEADER EXISTING I AZEK 2'-8J " I –10 i / I EXISTING I IN AZEK BSTUD EHIND RN WALL S (FASCIA = li 1 cc Lof EXISTING I EXISTING li I ! XISTI EXI TING ISTIN 9' WIDE CARRIAGE TREX DI II I ' I HOUSE STYLE CI DECKING i� I GARAGE DOOR i� I i I TREX I \ EX S NSGMODULA / COLLO NR DECKINGMODULA 10"X10" I -I ---- -- COLO NR I ----------1 \ / 0 I I I I I I o I o I II I I I I = I I I I I I I I I II I I ® I 9-°" WOOD STEPS I ( I I WOOD N, i TREATED 4X4 I I I I L—J I L—JI L—J STEPS I I I L_J POST W/ BASd I I I I I (_---------------- CONNECTOR I I SONOTUBE SEE DETAIL I I I I I FOOTING I------------------ I I I Q II I I I I I II ( ( \_SONOTUBE —1 — L1 FOOTING ------------------ --C-------_— —_____---------__—_ FOOTING 5'-10 FRON DOOR 10'-4/2" W/ IDEUTES FRONT ENTRY PORTICO ELEVATIONS SCALE: 3/16" = 1'-0" U EXTERIOR SPECIFICATION ROOF MATERIAL SPECIFICATION: EXTERIOR SIDING MATERIAL SPECIFICATION: EXTERIOR HANDRAIL METAL ROOF GAF TIMBERLINE 30 YEAR—WEATHERED WOOD DARK(OR EQUAL) FIBRE CEMENT(INSTALL AS PER MANUFACTURER)OR EQUAL METAL TO BE PAINTED BLACK NONE HARDIE PUNK(SEE ELEVATIONS)—TO BE PAINTED WARM WHITE .t WINDOW MATERIAL SPECIFICATION: EXTERIOR FLASHING (IF VISIBLE): FRONT DOOR EXTERIOR TRIM MATERIAL SPECIFICATION: � 1 ANDERSEN'400'SERIES FACTORY PRIME COPPER 38"NIDE HATH SIDE L1TES.OWNER TO SELECT EXTERIOR: WHITE FRAME AND SASH 4/4-AZEK FACIA OR APPROVED EQUAL(TO BE PAINTED) INTERIOR: FACTORY PRIME WHITE 2"WADE AZEK BEAD BOARD SOFFIT(OR EQUAL) GRILLES: 7/8"SIMULATED DIVIDED LITE GRILLE LEADERS & GUTTERS: EXTERIOR COLUMNS: ESI SPECIFIED EQUAL LICHT COPPER OR GALV.METAL—HALF ROUND CUSTOM AZEK—SEE DETAIL INSECT SCREEN: TRUE SCENE(FRONT FACADE ONLY) EXTERIOR STOOPS do LANDINGS: DESIGN i 2002 TUSCAN—10-X 110" GLASS: LOW E 4 SUN(U-.25) WOOD/TREXNON TAPERED SMOOTH SHAFT , HARDWARE: TO BE SELECTED EXTERIOR LANTERNS: TO BE PAINTED fib„ T.B.S.(EXTERIOR LIGHTING BY OWNER _ EXTERIOR CORBELS (DECORATIVE): PAINT: EXTERIOR TIMBER:PVC OR AS REQUIRED(OVER FRONT WINDOWS) ^ 77 T.B.S. —EXTERIOR TRIM(WHITEDOUG FIR(OR EQUAL): TO BE STAINED(WHITE) DOUG WINDOW SPECIFICATION: REFLECTIVE REFLECTIVE RED pA,r,p,.1WHIT E WHITE BACKGROUND 1. ANDERSEN 400 SERIES OR EQUAL (PMS#107) ROMAN HONALPHANUMERICOF CONS DESIGNA7X D OF SECTIO 602 2. LOW E GLASS = .28 U FACTOR „ TION TYPE BASED°"SECTION OF THE BUILDING CODE OFF 3. MAXIMUM SHGC = .40 STROKES NEW YORK STATE 4. SIMULATED DIVIDED LITE WINDOW GRILLS. NUMERALS 2- 5. FACTORY SPRAYED INTERIOR FINISH " "'"` CODEMPPOONEN�TS THAT AFOR R ORA` 6. HARDWARE TO BE SELECTED TI'I'I CO"ST1101ION FsK2,ON PREMISES SIZE B I X 11- TRUSS IDENTIFICATION SIGN COMPLIANCE WTM 19 WCRR PMT 12" WINDOW NOTE: If house is In a wind—borne debris region, all new windows and glass doors shall meet the requirements of the large missile test of ASTM 1996 and or ASTM E 1886. The Contractor shall provide pre—cut 1/2" plywood panels to cover the glazed openings & shall pre drill edges to accept 2—V #8 wood screws ® 16" for panel span less than or equal to 6'; ® 12"o.c. for panel span 6'—• to. TOWN TO CONFIRM IMPACT GLASS REQUIREMENTS Q Project Number Sheet Status Seal Sheet Title aE Sheet Number No: Date: Issue: No: Date: Issue: ��� ;cf{T , Date 09.29.21 1 09.16.20 PRELIMINARY DESIGN 6 /4. `;`" ;c, Andreas Letkovsky Architecture, P.C. ELEVATIONS 2 10.29.20 PRELIMINARY DESIGN REV 7 * `1 �'. 1 . Scale AS NOTED 3 11.13.20 PRELIMINARY DESIGN REV 8 91-101 Broadway, Sutie 11, Greenlawn, New York 11740 A4 . 0 �TiT C22 -_'" ` � Draw Project Title 4 01.13.21 BUD & PERMIT 9 OF FOF Nf�' Tele: 631-757-6204 Fax: 631-757-0628 E-mail: info@ALArchitecture.com 5 09.29.21 AMEND ROOF 10 Check AL RUDER ROOF RENOVATION Al of 1 2 3 4 5 6 1 7 8 9 1 10 11 12 STAIR GUARDRAILS ARE REQUIRED FOR STAIRS EXIST RR WITH TOTAL RISE OF 30" INSULATION : NO CHANGE OR MORE -0* MAX' OPENINGS FOR EXIST CJ BETWEEN ❑ R-15 © EXT. WALLS HIGH DENSITY (2X4 STUDS) W/ R5 CONT. LT- NO CHANGE POSTS REQUIRED GUARDS ❑ R-21 @ EXT. WALLS HIGH DENSITY (2X6 STUDS) W/ R5 CONT. ROOF ASSEMBLY ON SIDES OF ❑ R-25 @ CEILING THAT ARE ANGLED (2X10 RR) 1" AIRSPACE REQUIRED. (SEE TYP NOTE) \ 00 STAIR TREADS ❑ R-30 @ CEILING AND FLAT ATTICS STAIR GUARDRAILSSHALL NOT ALLOW ❑ R-25 @ FLOORS OVER UN—HEATED CELLAR & CRAWLS. 14,00 ADD CJ ` HEIGHT 34" MIN A SPHERE 4 3 TO ❑ R-8 @ SLAB PERIMETERS TO 24" BELOW GRADE. 2x6 MEASURED FROM PASS THROUGH ADD RR Q10 N, NOSING OF STEP 2X6 12 ROOF CONSTRUCTION : EXIST'G EXIST RR BEDRM n NO CHANGE ❑ ALUMINUM LEADERS AND GUTTERS �` TRIANGULAR ❑ 1" X 6" SOFFITS OR EQUAL ` N, STAIR RISERS GRADE OPENING SHALL ❑ VENTED CONTINUOUS SOFFIT 7 3" HEIGHT NOT PERMIT ❑ ROOF OVERHANG (SEE PLANS) MAX �• . OF A 6 DIA ❑ 5# BUILDING PAPER THE PASSAGE SHINGLES 0 ASPHALT 0 YEAR (SEE FINISH SCHEDULE) EXISTING r.>a 2X8@16 STAIR TREADS SPHERE ❑ 1/2" EXT. PLYWOOD SHEATHING BEAD BD ' 1 O" WI DTH MIN ❑ 2"X8" ROOF RAFTERS © 16" O.C. (PROPOSED) CEILING EXISTING ❑ 2"X8" CEILING JOISTS @ 16" O.C. (PROPOSED) LIVING RM FIBERGLASS INSULATION BATTS AZEK HDR REFER TO: IRC 2015, R311 .7 (STAIRWAYS)BEYO ❑ /2"SGYPSUM BOARD ALL WALLS & CLG 00 I EXIST STUD WALL DETAIL: HANDRAIL SPACING WALL CONSTRUCTION : 3 SCALE: 3/8" = 1'-0" ❑ ALUMINUM LEADERS AND GUTTERS EXISTING FJ ❑ 1" X 6" SOFFITS OR EQUAL 2X8@16 ADD 6"X6" TREATED � ( EXISTING FJ LEDGER ❑ VENTED CONTINUOUS SOFFIT WOOD POST. 1 EXISTING Mrs15 COLUMN ABOVE ( IX$@16 EXISTING CELLAR LSTa�Pa ❑ SIDING (SEE FINISH SCHEDULE ❑ 15# BUILDING PAPER FOUNDATION ADD 16" DIA L._Jl� 1t� ❑ 1/2" EXT. PLYWOOD SHEATHING PC SONOTUBE O I I ❑ 2"X6" WALL STUDS @ 16" O.C. (PROPOSED) Q FOOTING p/ I ❑ R-21 FIBERGLASS INSULATION BATTS D = ❑ 1/2" GYPSUM BOARD ALL WALLS & CLG n ii ii FOUNDATION CONSTRUCTION : OSSSECTIONLV4 ]pE) CR COW==� ❑ 5/8" DIAM. ANCHOR BOLTS 12" LONG SCALE: 1/4" = 1'-0" @ 39" O.C. MAX 12" FROM CORNERS ❑ ANCHOR BOLTS ARE ALSO TO BE PLACED 6" TO 12" ROOF ASSEMBLY LSTA12 & LTP4 CONNECTOR HI CONNECTOR FROM THE END OF EACH PLATE (SECT. PER 3.2.1.7) (SEE TYP NOTE) KTS KIS ❑ STEEL PLATES 1/2" — 3"X3"x1/2" BEARING PLATES UNDER BOLTS ADD RR EXTEND EXISTING ❑ 8" THICK POURED CONCRETE FOUNDATION WALLS 2X8@16 RIDGE (2X10) ❑ 8X16 POURED CONCRETE FOOTING MINIMUM (3000 PSI MIN) EXIST CJ ❑ APPLY WATERPROOFING TO EXTERIOR OF FOUNDATION ADD CJ 2X8@16 2X8@16 1 ❑ BOTTOM OF FOOTING TO BEAR ON EXIST RR UNDISTURBED SOIL AT MIN 3' BELOW GRADE U d3 2X6016 LA NEW VENTED 12 .". d SOFFIT / NO STORAGE HD10 CONNECTOR CS18 CONNECTOR FRAMED FLOOR CONSTRUCTION : arwuuuinttJt, NEW RR30 ❑ 3/4" PLYWOOD SUB FLOOR STUD —\` // 1'-6" EXISTING VENTED WALL SOFFIT ❑ 2" x 8" FLOOR JOISTS @ 16" O.C. (MINIMUM) R2, // WINDOW �`E�XIST'G o z ❑ CROSS BRIDGING @ 1/3 SPAN _� / HEADER FORM R15 EXISTING STUD I ETAIL: HOLD DOWN CONNECTIONS ❑ CLASS 1 VAPOR BARRIER OVER ALL SLABS R5 CONT / Ln REMOVE WALL (2X4@16) i� w os7c' " " EXISTING oe EXIST RR LE: 3/8 = 1'-0" RR ADD EXTEND " LEDGER PLYWD SUBFLR -------------------- FIRE RATED ASSEMBLIES : R25 REQ'D J I EXIST FJ 'A1"°'""" ��� ❑ 5/8" 1 HOUR RATED GYPSUM BOARD OVER MECHANICAL EQUIPMENT.nm (2)2X8016 i i 21'-3" 2X8@16 EXISTING STUD ►w�re" El1 2" GYPSUM BOARD OVER CELLARS AND BASEMENTS. EXISTING VENTED SCFFIT i EXISTING WALL (2X4@16) aa.�« EXISTIN I I KITCHEN I I LIVING RM I I I I III roa m n a uvow PPM III for W came I I I I I fuMomw r ru nw II I I rort canes o,eEcco I I I I I I a•r mua aer.am ( I III _— --_--------------- II III ."M.-,aCMMr,n --- _--_-_- -- ■017a INOMN EXISTING CELLAR LEXISTING FJ 2X8@16romm aKneawNrran�, EXISTING [DOUG FIR #2 MIN GIRDER y 4 • • , .., '.� w•wa • EXISTING _ CELLAR SLAB .� EXISTING 8" t FOUNDATION %�_• � ' •: EXISTING PC FOOTING NEW FOOTING (8X16 MIN) UNDER COLUMNS OCROSS SECTION 5 DETAIL: COLUMN PIER CONNECTION SCALE: 1%4" = 1'-0" SCALE: N.T.S. Project Number Sheet Status Seal Sheet Title Sheet Number Issue: `°�'p� Date 09.29.21 No: Date: Issue: No: Date: 4 f- �,:r` rl Andreas Letkovsky Architecture, 1 09.16.20 Preliminary Design 6 ��•ti y*�/'j �,''j 1:��. � SECTION 2 10.29.20 PRELIMINARY DESIGN REV. 7 _ Scale AS NOTED 3 11.13.20 PRELIMINARY DESIGN REV 8 -=�'__` ' J� 91 101 Broadway, Sutie 11, Greenlawn, New York 11740 Project Title - A5 . 0- 4 �2...�1; Draw 01.31.21 BID & PERMIT 9 �;r£say Tele: 631-757-6204 Fax: 631-757-0628 E-mail: info@ALArchitecture.com 5 09.29.21 AMEND ROOF 10 or N- RUDER ROOF RENOVATION Al of Check AL 1 2 1 3 1 4 1 5 6 7 1 8 9 10 11 12 GENERAL. NOTES 1. Contractor shall visit site and verify all conditions and dimensions. Any discrepancies, omissions, 18. If, in the course of construction, a condition exists which differs from that as indicated on the 4.1 Concrete Unit Masonry 2.5 Waterproofing 8.9 Hardware or problems shall be reported to the Architect before submission of bids. A submission of bid plans, the Contractor shall stop all related work and notify the Architect. Should he fail to follow shall give written notice to the Architect, of any materials or apparatus that he believes inadequate these procedures and continue with the work, he shall assume all responsibility and liability arising 1. Do not place masonry units when air temperature is below 40 degrees F. 1. Where indicated on the drawings and where otherwise required for proper waterproofing of planters 1. See Owner or Architect for all door hardware sets to be selected. �., or unsuitable, in violation of laws or ordinances and rules or regulations of all Authorities having therefrom. and similar items, provide a complete "Bituthane" waterproofing system as manufactured by W.R. jurisdiction, and notice of any necessary items of work omitted. If the Contractor fails to give 2. Clean surface of mason as required for proper application of the specified finishes Provide Grace Co. or approved equal. 2. Hardware for exterior doors: such notice, it shall be assumed that he has included the cost of all items in his proposal, and 19. Contractor is to supply the Owner, in writing, a waiver of all liens for himself and all suppliers and normal weight (125 bis./cu. ft.) hollow load bearing block conforming to ASTM C90, Grade N-1. Contractor to install exterior lock sets provided by Owner. he will be held responsible for the satisfactory functioning and approval of all work under this Subcontractors before final payment is requested, as well as final inspection approval(s). 2. Provide and install 6 mil. thick polyethylene sheet with 12" min. lap, where drawings call for new Contract without extra compensation. 3. Installation shall follow National Concrete Masonry Institute's recommendations. concrete slabs or screed coats. 3. Closet Hardware 20. General Contractor to coordinate with Owners Lawn Sprinkler Contractor and landscape Contractor A. All new closet interiors to be by Others. 2. Owner shall procure and pay for all permits, fees, etc., necessary to perform all work and services for all necessary work. 4. Lay walls in running bond pattern, unless otherwise indicated, provide control joints 30 ft. o.c., 7.2 Insulation B. Closet door hardware to be selected by Architect or Owner. herein specified or indicated on the drawings unless otherwise noted. All work shall be done in locations to be verified by Architect unless indicated otherwise on drawings. (If applicable). compliance with local codes, ordinances, rules and regulations. Contractor shall be responsible for 2.1 Demolition 1. Provide the following building insulation where shown on the drawings or otherwise needed to 8.10 Tile obtaining Certificate of Occupancy and other municipal inspections. 5. Tie intersecting walls with truss type reinforcing 16" o.c. vertically and back min. achieve the degree of insulation required under pertinent regulations of governmental agencies hang 1. The work under this section shall include all labor materials, appliances, and services necessary to 2'-0* into each wall. jurisdiction. Insulation is to be installed with vapor barrier. 1. All joints and layouts of file/marble/granite shall be gone over with Architect before installation. 3. No work shall be! started until plans have been approved by the Building Department and all other complete all demolition and removal work and related work which required by drawings. The Joints shall be flush and narrow as possible. agencies having jurisdiction. Contractor is to remove indicated interior partitions, ceiling, cabinetwork, plumbing fixtures, heating 6. Wall reinforcement to be truss type, continuously welded wire as manufactured by duro-wall or 2. Contractor shall furnish and install all blanket type insulation batts in new walls, floors, and elements, air conditioning units and electrical fixtures. The Contractor is to report any equal, 9GA; follow manufacturers installation details. ceilings. All batt will be Owens Coring Fiberglass or equal with foil vapor barrier wrapping,; install 2. All the/marble/granite intersections and returns shall be as perfectly formed. All cutting and 4. Contractor shall file Certificate of Workmen's Compensation and Disability Certificates with Building discrepancies of encountered conditions with the drawings to the Architect. Demolition is to include " full thick in walls as required in ceiling stapled so that the vapor barrier side faces interior of drilling shall be neatly done without marring. All cut edges shall be carefully ground and jointed. Department before starting work. any work necessary to make existing premises conform to new plans. 7. Provide misc. anchors and ties as required. Min. 14GA. Galvanized steel or 3/8 diameter galvanized building. steel rod for thin stone veneer applications. 3. All the/marble/granite in toilet/bath areas to have wet ground mitered corners and edges. 5. Only written dimensions and never scaled dimensions from architectural drawings will be recognized 2. Where walls are shown removed patch floor and ceiling adjacent materials and finishes to match 3. All hot and cold water pipes to be wrapped with pipe insulation tubes. as valid. If there are any missing dimensions contact the Architect for dimensions prior to for homogenous finish, (typical of all walls removed). 4. New tile/marble/granite to be installed as per latest suggested method of the handbook for proceeding with work. 8. Use type "M" mortar conforming to ASTM C-270. Maintain a constant joint width throughout the 7.3 Roofing ceramic the installation. Mud for flooring mud base/thin set walls. 3. Remove existing base and door moldings and replace as required. work. Unless otherwise indicated or noted, joints shall be minimum 1/4" wide. 6. The AIA General Conditions or most current supplements whether attached hereto or not shall form 1. Contractor to provide positive slope down to roof drain by shimming roof sheathing. Review with 5. All walls, floors, and notches to be file/marble full height unless otherwise noted. See drawing w a part of this Contract. The Architect has not been retained for on site supervision or observation 4. The General Contractor is responsible for all demolition required to complete the job according to 4.2 Masonry Veneer Architect before construction. Method of shimming shall provide full bearing of roof sheathing details. of construction unless agreed to in writing. the construction drawings whether or not shown on the demolition plan. through to rafters or roof joists. 1. Connect new masonry veneer to sheathing with Heckman (or equal) 1187 Corrogatted Clips, 6. Prepare all floor and wall surfaces to receive new tile/marble/granite as shown on architectural 7. Insurance: 5. Care is to be taken in the demolition phase due to unknown conditions inside existing walls, floors 16GA galvanized steel (non-corrosive) at 16" O.0 H & V. 2. Asphalt shingles to match prop. metal roof color or as required. plans. A. Unless specifically stated otherwise in the Contract Agreement, each Subcontractor shall file and ceilings such as continuous exhaust or chimney flues, electrical wiring, HVAC ducts, structure, Certificates of Insurance, acceptable to the Owner, prior to starting work. The Contractor shall be etc. 5.1 Steel 3. Install Cant strips in angles of intersection between roof deck and vertical walls and curbs as 7. Contractor is to take all necessary precautions to protect new tile/marble/granite from areas still responsible for all work of every description and distinctly assume required by roof manufacturer's specifications. being worked on. and does so assume all risks for damage or injury from whatever 2.4 Site Grading and Drainage 1. Rolled steel plates and bars-comply with ASTM A572 grade 50. cause to property and persons used or employed on or in " " " 4. Installation of roofing to be by qualified roofers who understand how to achieve a watertight 8. All the/marble/granite to be supplied by Contractor. General Contractor is to prepare walls &/or connection with his work, and of all damages or injury to any 1. Work included: excavate, back fill, compact, and grade the site to the elevations shown on the 2. All steel columns bearing on foundation walls to bear on 8x8 x3/8 steel plate, unless otherwise roofing and flashing system with the conditions indicated on the architectural drawings as the floors to receive tile. persons or property wherever located, resulting from any action drawings and as needed to meet requirements of the construction shown on the contract noted. existing conditions pertaining to the project. Refer to manufacturers directions regarding or operation under the Contract or in connection with the work, documents. Grading to be executed in a manner to permit proper drainage of storm water installation. 9. Marble/granite slabs, flooring and veneer to be min. 1/4" thick. and undertakes and promises to defend the Owner against all without ponding and be town approved. 3. Comply with AWS code for procedures, appearance, quality of welds, and for method used in claims on the account of any such damage or injury. correcting welding. 5. All details of shingle roof application, including but not limited to shingles, flashings and shingle 10. Built in soap dish the/chrome/marble to be supplied by General Contractor in the shower and tub. The Contractor shall carry insurance as follows: 2. Fill to be compacted, free from clay, organic matter, loam, waste or other objectionable matter. underlayment shall be in keeping with the standards of the "Asphalt Roofing Manufacturers See plan for locations. 6.1 Rough Carpentry Association". 3. Grade area adjacent to building to achieve drainage away from the structures and to prevent 11. Wood stud partitions to receive marble/tile to be spaced 12" o.c. 1. Workmen's Compensation as required by labor Laws. ponding. 1. All framing shall be Doug Fir #1 (Fb=975psi) or better as per latest issue Building Code. 6. Roof shingles shall not be installed on a roof slop of less than 2 vertical to 12 horizontal. 2. General Liability with limits of $1,000,000 each person and 12. Marble that is installed on shower floors is to have either ribbed or honed finish. $3,000,000 each accident. 2• Interior partitions to be 2"x4" and exterior walls shall be 2"x4" nominal dimension 016" o.c. unless 7. Roof shingles installed on slopes between 2 on 12 and 4 on 12 shall be installed in accordance A. Bodily Injury Liability with limits of $1,000,000 each person, 2.5 Excavating otherwise noted on drawings. with the low slope roof installation standards of the "Asphalt Roofing Manufacturers Association" or 13. All the shall be laid out lengthwise on walls so that no tiles less than half full size shall occur. Ca $3,000,000 each accident. of the specific installation. Directions of the shingle manufacturer for low slope roof installation. Joints shall be the narrowest possible. Vertical units and joints shall be maintained plumb, level B. Property Damage Liability with limits of $3,000,000 each 1. Include excavation of any materials that are unsatisfactory for bearing of slabs, and footings and 3. All headers to be (2)2"x8" unless otherwise noted. and even, and centered on plumbing trim. accident:. replacement by satisfactory materials as part of the work of this section. 8. All roof sealants to be compatible with roof materials being used. C. Protective Bodily Injury Liability with limits of $1,000,000 each 4. Contractor to fir existing ceiling if required, to lower ceiling height as noted on floor plans and 14. Cut edges of tiles against any trims, finish, built-in fixtures, etc. shall be carefully ground and person, $3,000,000 each accident. 2. Excavate and back fill in a manner and sequence that will provide proper drainage at all times. elevations. 7.4 Flashing and Sheet Metal jointed. Around electrical outlets, plumbing pipes, fixtures and fittings, file shall fit closet, so that D. Protective Property Damage Lability with limits of $3,000,000 plates, collars or coverings will overlap the .tile. No split the will be permitted, except in those each accident. 3. In excavating for footings and foundations take care not to disturb bottom of excavation: 5. Exterior trim including facias, window trims, comer boards and other exterior trim to be prime- 1. Provide and install flashing around all windows and new openings. areas where pipes or trims make cutting necessary. 3. Owners Protective Liability, naming Owner as insured with Bodily A Excavate by hand tools to final grade just before concrete is placed. loc to be painted, or as shown on drawings. Injury Liability Limits and Property Damage Liability Limits as B. Trim bottom to required likes and grades to leave solid base to receive concrete. 2. All exterior door jambs, head and sill to be weather-stripped with exterior zinc system. 9.2 Gypsum Wall Boards stated in 2. C. Excavate to depth required for adequate soil bearing. 6. EXTERIOR PAINT, STAIN AND ROOF COLORS TO BE SELECTED BE ARCHITECT. D. Footing bottoms are to be inspected by building inspector prior to pouring of 3. Exterior door saddles to be solid hard wood with lip to engage weather strip. Set in waterproof 1. Interior walls and ceilings shall be 1/2" GWB, toped and given three coats of spackle, left in polished 8. Removal of debris, procurement of dumpster and related work shall be the responsibility of the footings. 7. All structural lumber shall comply with and be erected in accordance with National Forest Products compound. conditions to be inspected by Architect before and after first coat of paint. All exposed wall General Contractor. Location of dumpster shall be by mutual agreement between Owner and Association's National Design Specification for wood construction, latest edition. All Lumber shall be surfaces to have GWB unless otherwise noted. All existing plaster or GWB must be patched, flush General Contractor. Site shall be kept clean & orderly. 3.1 Concrete grade marked. 4. New gutter and leaders to be selected by Architect and tie into town approved dry wells as may with new GWB and free from defects and prepared for new paint. Otherwise, it must be replaced be required. with new GWB. All GWB joints to be staggered. All exposed joints to be taped and covered 9. Alternates: If the Contractor feels that an alternate material or method would result in a time or 1. Design the mix to obtain a compression strength of 3500 psi after 28 days for slabs and 3000 8. All plywood shall be grade marked and meet the standards of American Plywood Association (APA). smooth with joint compound. Provide Durabond 90 pre-fill for sealing wall board joints. Provide cost saving, he should submit specifications and catalogue cuts to the Architect for his approval psi for footings and foundations, unless otherwise specified. 5. Coat back-side of fabricated sheet metal with bituminous coating, where required to separate all necessary comer beads, stops, edge trim, casing beads and similar trim as all wall board before proceeding with any subsitution. Substitutions must be of like quality to item specified and " 9. All wall (exterior) shall be braced against lateral loads by structural sheathing, 18GA steel metals from corrosive substrates including cementiuous materials, wood, or other absorbent surfaces, new and existing shall have depressions, filled seams smooth openings and holes patched will be allowed only with the approval of Architect. 2. All footings to rest on undisturbed 1 ton soil and extend to minimum of 3'-0" below grade. strapping, or let in 1/4 corner bracing. materials; or provide other approved permanent separation. flush, spackled and sanded and otherwise left ready and acceptable for painting and finishing. 10. General Contractor is to include in bid any and all work necessary to raise existing floor areas to 3. All new concrete slabs to have 6x6 w1.4/0.4 min. welded wire fabric and steel trowel finish. 10. Double joists under all parallel partitions (verify). 6. All roof drains and leaders to have removable dome type strainer on top if required. 2. Provide cross bracing between studs in pipe chases. Bracing shall be cut from 5/8" wallboard into provide flush floor levels at transition of existing to new construction. (except where steps are C " pieces no smaller than 12" wide by chase width, and shall be screw attached at quarter points in 4. Concrete slabs of grade shall be poured over 4 crushed base and 6 mil polyethylene vapor 11. Joists shall be doubled around all o enin s, under all parallel walls and partitions, and at 7. Roof leaders to be sized for drainage area of roof being drained with a minimum leader size of 9 P U noted on architectural drawings.) " p g p p the studs height with screws 8" o.c., min., three screws per brace per stud web. barrier (1 -0 min. overlaps). cantilevers beyond the foundation wall or wall below. 3" diameter. 11. Discrepancies: 3• Apply wallboard with the long dimensions perpendicular to the framing member. A. Wherever there are discrepancies between the drawings or the 5. Patch existing concrete slab to maintain flush level floor throughout. 12. Provide joist hanger for all flush framed conditions, as manufactured by Simpson, or equal. Install 7.5 Sealant and Caulking drawings and specifications, the Contractor shall contract for, in accordance with manufacturers instructions. 4. Install 5/8" type "X" gypsum board (fire retardant) on all wall and ceilings in garage and mechanical provide and install the better quality or greater quantity of 6. Avoid freezing before initial set of the concrete. Do not place concrete at temperatures less 1. All roof areas to be adequately vented to guard against condensation built-up in roof plenums. spaces. material or work called for unless otherwise ordered in writing. than 40 degrees F, nor when freezing conditions are expected in less than 24 hours. 13. All floor joists shall be bridged at mid span or at intervals not the exceed 8 feet. Metal, solid B. Written dimensions shall govern over scaled dimensions. wood blocking, and (2) 5/47x3* bridging is acceptable. 2. Contractor to install 2" aluminum soffit vents with insect screens where indicated on the drawings. 9.3 Painting 7. Locate vertical construction joints when required. Submit cut or sample to Architect for approval prior to installation. 12. Omissions: 14. All items of rough hardware of every description including nails, spikes, screws, bolts, anchors, ties, Finish to be specified by Architect. Refer to drawings for additional information. 1. Contractor shall include in bid a prime coat and two finish coats of Benjanim Moore or approved A. The drawings and specifications are intended to coordinate. 8. Do not place one density range of concrete against other while both are still plastic. expansion shields and bolts, and other items which are required to assemble or secure the work equal. Upon completion of prime coat, Architect shall be notified for inspection of same before Anything found on the drawings and not mentioned in the Do not pour cold joints. shown or specified herein shall be fumished as needed. final coats area lied. COLOR AND LOCATIONS TO BE DETERMINED BY ARCHITECT. Allow u to 4 y{ g g 3. Provide one way type roof vents where required. Review with Architect all necessary locations prior PP p specifications, or vice versa, or anything not expressly set to installation. custom mix colors. forth in either, but which is reasonably implied, shall be 9. Finish the surface to relatively uniform plane. 15. Contractor to furnish to other trades all anchors, bolts, wall plates, corrugated wall plugs, nailing furnished as though specifically shown and mentioned in both, blocks ledgers, wood etc., which are required for the proper fastening and secure installation of g P y 10. New foundation walls adjacent to existing shall be connected with a min. of 3 5 rebars 18" other items. Detailed instructions with sketches, if necessary, shall be given to the other trades 8.1 Wood Doors 16.1 Electrical without extra charge. 1 9 ( ) f� ry� 9 long drilled into existing concrete. of this section showing the location and other details of such nailing devices. 1. All new doors to be stain grade solid core doors, pine face. See Drawing Specs. 1. Duplex outlets shall be by Leviton-decors line or Slater Decoraine or approved equal square face 13. Guarantee: " receptacles. Dimmer switches and regular switches to be thin Lutron Nova T switch, approved A. Except where longer guarantee periods are specifically required in 11. Provide 1/4 remolded filler where slabs butts into wall. 16. General Contractor to coordinate with Owners audiovisual & telephone contractors exact locations equal, or otherwise specified. Color to be white or as selected. the specifications, each Contractor shall guarantee all work of all equipment, speakers, wiring,ontenna wiring and and conduit that may be necessary for future 2. All exterior door jambs, head, and sill to be weather-stripped with exterior zinc system. performed and materials used by him under this Contract against 12. Provide 4"x24" rigid insulation horizontal or vertical at new slab perimeter and foundation wall installations. Walls and finished floors are not to be closed until audiovisual installations is (min.R-16). Rigid insulation to extend 24 minimum below grade or as called out on drawings, or complete. 2. All gang switches to receive a cover plate including the Lutron Nova T switch. All switch ganging defects for a period of one year from date of completion as 8.5 Custom Windows to be reviewed with Architect for quantity and exact locations. evidenced by -the date of the final certificate of payment. as required. B. Should an defects develop in aforesaid work within the guarantee 17. General Contractor is responsible for any and all coordination work, including coordination with ( j g ) 3. All electrical work to be per national electrical codes and local authorities having jurisdiction and o Y P 9 1. All windows head, jamb, sill to be flush and water tight),, as selected. p g � { eriod, due to faulty material or workmanship, the Contractor shall 13. All mud sills to be pressure treated lumber, wolmanized or equal. Treated wood sills shall be Owners subcontractors so as to assure the proper and timely performance of work within the P ty P anchored with 5 8" diameter steel bolts hooked a overall scheduling of the project. be Board of Fre Underwriters Approval. Contractor shall secure Board of Fire Underwriter do, or cause to be done, necessary repairs or corrective work / tyP • 9 P 1 8.6 Operable Windows Certificate at end of work. Without extra cost to the Owner. The entire cost to be borne by the Contractor. The required repairs and corrective work shall be 14• For forming of exposed concrete surfaces use 1/4" min.thickness Douglas fir plywood Grade B/B 6.2 Finish Carpentry p g g Verify 4. Existing lighting and electrical not included in scope of project to remain. q p 1. All new operable window to be insulated High Performance lass as selected. Vert for code commenced within (30) days after written notice to Contractor by Class I or II, exterior, sanded both sides complying with PS-1. Seal edges and coat both faces compliance, prior to installation. See Reflected Ceiling Plan the Owner. If this work has not been commenced within (30) days, with colorless coating which will not affect application of applied finishes. 1. All new floors to be as per drawings & specifications. the Owner shall have the right to employ his own corrective 8.7 Glass General measures and back charge the General Contractor. 15. Basement slabs where exposed are to have steel troweled monolithic finish to provide dense, hard 2. New floor molding specified by Architect on Elevations. 5. Contractor to supply all new light bulbs and fixtures, unless noted. Contractor shall install all polished surface and to be sealed with anti-dusting sealer or equal. fixtures supplied. All interior trims including window trims shall be clear me, kiln dried and free from defects to be �• For all glass, provide the type and thickness shown on the drawings or specified herein,or else 14. By entering into Contract on the construction project the Contractor (or Construction Manager) 3. 9 P required. 6. Electrical contractor is responsible for running empty conduits for phone, security, and audio/visual accepts the responsibility to be knowledgeable as to the requirements of the latest Issue 16. Crawl space to be moisture sealed with a 2 concrete slab over 6 mil. Polyethylene vapor barrier. painted and selected by Architect as per Elevations. systems. Construction Code and other federal, state, and local ordinances having jurisdiction. The 8.8 Tempered Glass requirements of the foregoing codes and ordinances shall supplement the requirements shown on 17. Where down spouts are show hidden within an exterior wall, the Contractor is to insure that an 6.3 Custom Cabinetry q 9 9 PP q " 7. Electrical Contractor is responsible for all required electrical wiring to H.V.A.C. system. the drawings and elsewhere in the specifications and in the event of conflict with the architectural adequately sized PVC chase is set within the foundation wall so that the down spout can exit the 1. Provide 3/8 thick tempered glass or glass where indicated on drawings and where required by s ecifications the! requirement of the code or ordinance shall prevail unless the architectural building below grade. This has to be set while the foundation wall is being poured. It will be 1. Contractor is responsible for field measurements and verification of all dimensions. Any governmental agencies havin urisdiction. P q P 9 9 9 1 8. Electrical Contractor is to contact and coordinate installation of cable T.V. wires to all locations s ecificabon is more stringent. unacceptable to patch the foundation walls after the concrete is set. Waterproofing in and around discrepancies or adjustments should be discussed with Architect before fabrication. Determine what P 9 indicated by the Contract Documents. Installation is to be performed in a timely manner with chase. field joints are required in shop assembled units due to access limitations of the built in location. 2. For plate glass or float glass use Type I, Class I, Quality 3. respect to the overall project scheduling. 15. Any and all workmen employed on the project are to be either skilled craftsmen in their respective trade or work under the continuous direct supervision of such skilled craftsmen so that all work 18. All concrete reinforcing bars to be ASTM grade 60, unless otherwise specified. 2. Cabinetry Contractor to verify with Owner the size and type of all equipment being built into 9. Install smoke and carbon monoxide detectors so as to comply with Building Codes. installed shall be to a high professional quality standard of workmanship. cabinetry. Contractor to provide access to all equipment. Contractor to coordinate with Electrical 19. Water shall not be allowed to stand in excavations until after concrete work has set. Contractor Contractor when necessary for running of all wire through cabinets before completion. 16. If there are any materials called for on the drawings and specifications that in the judgement of shall remove such water at his expense. 7,1 Energy Notes the Contractor will not yield satisfactory results in the intended application, the Contractor shall 3. Cabinet Contractor is responsible to coordinate all trade, electrical, granite, etc. and obtain 1. The enclosed architectural drawings, plans and specifications has been prepared by the notifythe Architect of same prior to award of the construction contract, for Architects decision. 20. All basement walls below grade shall be damp proofed with two coats of asphaltic, k self-primingnecessary information, in writing from trades. P plastic cement, trowel or spray applied to walls if water table is determined to be minimum 2'-6" undersigned Registered Architect and in his best professional knowledge and belief satisfy the 17. Any Contractor installing any work shall examine the existing conditions including any new work below basement slab elevation. Bentonite or 60ml liquid waterproof membrane as mfr. by requirements of the Latest Issue Energy Code. already installed in place, prior to commencing his installation. commencement of his installation Anti-Hydro or equal shall be used if water table is higher. Contractor shall verify water table 2. Masonry and factory-built chimney, gas vents, and their supports shall be designed and constructed shall be construed to mean acceptance by such Contractor of the condition of the substrate as location in the field. so as to be structurally safe, durable, smoke-tight, non-combustible and capable of withstanding proper and adequate for the installation of his work. the action of flue gases as per all applicable codes. 21. All stepped footing, if required shall not exceed 30 degrees. Project Number Sheet Status Seal Sheet Title Sheet Number No: Date: Issue: No: Date: Issue: 1 6 �o�,Gc� Andreas LetkovskyArchitecture P.C. ate 09.29.2, 2 GENERAL NOTES 7 c`'-4 • Scale AS NOTED 3. $ '_ ,4..�� : r 91-101 Broadway, Sutie 11, Greenlawn, New York 11740GN 4. 01.13.21 BID & PERMIT 9 * Draw Project Title ` 5 09.20.21 AMEND ROOF 10 Tele: 631-757-6204 Fax: 631-757-0628 E-mail: info@ALArchitecture.com �'�`� ;�,��'� ^e-� ��� "'�,`�' Check AL RUDER ROOF RENOVATION Al of 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 111 12 TABLE A-3.6 WFCM 2015 TABLE 3.1 IRC 2015 TABLE R301.2 (1) RIDGE TENSION STRAP CONNECTION REQUIREMENTS FOR WIND (Prescriptive Alternative to Table 3.6) TABLE 3AA Dead Load Assumptions:Roof/Ceiling Assembly dI= 15 psf RAFTER/CEILING JOIST TO TOP PLATE LATERAL AND SHEAR CONNECTION REQUIREMENTS NAILING SCHEDULE(WFCM-TABLE 3.1) CLIMATIC&GEOGRAPHIC DESIGN CRITERIA (130mph) EXPOSURE C (Prescriptive Alternative to Table 3.4) GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE BY WINTER ICE FLOOD AIR MEAN 130 MPH EXPOSURE B JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING SNOW DESIGN DESIGN BARRIER HAZARDS FREEZING ANNUAL (y COMMON NAILS BOX NAILS LOAD SPEED(mph) Topographic Special Wind-Born CATAGORY Weathering Frost Line TERMITE TEMP REQUIRED INDEX TEMP ROOF PITCH ROOF SPAN(FT) NUMBER OF 8d COMMON NAILS 130 MPH Effects Wind Debris Depth OR 10d BOX NAILS IN EACH ENDRegion OF 1 1/4"STRAP RAFTER/CEILING JOIST SPACING WALL HEIGHT(FT) NUMBER OF 8d COMMON NAILS K 1 Zone M F A B C C H G I J OR 10d BOX NAILS(TOE-NAILED) One mile from CALL PLANS REQUIRED FOR EACH RAFTER ROOF FRAMING BOF 3 FT MOD TO AND/OR CEILING JOIST TO TOP 20 PSF 130 NO NO coast and SEE EOFFICE S fire island B SEVERE BFG HEAVY BELOW YES OFFICE 599 51 3:12 12' 2 PLATE CONNECTION RAFTER TO TOP PLATE(TOE-NAILED) SEE TABLE SAA SEE TABLE SAA PER RAFTER ISLIP SEISMIC-"B" 16' 3 12" 8' 2 SMITHTOWN SEISMIC-"B" 20' 3 10' 2 CEILING JOIST TO TOP PLATE(TOE-NAILED) SEE TABLE 3AA SEE TABLE 3AA PER JOIST 24' 4 16" 8' 3 CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) SEE TABLE 3.9A SEE TABLE 3.9A EACH LAP 1. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF INCLUDING 4 FEET ON EACH SIDE OF 28' 5 10' 3 CEILING JOIST LAPS OVER PARTITION(FACE-NAILED) SEE TABLE 3.9A SEE TABLE 3.9A EACH LAP THE ROOF PEAK THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. 32' 5 24" 8' a COLLAR TIE TO RAFTER(FACE-NAILED) SEE TABLE 3.6 SEE TABLE 3.6 PER TIE 2. FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS THE 4 FOOT EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. 36 6 10' 4 4:12 12' 2 BLOCKING TO RAFTER(TOE-NAILED) 2-8d 2-10d EACH END INTERIOR SPACES INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH INDOOR TEMPERATURE OF NOT LESS THAN 16, 2 RIM BOARD TO RAFTER(END-NAILED) 2-16d 3-16d EACH END 68 DEGREES FARENHEIT AT A POINT 3 FEET ABOVE THE FLOOR ON THE DESIGN HEATING DAY (2015 IMC 309.1) SYSTEM DESIGN SHALL BE BASED ON MAX 72 DEGREES HEATING, MINIMUM 75 DEGREES COOLING 20' 3 DEGREE DAYS (NY LAGUARDIA) 4811, WINTER DESIGN TEMP 15, DRY BULB 89, WET BULB 75 (2015 IPC APPDX D) 24' 3 TABLE 3.5A WALL FRAMING ALSO AS PER 2015 IBC CHAPTER 16 SECTION 1609 AND ASCE 7 - WIND EXPOSURE CATAEGORY AND SURFACE ROUGHNESS IS B. TOP AND BOTTOM PLATE TO STUD LATERAL CONNECTIONS FOR WIND LOADS USE C FOR BOTH SOUTH SHORE AND FIRE ISLAND. TOWN OF ISLIP IS WITHIN A HURRICANE PRONE REGION W 28 4 (130mph) 32' 4 (Prescriptive Alternative to Table 3.5) TOP PLATE TO TOP PLATE(FACE-NAILED) 2-16d 2-16d PER FOOT 36 5 EXPOSURE B TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-16d 5-16d JOINTS EACH SIDE 5:12 12' 2 130 MPH STUD TO STUD FACE-NAILED 24"O.C. Table R301.5 ( ) 2-16d 2-16d TABLE MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS 16' 2 STUD SPACING WALL HEIGHT(FT) NUMBER OF 8d COMMON NAILS (in pounds per square foot) Bottom Plate to Foundation Connection(Anchor Boltslts) Resisting Lateral and Shear Loads From Wind OR 40d BOX NAILS PER STUD TO HEADER TO HEADER(FACE-NAILED) 16d 16d (Prescriptive Alternative to Table 3.2) 20' 2 PLATE CONNECTION USE LIVE LOAD FOR EXPOSURE B&C AND ALL WIND SPEEDS TOP OR BOTTOM PLATE TO STUD(END-NAILED) SEE TABLE 3.5A SEE TABLE 3.5A 24' 3 Uninhobita ble attics without storage 60 ANCHOR BOLT DIAMETER-(IN) MAXIMUM ANCHOR BOLT SPACING 28' 3 16" 8, 2 BOTTOM PLATE TO FLOOR JOIST,BANDJOIST, 2-16d 2-16d PER FOOR Uninhabitable attics without storage 40 ENDJOIST OF BLOCKING(FACE-NAILED) 16"O.C.ALONG EDGES 1/2" 31 32' 4 10' 2 PER STUD Habitable attics and attics served with fixed stairs 50 48 5/8" 36' 4 12' 2 Balconies (exterior) and decks 40 6:12 12' 2 14' 2 FLOOR FRAMING Fire Escapes 40 16' 2 Guards and handrails 200 20' 2 JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4-8d 4-10d PER JOIST Guards In-fill components 50 WINDOW NOTE: 24' 3 BRIDGING TO JOIST OE-NAILED 2-8d 2-10d EACH END Passenger vehicle garages 50 R ) 9 9 9 If house is in a wind-borne debris region, all new windows 28' 3 and glass doors shall meet the requirements of the large TABLE A-3AA BLOCKING TO JOIST(TOE-NAILED) 2-8d 2-10d EACH END Rooms other than sleeping rooms 40 missive test of ASTM 1996 and or ASTM E 1886. O 32' 3 UPLIFT STRAP CONNECTION REQUIREMENTS Sleeping rooms 30 The Contractor shall provide pre-cut 1/2" plywood panels to (ROOF TO WALL,WALL TO WALL,WALL TO FOUNDATION) BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3-16d 4-16d EACH BLOCK cover the glazed openings dt shall pre drill edges to accept 36' 4 (Prescriptive Alternative to Table 3.4) wood screws ® 16" for panel span less than or Stairs 40 fit" � P P 7:12-12:12 12' 1 EXPOSURE B LEDGER STRIP TOP BEAM (END-NAILED) 3-16d 4-16d EACH JOIST equal to 6'; ® 12"o.c. for panel span 6'-* to. 16 2 130 MPH JOIST ON LEDGER TOBEAM(TOE-NAILED) 3-8d 3-10d PER JOIST 2 DEFLECTION LIMITS: 20 FRAMING SPACING ROOF SPAN(FT) NUMBER OF 8d COMMON NAILS BAND JOIST TO JOIST(END-NAILED) 3-16d 4-16d PER JOIST RAFTERS WITH NO FINISHED CEILING ATTACHED: L / 180 - FLOORS: L / 360 24, 2 OR 40d BOX NAILS PER STUD TO PLATE CONNECTION BAND JOIST TO SILL OR TOP PLATE 28' 3 (TOE-NAILED) 2-16d 3-16d PER JOIST 32' 3 12" 12' 1 ROOF SHEATHING 36' 3 16 1 20' 2 WOOD STRUCTURAL PANELS: 8d 8d SEE TABLE 3.10 24' 2 DIAGONAL BOARD SHEATHING 28' 2 32' 2 1"X 6"OR 1"X 8" 2-8d 2-8d PER SUPPORT 36 2 1"X 10"OR WIDER 3-8d 3-8d PER SUPPORT U 2 16" 12' 2 CEILING SHEATHING 16' 2 20, 2 GYPSUM WALLBOARD 5D COOLERS 5D COOLERS 7"EDGE/10"FIELD 24' 2 28' 2 WALL SHEATHING 32' 2 36' 3 WOOD STRUCTURAL PANELS 8d 10d SEE TABLE 3.11 STRUCTURAL FIBERBOARD PANELS 1/2" 11 GA.GALV.ROOFING NAIL 3"EDGE/6"FIELD 20"X1 1/2"LONG X 7/16"HEA TABLE A-3.9A 25/32" 11 GA.GALV.ROOFING NAIL 3"EDGE/6"FIELD RADTER/CEILING JOIST HEEL JOINT CONNECTION REQUIREMENTS 20"Xi 1/2"LONG X 7/16"HEA CW 135 3046 D H (Prescriptive Alternative to Table 3.9) W = 22 9/16" W = 33 7/8ROOF LIVE LOAD GROUND SNOW LOAD GYPSUM WALLBOARD 5D COOLERS 5D COOLERS 7"EDGE/10"FIELD H = 36 3/8" H = 24 1/8" 20 psf 30 psf HARDBOARD 8d 8d SEE TABLE 3.11 5.7 Sq. Ft. 5.7 Sq. Ft. SILL = 38" SILL = 26" ROOF SPAN PARTICLE BOARD PANELS Sd 8d SEE MAUNIFACTURER 12 24 36 12 24 36 DIAGONAL BOARD SHEATHING RAFTER RAFTER NUMBER OF 16d COMMON NAILS SLOPE SPACING OR 40d BOX NAILS PER HEAL 1"X 6"OR 1"X 8" 2-8d 2-10d PER SUPPORT JOINT CONNECTION ANDERSEN EGRESS WINDOW SPECIFICATIONS 1"X 10"OR WIDER 3-8d 3-10d PER SUPPORT 3:12 12' 3 5 8 3 6 9 16' a 7 10 a a 12 FLOOR SHEATHING 4:12 12' 3 4 6 3 7 7 16' 3 5 8 3 g 9 WOOD STRUCTURAL PANELS 5:12 12' 3 3 5 3 6 6 1"OR LESS 1od 10d 6"EDGE/12"FIELD 16' 3 4 6 3 7 7 GREATER THAN 1" 10d 16d 6"EDGE/12"FIELD 7:12 12' 3 3 4 3 4 4 16' 3 3 5 3 5 5 DIAGONAL BOARD SHEATHING Q 9:12 12' 3 3 3 3 4 3 1'X 6"OR 1'X 8" 2-8d 2-10d PER SUPPORT USED. 16 3 3 4 3 4 4 1"X 10"OR WIDER 2-8d 3-10d PER SUPPORT 12:12 12' 13 3 3 3 3 3 16' 3 3 3 3 3 3 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 INCHES ON CENTER AT PANEL EDGE. 2. WHEN ALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBERS OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAILS PER FOOT. Project Number Sheet Status Seal Sheet Title No: Date: Issue: No: Date: Issue: Date 09.29.21 Sheet Number 1 6 vc<<: n`yc, Andreas Letkovsky Architecture, P.C. CODE REFERENCE STANDARDS 2 7 Scale AS NOTED 3 TM91-101 Broadway, Sutie 11, Greenlawn, New York 11740 Project Title R 1 8 ��4 -, �, Draw 4 01.13.21 BID & PERMIT 9 sT��7s} /of Tele: 631-757-6204 Fax: 631-757-0628 E-mail: info@ALArchitecture.com °Ft�r ' RUDER ROOF RENOVATION Al of 5 09.29.21 AMEND ROOF 10 Check AL 1 2 3 1 4 1 5 1 6 7 1 8 1 9 10 11 12 CONTINUOUS CONTINUOUS RIDGE VENT SIMPSONCS20 RIDGE VENT @ EACH RAFTER TRIPLE STUD � (5)8d NAILS EACH RIDGE(SEE PLAN FOR SIZE) � ;` 0" SIDE OF RIDGE �� r Q& ---STEEL PIPE COLUMN ( ) 16d SIMPSON ( NAILS L� U210 @16"o.SIMPSON CS20 RAFTERS(SEE HGR.@ 16" @ IL EACH 0" X10 XXZ" NAILS EACHHc. 8d SIDE LAN FOR SIZE (2) 16d COMMON SIMPSONyz"0 DIA. OF RIDGE BASE PLATE NAILS ® 6" o.c. H-3 HURRICANE LAG BOLTS R BEAM FOR FULL HEIGHT CLIP @ 16" @ 16 O.C." EE PLAN FOR SIZ OF STUD SIMPSON L-50 CH SI a OF EACH R R ° a a a ROOF RAFTERS (4) �'4" DIA X 12" d ° a ° 30" X 30" X 12" • •• (SEE PLAN FOR SIZE) BOLTSLONG ANCHOR a ° a ° P.C. FOOTING (TYP) •• a. Y2"0 DIA. ° • • LAG BOLTS • SIMPSON @ 16 O.C." • • AAC4 HGR.@ 16" SIMPSON U210 AAC4 RIDGE DETAIL @ CATHEDRAL CEILING RIDGE `f-ENSION STRAP CONNECTION DETAIL FOOTING DETAIL • '• EACH SIDE SIMPSON "HTT,6" DETAIL 2 DETAIL 3 DETAIL 4 w PORCH/RAFTER/GIRDER CONNECTION DETAIL DETAIL 1 ROOF RAFTERS BO 0 LAG N L ROOF RAFTERS BOLT @EACH NAILS I ROOF RAFTER SIMPSON CS20 0 DIA. STRAP @ 16"O.C. THRU-BOLT WRAPPED AROUND T DOUBLE 2X6 SILL PLATE SIMPSON H2A, H7Z, 3'k3"x1/4" H10S. OR WASHER&NUT EQUIVALENT z SIMPSON "HTT16" 2X-4"WIDER THAN RR (4)10d NAILS N SIMPSON MAIN ROOF —%"0 ANCHOR BOLT L50 ANGLE AND STRAPPING @ EACH ROOF ROOF 19"O.C.EMBEDMENT) ROOF RAFTERS RAFTER 12" MIN. SIMPSON CS20 STRAP SECOND FL00 R Q ® 16" O.C. #41RAFTER/TOP PLATE CONNECTION DETAIL FALSE VALLEY CONNECTION DETAIL FOUNDATION WALL/FLOOR FRAMING DETAIL SHEAR WALL HOLDDOWN SIMPSON DETAIL 6 (1) H2 DETAIL 7 DETAIL 8 DETAIL 9 ® 16" O.C. SIMPSON CANTILEVER DETAIL 2X4 CRIPPLE STUDS @ 16"OC CS20SIMPSON MSTC28 CS20 CONNECTOR SIMPSON DETAIL 5 CONNECTOR F EACH SIDE CON DBL.TOP PLATE (2)H2 @ROOF CONNECTOR OR, (2)H2 @ ROOF TRIPLE STUD SIMPSON LSTA21 WOOD"CAP CONNECTOR (7)8d NAILS , T 2"x4" TOP RAIL s » NAILS 42-01' TO 12 —0 SIMPSON NAILS • SIMPSON H1716 3"x 3"x 1/4" 4'—0" MSTC28 SIMPSON CS20 5/8"0 THREADED • STEEL PLATE 2"x2" BALUSTERS MAX. CONNECTOR STRAP @ 16'O.C. ® 5" O.C. ROD 5/8"0 DIA. EACH SIDE (TYP) U THREADED ROD 4X4 WOOD POST ® 48" 2"x4" BOTT. RAIL SIMPSON SIMPSON SIMPSON TRIPLE STUD IHI LSTA21 NO SP I L UP LSTA21 MSTC28 SIMPSON H-3 CONNECTOR CONN TORS R QUIRED CONNECTOR CONNECTOR ;Z HURRICANE WRAPPED THIS A WRAPPED WRAPPED sd NAILS (2) 16d COMMON (CLIP ® 16" O.C. (2)1%"x 11 7/8"ML • AROUND AROUND AROUND SIMPSON HTT16 BOTTOM PLATE BOTTOM PLATE BOTTOM PLATE NAILS LL IG (2) 16d COMMON FOR FULL HEIGHT NAILS ® 6" o.c. OF STUD • TRIPLE STUD FOR FULL HEIGHT TRIP OF STUD ST CEDAR DECKING NAILS CLEAR d CANTILEVER HOLDDOWN DETAIL HEADER TIE DOWN DETAILS HEADER TIE DOWN DETAILS LOAD PATH FLOOR FRAMING DETAIL TWO HOU IA DETAIL 1 D DETAIL 11 A DETAIL 11 B DETAIL 12 HIiS60N 18-16d BOLTS HOLDDOWN 2"x10"@ 16"O.C. 12" P.T.DECK JOISTS MAX. OJ @POST SIMPSON HTT16 O IMPSON OST HOLDDOWN r AC6 MAX. EACH SIDE TRIPLE STUD — s"xs" SIMPSON 3/4"0 -Y4 CLEAR 1 5c 2" P.T. POSTS AB66 g— CEDAR DECKING HANDRAIL @ 6'O.C. POST BASE (ACTUAL DIMENSION) 3"x3"x1/4" " 5/8-0 WASHER&NUT BALUSTERS a THREADED J2"0 DIA. ® 5" O.C. ° ROD SIMPSON HTT16 LAG BOLTS ° @ 12 O.C." a 4 ° < 5/8" DIA. X 5/8" DIA. X a • a 112'0 DIA. ° ° ® 24" LONG a a ° 18" LONG ANCHOR BOLT (MIN.7"EMBEDMENT) ANCHOR BOLT ANCHOR BOLT o ° SIMPSON CO Z AC4 •; n ° ° , y• EACH SIDE SIMPSON s • %"0 DIA. U210 HGR. a; •r; ANCHOR BOLT ° e °. @ 16"O.C. @ 36"O.C. ° TRIPLE FLOOR JOIST • „, , SIMPSON HTT16 SIMPSON AB44 7”MIN.EMBEDMENT a a 18-16d -41 POST BASE 4"x4" POST NAILS • TRIPLE STUD W/ DIAGONAL a ` 1/2"0 DIA. BRACE ANCHOR BOLT (MIN.7"EMBEDMENT) 2"X10" TREAD (MIN) • L� SIMPSON 2"x10" STRINGER (MIN) ALTERNATE CANTILEVER _PORCHZDECK/HOUSE POS BASE • 4 FIRST FLOOR FIRST FLOOR PORCH/DECK/JOIST CONNECTION DETAIL HOLDDOWN DETAIL 4x4 POST CONNECTION DETAIL CONNECTION DETAIL • STAIR/RAILING DETAIL SHEAR WALL HOLDDOWN SHEAR WALL HOLDDOWN DETAIL 13 DETAIL 14 DETAIL 15 DETAIL 16 DETAIL 17 DETAIL 18 DETAIL 19 Project Number Sheet Status Seal Sheet Title Sheet Number No: Date: Issue: No: Date: Issue: <o n �� Date 09.29.21 Andreas Letkovsky Architecture, P.C. CODE REFERENCE STANDARDS 1 6 r 2 7 7 Scale AS NOTED 3 8 q 91-101 Broadway, Sutie 11, Greenlawn, New York 11740 Project Title R2 _ 4 01.13.21 BID & PERMIT 9 �r � , �,I Draw 2?' 5 09L29.21 AMEND ROOF 10 'YTFo��,�,;,y/ Tele: 631-757-6204 Fax: 631-757-0628 E-mail: info@ALArchitecture.com Check AL Ruder Addition & Renovation Al of