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�Of SOUlyo� Town of Southold * * P.O. Box 1179 o0 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 45963 Date: 02/07/2025 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 110 Second Ave Peconic, NY 11958 Sec/Block/Lot: 67.4-20.6 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 10/16/2023 Pursuant to which Building Permit No. 49953 and dated: 10/27/2023 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: Additions and alterations to an existing single-family dwelling as applied for. The certificate is issued to: E Allen Kraus Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 49953 12/18/2024 PLUMBERS CERTIFICATION: Au oriz Sig ature �o�SUFFo TOWN OF SOUTHOLD Gy BUILDING DEPARTMENT N x TOWN CLERK'S OFFICE oy • o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49953 Date: 10/27/2023 Permission is hereby granted to: Kraus, Allen 145 Hicks St Apt A54 Brooklyn, NY 11201 To: Construct additions and alterations to an existing single-family dwelling in an AE-8 Flood Zone as applied for. At premises located at: 110 Second Ave., Peconic SCTM #473889 Sec/Block/Lot# 67.-4-20.6 Pursuant to application dated 10/16/2023 and approved by the Building Inspector. To expire on 4/27/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $504.00 CO-ADDITION TO DWELLING $100.00 Flood Permit $150.00 Total: $754.00 Building Inspector SOUr��l Town Hall Annex O Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 11971-0959 Jamesh _southoldtownny.gov 4UNTY, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Allen Kraus Address: 110.Second Ave city:Peconic st: New York zip: 11958 Building Permit#: 49953 section: 60 Block: 4 Lot: 20.6 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: G&S Electric Electrician: Bob Guarriello License No: 578-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 10 Ceiling Fixtures 8 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt Wall Fixtures 1 Smoke Detectors 1 Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO 1 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 3 4'LED Exit Fixtures Sump Pump Other Equipment: 1 electric heater Notes: Addition Bedroom/ Living Room Inspector Signature: r Date: December 18, 2024 110 second ave OF SOUlholo f TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION'�, [ NDATION 1ST [ ] ROUGH PL13G. [ F UNDATION 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 [ ] RENTAL REMARKS: v-v ` ctk6 DATE INSPECTOR %f soUlyolo # # TOWN OF SOUTHOLD BUILDING DEPT. `yco 631-765-1802 INSPECTION [/FOU DATION 1ST [ ] ROUGH PLBG. DATION 2ND [ ] INSULATION/CAULKING ING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O ]' RENTAL REMARKS: S* DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. coum, 631-765-1802 INSPECTION -- ' [ ] FOUNDATION 1 ST/ REBAR [ ] 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 [ ] RENTAL REMARKS: QL,Y-ltAiN� vour Al an, DATE INSPECTOR SOUIyOIo # TOWN .OF SOUTHOLD BUILDING DEPT. cou►mN�' 631-765-1802 qoR INSPECTION [ ] FOUNDATION 1ST/ REBAR [ . KINSULATIOWCAULKING, GH PLBG. FOUNDATION 2ND [ [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [. ] FIRE SAFETY'INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION . [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL RE ARKS: blvin- I. DATE 01)aqINSPECTOR OE SO(/T�°lo '* # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 I-NSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND. . [ ] I LATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] :FIRE SAFETY INSPECTION [ .'] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL - REMARKS: k-.10001 DATE 1 g INSPECTOR OF SOUIyOlo �q6o' 3 I G o AI'd # # TO N OF SOUTHOLD BUILDING.DEPT. 631-765-1802 INSPECTION [ ] 'FOUNDATION 1 ST/ REBAR [ ] 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 [ ] RENTAL R ARKS: k 40 o j e�� p wc,f�l t' /Z o c` NSF oivv� on LJ wta vktAk Sreakw i ag o�- �r�/ FCl ro4ej ovL OLAf fi S j &k DATE l oC INSPECTOR OF SOUIyO� 9 �� ����✓L�j av # # TO N OF SOUTHOLD BUILDING DEPT. o �0 631-765-1802 INSPECTION- FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. ] . FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] .FIREPLACE & CHIMNEY [ ] FIRE'SAFETY INSPECTION [ ] -FIRE RESISTANT`'CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: C� DATE - INSPECTOR OF SOGIyo� # # . TOWN OF SOUTHOLD B ILDING DEPT. 631-765-1802 INSPECTION [ ]- FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ]. FIREPLACE-& CHIMNEY.- [ ] FIR.E'SAFETY INSPECTION [ ] FIRE RESISTANT.CONSTRUCTION . [- '] FIRE RESISTANT PENETRATION " [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: wronq ~LJ, B c li jqDATE I q INSPECTOR ALVI N POWER • - Menu 0 E C 1 6 2024IN '�"/F,/.%//GL"."�>A!z�5'r ,'„� .'S2.zr� m3?',,.r,,..,,,r,,. „M..;,.w, M'",'�Y d,,.^.Pr'�. 3'Na^':,S^TM:.*9,".'r. :�.'.fini*'^"/".m✓,,,,,m„ar,..F.�,YkX✓nri,DJ,"�.7ir,.. ",��5//";:.' 'ar,�ir".S„�: mTMrn��mn' �/�'>'S";..^'8 %;:.9r/a I.f is ', 1t r`t r Galvin Power is reader-supported.When you buy via our links,we may earn a commission at no cost to;y „Leda h inor� ' _•7 t What Breakers Are Compatible With Murray? Here's the Answer! October 2, 2023 Written by Edwin Jones / Fact checked by Andrew Wright sMe �. CIA V / A s Has your main electrical panel run out of functioning circuit breakers? Are you planning a multiple-breaker replacement for the long haul? Worry less because we've got the answer for what breakers are compatible with Murray. The best breaker for the Murray breaker panel is, of course, Murray circuit breakers. However, with this brand phasing out of the market, you need to know other available products out there. In this article, you'll learn vital factors, such as breaker sizes essential for prolonging your main panel life. Brand . Murray-P el`Compa#ibility ...................................................................................................... ...... ............... ....... .......... Siemens Compatible �'Squ�reiD � Compatible Eaton/Cutler-Hammer Some models compatible GE Some models compatible Air Circuit Breakers Some models compatible Bryant Not recommended ................_............... ..... ..... . _...._......... Westinghouse Not recommended Challenger Not recommended Home Fitline Not compatible Table of Contents [hide] The Best CB Brand for Your Electrical Main Are There Other Murray Compatible Brands? 1. Eaton/Cutler-Hammer Circuit Breakers 2. Square D Circuit Breakers 3. Air Circuit Breakers 4. Other Breakers FAQs Conclusion The Best CB Brand for Your Electrical Main You can find numerous breakers in the market that possess Murray circuit breaker compatibility. There are similarities between brands that let you interchange the breaker safely without worrying about an arc fault in your electrical main. So, now, what product manufacturer do you think will do the job? Of course, it's the leading brand, Siemens. Since Murray is a sub-brand of Siemens, most of their components are very similar. Their substitution letter states that Murray panel products made after January 2002 are available for use with Siemens CBs. These CBs have UL listing for usage with the aforementioned Murray panels. The panels include Rock Solid Load Centers, Murray Meter Combo Load Centers, and EQ Small Circuit Load Centers. Note that only Murray products from 2002 onwards were cross-listed with Siemens. For other Murray brand load centers made before that specific year, kindly check the wiring diagram placed inside your panel door for the approved breaker types made explicitly for that panel. Are There Other Murray Compatible Brands? y 1j4 The answer is yes; Murray load centers have compatible products other than Siemens, although they're not cross-listed with Murray panels. There are three breaker brands I can recommend that will work. However, remember to check your local code before installation. 1 . -Eaton/Cutler-Hammer Circuit Breakers Murray@ Listed Meter Center Catalog Numbers N m4ros De Catalogue Des Centres De Comptage Its ertaries: N meros de cat6logc del contro de rnedidcres enlistado: v L115,; CL215, GL11 FT L11 AF L AF11 L11 AF Li 15AF F- L1 DLa CL13013 FT CL14AF CL120CAF CL120AFGF& CLCAFI20 JA11OAS JC112CS JA204LS JA220CS JA22ORK JK330S JA11OAF JC002AR JA208LS JA220CF JA220VH JL2 OR JC002CS JA412CY JA204TS JC902RZ JA2 2CY JL2 JC002CZ JA412CW JA208CS JC904CZ J'A240CY JA112CY JA004CY JA208PS JR208TS JA904CY JA112CW JA004CW JA209TS JA220CW JA904CW Source: Eaton Eaton/Cutler-Hammer Circuit Breakers are known for their capability to control current for a long time. They are physically interchangeable with Murray and other brands but remember to check your local code to see if it's legal to install. 2. qU are--D--C 1lrMU t- -re a ke'rs- Next is the Square D Circuit Breakers. This one hits close to home due to the-same mechanics-as-its Murra►y cou art. It's a brand that I trust for its sturdy design, easy installation, and reliable function. Plus, an indication flag feature lets you identify a breaker trip. Square Ds are indeed very safe electrical components. 3. Air Circuit Breakers These breakers are quite different from their Murray equivalent. Their safety mechanism operates in arc-extinguishing mediums at specific atmospheric pressures. __ _ __........_..___._._._....._....._,__.. ._.______..._._...,..... __.___.. ........................___.._________.......__..___.._..____....._____.._-_......_.........._........ _...___..__.... _ _ �....._..._.._.._.. What is a Murray Electrical Panel? What's the Best Number of Breakers for Murray? ,Gon-cluaion, Searching for what breakers are compatible with Murray is not a big problem if you know the suitable device for your main electrical panel. You can replace Murray CBs with Air, q p", and Cutler-Hammer Circuit Breakers. However, for optimal use of the original Murray Load Centers, the best breaker brand substitute is Siemens. Not only is Siemens known for their quality products, but they are also the UL-listed brand for Murray. It is a worth-it brand and the most guaranteed product you can use within your electrical code. Related: What Breakers is Compatible with: • Cutler Hammer • Crouse Hinds Panel • Bryant 5/5 - (4 votes) Andrew Wright I am Andrew Wright. With 8 years of experience designing, installing, and maintaining electrical power systems. I love my job, and I have always wanted to offer others the necessary help so they can take care of their houses. 0 Fuses, Circuit Breakers & Safety Switches < How to Prevent Circuit Breaker from Tripping? —A Detailed Guide .A a ffw \ � » , - �\\ � � - � GP-, � � . --__ __--�� M1 `_ Y __ _ - i.�. �•a `�. y S - � _ '_ _ Yy �` .. v �� 1. �` l ;�- `! -aYL� i - _ `;�` _ ,� � `< R _ -_ � t_ �� - P,_ -�1�. � _yY� �' t R }fir 1 s r fk 1 � rs ' �? E r. ,1 ri 1.Alf �. a � .. :tea .�- +� , . �- �' � f _ �� r _ rv�,x- P `,'�,r i dti 1 ��� � t�}� ? - ^ �.:-] w -` -� ems` �r- � _ _. s. � �-. '-r. Y. l ti 1 ✓/ \ i�~ �'` �' t ., �. `c � � '� lA• ���r. - 'y _ .J�- �, aTy �`_ Wig' �._ - 4.�,� � _ �T ! �,� `yr -� ,, 4 ;,. } � ', . - �; ' : �; . 4 • r: ~� ' ' � � - j ', ��/". r,. r t �- �'- - �• 1, •- Sam / a i G1 '' N 1 ' rt NVAN IS ft ARM IL ;Mum e f a l � � � .�� /l,� 'r,, � , , ,��, � '�� '���. 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' •`! t� F � -�j �• _ !. .3 .� �r + r, r - ��� � . . �d 'e ' .�� ft till 41 .�; i r ^41W .�'eaw �-mot - • _ -+ Fyn` r: a l� .ate � � I. 1 �. � \\ �t ., I .,�., � � � � ; s ,, ,1 ', i�� ,��, �� � �.;�� .�;,� .� ,�'. i��, 1 � �� 1I( ��1 ,';+ ���w 11=SM��7w�'� �' _ _ _4 r _ � � �/ Y� ►�,� �; i� a � &S"g EIr � � L - - --r�--�-;� T < � -,-�� `� -_ �. _- =�� �� :. - � �_.; '4'lr: �'tx +�.�Y � ' .�. _ .�, �l � Y _•�� � .� �'s�o . � +off `.4_' tf,- 1YS �� ���- � �S �a'•- �� �. , '.-1'... .�..� _ ° '. },.'q�Y - .,c .{ 1- �z. _� ', - �+�`�� � y 4 �- ��_ -" �.,�.�,-j ...- 1 ' � .� ' ` �� ��� it :rc yf'�' � ��. ..s 12-i . v3�"`.'tc" 3 6 { IE LD INSPECTION REPORT DATE COMMENTS oe 04 FOUNDATION (1ST) - ----------------------------------- I,OUNDATION (2ND) ROUGH FRAMING & PLUMBfNG, r _0(_uff A.V*1 INSULATION PER N.Y. STATE ENERGY CODE FINAL ADDITIONAL COMMENTS 2 t O Lf p_\er1kv%c - ------------------ ----------- -- - ---- ............... ---------- ------------ TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 119 1 959 Telephone(631)765-1802 https://www.southoldtgmnpW.g NOV 1 2023 Building Department Floodplain Development Permit Application Town of Southold P.ROPERTy'LNFORIVIATIQN: Flood Zone:AE$. FIRM Panel: SC #1000-67-4.-206 Address:110 2nd Avenue city Peconic Zip:11958 CONTACT PERSON: Name:Allen Kraus Phone#:917-626-6802 Mailing Address:145 Hicks Street, A54, Brooklyn, NY 11201 PROJECT DESCRIPTION: Extension of existing bedroom and existing living room over/onto existing decks. 1 SECTION A:STRLICTLIRAL,b VELOPMENT(CHECK ALL THAT APPLY); Type of Structure Type of Structural Activity RResidential(1 to 4 families) ❑New structure ❑Residential(more than 4 families) ❑Demolition of existing structure ❑ Combined use ❑Replacement of existing structure ❑Non-residential ❑Relocation of existing structure ❑ Elevated B Addition to existing structure ❑ Flood proofed`(attach certification) ❑Alteration to existing structure ❑Manufactured Home ❑ Other: ❑Located on individual lot ❑Located in manufactured home park t SECTION B OTHERIDEVELOPMENT.(CHECK'ALLTHATAPP.LY): ❑Clearing of trees,vegetation or debris ❑ Mining. -❑ Grading ❑ Drilling ❑ Dredging ❑Connection to public utilities or services ❑ Paving ❑ Placement of fill material ❑Drainage improvement(including culvert work) ❑Roadway or bridge construction ❑ Fence or wall construction ❑Watercourse alteration(attach description) ❑Excavation (not related to a structured development) ❑Other development not listed(specify): y signing below'I agree to the terms and conditions ofthis permit and certify to the best of my knowledge the'information contained " in this,application is true and accurate.i understand.that no work may start until a permit is issued.The permit may be revoked if any false statements are made herein.If'revoked,all work must cease until permit is re-issued'.Development'shall'not be used or occupied until a Cert.-of Compliance is issued.;The permit will expire if no work is commenced within on,e year of'issuance.,Other permits may be required to fulfill regulatory requirements.Applicant gives consent to local authority or representative to make reasonable inspections to verify compliance: ' ' Application Submitted By(print name):Emil Allen Kraus Signature of Applicant: E' ,✓� Date:10.27.2023 o.PS�FFotlt�oo 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) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT ECE0VE For Office Use Only PERMIT NO. q r q 5 J Building Inspector: 0(NT-1 1 Applications and-forms must be filled out in their entirety:Incomplete ,applications will not be accepted. Where the Applic;mt is not the owner,an Building Depart ¢nt ,_Owner's Authorization form(Page 2).shall be completed. I.JTQmn of_So.0twid Date:10.12.2023 OWNER(S)'OF PROPERTY: Name:E. Allen Kraus _ scTM#1000 _ _ ., 1000-67.-4-20.6 - Project Address:110 Second Avenue, Peconic Phone#:917-626-6802 Email:allenkraus1_@gmail.comOS� Mailing Address:145 Hicks.Street, A54,Brooklyn, NY-11201 m {� CONTACT PERSON: Name:E. Allen Kraus Mailing Address:145 Hicks Street, A54,_Brooklyn NY 11201 Phone#:917-626-6802 Email:allenkraus1 mail.com @ga 'DESIGN PROFESSIONAL INFORMATION: Name:Hideaki Ariizumi,9studio a/b=architects a �„ Mailing Address:PO Box 444, Orient,__NY J1957 T Phone#:631 323 1426 Email:hideaki studioabarchitects.com CONTRACTOR IN Name: Mailing Address: Phone#: Email: . .DESCRIPTION OF PROPOSED CONSTRUCTION El New Structure RAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: $ � ❑Other ®DO-.m.. ..�� Will the lot be re-graded? ❑Yes 17No Will excess fill be removed from premises? []Yes BNo 1 • PROPERTY INFORMATION Existln 'use of rote Intended use of ro e gt 2p p��Slllg�@�F8C1'll�y�We��li"lg p-�.p�:Sal'1'leaS eXlStlllg_—,_.—. Zone orl use district in which premises is situated: Are there any covenants and restrictions with respect to R_40'. this property? ❑Yes ®No IF YES, PROVIDE A COPY. B Check Box After Reading:.Tfie owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chap r 236 of the Town Code.APPLICATION IS HEREBY MADE to the Building Depaiitment for the issuance of a'Suilding Permit pursuant to the Building, Ordinance of the Town.of Southold,Suffolk,County,Newyork and other applicable Laws,ordinances or Regulations:for the construction of buildings, additions,alterations or for removator demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and'to,admit authorized inspectors on,premises and in building(s)for necessary inspections.False statements made.herein are, punishable as a class A misdemeanor pursuantt6Section 210.45 of the New York'State:Penal Law. Application Submitted By(print name):E. Allen Kraus []Authorized Agent BOwner Signature of Applicant: / !L�^'t�! Date: STATE OF NEW YORK) SS: COUNTY OF <'-r-n Lt� being duly sworn,deposes and says that(s)he is the applicant (Name of individual 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 the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn ''be��fore me this a f or) ` l ,202 Notary Public P1YUSFI B.SONI Notary Public,State of New York PROPERTY OWNER AUTHORIZATION No.OIS06038647 Qualified in Kings County 2028 (Where the applicant is not the owner) Commission Expires March 20, 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 . 1 i lisp, bn «-1 BUILDING DEPARTMENT- Electrical„„Inspector n ; TOWN OF SOUTHOLD` 16 2024 Town Hail Annex, 54375 Main Road -PO x 1179 , Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 7F>5- ro err(&-southoldtownnv aov— seand 5)soutlioM6 it iny gov` APPLICATION FOR ELECTRICAL INSPECTION . 1ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: C$S c �� . lectrician's Name: ,/:3 Ga A�z.ru o ; License No-: s' �� Elec. email: Elec. Phone No: S�6 g I request an email copy of Certificate of Compliance Elec. Address.: �� o JOB: SITE INFORRMATION (All Information Required) Name: Address: p Cross Street: Phone No.: Bldg-Permit email: �C Tax Map District: 1000 Section: l �CJ S Block: Lot: � BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE. (Please Print Clearly): C/oAJ Circle All That Apply: Square Footage: n Is job ready for inspection?: YES[NO Rough In Final Do you need a Temp Certificate?: YES 3 NO Issued On Ternp lrtforfftafion: (All information required) Service Size❑1 Ph E]3 Ph Size: A #Meters Old Meter# -11 ❑NewService[]Fire ReconnectoFlood ReconnectElService Reconnect 0Under round g QOverhead # Underground Laterals R 1 F12 M H Frame Pole Work done on Service? Y EN Additional Information: PAYMENT DICE,WITH AppUCAf ION R� t�C *1 d7 4 B9 1 PERMIT# Address: Switches Outlets -t-M—Uct- GFI's ,gyp j Surface Sconces H H's UC Lts Fridge HW POOL Fans Mini Fr. W/D PanelPump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower U'f ` AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments I 4e6tir �1 BUILDING DEPARTMENT- Electrical I spe or TOWN OF SOUTHOLD� 2024 _> Town Hall Annex - 54375 Main Road 1=�POx 179 ea Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX.(631)��65°'- ��' ro err southoldtownn . ov T .`�,. ' seand soot a w- ov APPLICATION FOR ELECTRICAL INSPECTION f LECTR IAN INFORMATION (Ali Information Required) Date: Company Name: Jf Electrician's.Name: � 0 i3 License No.: S',e n'/J55- Elec. email: 6S ,(C q 1 9 A-v 4- C Elec. Phone No: S'i6 k 6 ! I request an email copy of Certificate of Compliance Elec. Address.; �� S_ J©B;,S�TE INFORMATION (All Information Required) Name: A-LLe•✓ A,�gU.� Address: D 6_4-c�0.,1 U - ('�Co r)!e__ I Cross.Street: 16z- E Phone No.: BIdg:Permit#: 4/99 j email: �«IC �S 6M�i Tax,Map.District: 1000 Section: Block: Lot: BRIEF DESCRIPTION'.OF`WORK, INCLUDE SQUARE FOOTAGE.(Please Print Clearly): 13 i✓n ��M �' Ll visUG ���1 �(�,y1aJ S'/off Square Footage: o C.1re a All'ThatAppiy: Is job ready for inspection?: YES❑NO ORough In ❑_Fins Do you need a Temp Certificate?: ❑ YES NO� Issued On i Temp`i"foritistien: (All information required) Service Size.❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑:Newservice❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Ovhd A 9 rals _ 1 2 H Frame Pole Work done on Service? Y N i tldltlonal Ir formation ` PA EN7 Dt�E VllhTkl< 4P IJ, CM- 41CO �d rec ► 7y3y N- ��i•'T+G IJO�' priELLiNG VACANT j VACANT OYVELLING 1 t�5a ry it C c13 7'j'.F'v. `A�la�lv13` OF SE ,: - ....:.- r E. - ' 153.20' .. - u n a T 05t LOie LOT_ - _ �'- 12-7-01 109 3 r MGDONALD -.?= ;I'� _ _ Z z GE05GIENG= - - LOT PROPOSED- — _ — _ — qp HOUSE u r��^y] ✓Q P'r im OO cep _. ;_.f_.�Cu�G�::..r..��:^• .^i'- t"'t fir' � - o Z0111- O I Polo U7 A Gacrse \/A�AN� Z LOT 108 LOT LAND SJ - JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 RIVERHEAD,N.Y. 11901 369-8288 Fax 369-8287 .-\\IiP serverldlPROS101-312I.pro O LOTS �8, �7�, IOC I !O SURVE "MAP No 0 2, PEGONI G SHORES AILED SEM MBER I5, 1C130 Ali r No: 6-54 SITUATE: FEGON1 G DrIEL LING TOM: SOUTHOLD VACANT HELL FRG SUFFOLK OOUNTY W. SGT» 1000-6-7-4-20.3 & 20.4 VINEI SURVEYED 12-10-01 AMENDED 10-31-02, II-IS-02 01-08-05, 01-15-03, OI-22-03 CERTIFIED TO: shwoter yyetio5 E. ALLEN KRAUS Limit-- --e - -- COMMONWEALTH LAND TITLE INSURANCE GOMPANY AREA = I&,8g5 5F OR 0.43 ACRES ` i ' DeAiN\, p aox i- - - , -; - - -- 7-0--_____ 6 ELEVATIONS REF. NGVD '2q t � _ PROPERTY 15 IN ZONING 015TRICT R-40 �� BUILDING ENVELOPE BASED ON ZONING FOR NONGONFORMIN6 LOTS ' �(��'�' H C. FEMA MAP NUMBER 36103C0161 G ; `•' /g�� � EFFECTIVE DATE MAY 4, lgg8 AUTUMN LAKE 15 INFLUENCED BY AN UNDERGROUND PIPE WHIGH GONNEGT5 TO GOLDSMITHS INLET % AND CONTAINS SALT HATER SPECIES, ��0%, O m. L•OT aVIF 00 vCL oC. LOT ' p 79 LOT ,6" 80 io6 NOTE5: S MONUMENT 0 FIFE GRAPHIG SCALE 1"=30' ......._.... -- -... --.. --- -.... - -........... SURVEY OF LOTS 78, -1Q, 10Q 110 ,z. N MAP No. 2, PEGON I G 5HORE5" FILED SEPTEMBER 13, 1g30 FI1:E No. 654 SITUATE: PEGONIG TOWN; 5OUTHOLD 5UFFOLK COUNTY, NY 5GT# 1000 - 67 - 4 - 20.6 5URVEYED 12-10-01 12 7 AMENDED 10-31-02, II-I5-02 01-05-03;01-15-03, OI-22-03 UNDER GON5TRUCTION 0I-20-2006, OI-26-2006 CERTIFIED TO: _ _ --- },��[�q E. ALLEN KRAUS ------------ - DIRT ROADWAY ���®� AkVE COMMONWEALTH LAND TITLE �!a IN5URANCE COMPANY AREA = 18 bcI5 5F OR 0A3 ACRES - ELEVATION5 REF. NGVD '2Q Nry�,ou�ea7wS + 144M 15520' LOT ' 109 C LOT p 110 14' kn 12 � 0 ;`ry LOT 2 I� Story Frame {Q p ? 78 House Under �J ` Y , Q�Q a G. .ei uGtl011 rn rn i rF 5 = i2.1' Z Z ' b 2rd floor overher-9 y LOT c7r,�y"yy 98.80 79 �® 1p LOT 105 LOT 80 LOT NOTES: i 107 ` .; ■ MONUMENT ; o PIPE JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 6RAPHIG S_GALE I"=50' RIVERHEAD,N.Y. 11901 369-8288 Fax 369-8287 REF.-\\Compagserver\pros\01\01-312I.pro I --- 4Q N AMENDMENT d _ �f'Lj . CQ U a N6 -Fee. "\cr. _ N o o E0 & C O a) b�ajH Q 2 E LL Q o0 U) J)r I J d OPEN TO BELOW I O W 0 0 zU =0 N v = M Z WO � O (7 W J M Gf U z C9 >r E -� > O �� c m v o d O � o : cn LL W W rn� o d NEW 2x6 COLUMN O Ix X O= ATTACHED TO EXISTING z a 014 z w M W 4 — — — — — — — — WJ ~ 0 U J - w W WS �OUC9 J J W W - -- N _ w �- _ w co 0 - 0 5 X O Q �- T-S DIRECTION X O Q }, -a �z G' 'V gyNm/ Mz � � � � � r� � � Q �� i.OQco 2 U � A.09 a` , n o 7 (3)-2x6 COLUMN F ; -CO z JI v ' � s ... APR 2 3 2024 �.Y N cU w n A.08 0 � o 1 Second Floor Decking Layout Copy 1 :3 N 1/4 = 1'-0' CO Y M m NOTES z I 1. FLOOR SIDE GIRDERS SHALL BE(2)- 1 3/4"X 9 1/4"LVL CONINUOUS FROM 2 O O EXISTING (TO BE REPLACED) 0 co N w �� CO 2. FLOOR JOISTS DIRECTION SHALL BE PARALLEL TO THE END WALL ?��' w c� �"O m /� g �� �S (D 3. ADDITION TO USE OF OVERHANG GIRER, INSTALL COIL STRAP ON THE INSTALL 2X4 OR 2X6 ,`�cbd rq a Q _ No O ! BLOCKING NAILERS ALIGN TO c� m 0 O SHEATHING,WITH BACK-UP BLOCKING/NAILER 2X4 OR 2X6. Q Lr,� �y �? ►- I THE COIL STRAP BETWEEN o OU O STUDS U O�,�b�QIH N ca o U 'cu 3 LL. a) N 0 n� ` OUTWARD PULL LOAD: 1,041.35 LBS INSTALL(2)-1/2"LAG SCREWS 1 1/2"SUNKEN DEPTH TO EXISTING STUDS (2)-2X6 PLAT " MIN. EDGE CLEARANCE 4D M N 2X12 RAFTERS 2X4 OR 2X6 ` MIN. SPACING 3D o ¢ m Ya v 2 C9 DIAGONAL BLOCKING "' TOTAL COMPRESSION LOADS ON TOP OF ALONG THE STUDS: 3,326.70 LBS. (1)-2X6 IS OK STRAP - (THIS PULLING HAPPENS ONLY WHEN cb^ STRAP SUSPENSION IS THE SINGLE o ;� DIAGONAL ^' METHOD W/O OVERHANG GIRDER) o t STRAPPING = _ a m U WALL SHEATHING O rt* I 2X6 STUDS I NEW FRAMING EXISTING FRAMING TYP. ca SIMPSON STRONG TIE m Y COILED STRAP z o u- CMSTC16 WITH(40) O '� O 0 a) 3 "� 0.148x 3 1/4 NAILES cl) (, w Q. o cn 00 co 0 a)Y" MIN.(20)EACH AT BOTH w c 1-JO m a0 m m , •" ENDS PLUS 1 OR 2 a " Q tL m J - o -a co ON EACH STUDS. ( ) Q D O S Q (6 O N m 00 0 — NJU) Q J 1� GO U (2)-1 3/4'.X 9y y y 1/4"LVL I a I I 2X10 JOIST GIRDER (2)-1 3/4"X 9 1/4"LVL OVERHANG GIRDER CONTINUED FR STI FLOOR m TOTAL REQUIRED VERTICAL LOADS:3,653.01 LBS .c z O � R 0=� L > o co w U CANTILEVERED 2FL ADDITION TYPICAL NORTH-SOUTH SECTION <v ctj Gj a N CANTILEVERED 2FL ADDITION SIDE WALL ELEVATION DETAILS cu DETAILS N o (SHOWING SOUTH WALL, NORTH WALL MIRRORED AND SIM.) U J cu 1° co o N 1 Suspension Details Alt. N 1 „ = 1 '-0„ t�oa APPROVED A NOTED PROJECT GENERAL NOTES: BUILDING DEPARTMENT NOTES: LIST OF DRAWINGS: oATE•1�,.2- -7-3 R# �q�53 studio a/b architects Addition to Kraus Residence THE FOLLOWING NOTES SHALL APPLY THROUGHOUT. EXCEPTIONS ARE SPECIFICALLY NOTED ON THE FOLLOWING NOTES SHALL APPLY THROUGHOUT. 1 /17 T.01 TITLE SHEET FEE 5 BY: 24190 Main Road EACH DRAWINGS. ' 1. ALL WORK SHALL BE EXECUTED IN FULL COMPLIANCE WITH THE APPLICABLE PROVISIONS OF ALL 2 /17 A.01 Site Plan NOTIFY13UILDING DEPARTMENT AT Orient, NY 11957 631 3231426 1. ALL WORK OF THIS CONTRACT SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF LAWS, BY-LAWS, STATUTES, ORDINANCES, CODES, RULES, REGULATIONS, AND LAWFUL ORDERS 3 /17 A.02 Demolition Plans 631-765-18028AMTO4PM FOR THE �'I' �'`' ' '• Owner: glynis@studioabarchitects.com ' THE (NEW YORK STATE (NYS) RESIDENTIAL CODE] OF PUBLIC AUTHORITIES BEARING ON THE PERFORMANCE AND EXECUTION OF THE WORK. 4 /17 A.03 Foundation Level Plan FOLLOWING INSPECTIONS' �Al len Kraus NYS ENERGY CONSERVATION CONSTRUCTION CODE THE CONTRACTOR SHALL PROMPTLY NOTIFY THE TOWN AND ARCHITECT/ENGINEER OF ANY 5 /17 A.04 First Floor and Mezzanine Floor Plan NYS FIRE CODE PORTIONS OF THE WORK IN THE CONTRACT DOCUMENTS THAT ARE AT VARIANCE WITH THE FOUNDATION-TWO REQUIRED mailing address: 6 /17 A.05 Second Floor Plan and Schedules PO Box 444 Orient, NY 11957 1'45;Hicks Street A54 NYS PLUMBING CODE ABOVE. FOR POURED CONCRETE 7 /17 A.06 Elevations 1 NYS MECHANICAL CODE 2. ALL MATERIALS, ASSEMBLIES, FORMS METHODS OF CONSTRUCTION AND SERVICE EQUIPMENT I ''•""� ''.,.'.,,�,' .'..;`.^Brooklyn; NY 11201 Phohe: 718 624 5198, 917 626 6802 NYS FUEL GAS CODE SHALL MEET THE FOLLOWING REQUIREMENTS: 8 /17 A.07 Elevations 2 ROUGH-FRAMINC3&PLUMSIN ail: .akraus@implexpartners.com APPLICABLE SUFFOLK COUNTY HEALTH REGULATIONS AND STANDARDS a) THEY SHALL HAVE BEEN ACCEPTABLE TO THE NYS BUILDING DEPARTMENT. 9 /17 A.08 Building Section 1 INSULATION , TOWN OF SOUTHOLD REGULATIONS b) THEY SHALL HAVE BEEN ACCEPTED FOR THE USE UNDER THE PRESCRIBED TEST METHODS BY 10 /17 A.09 Building Section 2 FINAL.-CONSTRUCTION MW client: { { ;;; 5" •; OTHER AGENCIES HAVING JURISDICTION ON THE WORK OF THIS CONTRACT, THE REGULATING AGENCIES. 11 /17 A.10 Interior Elevations BE COMPLETE FORC-06 110 Second Avenue 3. MATERIALS OR ASSEMBLIES REQUIRED TO HAVE A FIRE RESISTANCE RATING SHALL COMPLY Typical Window and Thermal Protection Details Allen Kraus 2. DRAWINGS ARE NOT TO BE SCALED. USE DIMENSIONS ONLY,ALL DIMENSIONS AND CONDITIONS WITH ONE OF THE FOLLOWING: 12 /17 A.11 qu CONSTRUCTION SHALL MEET THE, y;,;,n{I:;;!,,_,,,,'f,;,l•, ',':.I r,':',,;.• i Peconic, NY 11958 SHOWN AND ASSUMED ON THE DRAWINGS MUST BE VERIFIED AT THE SITE BY THE CONTRACTOR a) THEY SHALL CONFORM WITH EITHER THE APPLICABLE CODES OR 13 /17 S.01 Structural Notes, Typical Details REQUIREMENTS OF THE CODESOF NEW site address: BEFORE ORDERING ANY MATERIAL OR DOING ANY WORK. ANY DISCREPANCIES IN THE DRAWINGS b THEY SHALL HAVE BEEN TESTED IN ACCORDANCE WITH ASTM E119, STANDARD METHODS OF 14 /17 S.02 Foundation and Mezzanine Floor Decking Layouts RESPONSIBLE FOR 110 SECOND AVENUE PECONIC, NY 11958 jj ) YORK STATE. NOT R S � '''.!, '. I'r:° ''U ' - - as per Southold Town GIS AND SPECIFICATIONS SHALL BE REPORTED TO THE ARCHITECT. NO CHANGE IN DRAWINGS OR FIRE TESTS OF BUILDING CONSTRUCTION AND MATERIALS AND ACCEPTED BY THE NYS 15 /17 S.03 Second Floor and Roof Decking Layouts QR CONSTRUCTION ERRORS tel: 718 624 5198 Tax•'Map#: 1000-67-4-20.3&20.4 (1000 67.-4 20 6 p ) DESI '" SPECIFICATIONS IS PERMISSIBLE WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT/ENGINEER. TOWN BUILDING DEPARTMENT email: akraus im lex artners.com 16 /17 MP.01 HVAC Layouts, Mechanic) and Plumbing Notes @ P P NO WORK SHALL PROCEED UNTIL SUCH DISCREPANCY HAS BEEN RECTIFIED. (OR) c) THEY SHALL HAVE BEEN ACCEPTABLE PRIOR TO THE EFFECTIVE DATE OF THE CODE. 17 /17 E.01 Electrical Layout tax map#: 1000-67-4-20.3, 20.4 PLUMBEn CERTII:ICATtOY irchit'ect; 3. THE ARCHITECT/ENGINEER HAS INDICATED AND ESTIMATED CERTAIN CONDITIONS EITHER NOT 4. ALL MASONRY UNITS SHALL CONFORM TO THE BUILDING CODE. SHOWN OR NOT CONSIDERED RELIABLE ON OLDER DRAWINGS FURNISHED TO THE ARCHITECT, OR 5. THE CONTRACTOR SHALL OBTAIN EQUIPMENT USE PERMITS REQUIRED IN ACCORDANCE WITH a io a/b architects oil LEAD REFO�a ' NOT MEASURABLE DUE TO ABSENCE OF DRAWINGS, OR INACCESSIBLE TO VERIFY IN THE FIELD THE BUILDING CODE. CERTIFICATE or OCCUP�I'IClr" 4190 Main Road PRIOR TO PREPARING THE DRAWINGS. 6. ALL NEW WORK SHALL COMPLY WITH ANSI 117.1 2003 AMERICAN NATIONAL STANDARD -.'Orient NY 11957 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. ,,, 631 323 1426 4. ALL WORK ON THESE DRAWINGS SHALL BE CONSIDERED NEW WORK WHETHER STATED OR NOT, 7. ALL NEW INTERIOR WALL AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD CLASSIFICATION OF DOLD=F USED IN� ��TE� 61mail: glynis@studioabarchiteci:s.com EXCEPT WHERE SPECIFICALLY NOTED AS "EXISTING TO REMAIN". NOT GREATER THAN 200, SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450, AS PER SECTION SUPPLY SYSTEM CAN%Io Tar,R302.9 (NYS RESIDENTIAL CODE). EXCEED 7110 of '{;',1 LC1�D. 6 5. COORDINATION OF ALL WORK UNDER THIS CONTRACT SHALL BE MAINTAINED TO ENSURE THE 8. ALL NEW THERMAL AND SOUND-INSULATING MATERIALS SHALL COMPLY WITH SECTION R302.10(NYS Uv\ QUALITY AND TIMELY COMPLETION OF THE WORK/PROJECT. RESIDENTIAL CODE). 9 THE CONTRACTOR IS RESPONSIBLE FOR FILING APPLICATIONS AND OBTAINING PERMITS FOR 6. THE CONTRACTOR SHALL DISCONNECT AND/OR REMOVE ANY EXISTING PLUMBING, ELECTRICAL SCAFFOLDING,ANY OTHER CONSTRUCTION EQUIPMENT OR PUBLIC PROTECTIVES REQUIRED TO FIXTURES, WIRE CONDUITS, OR OTHER WORK WHICH MIGHT INTERFERE WITH THE WORK OF THIS ENSURE SAFETY OF OPERATION. !G '� CONTRACT. PL.U%4k31�� �dust provide�i�nu�.l� '. ALL PLU, _INIG WASTE d,i:;• !';'' T ZONING: ;�.:. X mid S cn Pe= &WATER LINES NEED COMPLY f"tL CODES OF 7. HE CONTRACTOR SHALL PATCH AND REPAIR ALL DAMAGED OR EXPOSED SURFACES DUE TO � ` � TESTING BEFORE COVERING .� CONTRACT WORK. ALL NEWLY INSTALLED, PATCHED WORK AND ALL AFFECTED AREAS SHALL BE ZONED: R40 FI��Y' r ("✓OTC NEW YOTN STATE&TOWN CODES '•'',. FINISHED SO THAT THE ENTIRE HORIZONTAL OR VERTICAL SURFACE TO THE CLOSEST CORNER IN ��S SE- '•RcS D A ®CCyD:TIOiNS OF ALL FOUR DIRECTIONS MATCHES SCHEDULED CONDITIONS. REQ. EXISTING PROPOSED r�� �!�► �+ �►w.pww .w.r.rs �id.e>„� tE...r4+4 LOT AREA ............................... 40,000 .................... 18,895 .......,........... N/C, AS EXISTING 8. FURNISH ALL NECESSARY NEW MATERIALS AT NO ADDITIONAL COST TO THE CLIENT FOR THE LOT WIDTH ............................... 150 ......................... 153.2 ..................... AS EXISTING FOLLOWING CONDITIONS: c- L�-=---- LOT DEPTH ............................... 175 ......................... 100+/..................... N/C, AS EXISTING ..� a) ANY ALREADY COMPLETED WORK THAT HAS BEEN REMOVED OR DAMAGED IN ORDER TO FRONT YARD, PRIMARY ^k =='' �"-"_^- � ` 'TM ' PERFORM THE CONTRACT WORK. (NONCONFORMING LOT) ..... 35 ........................... 36.02 .................... 36.02 AS EXISTING -� ftylV b) TO FURNISH THE WORK OF THIS CONTRACT IN WORKMANLIKE MANNER. FRONT YARD, SECONDRY ...... 35 ........................... 64.47 .................... 64.47 AS EXISTING �OLDF�� 1 SIDE YARD ` "� Y, 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL (NONCONFORMING LOT) ..... 10 ............... !. WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTIONS AND OFF 36.69 ...................... 36.69 AS EXISTING.. 2 SIDE YARDS ALIGNMENTS ACCORDING TO CODES AND STANDARDS OF GOOD PRACTICE, ELECTRICAL (NONCONFORMING LOT) ..... 25 ........................... 101.20 ................. 101.20 AS EXISTING L. REAR YARD INSPECTION REQUIRED FLOOD�O � ' 8 10. DETAILS NOT SHOWN OR SPECIFIED BUT NECESSARY FOR PROPER AND ACCEPTABLE (NONCONFORMING LDT) ...... 35 ........................... 36.69 ..................... 36.69 AS EXISTING CONSTRUCTION INSTALLATION OR OPERATION OF ANY PART OF THE WORK AS DETERMINED BY CorAPLYMTH CmrmR es CLIENT OR ARCHITECT/ENGINEER SHALL BE INCLUDED IN THE WORK THE SAME WAY AS IF HEREIN FLOOD DAMAGE FREVENTI®',l SPECIFIED OR INDICATED. LIVABLE FLOOR AREA ............ 850 MIN. ................ :OUTHOLD` TOr.71 GOM , WINDOW NOTES: BUILDING AREA....................... HOUSE & DECK .... 1,656.57 ................ 1,656.57 AS EXISTING No. Description Date 11. WHERE MANUFACTURER'S NAMES AND PRODUCT NUMBERS ARE INDICATED ON DRAWINGS, IT COVERAGE ............................... 20% MAX. ............. 8,77% .................. 8.77% AS EXISTING 1. ,ALL WORK IS TO CONFORM TO ALL APPLICABLE REQUIREMENTS OF LOCAL GOVERNING CODES, NYS. N SHALL BE CONSTRUCTED TO MEAN THE ESTABLISHMENT OF QUALITY AND PERFORMANCE HEIGHT IN FEET....................... 35 MAX. ................. 27.1 .................. 27.1 AS EXISTING DEPT, OF LABOR, INDUSTRIAL LABOR CODE, RULE 21, HEALTH CODE, FIRE DEPARTMENT STANDARDS OF SUCH ITEMS. ALL OTHER PRODUCTS MUST BE SUBMITTED TO THE ARCHITECT FOR HEIGHT IN STORY 2 1/2 MAX. ............. 2 1/2 .................. 2 1/2 AS EXISTING REGULATIONS, NBFU AND UTILITY CODES, OSHA CODES AND NYS BUILDING CODES. APPROVAL BEFORE THEY SHALL BE DEEMED EQUAL, GFA .......................................... 3,211.88 MAX. ...... 72..63 1,909.97 2. ALL EXTERIOR WINDOWS TO MEET LARGE MISSILE IMPACT TESTING AND 130 MPH 3 SEC. GUSTS. - 3. SAFETY GLASS REQUIRED IN ACCORDANCE WITH NYSBC SECTIONS 714.2.6, 714.3,AND 2406. 12. FIRE STOPPING SHALL BE INSTALLED AT ALL PENETRATIONS OF FIRE RATED CONSTRUCTION AS 4. ALL CONTINUOUS INTEGRAL PULLS TO HAVE ROUNDED AND SMOOTH EDGES. PER SPECIFICATIONS. 5. INTERIOR WINDOW SILL STOOLS AND APRONS SHALL HAVE CLOSED END CAPS, SAME GAUGE AS STOOLS. +' 13, SIZE OF MASONRY UNITS AND WOOD MEMBERS ON PLANS, BUILDING ELEVATIONS AND SECTIONS ARE SHOWN AS NOMINAL SIZE. S ON PLANS ARE INDICATED FROM SURFACE TO SURFACE BETWEEN WALLS, CODE COMPLIANCE:14. DOOR NOTES: h!!`�IENSiON j' PA,, IONS AND OTHER ITEMS EXCLUSIVE OF FINISHES, UNLESS NOTED OTHERWISE. I.) Use(s)and Occupancy Classification(s): Single Family Residence 1. ALL EXTERIOR DOORS SHALL HAVE A":I;�XIMUM OPENING FORCE OF 8.5 LBS,AS PER ANSI 117.1 2.) Height and Fire Area: .31', 2 stories, as existing; Fire Area n/a - 15. PROVIDE GUARDS, RAILS, FENCES, CATCH PLATFORMS, DECKING, NIGHT LIGHTING, ETC., AS 3.) Type of Construction.Type VB, 2x4(as existing)and 2x6 (addition) platform construction, as existing 2. ALL EXTERIOR DOORS WITH GLAZING TO MEET LARGE MISSILE IMPACT TESTING AND 130 MPH 3 SEC. ' REQUIRED BY THE REGULATING AGENCIES TO PROVIDE ADEQUATE PROTECTION. GUSTS. 4.) Structural Design criteria: Engineered. 3. ALL DOORS TO HAVE SAFETY GLASS IN COMPLIANCE WITH SECTION 2406 (NYSBC). 5.) Framing elements: See Structural Drawings 1h. T:IE CONTRACTOR SHALL KEEP WORK SITE FREE FROM DEBRIS AND ACCUMULATED REFUSE, 6.) Design load calculations: See Structural Drawings _ >i-�' ` ' Al',J'D ALL HAVE SOLE RESPONSIBILITY FOR PROTECTING ALL DANGEROUS AF;EAS FROM ENTRY BY 7.) Glazing protection: Required (Wind Speed 130 mile zone; 0.3 mile (<1 mile)to coast line) MMARY OF WORK ;,.'•,r •; ,;;,' ;1,fi., iJ �i .Ui"HORIZED PARTIES. SITE WILL BE LEFT BROOM CLEAN AT THE END OF EACH WORKING DAY Provide Hurricane resistant rated windows and/or protection panels, as per Window and Door Schedule - - - ' THE•SUMMARY OF WORK SHALL INCLUDE BUT IS NOT LIMITED TO: 8.) Loud paths from roof to foundation: See Structural Drawings "e :., ;,{ !,, ;,,y ,..;,1 ,'• ! 17.THE CONTRACTOR SHALL MAINTAIN FREE AND UNOBSTRUCTED ACCESS FROM ALL SPACES AND 9,) Nailing and/or connection schedule, framing details: See Structural Drawings E �,u..,.., ,., � ., OTHER NOTES: "y4, ti '';. Y'j""'!.'`,';;;,." ' ADJACENT SPACES THE EXTERIOR OF THE BUILDING AT ALL TIMES. 10.)Means of Egress(R310 Emergency Escape& Rescue Openings): See Window Schedule and Floor Plans '': ','!'',:" ;:MEZZANINE LIVING ROOM EXTENSION, EXTENDING TO A PART OF EXISTING UPPER DECK ,:,1`"RARTIAL DEMOLITION OF UPPER DECK 11.)Plumbing riser diagram: new fixtures to be connected to the existing vent 18. THE CONTRACTOR SHALL, UNLESS OTHERWISE PROVIDED IN THE CONTRACT DOCUMENTS, 1. SEE STRUCTURAL DRAWINGS FOR ALL STRUCTURAL NOTES. ,;1`2"INSTALL CMU, FOUNDATION WALLS, TO BE USED FOR STORAGE 12.)Location of fire protection equipment, i.e. smoke alarm: See Electrical Drawings 2. SEE MECHANICAL, ELECTRICAL P.rJO PLUiviBING DRAWINGS FOR RELATED NOTES. '',: r;r'; : "',"''''' '�,'•:';.' `" ' SECURE AND PAY FOR REQUIRED INSPECTIONS, PERMITS , FEES, LICENSE AND INSPECTIONS ' I; ,QUILD,LIVING ROOM EXTENSION O 13.)Truss design drawings with certification: n/a 3. SEE A.XX FOR SUMMARY OF NYS EN�:'.GY CODE REQUIREMENTS NECESSARY FOR THE PROPER EXECUTION OF THE WORK. 14.)Energy calculations t om design professional: n/a(Prescriptive) " ,"'',ll,41ADD PERGOLA OVER UPPER DECK 2, ;SECOND FLOOR MASTER BEDROOM EXTENSION, EXTENDING OVER EXISTING LOWER DECK 19. MINIMALIZATION, SEPARATION,AND RECYCLING OF WASTE ARE ENCOURAGED. ;REPLACE WATER SUPPLY FROM WELL TO PUBLIC. EXISTING WELL SHALL BE KEPT FOR IRRIGATION 20.ADDITIONAL NOTES WHICH ARE APPLICABLE TO THE PROJECT MAY BE FOUND THROUGHOUT THE OTHER REGULATORY REQUIREMENTS: ABBREVIATIONS: USE. CONTRACT DOCUMENTS. Health Department: Not Required.-Numbers of bedrooms are the same AFF ABOVE FINISHED FLOOR INSUL. INSULATION ,'4,' ',REPAIR/REPLACEMET017 EXISTING BUILDING: 21. COPYRIGHT©2022, STUDIOA/BARCHITECTS DEC: Not Required ALUM. ALUMINUMINT. INTERIOR :REPLACE SIDING BOARD DAMAGED BY WATER, CARPENTER BEE, AND/OR OTHER. THE ARCHITECTURAL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STUDIO A/B ARCHITECTS Board of Trustee: Not Required & AND L.F. LINEAR FOOT 4.2 REPLACE DECKING AND DECK RAILING DAMAGED BY WATER, CARPENTER BEE, AND/OR OTHER. AND WERE PREPARED AS AN INSTRUMENT OF SERVICE TO THE OWNER AT HIS/HER REQUEST. THEY Planning Board: Not Required APPROX. APPROXIMATELY L.P. LOW POINT 4,3'PROTECT WATER SUPPLY PIPE AGAINST FREEZING. THERE ARE TWO PROBLEMATIC AREAS: MAY NOT BE DUPLICATED OR USED IN PART OR IN WHOLE FOR ANY OTHER LOCATION, PURPOSE, ZBA: Not Required ARCH. ARCHITECTMAT. MATERIAL THE SUPPLY MAIN, WHICH SHALL BE PROTECTED AS PER DRAWINGS. PROJECT OR OWNER WITHOUT THE EXPRESS, WRITTEN CONSENT OF STUDIO A/B ARCHITECTS. FLOOD ZONE: AEB @ AT MAX. MAXIMUM '`! SOME EXISTING SUPPLY WATER SEEM LIKE RUN IN THE EAST EXTERIOR WALL. CONTRACTOR BLD'G BUILDING MESH. MECHANICAL a!�'' ' '''' '"'..'' " B.O. BOTTOM OF ` MEMB. MEMBRANE liy'',;; ;;;, ;'' SHALL EXAMINE EXISTING PIPE LOCATION(S) RUNNING EXTERIOR WALL, AND RELOCATE THEM '.:'� ` ",' :!,''r OUT OF THE EXISTING WALL(EX. PIPE TO RUN FLOOR TO INSIDE CABINET.) C.I. CAST IRON MIN. MINIMUM ;1 , '•,,; CL CENTER LINE MTD. MOUNTED CLG. CEILING MTL METAL "5:ALL RELATED HEATING &COOLING, PLUMBING AND ELECTRICAL WORK CONTROLLED INSPECTIONS. CLO. CLOSET N.I.C. NOT IN CONTRACT \��ERED A/�o CMU CONCRETE MASONRY UNIT NO. NUMBER �K►Ar '�✓ CONTROLLED INSPECTIONS AND TESTING AS REQUIRED BY THE DOCUMENTS, CLIENT AND THE NYS LOCATION MAP: COL. COLUMN NOM. NOMINAL BUILDING DEPARTMENT CONS. CONCRETE NTS. NOT TO SCALE : a ''iA S'C0 THE OWNER RETAINS THE RIGHT TO INCLUDE OR REMOVE ANY ITEMS ABOVE FROM THE CONTRACT. CONT. CONTINUOUS PLY PLYWOOD THE CONTRACTOR MUST NOTIFY THE ARCHITECT OR ENGINEER FOR CONTROLLED INSPECTIONS AT PROJECT SITE C.J. CONTROL JOINT O.C. ON CENTER LEAST 72 HOURS BEFORE THE SPECIFIC WORK COMMENCES. COR. CORRIDOR R RADIUS 4" CU.FT CUBIC FEET RAIL'G RAILING 9'*` O� -7 CU.YD. CUBIC YARD REINF. REINFORCING pp DET DETAIL R.D. ROOF DRAIN DIA. DIAMETER READ. REQUIRED SITE SAFETY AND PROTECTION NOTES: DIM. DIMENSION RM ROOM DIM DIMMER SF SQUARE FEET 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE SAFETY ISSUES, MEETING ALL JURISDICTIONAL AND OSHA REQUIREMENTS. DR. DOOR SIM. SIMILAR DWG DRAWING SPEC. SPECIFICATION 2. SITE SAFETY PROTECTIONS SHALL INCLUDE, BUT SHALL NOT BE LIMITED TO, EGRESS, SCAFFOLDING, 1 E.J. EXPANSION JOINT S.S. STAINLESS STEEL ' ° ELEV. ELEVATION STD. STANDARD FIRE PROTECTION, TRIP HAZARDS PROTECTION, ETC. THEY SHOULD ADDRESS ANY POTENTIAL INTERACTION BETWEEN THE EXISTING USE, GENERAL PUBLIC AND EXPOSURE TO THE CONSTRUCTION ELEC. ELECTRIC STL. STEEL PROJECT t ' f t k ENT. ENTRY TBD TO BE DETERMINED PROCESS. ' EQ. EQUAL TEL. TELEPHONE Addition to Kraus EQUIP. EQUIPMENT TH. THICKNESS ERV ENERGY RECOVERY VENTILATION T.O. TOP OF Residence EXIST. EXISTING TYP. TYPICAL EXT. EXTERIOR U.O.N. UNLESS OTHERWISE NOTED FF FINISHED FLOOR V.I.F. VERIFY IN FIELD FIN. FINISH OR FINISHED W WIDTH FL. FLOOR W/ WITH FLASH'G FLASHING WD WOOD TITLE SHEET OPTIONS ti I F.P. FIRE PROOFING W.R.B. WATER RESISTIVE BARRIER FT FEET WWF WELDED WIRE FABLIC GA GAUGE THE FOLLOWING ARE OPTIONAL BID ITEMS. PLEASE PROVIDE SEPARATE ESTIMATES ADDING OR •,,i''.,',, SUBTRACTING FROM THE BID PRICE FOR EACH ITEM. THE OWNER WILL DECIDE FINAL INCLUSION OR NOT G. GALVANIZED IN CONTRACT. G.C.C. GENERAL CONTRACTOR r; GL. GLASS GWB GYPSUM WALL BOARD OPTION. 1: � F'`•~ ' •'SASE BID: NEW SIDING, TRIM AND FASCIA: '`�Q H OR HT HEIGHT ' CLEAR WOOD SEALER (OTHER THAN WHERE SPECIFIED DIFFERENTLY) H.P. HIGH POINT 1 HRDWD HARDWOOD � ' Project number 22013 ,.,�:...�.',�.', ,.'.•. . ;.�� `, EXISTING SIDING, TRIM AND FASCIA: STAY AS EXISTING HRV HEAT RECOVERY VENTILATION Date , ,�, , . , , , ,, ,.;, .Y.';:,•. •,,..:: , HVAC HEATING VENTILATING AND 2/21/2023 ' I, ', • ,.,'; •, AIR CONDITIONING Drawn by HA NEW SIDING, TRIM AND FASCIA: STAIN WITH SEMI-TRANSPARENT 'BLACK GAN►TE STAIN. ° EXISTING SIDING, TRIM AND FASCIA: POWER WASH AND APPLY SEMI-TRANSPARENT"BLACK HORZ. HORIZONTAL GRANITE"STAIN. Checked by GB T . 01 ';,��' :;:�'; •,,� �;'• . ' '� scale As indicated All. ,j , {` studio a/b architects 24190 Main Road Orient NY 11 957 STORMWATER RETENTION CALCULATIONS: RAIN GARDEN OVERALL AR EA 631 3231426 ROOF 168 UIEZZANINE ADDITION glynis@studioabarchitects.com 56 SECOND FLOOR ADDITION r' TOTAL IMPERMEABLE SURFACE ADDITION AREA: 224 SQ. FT. APPROX. D/2 X 3 MIN. RAIN GARDEN REQUIRED AREA mailing address: 1 ;. 9 224 SQ.FT. x 2 INCH/hr RAIN = 37.27CUFT PO Box444, Orient, NY 11957 USE 6" DEEP RAIN GARDEN •`'{' 37.27 CUFT/6" =74.54 SF REQUIRED a ' 'WHILE, GROUNDWATER ELEVATION = EL. 1 +/- 11 � 12" DEEP SOIL MEDIA: client: AS PER 1/3 SLOPE p SCREENED TOP SOIL CONSISTS OF USGS MAP OF GROUNDWATER CONDITIONS ON LONG ISLAND, MAXIMUM �_- SAND 35-60% a Allen Kraus NEW YORK IN 2)10 w SILT 30-55% site address: -,t- '' CLAY 10-25% 110 SECOND AVENUE PECONIC, NY 11958 I tel: 718 624 5198 '� I _- FILTER FABLIC email: akra s I I DWELLING u @ mp expartners.com 6" DEPTH DRAINAGE MEDIA: tax map#: 1000-67-4-20.3, 20.4 GRAVEL VACANT I I I I -- — AASHTO M-43. No. 67., 0.25"to 0.75" / _ I — =1 FILTER FABLIC Z UNCOMPACTED {, SUB GRADE '� L__—__----------------- --__ TYPICAL RAIN GARDEN SECTION BURTIS PLACE (BUTRIS AVENUE) 2 Typical Rain Garden Detail Uj N dT ;'tr ; ,;n'I•.f; Q E 68. 7' {�t;ly'�{ ;.', "r;•';' �,' � � 5�36 38'5° �r 1 , — } ,� 11+1 11'II'f, ''' ''.Iq',ti;". 1 u 'I'• 1 U Q O J r4 — r.tr itrY i�y,Jt r{��,I•'r:JS •r,n'f�•'I,"'ti'�i�;�k;,''4�` tl' y.n � -—_ k?Vrt;\.,IN,�;,i:';r,t r�tFr! i.l n.';,�,,,Y [ V'?' (■� I J w ;1 W M W PROP. 6" DEEP RAIN GARDEN Cn 00 REQUIRED AREA: 75 SQ.FT. O OA AREA: 130 SQ.FT. I '\ ADJUST THE FORM TO I EXISTING GRADE AND TREES 36.02' t' 36.49' Ind r ,1 I Z a r J No. Description Date 00 W� p 0- �I 1 > O co A a EXIST. (V O 1 FRAMEr— ' .;,'`i,,;j''''', I; Q 1 O ' HOUSE I °�- Q O � S ,t, ' I - t W PERVIO S 91 i;l p DWAY it PROP. ADDITION O O ' M _ ON EXISTING DECK FOOTPRINT Pi ned hayt z 1 p duri 9 construction ,t SO EXIST. 2-LEVEL W � DECK 6° O z t 3� 3011 I 0.1 50'No TU ,t BUF RF Q O i FER �� t m I P � off, by \ 0j \ t,l Z g � 'r' '6 i ` Q w i `� 00. Ul LL Y.,1t,1 I \ \ 0 I I \ O co Z �5 a'I'�j�alVi.i{+�� .,f'� '';'',L �'�, `' i" •1. \ ` V PROJECT Addition to Kraus ■ (Residence Site Plan l:9t1 Project number 22013 Date 2/21/2023 Drawn by HA Q •' Checked by GB 1 Site Plan t' 1" = 20'-0" t' A. 01 Scale As indicated t' y ', I studio a/b architects 24190 Main Road I Orient, NY 11957 631 3231426 BB B glynis@studioabarchitects.com t,� .a•tr'�,I il,ilr',re ^r'�tr� igr",i'r 4M,th i' p'�y� ' mailing address: 9 }y } 1 , t,��,~ ,,• t '' PO Box444, Orient, NY 11957 i,l{I!�'��1",!�.7`''h;rl.'It. ;Y',i�'j''!;:?;t',�i':r�:`'�'I j:': ,1• � � 1 'wq. - 1 fj a4•rl{r.''`,'.{.';'i, \ y,,4 , ,!, 1, ......_...________, ._ —............._____ - li (l II '1 I 1 l i ff , .. ...... ........ .. ......... .......... __ ii P _ ------ client: r !r , --- _- — = , +, r" '1t tit `,. _ I'•4 Ih 11°,':.f/ Ir 7;, , ,., Il r .. ., .... .......::::::... .::.: _ ii I I li ,�.,. ,' ,, y ' , r . �' __ - Kraus �,li� '4.1 r',r:''N. ,,,i } a �;I`r, y � 's: , ........ .. .. :::: •• - , + ,{ ' I �; •`,r p: .�'� I ................... ._. ._.. ...... .. I I , I i , i i i I I I I rt ,4. ?.. }, i I. site address:dr n It��lr;{ r - - - - - - - II i! II r r _ ' I ! iI !, r!o,a;,•�;,"„ Mai . 1110 SECONDAVENUE PECONIC, NY 11958 ...... .......... .._.___....._ . - ! tel. 718 624 51I i.:.. tom._..' 98 I Ili..............................---................ _ ..__ -L� '// _-- ..... ....---:.:::::.._ - I ! '''i --- _— Il I ( tax map#: 1000-67-4-20.3 20.4 TIMBER PILE FOUNDATION .. .......... � 4 AND GIRDER TO REMAIN, - -- _ ' I I it I I � r , r - .:. ---_.................-- -- I�-�-•�-� i I I iz/I ........... � + F1 i 1 r .._...... _......... ..............._..__...... ................... ............ ........._.............. ..... ..._...__.. _ . .......... i r .. ................ ... . . .... .. . I ,t -- - _ ._. _.. ...... . . t - --- -- - - _ ! it t CUT EXISTING JOIST WHERE ---- - ---__- ---- t - - - --- t EXISTING ON-GRADE NEW CMU WALL TO BE -- ---- I it DECK AND STEPS TO INSTALLED .:::_::.........------....------ - --._.::::_::::.-:_. t _.. .._....._......._.._...................._._.._...... ......_._..--..........._ " DEMOLISHED;.;:__::.;REMAIN _._.._..____ -- - — - - - o _. - - - - - .. ... ......... ..... ... O .. — ..._.__ --..._..__......._............ - .......-...... — _ .. - -...................... - - - - !I iI ' I II z r � ,I 11 it ii' I' ' 4 � 4 4 liiil o i w I I Ili l II 'I it I SEE MEZZANINE y •• ' r ! t r ..................:. a..._...... . : p j II iI ! II ii .:::::::::-:::_.::::::::L. O I DEMOLITION _ — 5 I. i1 ',! II ( I! I i� ;I — �— �— 5 PLAN — _ 5 .......0 _ 5 ° 1 zo li iDECKANDi! zo JOISTSIIIi; POST& CYLINDRICAL POST AND g '''' I !' I! I g DEMOLISHED l I WALL TO BE -a i' DEMOLISHE -' t.r FOUNDATION I GIRDER TO REMOVED w III I� w BE REMOVED 7 0 I l i I I l ! o as t ( END OF JOISTS TO BE SUPPORTED I I I y ' TO NEW WITH 2X6 ACQ ATTACHED ' ' ! ,t -- ........ - - - MASONRYWALL !I ! r rl I III I 'I ' ' I r POST&CYLINDRICAL POST AND =. j DECK TO REMAIN FOUNDATION, AND GIRDER TO I i, GIRDER REMAIN _ No. Description Date TO REMAIN .! I II i III I I. I I III.... .... ... - -- - I I' _..._..::_ I II I I I ! — ____ -.......-..-------_.._.._..._....._.....__.-- __ ..._!_'_::.:a'................_L..lI .................._...- ..._......................... - — , r : r 5 r, r.l , I , , r 8 � I 8 8 8 � A C D E ',,i�., .,,,,,I,,• ,;, ;, ',' �. A C D E A C D E A C D E NO DEMOLITION EXCEPT NOTED 4", ation Level Demolition Plan n First Floor Demolition Plan n Mezznine Floor Demolition Plan n Second Floor Demolition Plan Found 4 1 1'-0" rr _ r Ir rr = r " U rr = 1 rl 1/8 - 1 -0 �`' 1/8 1 -0 Y 1/8 1 -0 Ali. Ip� (.T• �iir, Cr,J�' I it y,,lh4��;•{ ''�,f',�^1:�,',r.t!,,au ,�1;Iy;/,`'',�`i yI ,V'. I r I ,t fir ,,•M1 ,t,l;�. ��,t,�r `rl;,,''' ��,i'47,•'r{1I`r, rr;, u,f 1, ,'1:',,;5', V '� ' rf�1Jt'ilt'.1��.,I{'i1•�:i',':' .'fl; r,�,, i,' 1 ' �F 23787 ' t 0 yE1N'(0 PROJECT Addition to Kraus tt,l Residence M 1t Demolition Plans i.,r�;a,.r,'I ,,', rt,.•a;'a NOTES: 1. ROOFS TO REMAIN EXCEPT WHERE REQUIRED TO BE PATCHED 2. INSTALL SHORING UNDER EXISTING ROOF WHERE WALL TO BE DEMOLISHED Project number 22013 41,t1, 5',{ y,l'r��¢r',,C,r��'' �',�'!:"Ir'k•11' ', 4 3. ALL REMOVED WINDOWS AND DOORS TO BE STORED FOR REUSE aa, !� •' ' t f�� � p � 1 4. ALL DAMAGED OR POOR CONDITION EXTERIOR DECK AND RAILING TO BE REPLACED 2/21/2023 xa,I ate Drawn by HA Checked by GB co �'r'/r'154^,.q�,.�,i�,:",`'r':+t�•�.'�u��'�'t�;r r,T;^'��'''J�`I n'.�;�,!;W'�"I'" i ' c- 4 k ,y r d 101 M A. 02 rr�1, 'rl�r11'I'�`�'rvv�!. 1';PY,. 't,"��;i'r ',il•`r'.l'..� p 0 1' .ti. 11n , Iy 1'-011 or air '••!{>? ' ;,., ,. Scale t studio a/b architects B 24190 Main Road Orient, NY 11957 631 3231426 glynis@studioabarchitects.com LOCATE EXISTING FLOOR INSULATION AND NEW 7 1/4"R30 MINERAL BATT INSULATION, mailing address: SO AS TO SHAFT SHALL BE THERMALLY PO Box 444, Orient, NY 11957 B I PROTECTED FROM EXTERIOR AND SOIL BELOW, BUT BE CONNECTED TO INTERIOR A.06 INSTALL FLOOR HATCH 1 i � client: Allen Kraus site address: 110 SECOND AVENUE PECONIC, NY 11958 1 CONTINUOUSLY SEAL ALL JOINTS tel: 718 624 5198 W/FLEXIBLE SEALANT email: akraus@implexpartners.com Itax map#: 1000-67-4-20.3,20.4 3/4"PLYWD SHEATHING, I EXISTING BLACK PAINTED = FLOOR CONST. ON WRB ON 1/2"SHEATHING (TAPE ON ALL JOINTS) • r, 3 -4 IN. ON 2X4 STUDS @16"O.C. -------- z APPROX. LOCATION OF WATER SUPPLY — — — — — Fir 12 Io0011 FROM UNDERGROUND TO FIRST FLOOR 2 -' A.03 CONTINUOUSLY SEAL BETWEEN WALL AND TERMITE SHIELD W/FLEXIBLE SEALANT TERMITE SHIELD PIPE ENCLOSURE: - 3/4"PLYWD SHEATHING PAINTED BLACK ---ON WRB ON 1/2"SHEATHING MU 8"CMU, FULLY GROUTED, BL ACK PAINTED - - ! iK. -_ I_ I - —_INSTALL 1"RIGID INSULATION ON INTERIOR SIDE ON 2X4 STUDS _ F — - - - L. - - _-- —II — - —_ —.-- - - --- ' a i_-�I_II ( - --- — ! --- - I— - 7 1/4"MINERAL BATT INSULATION ON I= - -- ( - --- ! I !---! Ii- ----! Ii--i — -- - - — -_o- z -II _ - ---' — -2"RAT SLAB ON BACK FILLr i— --- - - --- _ co - -- INSTALL I I ! —I'_ —_I--- --- I PIPE INSULATION - i--WELL WATER HALL B i— WATER SUPPLY_ E REPLACED WITH PUBLIC WATER 3 - — — — --- — -- — -- --- --I - - - - I IL 13'-4" MIN, ! --- - ---- -- (BOTH WAY) No. Description Date Section thru Water Supply Pipe Protection EXISTING PILE FOUNDATION WITH FLOOR GIRDER,TYP. aA.06 I n Shaft 4 A.07 1/2" = 1'-0" ADD ONE STEP, IF REQUIRED AS PER EXISTING GRADE 12"THREAD DEPTH,6"+/-RISE i EXISTING BOARDWALK RE-INSTALL WITHOUT SLOPE O O 6'-0" I 4 =ter-� I 11 1 I I n I I o I II I I � I 1 j II I I I L_ I 2X2 CEDAR HORIZONTAL LATTICE XXXA — — — 5 WOOD SEALER,@ 4 1/2"O.C. , ON VERTICAL 2X4 ACQ @4'O.C. Q _ AK - , Y ON 8"CMU SEALED 2 Storage' 5 1/2" 5 1/2" 5 1/2" zo ' f 8"CMU WALL \ SEALED,TYP. 7 I EXTERIOR INTERIOR EXTERIOR INFERIOR EXTERIOR INFERIOR 0I'-9" _0" r/ '\ \ ��t? ARC 12'-0" '\ ��`�o�PKt AR/�� 0 PROVIDE MIN. 36 SQ.IN. INSULATED I I WALL TYPE 1: WALL TYPE 1.2: WALL TYPE 2: " FLOOD VENT. EXTERIOR: 1X4 CEDAR T&G PANELING, '.EXTERIOR: 1X4 CEDAR T&G PANELING, EXTERIOR: 1X4 CEDAR T&G PANELING, tr�'�3.- �-- VENT OPENING BOTTOM SHALL BE d'� HORIZONTAL,WOOD NATURAL SEALER 3/4 HORIZONTAL,SEMI-TRANSLUCENT WHITE STAIN HORIZONTAL, SEMI-TRANSLUCENT WHITE STAIN o237ZI r NO HIGHER TAN 12"ABOVE ON WRB(SELF ADHESIVE"BLUIE SKIN") 3/4" 3/41' 9lF _t ADJACENT FINISHED GRADE ON 1/2 PLYWOOD SHEATHING 1/2 ON WRB(SELF ADHESIVE BLUE SKIN ) ON WRB(SELF ADHESIVE BLUE SKIN ) , ON 2X6 STUDS @16"O.C. 5 1/2" ON 1/2"PLYWOOD SHEATHING 1/2" ON 1/2"PLYWOOD SHEATHING 1/2" INTERIOR: 1/2"GWB PAINTED 1/2" ON 2X6 STUDS @16"O.C. 5 1/2" ON 2X6 STUDS @16"O.C. 5 1/2" INTERIOR: 1/2"GWB PAINTED 1/2" INTERIOR: CEDAR 1X4 HORIZONTAL PANELING POLYURETHANE ON 3/8"GWB PAINTED 1 1/8" I I ® ® 5 1/2' 5 1/2" 0'-7 3/8" — — — — — — — — — — PROJECT I I Addition to Kraus 3 Residence EXTERIOR (INFERIOR INTERIOR INTERIOR EXTERIOR INFERIOR A c D E Foundation Level Plan WALL TYPE 3: WALL TYPE 4: WALL TYPE 5: 2 EXTERIOR: 1X4 CEDAR T&G PANELING, INTERIOR PARTITION 8"(NOM.)CONCRETE MASONRY UNIT 1 A 08 VERTICAL,WOOD NATURAL SEALER 3/4" (WHERE EXISTING WALL BECAME A PARTITION) SEALER, OR PAINTED A.08 ON WRB(SELF ADHESIVE"BLUE SKIN") 1/2"GWB PAINTED 1/2" ON 1/2"PLYWOOD SHEATHING 1/2" ON 1/2"PLYWOOD SHEATHING 1/2" ON 2X6 STUDS @16"O.C. 5 1/2" ON 2X6 STUDS 5 1/2" INTERIOR: 1/2"GWB PAINTED 1/2" 1/2"GWB PAINTED 1/2" Project number 22013 Date 2121/2023 Drawn by HA Q co Checked by GB 'N ti n "1/4 oundation Level Plan Wall Types 1/4" = 1'411 3 1" = 1'-0" N A . 03 0 Scale As indicated lyt ''I. !,.1- ' I' ,r, �1Y1 i1 , , I ', 4 I I t "''".' '',_;'1'I.i1':,'".� I,?'."�f' �"",`f'.!,°r'�I"', r y,,, r',,.Y''; 'I {'; studio a/b architects ,Y r, '," , ( , q,{,, : ,, , I LI ?IIII \1111=711 I\\ I 1 //1=11 E?II _______((2 )) 4'Y,. '"'i tlt l,,,r,', yt':fil, 'r: .,,r.l'1..',,` 1 I N"#, ;Ii 4 11'''V", ''.r^.,�,' �;'', Oren, NY 1 Road 14,.;fi,1 l ( mf 'I' 11 ,'It i 631 3231426 , I ',.,,,�,,+;1' '''' '.,' 'II;d',:a''';`'j', ".^,: ects.com A Y �;'I{•� r ;(t . ) '' i gyms studioabarchit i k.;',i-'t, F,,j :;:'�;� .; t., , mailing address: .11�e�41,'1 �,,,"''' v1,; '1,'' I,r, ,i'- ,; Y ' `vty0",r l ^'( ,,.h, ,, /,, 1' ,y PO Box444, Orient, NY 11957 11, I N{ client: ® t , 1 a, ,''' �, 'I `y'ri 1' ( ,, ,I a t„ 9, ' i tli 'I'I f,.I'(I 1' 1 f'',t 1 4, +' 1 I �Y�a f,jty ,1„;", t}i (, i.'t ir. t :,, A, t i I. . �1's 14. � ' ' a 1 ,J r ,yq5 t,:;,i'';;r" r. „C,,1.. }.. r ,.,, , B en Kraus j5Iptyt"!, i�'"'i?K''�1,r1`r{, .r,' ,":•,. .f I E Site address: (-�'Yl4�;:;{t;1',,';'„ "' ,';•, ' A.06 A.06 110 SECOND AVENUE PECONIC, NY 11958 "''1i 1 '� i41 tel: 718 624 5198 ,"•',•' 1 email: akraus@implexpartners.com t"„' 1;, ; J ";{.( I, , tax map#: 1000-67-4-20.3, 20.4 1J1, ;, 1 - - - - - - - - - - - - - - - - - , � 1 1 1 , +, ''' " ;"," •, , . . 1.;( , .. ............._.............._..._—........................._._._........____......_-...................-------........... ,'t , ......................____ ....__...........................__..... ................._..._.- ._._....... i,' , ................ _.._—.........._........._._............-----'------------._.. 1, _.......__._..._... ........................................— ................................._....._. .—_..........._._.............---------. .. ...... , _.....__...-- — _...._............_........... —............_.._..__........................._.._.. .J''. ,. 1 Bathroom..._.... -Utility/ Mech..........-- .._............ .... 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I _ — .. . ........,. .._. _.. .... a....... ... - :�..?',',� 'I I „r I;. _........_. ....................._..........—......................__.._._........__...................---....._I....a....a...........---- -� --EXISTING WALL PARTIALLY EXISTING FIXED WINDOW it,�'.Ial i.1 ,,,�',•'.i ,,,,, . .,� tiw..� ..........._....._._.......__._.._.._._............_..........._____.........................._..._............................_.._. ......................_......_............-__... „__ -_. ---__ -...__ _..__.-__--- -_..-- 1 d, , .. : .._..... ......... tr r r ,� �, e .1,, '�'1.'.", ...... ..................... .... ....................................................... ... ,i 1, •!..I :' 6 ' � 31 61, .............. .. ..............................._........._._...................................... Y, !I.i t._'' , 1'i,'4 ',;:I, ,' ........I...................... ........................................ . I , __ li,a i ' I U - -- — - i , _ d h i{J w!'I . . d Y .. .... ........ t I I z w - - 6 3 1 2 a;'Y; - -- -'--------- I z ",I o � 5 i, , I,: 1 - - - - a � ...... -- ..................... -------- - - - - - I a i'1', _ -a 1 ...... .....I................ I .,r , , I 1.,, 'r ' -:--—'- ,.r , y,.. N >,;t,.l ..,r .- - -------- - - - — I I , r r p,Y, , 1 , 2 - " Sto a e• r -„ , •.• 9 ,' A.09 00 • . .SEE FOUNDATION LEVEL PLAN: A.09 O __....-I........I..._'-_.- __-__- ... '.:-_' ,,,�I , r ,. . .. ........... . . , , .�, - - - - - . ..... .... ........ ... ....... f Q�5 ` ( 7 �Mi �E��A � 'i 7 Lower Deck 7 �� n'�'� O I -Y 0'-91, 12'-0" 1'-0" i I , I I ,•� Ira Y. ' <' '`' j I C ,� II . ® ® 1 !R 4/a7 O .G' i iI - I REMAINED EXISTING DECK 1i o ii j i:ll,'i` ' I I ,I,'{,I, ; ; iA.10i j ,II'i" , j ','`' ( I PROJECT '# ',,, i NEW4X4CEDARPOST ddition to Kraus ,,r` FOR PERGOLA I ! 1 u' 'r + r` . r 1 , '.,J/,,' ® ® , i i 1 ; Residence ! '� ' _ .I 1 1 1. ! _I _I. i.r I-. 1 I.__ l l ___�___ _ -___ __._ r - _ - - - - - ,' r ' 'I r,ti, '''I, .,'i,,'.,,'la, I 1'- 10 1/ " 1'- 10 1/21r ;,;11.I ''' 13'-9" 3'-3" I 11'-0" , I, 11.,' 3 ',{ �,;: �;; ":, i rst oor and ;,,,� rl �I'1 I1 '' , , ' ,1,r1 ,, r j', a ,,'I I1 1 1� '1 1 1 , I' ',,i' , , ( A.06 'tii,C 1,11",„ „'i, A.o6 Mezzanine Floor Plan A, AC D E+1�,A; w,J'r r'd t ,';r r ,, �'', fff(i�'}i• 'hitr'1 ri(,1'', °rt tag• ''c:kl'a r"'>�i.'i:'�' li A C D E i ' 2 Pro'ect number Y 4Nj,' 22013 1rs-^�..;'{,t;''f,',' 't" n,,°,r'l.q' ' NO,CHANGE ON THIS LEVEL OTHER THAN 1 it Iw;{ ; 1 (l , , �,' P',� STORAGE (SHOW TOP OF) ON FOUNDATION LEVEL A'08 1 Ill '.�1'It I kr''(, r, i, `''1 A.08 ,' 11 A.08 ate /21/2023 °" Mezzanine Floor v HA .Iy(,,,ait,:" ,' ,r'' -+,'' '''::c: 'r l'`° } 1; First Floor and Foundation Level Plan 2 Drawn b q.�I ,"' I+F,'?;" !(;' ".. ,,',,'.',I>; ,' _ = Checked by GB of "iil; .,� I'�' 1/4" 1'-0" 1/411 1(_0rr � 't/ .'r 1 , ' n I r' � 4.") f 5 't i t 1,' I - 11 4,;,1i 1 ' I " F t ,, II 1. , " , I "it t1';�iJ'v 1',"„'III' e Y V%"' ,t.� , a 1 1/4" = 1'-011 lh`d 4 a "r : { i`ir tw , ` ' Scale ,,I ,1',;' •" „ ' 4'-_ ., . ' Paint Types st udio a/b architects Paint Product 24190 Main Road A- 05 Q Type Application Hue 1st Coat Fnish Coat Color Orient, NY 11957 631 3231426 A Interior Gypsum Wallboard Latex Flat 2 or 3 coats Benjamine Moore Regal Select Interior Paint-FlatFlat(547) Super White glynis@studioabarchitects.com B Interior Wood Painted Latex Semi-Gloss Benjamin Moore Fresh Start®Multi-Purpose Latex Primer(N023)or Fresh Start@ High-Hiding 1 or 2 coats Regal@ Select Premium Super White mailing address: All Purpose Primer(K046) Interior Paint& Primer, Semi-Gloss PO Box 444 O Finish: 1 or 2 coats Regal@ Select Premium Interior Paint& Primer, (551) Orient, NY 11957 Semi-Gloss(K551) C Interior Wood Clear Finish Bio-base polyurethane Matte 2 or 3 coats Ecoprocote Eco-TuffT"" Clear Wood Finish by Eco Safety Products Clear (www.ecosafetyproducts.com, 877 366 7547) C alt. Interior Wood Clear Finish Water Base Polyurethane, Flat 2 or 3 coats Benjamine Moore Stays Clear@ Acrylic Polyurethane 425 Clear client: +;''•';;;'', B D Exterior and Interior Wood Clear Finish, UV protective for Windows and Bio-base polyurethane Satin 2 or 3 coats Ecoprocote Eco-TuffT"^ Clear Wood Finish by Eco Safety Products Clear Doors (www.ecosafetyproducts.com, 877 366 7547) Allen Kraus A.06 D alt. Exterior and Interior Wood Clear Finish, UV protective for Windows and Water Base Polyurethane, gloss, 2 or 3 coats Minwax Water Based Helmsman@ Spar Urethane Clear site address: Doors semi-gloss, or satin 110 SECOND AVENUE PECONIC NY 11958 E Interior Wood Clear Finish on Floor Bio-base polyurethane Satin 2 or 3 coats Ecoprocote Eco-Tuff Polyurethane Clear Coating b Eco Safe Products P Y p Y 9 Y Safety Clear tel: 718 624 5198 t 'i�`° ;.•", (www.ecosafetyproducts.com, 877 366 7547) email: akraus@implexpartners.com r ;,' I 24 -0 ` ', ", 'x° ' "'''', ''' E alt. Interior Wood Clear Finish on Floor Water Base Polyurethane, Low Lustre 2 or 3 coats Benjamine Moore Stays Clear@ Acrylic Polyurethane 423 Y 1 Y rY• Y Clear }� `''''' I' `';"` •'' "` F Exterior and Interior Wood Stained Bio-Based Stain Ecoprocote TimberSoy Wood Stain Facto Tined, b Eco Safety Products tax map#: 1000-67-4-20.3, 20.4 P Y Factory Y 7 T.B.D. (www.ecosafetyproducts.com, 877 366 7547) G Exterior Wood Wall and Deck Sealer Bio-base Clear Sealer, No Sheen Ecoprocote Acri-Soy by Eco Safety Products(www.ecosafetyproducts.com, 877 366 7547) Natural C, i� ;• r H Exterior Masonry, concrete wall Sealer Bio-base Clear Sealer, No Sheen Ecoprocote Acri Soy by Eco Safety Products(www.ecosafetyproducts.com, 877 366 7547) I Exterior Masonry, Stained Bio-Based Stain/sealer Ecoprocote SoyCrete Concrete Stain &Sealer Facto Tinted, b Eco Safe Products (www.ecosafetyproducts.com, 877 366 7547) }�� � Factory Y �7 Ne Y l I I II r Exterior Wood, Painted Low Lustre 1 coat Regal@ Select Exterior Paint-MoorGard@ Low Lustre Finish (103) 1 or 2 coats Regal@ Select Exterior 7 Paint-MoorGard@ Low Lustre Finish (W103) r' P I I i t ,r01 1 r orr Be r 0 1 ;r�'`4 I� i,11 t r, 1'•P, ! ,;'; ', 4' f{ - i i I I ; I ! I I i I i i I �— �� Room Finish Schedule tia ;I i 4 Finish Room# Room Name Floor Base Trim Wall Ceiling Comments }y war,P + I II ';`P,�•y"-e 'I I r,,;. '•, ,;, •I I I '',,, ADD 1 Living Room Maple Flooring, Clear Fin. 1x1, painted 1x2 painted (Type B); GWB wrapped 1/2"GVd6 painted (Type A); Partially, 1/2 GWB Painted (Type A) Extension (Type E) (Type B) & painted (Type A) 1x4 T&G V-Grooved Cedar horizontal All i i paneling, clear fin. (Type C) 'N sit•/'; `' ' "` ' '''` ' ' 2 ! I T ADD 2 Bedroom Maple Flooring, Clear Fin. 1x1 painted 1x2 painted (Type B); GWB wrapped 1/2" GWB painted (Type A Partially, 1/2"GWB Painted (Type A I i l I Extension (Type E) (Type B) &painted (Type A) 1 x4 T&G V-Grooved Cedar horizontal paneling, clear fin. (Type C) 11"t i - ,f�, o Exterior Finish Schedule ,t. Location Construction Exterior Finish Color Notes New Roof Asphalt Shingles match existing match existing New Fascia 1 x6 Cedar Clear Sealed, or Stained, same as wall Clear, "Black Granite"or"White" Paint Type G, Ecoprocote Acri-Soy, or ,;► ' Semi-Transparent Stain, Same as wall Type F, Ecoprocote TimberSoy Wood Stain, Factory Tinted No• Description Date I� t ' 3 — — — — Up ! ! New Wall, except where stain is specified 1x4 T&G V-grooved Horizontal or Vertical Siding Clear Sealed Clear Paint Type G Ecoprocote Acri-So «. aI �/, tUd j Yp p Y (Base Bid) ' ( I New Wall, except where stain is specified 1x4 T&G V-grooved Horizontal or Vertical Siding Stained "Black Granite" Semi-Transparent Stain Paint Type F, Ecoprocote TimberSoy (OPTION 1) Wood Stain, Factory Tinted t ! ! ! New and Existing Wall, where Stain is 1x4 T&G V grooved Horizontal or Vertical Siding Stained (New), Pressure washed and Stained "White"Semi-Transparent Stain Paint Type F, Ecoprocote TimberSoy i ! I specified (Existing) Wood Stain, Factory Tinted"White" 11 11 "White" New Trim 2x2 Cedar(siding wall); 1x4Cedar(CMU wall) Sealed or Stained, same as wall Clear, Black Granite or White Paint Type G, Ecoprocote Acri-Soy, or �'_ Semi-Transparent Stain, Same as wall Type F, Ecoprocote TimberSoy Wood Stain, Factory Tinted / C' Existing Wall, Trim, and Fascia to remain Existing, repair/replace as needed. Remain as existing Re air and/or Replace damaged areas 1 ! r 9 919 p p g 'P - ,. I I � Base Bid M ( ) i ADD LIFT-UP DOOR Existing Wall, Trim, and Fascia to remain Existing, repair/replace as needed. Pressure washed, and Stained "Black Granite" Semi-Transparent Stain Paint Type F, Ecoprocote TimberSoy ON EXISTING I (OPTION 1) Wood Stain, Factory Tinted Black OPENING I Granite" " n u SEE MEZZANINE PLAN New Wall around Water Pipe Shaft 3/4 Plywood sheathing on 2x4 frame Stained Black Granite Semi-Transparent Stain Paint Type F, Ecoprocote TimberSoy I' Wood Stain, Factory Tinted New Lattice on CMU wall 2x2 Cedar Clear Sealed Clear Paint Type G, Ecoprocote Acri-Soy VolS g e r New Soffit under Addition floor 1/2"AC Plywood Stained "Black Granite"Semi-Transparent Stain Paint Type F, Ecoprocote TimberSoy Wood Stain, Factory Tinted I'd ^ — j I Existing Deck Existing, repair/replace as needed. Pressure washed, apply Clear Sealer Clear Paint Type G, Ecoprocote Acri-Soy `+ ! i x Existing Deck Railing Existing, repair/replace as needed. Pressure washed, apply Clear Sealer Clear Paint Type G, Ecoprocote Acri-Soy W New Pergola Column 4x4 Cedar, sealed Clear Paint Type G, Ecoprocote Acri-Soy 9': A.10 T I �O New Pergola Pergola Slots 2x8 Cedar, sealed Clear Paint Type G, Ecoprocote Acri-Soy New Foundation Wall CMU Stained "Black Granite"Semi-Transparent Stain Paint Type I, Ecoprocote SoyCrete ;t i 1 A.07 21 I Concrete Stain &Sealer, Factory Tinted 5 INTERIOR FINISH NOTES: 1. ALL NEW INTERIOR WALL AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD CLASSIFICATION OF NOT GREATER THAN 200, SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450, AS PER SECTION R315 (NYS RESIDENTIAL CODE). >,iYa CV � ' Bed 0 0 2. IF REQUIRED, PROVIDE FINISH SAMPLES ON THE SPECIFIED MATERIALS. e sib EXTERIOR FINISH NOTES: A.09 I o 1. CONTRACTOR SHALL EXAMINE EXISTING CONDITION OF SIDING, DECKING AND RAILING. WHERE WATER, CARPENTER BEE, AND/OR OTHER DAMAGES ARE.FOUND, REPAIR AND/OR REPLACE AS NEEDED. 6 2. PROVIDE STAIN FINISH COLOR SAMPLES ON THE SPECIFIED MATERIALS,WHEN STAIN OPTION IS SELECTED. �`i' MANUFACTURERS: ECO SAFETY PRODUCTS (www.ecosafetyproducts,com, 877 366 7547) _C_ .D C7 tip ./' {• " 41, •.I�f�V"j,1, 1 1' 'I P", '}:.,' ,,.' � !! 13'-9" T-3" 11'-0" Insulation Schedule z.,8. � d" insulation# Construction � . :•3'I'' I ;, ` ',,I'1 Material Thickness, R value Note .` P 1 Roof/Ceiling Hybrid, Closed Cell Spray Foam Insulation plus Mineral Wool Batt 3" R19 Spray Foam +7 1/4" R30 Batt, No Roof vent required ,; t o Insulation between rafters total R=49 2 Exterior 2x6 Walls Mineral Wool Batt Insulation between studs 5 1/2"R23 3 Floor above unconditioned space Mineral Wool Batt Insulation between Joists 7 1/4", R30 p 4 Shim space around window and door Fill all along the shim space with flexible spray foam insulation Door Schedule PROJECTAddition to Kraus Door# Room DoorType Dim w x h Product Finish Frame and Trim Lock Set Handle Note 'i I� 1 Storage Hinged Double 60"X 76" Therma Thru S100 Granite Endra Products, ore Keyed Ent Schla eBroadwa Lever Keyed Ent Lock Satin Nickel custom height Residence C8 9 9 q Y Entry 9 Y Y Entry Door,Fiberglass Flush F51 BRW 619 g 2 Living Room Sliding Patio Door 95 114"x82 3/8" Reuse Existing, Andersen 400 Existing Extension FWG80611 Second Floor Plan and a' A.06 Window Schedule Schedules Window # Window Type Product Dimentions W x H R.O. Finish Glazing Sill Height Siil H Head H Comments 1 3-Layered Awning (3)-Andersen 400 AX61 5'-11 7/8"x 2W 1/2" 6'-0 3/8"x 7'- 11 1/8" Exterior white, Interior Pine(clear Low-E4 <varies> 2'- 10 3/4" 10'-9 3/8" Classic Stone handle,w/screen, 1 set (each) coated on site) Hurricane Panel shall be provided Project number 22013 r A.08 2 2-Layered Awning (2)-Andersen 400 AX61 5'-11 7/8"x 2'-7 1/2" 6'-0 3/8"x 5'-3 1/16" Exterior white, Interior Pine (clear Low-E4 <varies> 2'-10 3/4" 8'- 1 13/16" Classic Stone handle,w/screen, set (each) coated on site) Hurricane Panel shall be provided Date 2/21/2023 3 Casement Andersen 400 CW145 2'4 3/8"X 4'-4 13/16" 2'-4 7/8"x 4'-5 3/8" Exterior white, Interior Pine(clear Low-E4, Stormwatch 2'-7 3/16" 2'-7"+/-(Align with T-0"+/-(Align with Classic Stone handle,w/screen Q n Second Floor Plan coated on site) existing) existing) Drawn by HA ' •' � ' 1/4tt __ 11 oft 4 Awning Reuse Existing,Andersen 4'-0"x 4'-0" 4'-0 1/2"x 4'-0 1/2" 2'-6" 2'-6" (or same as 6'-6" (or same as Existing Checked by BG ri 400 AP42 existing) existing) o ,;'',',,•, ° , 5 Awning Andersen 400 A351 3'-4 13/16"X 2'-2 1/8" 3'-5 3/8"x 2'-0 5/8" Exterior and Interior Black Low-E4, Stormwatch 3'-6" 3'-6" 5'-6 1/8" Classic Stone handle,w/screen r, rd;',I'', ,• o scale As indicated Yt41j ', 1 , Y , ,rtl' 1 h, +'�+, {.,,, ,.;,.',, .• ',r,,:• , , W 3 studio- a architects LL Z (� E 2 2 C� gz 1 C> a A.08 4 5 6 7 8 Orient, NY 11957 A.03 24190 Main Road m ( A.08 631 3231426 �• X glynis@studioabarchitects.com + Ct U) LU LL. I-_ Q I 2 mailing address: A.09 PO Box 444, Orient, NY 11957 , , , r 'ip''.�:,",�,,;;r,;r',, ,;; ,:'.y;.'r" `,• . ' EXISTING ROOF I I I ASPHALT SHINGLES ' EXISTING SIDING TO REMAIN I I I — NEW ROOF ASPHALT SHINGLES client: �,� ;�`' , `,., .': ,. ,. OPTIONALLY(OPTION 1): ! TO MATCH EXISTING , Allen Kraus r POWER WASHED AND STAINED SEMI- ,' 't TRANSPARENT"BLACK GRANITE". EXISTING 2FL EXTENSION NEW PERGOLA site address: FASCIA AND TRIM FOLLOW THE WALL MEZZANINE EXTENSION 110 SECOND AVENUE PECONIC, NY 11958 tel: 718 624 5198 { us@�mplexpartners.com ' tax map#: 1000-67-4-20.3, 20.4 Ti I, EXISTING SIDING TO REMAIN OPTIONALLY(OPTION 1): POWER WASHED AND APPLY + CLEAR SEALER NEW CEDAR 4X4 POST, EXISTING RAILING WOOD SEALER F- : REPAIR AS NEEDED Second Floor U_ — — — — — _ _ _ — APPLY WOOD SEALER Second Floor _ 22' - Orr EXISTING COLUMN U OPTION 1): N Z O ( o ;;�•.,' POWER WASHED AND 'STAINED SEMI- 'TRANSPARENT"BLACK ,G RAN ITE". Mezzanine Floor_ _ _ — — — — _ MezzanineFloor EXISTING RAILING EXISTING_ REPAIR AS NEEDED k t EXISTING RAILING WOOD APPLY WOOD SEALER LL REPAIR AS NEEDED SIDING APPLY WOOD SEALE I ' First Floor — First Floor •';r. - Oil — — — 121 Orr No. Description Date EXISTING 6X6 ACQ I— �ECI -COLUMN lip, ,, a , ; , r.'• , — — — — — — — — — r9'r'1�4'�, 'i'.:I;f. h4n�t�' ','.i;i'i.jt'I,`• 1 `tti�l'`�,,!'I vi 1,''f f,,uf,,^�f 1 ,':;+'1,',,''t 4'•i� I j ---�_._____—_ EXISTING RAILING NEW 1X4 CEDAR T&G V-GROOVED NO CHANGE ON THIS REPAIR AS NEEDED HORIZONTAL SIDING, WOOD SEALER ;,.;'",yrt;',;;,, '; °"' F ELEVATION APPLY WOOD SEALER IF EXISTING WALL BESIDE TO BE STAINED (OPTION 1), East Elevation THEN STAIN TO MATCH North Elevation 11 1/4" = 1'-011 EXISTING 1X4 CEDAR T&G V-GROOVED SIDING, NEW 2X2 CEDAR HORIZONTAL LATTICE @4 1/2"O.C. OPTIONALLY(OPTION 1), POWER WASHED AND WOOD SEALER ��tail',"�' 1��'�Ii''!,'�'°'`'nN 'r�'''`;�r�i•� ' � I n n I n STAINED SEMI-TRANSPARENT BLACK GRANITE". ON 2X4 ACQ @4 0 O.C. FASCIA AND TRIM FINISH SAME AS WALL ON CMU STAIN/SEALER APPLIED 01. jv, EXISTING ROOF ',�,I ;• I I I I I EXISTING VERTICAL SIDING WALL, TRIM & FASCIA STAINED (WHITE) NEW FASCIA 1X6 CEDAR TO 2'-4 1/2" 10'-0" 2'-7 1/2" MATCH EXISTING, FINISH SAME AS WALL, TYP. Exterior Finish Schedule NEW PERGOLA ����RED q� Location Construction Exterior Finish Color Notes C� C, 2X8 CEDAR @16"O.C. -� NEW TRIM 2X2 CEDAR TO Ki A9ir �i, MATCH EXISTING, FINISH SAME +''•' New Roof Asphalt Shingles match existing match existing NEW PERGOLA POST p g g g AS WALL, TYP. �. New Fascia 1 x6 Cedar Clear Sealed, or Stained, same as wall Clear, Black Granite"or White" Paint Type G, Ecoprocote Acri-Soy,or f 4X4 CEDAR Semi-Transparent Stain, Same as wall Type F, Ecoprocote TimberSoy Wood CLEAR SEALER NEW WALL Stain, Factory Tinted „`a,`.•'~;. ; 1X4 CEDAR T&G V-GROOVED HORIZONTAL SIDING WOOD CLEAR SEALER, OR OPTIONALLY(OPTION 1) New Wall, except where stain is specified lx4 T&G V-grooved Horizontal or Vertical Siding Clear Sealed Clear Paint Type G, Ecoprocote Acri-Soy I j (Base Bid) STAINED SEMI TRANSPARENT"BLACK GRANITE" New Wall,except where stain is specified 1x4 T&G V-grooved Horizontal or Vertical Siding Stained "Black Granite" Semi-Transparent Stain Paint Type F, Ecoprocote TimberSoy (OPTION 1) Wood Stain, Factory Tinted New and Existing Wall where Stain is 1x4 T&G V- rooved Horizontal or Vertical Siding Stained New Pressure washed and Stained "White"Semi-Transparent Stain Paint Type F Ecoprocote ocote TimberSoy EXISTING RAILING REPAIR AS REQUIRED, POWER 9 9 9 (New), p be So I QU O R Yp 1 P Y WASHED, CLEAR SEALER specified (Existing) Wood Stain, Factory Tinted"White" New Trim 2x2 Cedar(siding wall 1x4Cedar CMU wall Sealed or Stained, same as wall Clear, "Black Granite"or"White" Paint Type G, Ecoprocote Acri-Soy, or Second Floor Semi-Transparent Stain, Same as wall Type F, Ecoprocote TimberSoy Wood Stain, Factory Tinted ' INSTALL 4X4 EXISTING 1X4 CEDAR T&G V-GROOVED SIDING, Existing Wall, Trim, and Fascia to remain Existing, repair/replace as needed. Remain as existing Repair and/or Replace damaged areas PROJECT (Base Bid) y CEDAR KNEE C�D - OPTIONALLY OPTION 1), POWER WASHED STAINED SEMI- BRACE TRANSPARENT"BLACK GRANITE". Existing Wall, Trim, and Fascia to remain Existing, repair/replace as needed. Pressure washed, and Stained 'Black Granite" Semi-Transparent Stain Paint Type F, Ecoprocote TimberSoy Addition to Kraus ,.e, FASCIA AND TRIM FINISH SAME AS WALL (OPTION 1) Wood Stain, Factory Tinted"Black ' Granite" Residence ';'+;'•:"^ EXISTING 6X6 COLUMN, CLEAR SEALER New Wall around Water Pipe Shaft 3/4" Plywood sheathing on 2x4 frame Stained "Black Granite" Semi-Transparent Stain Paint Type F, Ecoprocote TimberSoy Mezzanine Floor Wood Stain, Factory Tinted — New Lattice on CMU wall 2x2 Cedar Clear Sealed Clear Paint Type G, Ecoprocote Acri-Soy t' 16 8 Y EXISTING RAILING, REPAIR AS REQUIRED, POWER New Soffit under Addition floor 1/2"AC Plywood Stained "Black Granite"Semi-Transparent Stain Paint Type F Ecoprocote TimberSoy „ WASHED, CLEAR SEALER Wood Stain, Factory Tinted Ll1 o m Existing Deck Existing, repair/replace as needed. Pressure washed, apply Clear Sealer Clear Paint Type G, Ecoprocote Acri-Soy Elevations 1 INSTALL 4X4 O Existing Deck RailingExistin re air/re lace as needed. Pressure washed, apply Clear Sealer Clear Paint T e G, Eco rocote Acri-So ;it,l"`'!i r; ',.,! "Ir, a:,c.;,', ,.;•,. 1 'ACQ KNEE New Pergola Column p p 4x4 Cedar, sealed pp y Clear yp p •, ,.,,a , • „{", r BRACE Y Paint Type G, Ecoprocote Acri-Soy First Floor_ New Pergola Pergola Slots 2x8 Cedar, sealed Clear Paint Type G, Ecoprocote Acri-Soy " 12' - 0" New Foundation Wall CMU Stained "Black Granite"Semi-Transparent Stain Paint Type I, Ecoprocote SoyCrete t .1.4.4 ililhi e M W 1 I — ;1,1;' .NEW CMU WALL 'STAINED Concrete Stain &Sealer, Factory Tinted Project number 22013 ''� `'` ' '_Storage Level I I I r , EXISTING DECK EXTERIOR FINISH NOTES: Date 2/21/2023 1. CONTRACTOR SHALL EXAMINE EXISTING CONDITION OF SIDING, DECKING AND RAILING, WHERE WATER, CARPENTER BEE, ,4�,t,.. , , Drawn b Q ' '`"' ' AIVD/OR OTHER DAMAGES ARE FOUND, REPAIR AND/OR REPLACE AS NEEDED. Y HA w'�"�,i;i;,{;{,'''�"',;• T: s.,:'';:;..•:: 1 2. PROVIDE STAIN FINISH COLOR SAMPLES ON THE SPECIFIED MATERIALS, WHEN STAIN OPTION IS SELECTED. "' EXISTING DECK Checked by GB &i I COLUMN, TYP. 77 o MANUFACTURERS: t{, ;; ECO SAFETY PRODUCTS (www.ecosafetyproducts.com, 877 366 7547) co N �' West Elevation (N +' '.',r'' 3A. 06 1/4" = 1'-Orr a Scale As indicated 0 ' studio a/b architects 24190 Main Road p Orient NY 11957 7 6 5 4 4 5 6 7 NEW ROTOSHINGLES TO 8 631 3231426 ASPglynis@studioabarchitects.com MATCH EXISTING NEW FASCIA 1X6 CEDAR mailing address: SAME FINISH AS WALL 2 NEW FASCIA 1X6 CEDAR PO Box 444, Orient, NY 11957 EXISTING EXISTING 2FL EXTENSION SAME AS WALL A.09 ROOF '. NEW 1X4 CEDAR T&G V-GROOVED NEW TRIM EXISTING(FASCIA I 2 I I HORIZONTAL SIDING, SEMI-TRANSPARENT"WHITE" .. ,. 2X2 CEDAR, STAINED (WHITE) SAME AS WALL A.09 STAINED client: STYLE TO MATCH EXISTING Allen Kraus EXISTING WALL site addres s: 1X4 T&G V-GROOVED 110 SECOND AVENUE PECONIC, NY 11958 HORIZONTAL SIDING, tel: 718 624 5198 POWER WASHED, email: akraus@implexpartners.com �:�,,,:� ','• '',� � STAINED•; (WHITE) tax ma #: , { „ p 1000-67-4-20.3, 20.4 t '{ I,!•11 a t,„r�ti y ';'� 1 t i \ NEW WALL to ti <; „ti ; ;., GROOVED EXISTING RAILING WALL NEW PERGOLA& \\ HORIZONTAL SIDING, lrj",�":?" 'REPAIR AS NEEDED, POWER PERGOLA POST ( STAINED (WHITE) UVASWED;AND STAINED SEMI- SPARE NIT",WHITE". 0 \\ Second Floor - off _ — — — — — — — — — — — — — Secon22 Io0Or i \ EXISTING RAILING t 4 { Y / EXISTING 6X6 COLUMN ' 'PXISTING RAILING — _ _ _ _ _ REPAIR AS NEEDED kEPAIR AS NEEDED — _ __ __ POWER WASHED, APPLY WASHED,APPLY _ _ _ —_ I — _ _ — WOOD SEALER ":.,";'WOOD SEALER rkMezzanine Floor Mezzanine 16' - 8" — — — — — — — — — — pFl000r v{ ;„ 11 -7 First Floor _ — — — — — — — — — — �V 12' - 0" First Floor 12' 0" ol No. Description Date ' Mezzanine Extension South Elevation n Second Floor Extension North Elevation FOR INTERIOR SIDE OF THE DECK RAILING ELEVATIONS SEE INTERIOR ELEVATIONS 2 2 A.09 A.03 7 6 5 4 +; NEW FASCIA 1X6 CEDAR SAME FINISH AS WALL EXISTING FASCIA I EXISTING TRIM SAME FINISH AS WALL SAME FINISH AS WALL NEW WINDOW EXISTING 1X4 CEDAR T&G V-GROOVED VERTICAL REPEATING EXISTING I SIDING TO REMAIN, OPTIONALLY(OPTION 1), POWER WASHED AND STAINED SEMI-TRANSPARENT"BLACK GRANITE". ' FASCIA AND TRIM FINISH SAME AS WALL 2FL EXTENSION I EXISTING "'IVEiN 1'X4 CEDAR T&G V-GROOVVED EXISTING HORIZONTAL SIDING, SEMI- WINDOW ,TRANSPARENT"WHITE"STAINED TYP. ,Il,i I I I Attic�Level � 1 — II ,t, 300 O tqj&; 7 t +•�tiV,;17,;, ;',f,.xi�,nri',;f,. ,.F',•' ".;I'�',:,, ` ! � �vittals�y--� C' 9 7 �'T Q2378� y Q• EXISTING RAILING WALL F N E� � t` { , ,. •1 REPAIR AS NEEDED, POWER WASHED AND STAINED SEMI- Second Floor TRANSPARENT"WHITE" — — — — 22' - " • ,, EXISTING RAILING �EPAIR AS NEEDED POWER WASHED, APPLY WOOD SEALER W' PROJECT Residence , I I First Floor - - - - - -- -- -- 12, - 0" elevations 2 I I EXISTING 4X4 RAILING POST SAME FINISH AS RAILING EXISTING 6X6 COLUMN Project number_ 22013 Date 2/21/2023 South Elevation a 1/4" = 1'-0" Drawn by HA �.I LO Checked by GB A. 07 N Scale studio a/b architects 24190 Main Road Orient, NY 11957 631 3231426 glynis@studioabarchitects.com mailing address: PO Box 444, Orient, NY 11957 client: Allen Kraus site address: 110 SECOND AVENUE PECONIC, NY 11958 tel: 718 624 5198 email: akraus@implexpartners.com tax map#: 1000-67-4-20.3,20.4 8 7 A 09 4 NEW ROOF CONST.: 6 5 4 ASPHALT SHINGLES TO MATCH EXISTING ON SHEET MEMB. ENTIRELY 2 EXISTING ROOF CONST ON 3/4" PLYWD SHEATHING A.09 ADDITION EXISTING ON 2X12 RAFTERS @16"O.C. HYBRID INSULATION: 3"CLOSED CELL SPRAY FOAM INSULATION (R19)+ ADDITION EXISTING 7 1/4"MINERAL BATT INSULATION (R30) TOTAL R49 I NEW ROOF CONST.: NEW PERGOLA TENSION BRACING ASPHALT SHINGLES TO MATCH EXISTING EXISTING ROOF CONST STAINLESS STL WIRE ROPE ON SHEET MEMB. ENTIRELY BELOW PERGOLA RAFTERS ON 3/4"PLYWD SHEATHING ON 2X12 RAFTERS @16"O.C. i I HYBRID INSULATION: 3"CLOSED CELL SPRAY FOAM INSULATION (R19)+ 7 1/4"MINERAL BATT INSULATION(R30) TOTAL R49 No. Description Date - NEW WALL CONST: I I 1X4 T&G,V-GROOVED SIDING INSTALL(2)-1 3/4"X 7 1/4" LVL GIRDER b6m MA /�'� ON WRB AT EXISTING RATER LEVEL ON 1/2"PLYWD SHEATHING RECEIVING EXISTING ROOF LOAD \\ ON 2X6 STUDS @16"O.C. 5 1/2"MINERAL BATT INSULATION(R23) < BETWEEN STUDS i " • ><1 INSTALL 2 1 3/4"X 9 1/4"LVL GIRDER 2"X 31/2"ACQ CLIP PIECE INSTALLED } ( )- ON WALL BETWEEN PERGOLA ( FOR RECEIVING EXISTING ROOF LOAD NEW FLOOR CONST.: GIRDERS MAPLE FLOORING ON T&G 3/4"PLYWD SHEATHING — ON NEW 4X4 CEDAR POST NEW WALL CONST: � / \ ON 3/4"3/4" JOISTS PLYWD SHEATH@16ING O.C. ' THING CUT INTO 1X4 T&G,V-GROOVED SIDING C ,' \ 7 1/4"MINERAL BATT INSULATION (R30) EXISTING RAILING ON WRB ON 1/2"PLYWD SHEATHING BETWEE OISTS ON 2X6 STUDS @16"O.C. 5 1/2"MINERAL BATT INSULATION(R23) ` BETWEEN STUDS _ Second Floor 22' - 0" EXISTING RAILING .' . REPAIR REQUIRED APPLY WOO OD SEALER �' NEW FLOOR CONST.: 1/2' AC PLYWD, STAINED ,' MAPLE FLOORING111 ON T&G 3/4"PLYWD ON EXISTING AND NEW SHEATHING I ( CONTINUOUSLY ON 2X10 JOISTS @16"O.C. ON 3/4"PLYWD SHEATHING 7 1/4"MINERAL BATT INSULATION (R30) BETWEEN JOISTS I I I (2)-2X10 ABOVE DOOR (Mezzanine Floor Mezzanine Floor ��Ep ARoti� — — — — — '� — --_ — — — — — — \ SM91 N&61 I 16 - 8 HANGER w ,. EXISTING DECK CONST. L INSTALL NEW LEDGER1/2"AC PLYWD 1/2"AC PLYWD EXISTING FLOOR CONST. INSTALL NEW KNEE BRACE I I cn�9 �237$� -10 TO RECEIVE EXPOSED(INSIDE OF STAINED THE STORAGE �— ON EXISTING COLUMN EXISTING DECK ) JOISTS EXISTING DECK POST z 8"CMU FULLY GROUTED _ — _ _ — — _ First Floor 4LA APPLY SEALER/STAIN Co 12' - O" FOR REBAR 4"CONCRETE SEE STRUCTURAL WITH 6X6 WWF I PROJECT DRAWINGS ON DAMPPROOFING ,—ON COMPACTED FILL Addition to Kraus EXISTING ON GRADE (V N DECK WALKWAY Residence ' REINSTALL WITHOUT SLOPE I � � I Storage Level A I I l =1 I=1 11= 1= I I=1 I =1 I-11I- I- I I-11I-11I-1 Building Section 1 II-1 I-III- Project number 22013 -III-III-11 II III—III—III 6. :-a` - 11=1 I E I=1 I II I I—I I I—III—I I _ Date 2/21/2023 III I I—III—I Drawn by HA I I—III—III—III—III—III—III—III- `r West-East Section thru Second Floor Checked by GB n West_EastSection thru Mezzanine Addition Addition —1/2' = 1 -0" 1/2" = 1'-0" N 0 A . 0 80 N Scale 1/2" = 1'-0" studio a/b architects a 24190 Main Road Orient, NY 11957 631 3231426 2 glynis@studioabarchitects.com An p A.08 mailing ad 4, Orient, NY 11957 v � D E PO Box 444, Orient, NEW ROOF CONST.: ASPHALT SHINGLES TO MATCH EXISTING client: ' ON SHEET MEMB. ENTIRELY I I I Allen Kraus ON 3/4" PLYWD SHEATHING A.08 ON 2X12 RAFTERS @16"O.C. site address: HYBRID INSULATION: 110 3"CLOSED CELL SPRAY FOAM INSULATION (R19) + 7 1/4" MINERAL BATT INSULATION (R30) SECOND AVENUE PECONIC, NY 11958 ,a,',,,{',�,,;I,;�'' r„s. ' ,I•,,,•' .�„ ` TOTAL R49 email: 624 5@ 8 p p I I: akraus im lex artners.com tax map#: 1000-67-4-20.3 20.4 t } EXISTING ROOF "' M+.ti'!,i,',,,,•,4 i'' h'�i'FX'.>,�'�:7'i'II':r'.,.'",'.i"'1.f:., �::c'�r;''i''f;�•,?"'�1'� ` oil Ik{]J''1(Sry 44 1,.r'r n I ar. •� •��Ir`„ �„f � , '• 44�j(r,Jf„�.j,I;'f!d"�,.r;!i„ ^:: 1y<;,jY,� � , I '{,,�il'41'.��.;ir1,;I,dfy"u',,.,,''p'n 'a, ,lr L,.'i•I' , k,'L.�,'li '1, , , !i• , '', r h 13 -3 1/2' 0'-5 1/2' 10,- 1' 0 -5 1/2 n r r r , , " -5 1/2 Ifill FASCIA 1X6 CEDAR TO MATCH EXISTING, TYP. 2 7/8+/- '',i; ' 12 5/8" DIA. STEEL ROD >a°' �27/8+/- SUSPENSION BAR 12 __. ON BOTH SIDE WALLS No. Description Date LO (O LID r , l , Second Floor co �,�;;•,, ;' ,,, ,;, � � 22' - Orr TYPICAL NEW WALL CONST: "!''"1X4 T&G, V-GROOVED SIDING TYPICAL NEW FLOOR CONST.: - + O VVRB I EXISTING 6X6 COLUMN MAPLE FLOORING r 1/2"PLYWD SHEATHING it, ON T&G 3/4" PLYWD SHEATHING in i� QN '2X6 STUDS @16" O.C. ON 2X10 JOISTS @16" O.C. 5u'1',12" MINERAL'BATT ON 3/4" PLYWD SHEATHING t u'„ fNSULATION (R23) BETWEEN 7 1/4" MINERAL BATT INSULATION (R30) BETWEEN JOISTS , l i• , f 'f, f ,I �1� — ,,x,�,1r Mezzanine 6'Floor , h I r, 11 , 11 • SD AnC SOFFIT: 1/2"AC PLYWDo STAINED � SILL PLATE: 2x4 ACQ 1/2"AC PLYWD ` 1/2"AC PLYWD STAINED / EXPOSED \ STAINED jf�IJ� Ir 'I / \ UT l I` ,a l _ — _ _ — _ First Floor HORIZONTAL LATTICE: 2x2 12' - Orr ' CEDAR @4 1/2"O.C.,WOOD i'. 'SEALED ON VERTICAL ACQ 2X4 @4' \ O.C. 4" CONCRETE WITH 6X6 WWF / ON 8" CMU, STAINED iv ON DAMPPROOFING ON COMPACTED FILL PROJECT Storage Level _ Addition to Kraus 0 3/411 d - Q Residence III III — 8"CMU, STAINED M Building Section 2 52 711 yI� I Project number 22013 Date 2/21/2023 Drawn by HA Nort-South Section thru Two Irvel Additions ''2 n — r n o ,,,! I'. .,',,•, 2 — 1 -0 Checked by GB o co A. 09 N r Scale 1/2" = 1'-0" r t + { V'i,11�xY,'.i�,�{$'r, 1'. :'.rliy^• '1!.. .',1, i'',t• �V studio a/b architects 10, /1 1 A 1 C A. A.10 24190 Main Road y l Orient, NY 11957 A.08 A.08 1 631 323 1426 EXISTING NEW LIFT-UP DOOR NEW WALL A.08 PANELED WALL ON EXISTING OPENING HORIZONTAL PANEL glynis@studioabarchitects.com CLEAR FIN. 2'-7 1/2" 10'-0" mailing address: PO Box 444 , Orient, NY 11957 EXISTING CEILING 2'-4 1/2" NEW PUSH- UP DOOR client: ON EXISTING OPENING NEW PERGOLA Allen Kraus t 10 \ AND GIRDER OPEN site address: GWB PAINTED, — A• // \\ 110 SECOND AVENUE PECONIC, NY 11958 \ TYP. tel: 718 624 5198 GWB WRAP GWB WRAP EXISTING UPPER DECK NEW 4X4 ( I EXISTING I NEW PERGOLA POST email: akraus@implexpartners.com EXISTING //'/ \\\\ GUARD RAIL CEDAR POST RAILING 4X4 CEDAR WINDOW GWB PAINTED, REPAIR AS REQUIRED i REPAIR tax map#: 1000-67-4-20.3, 20.4 AS - WOOD SEALER P GWB - I TYP. ' PAINTED, TYP. \/ POWER WASH, cv REQUIRED WOOD SEALER 1I- 10 1/2" APPLY CLEAR SEALER OPEN TYP. OPEN 1'- 10 1/2 � �•' I /��/ \\\\ I o 1X1 BASE, i PAINTED 1X1 BASE, OPEN 4X4 CEDAR KNEE BRACING TYP. PAINTED _ I I - Mezzanine Mezzanine Floor — — — — _ 16 Floor 16 8 GWB WRAP EXISTING RAILING REPAIR AS REQUIRED EXISTING APPLY CLEAR SEALER = �,,1.,,;,;i GUARD I ,a'r WALL iv t, Living Room, Living Room Extension, and NEW KNEE BRACE ON d� Living Room West 2 Livin Room Extension East 3 Upper Deck South EXISTING DECK COLUMN t 1 „ ,r r, 1/4" = 1'-0" 1/4 = 1 -0 1/4 = 1 -0 TO GIRDER 4X4 ACQ Storage Level — — — — !;+ 9' - 0 3/4" R yt't i' rr�f 5" :: .f a + 1 2 +t{„'• rr,,t.'',( Q r, '+:,''yilA +' A.oB NEW PERGOLA A.09 Upper Deck Interior West AND GIRDER 4 1/4 11-011 GWB WRAP A.08 Description Date I CLG GWB WRAP No. 'AA r',V,, v „ GWB PAINTED WALL OPENING GWB WRAP NEW 4X4 EXISTING UPPER DECK \\ { i CEDAR POST LATTICED RAIL REPAIR AS REQUIRED \\ GWB PAINTED, GWB PAINTED, APPLY SEALER TYP. TYP. I V;, 'li I I X1 BASE, PAINTED 1 S � 1X1 BASE PAINTED I !y' IA I• ' Mezzanine Floor Q.@ Mezzanine Floor_ — _ _ 16' - 8" 16' - 811 N k 3`ll 2 PIANO HINGE PIANO HINGE ' Living Room Extension and Upper Deck —� LivingRoom Extension West 6 North 5 1/4" = 1'-011 1/411 = 1'-011 (OPEN EQ C Z) DOOR PANEL: /NG`H Q ih 3/4" BIRCH PLYWOOD 3r)/2 / + STAINED cn SEMI-TRANSPARENT Q z MASTER BEDROOM BLACK GRANITE AR// y/T PATCH EXISTING CEILING WHERE WALL IS REMOVED { O ''�c"I.4'{!{',I, '',• S 6 E D 6 5 4 APPLY BEAD OF PAINTABLE SILICONE SEALANT AT THE \ y CEILING JOINT 2 3`7 n� O GWB WRAP A.09 Id SECTION VIEW o NEW I EXISTING NEW CLG EQ. EQ. EQ., i,.':, " M t"^ GWB PAINTED, GWB PAINTED ( : °: ! TYP. GWB WRAP @ 4'-0" EXISTING WALL �'�1�k'j�N{v;t��l'''r•, rrt�°'• '•'i!+,�':�f,�'yl1',i RV,' INSTALL LIFT-UP DOOR OPEN TO BELOW " I i y, PROJECT ON OUTSIDE GWB • Ir�� '''' .! Ir. 'w`'°'' PAINTED EXISTINGWALLOPENING DOOR W= OPENING W+ 3" Addition to Kraus , I,�� k', 1 ''','.;. r;'.' `,;,;'''', '°�• i \ EXISTING LIGHTING I FIXTURE, Residence TYP. zL.j'4a�4J"i;{'''i^�,r:_ rr x t•'14^, '.'I ?'ri I \ O ' '1X1 BASE, PAINTED — 1X1 BASE, 1X1 BASE, NEW LIGHTING DOOR PANEL PAINTED FIXTURE PAINTED I _ 0'-1 1/2" 0'- 1 1/2" ■ Second Floor _ _ Second Floor Interior Elevations „ 22' - 011 22' - 0" of OPENING W= PLAN VIEW 2'-0"OR AS MEASURED MASTER BEDROOM Project number 9 i' � 22013 Date 2/21/2023 f i ' Maste Bedroom Extension South n Maste Bedroom Extension West Master Bedroom Extension North n I t- p Door Section Q Drawn b 1/4" = 1'-011 1/4" = 1'-0" 1/4" = 1'-0" U 1 1/2" = 1'-0" y HA Checked by GB It , r CI A. 10 co N Scale As indicated studio''�,'• CMU SEMI- #5 VERTICAL REBAR a/b architects TRANSPARENT `d ' @48"O.C. 24190 Main Road ' FLASHING TAPE I "BLACK 9 _ Orient, NY 11957 AS PER GRANITE"STAIN 9 :MANUFACTURER'S i (4)-#5 REBAR FILL SPACE °< gly 323 1426 INSTRUCTION 1X4 SEMI- IN FULLY GROUTED CELLS glynis@studioabarchitects.com W/FLEXIBLE FOAM , METAL FLASHING — INSULATION TRANSPARENT r "BLACK mailing address: SHIM GRANITE" PO Box 444,' . Orient, NY 11957 Rio}, ;+i>+ .I ,r;>' � �;,:,',,• ' I . . STAIN _ ' JX2 CEDAR TRIM --� � GWB WRAP client: W/CORNER BEAD BEAD OF SEALANT SEALANT Allen Kraus CEDAR 1X2 ON 1xX (2)-1xX PAINTED ` ' f SEALANT GWB WRAP CEDAR PANEL CEDAR 1X2 ON 1xX FULLY (2)-1xX G UV PROTECTIVE POLYURETHANE W/CORNER BEAD ON 3/8" GWB UV PROTECTIVE GROUTED PAINTED site address: + OR SEALER POLYURETHANE 8"CMU ` fi ;','; ,;'4,,,,. }; I 1X2 UV PROTECTIVE 110 SECOND AVENUE PECONIC, NY 11958 FILL SPACE W/FLEXIBLE OR SEALER tel: 718 624 5198 POLYURETHANE SPRAY FOAM INSULATION (2)-#5 REBAR email: akraus@implexpartners.com �ad`�,;�i�a1,,rt','r�l'9,''�+;''`,'",'r�'.i�:,`,1:'1y •t, 't' tax map#: 1000-67-4-20.3, 20.4 r„ SEALANT GWB WRAP ipr �.;,', , ,q, . .�• �, -� W/CORNER BEAD rRi ° Pr, ;ur ;.,,, r3: 2X2 CEDAR TRIMFLASHING TAPE r MANUFACTURER'S AS PER ON WRBIDING GWB CEDAR PANELINSTRUCTION ON 3/8" GWB ON 1/2" PLYWD SHEATHING SBLACK GRAN TEENT1 FLASHING TAPE AS PER ON 2X6 STUDS @16" O.C. STAINED W/R23 MINERAL BATT INSULATION SIDING . MANUFACTURER ON WRB S INSTRUCTION I< +,''`•'';':,'''I''' ON 1/2" PLYWD �\ 2X2 CEDAR TRIM, SAME FINISH AS WALL, TYP. SHEATHING SEALANT, TYP. �����ection Typical Window Plan Detail i, ;i ENERGY CODE COMPLIANCE NOTES: i;�� Envelop: N Plan Review o. Description Date 1 [103.1, 103.2]Construction drawings and documentation demonstrate energy code compliance for the building Insulation Schedule envelope. Thermal envelope represented on construction documents. Insulation insulation# Construction Material Thickness, R value Note 2 [303.1]All installed insulation is labeled or the installed R-values provided. A.} ° 3 [303.2]Wall insulation is installed per manufacturer's instructions. 1 Roof/Ceiling Hybrid, Closed Cell Spray Foam Insulation plus Mineral Wool Batt 3" R19 S ray Foam+7 1/4" R30 Batt, No Roof vent required k A�, ',':i '' g Y p Y p p Y4 [303.1.1.1 303.2] Ceiling insulation installed per manufacturer's instructions. ' Insulation between rafters total R=49 Fenestration 2 Exterior 2x6 Walls Mineral Wool Batt Insulation between studs 5 1/2"R23 1 [303.1.3] U-factors of fenestration products are determined in accordance with the NFRC test procedure or taken '•°' '' from the default table. 3' , Floor above unconditioned space Mineral Wool Batt Insulation between Joists 7 114", R30 Air Leakage(5) space around window and door Fill all along the shim space with flexible spray foam insulation 1 [402.4.1.1]Air barrier and thermal barrier installed per manufacturer's instructions. 2 [402.4.3] Fenestration that is not site built is listed and labeled as meeting AAMA/WDMA/CSA 101/I.S.2/A440 or ROOFING '"'+ 1;;'; `• has infiltration rates per NFRC 400 that do not exceed code limits. i''t`'`' 3 [402.4.1.2] Blower door test @ 50 Pa. <=5 ach in Climate Zones 1-2 and <=3 ach in Climate Zones 3-8. SHEET WATERPROOF MEMB. Post Construction INSTALL ENTIRE ADDITION ROOF 1 [401.3] Compliance certificate posted. SHEATHING Systems: (;�Its;i=.,!.r•,',,cr,aa.7:.rr.r; Plan Review 1 [103.1, 103.2,403.7] Construction drawings and documentation demonstrate energy code compliance for lighting and mechanical systems. Systems serving multiple dwelling units must demonstrate compliance with the IECC 2 [302.1,403.7] Heating and cooling equipment is sized per ACCA Manual S based on loads calculated per ACCA WOOD FRAME EXPANDING' '- SPRAY FOAM INSULATION ,�';��, ;,., r; , ,,, '�,•,,;;,,,';•,,,,4,'', -''�� Manual J or other methods approved by the code official. EXTERIOR SIDING FOAM SEALANT �_ QQ S stems 1 [403.4] HVAC piping conveying fluids above 105 F or chilled fluids below 55 Fare insulated to_R-3. METAL DRIP 2 403.4.1 Protection of insulation on HVACpiping. ;�y 4., { r., �'•;, '4:',�' .'.r ,; .: CAVITY INSULATION BATT INSULATION I l 3 [403.5.3] Hot water pipes are insulated to>R-3. ' WRB (SELF INTERIOR FINISH Ducts ADHESIVE TYPE) 1 [403.3.1] Supply and return ducts in attics insulated >= R-8 where duct is>= 3 inches in diameter and>= R-6 where< 3 inches. Supply and return ducts in other portions of the building insulated >= R-6 for diameter>=3 inches and R-4.2 for<3 inches in diameter. 3/4" RIGID INSULATION CEILING FINISH 2 [403.3.5] Building cavities are not used as ducts or plenums. "9� ' CONTINUOUS BEAD OF ADHESIVE xy�; '`, , ' ° ;F '•. TAPE OR SEAL 3 [403.3.4] Duct tightness test result of<=4 cfm/100 ft2 across the system or<=3 cfm/100 ft2 without air handler @ ALL JOINTS 25 Pa. For rough-in tests, verification may need to occur during Framing Inspection. CONTINUOUS BEAD OF SEALANT 4 [403.3.3] Ducts are pressure tested to determine air leakage with either: Rough-in test: Total leakage measured with a pressure differential of 0.1 inch w.g. across the system including the manufacturer's air handler enclosure TAPE ALL JOINTS FLOOR SHEATHING CONTINUOUS BEAD OF SEALANT if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch HOR.AND VERT. w.g. across the entire system including the manufacturer's air handler enclosure. Mechanical and Water Heating +'''•'; ','' < INTERIOR FINISH 1 [403.3.2.1]Air handler leakage designated by manufacturer at<=2%of design air flow. b 2 [403.1.1] Programmable thermostats installed for control of primary heating and cooling systems and initially set y } F O R S LATION EXTERIOR SIDING by manufacturer to code specifications. \�\{d•"a;i.�'':;i,; 3 [403.1.2] Heat pump thermostat installed on heat pumps. CAVITY INSULATION 4 [403.6.1]All mechanical ventilation system fans not part of tested and listed HVAC equipment meet efficacy and "�;},• i `� ._. ..-� WRB (SELF ADHESIVE TYPE) air flow limits. p 5 403.2 Hot water boilers supplyingheat throu h one-or two-pipe heatingsystems have outdoor setback control - "d I l 9 SHEATHING to lower boiler water temperature based on outdoor temperature. cry '•"�'''';'', ' i 6 [303.3] Manufacturer manuals for mechanical and water heating systems have been provided. i, LightingF 1 [404.1] 75%of lamps in permanent fixtures or 75%of permanent fixtures have high efficacy lamps. Does not CONTINUOUS BEAD OF SEALANT apply to low-voltage lighting. FOUNDATION TO WALL CONNECTION EXTERIOR WALL TO ROOF CONNECTION 2 [404.1.1] Fuel gas lighting systems have no continuous pilot light. r ' PROJECT CONTINUOUS BEAD OF Addition to Kraus ' SEALANT �'' EXPANDING FOAM INT. FIN. Residence SEALANT WINDOW WRB (SELF ADHESIVE TYPE) WRAP WITH SPRAY FOAM INSULATION INTERIOR FINISH EXPANDING EXT. SHEATHING FOAM SEALANT CAVITYI' —-—-—-—-—-— ------------------------------- ' ; '.' "'. INSULATION �- 1/2"X 2" BACK DAM ii SELF ADHERED MEMB. FLASHING ';''�,''•:.... ii SELF ADHERED MEMB. FLASHING Typical Window a n d CONTINUOUS CONTINUOUS BEAD OF SEALANT " ,;"•„ � , ; SHEATHING �' t•';'i;:'i''j L BEAD OF SEALANT , Thermal Protection WRB (SELF ADHESIVE TYPE) SELF ADHERED A�' "`''.•, MEMB. FLASHING EXPANDING FOAM SEALANT SELF-ADHERED MEMB. s;,r".i ,',;. ,,';,.''', .,_ WRB(SELF ADHESIVE Details ,, I .,, FLASHING METAL CAP FLASHING y: TYPE) CAVITY INSULATION f,° SELF ADHERED MEMB. '�' " ''' FLASHING E INTERIOR FINISH E WINDOW INTERIOR FINISH SIDING Project number 22013 tr { n WINDOW Date 2/21/2023 F+fir , 'r• } TYPICAL ELECTRICAL BOX ON EXTERIOR WALL HA ''i�r'•'' i ' . ''.p,a r'•``'':• ':''} TYPICAL WINDOW JAMB TYPICAL WINDOW SILL ',, I•. ;.; ,, y a TYPICAL WINDOW HEAD Checked Drawn yby GB ;Thermal Protection Details o tai s A A co1 1/2" o ■ N 'fir G r 7 1, :h L' },�' CD I ,r 1 �, I O ' scale As indicated �. GENERAL NOTES: (AS PER CODE STATE OF NEW YORK AND AMERICAN FOREST& PAPER ASSOCIATIONS WOOD FRAME DESIGN CRITERIA CONSTRUCTION MANUAL FOR 1 &2 FAMILY DWELLINGS) studio a/b architects TABLE R301.2(1) CLIMATE AND GEOGRAPHIC DESIGN CRITERIA THE FOLLOWING NOTES ARE TYPICAL, REFERTO ATTACHED DRAWINGS FOR APPLICATION GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD FLOOD 24190 Main Road SNOW SPEED DESIGN DESIGN UNDERLAY HAZARD (h) Orient, NY 11957 1'., DRAWINGS ARE NOT TO BE SCALED, USE DIMENSIONS ONLY. CONTRACTOR SHALL CHECK ALL DIMENSIONS AND LOAD (i) (mph) CATEGORY WEATHER- FROST TERMITE DECAY TEMP. (f) -MENT 631 3231426 CONDITIONS AT JOB SITE. ANY DISCREPANCIES OR OMISSIONS FROM PLANS AND/OR SPECIFICATIONS MUST BE CALLED ING LINE (c) (d) REQUIRED glynis@studioabarchitects.com ' TO THE ATTENTION OF THE RECORD ARCHITECT AND SAME CORRECTED WITHIN (5) DAYS AFTER CONTRACT HAS BEEN (g) DEPTH(b) AWARDED. OTHERWISE CONTRACTOR WILL BE HELD RESPONSIBLE FOR SAME. mailing address: 2'., CONTRACTOR AND/OR SUBCONTRACTORS SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL 20 Ibs 130 C SEVERE 3'-0" MODERATE SLIGHT TO 11 YES N/A PO Box 444, Orient, NY 11957 WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSES, DISTORTIONS AND MISALIGNMENT ACCORDING TO HEAVY MODERATE TO ALL APPLICABLE CODES, STANDARDS,AND GOOD CONSTRUCTION PRACTICES. 3. . ALL MATERIALS AND CONSTRUCTION TO BE INCORPORATED IN THE WORK SHALL BE IN STRICT ACCORDANCE WITH THE LATEST EDITION OF A.S.T.M. SPECIFICATIONS WHERE APPLICABLE AND SHALL CONFORM TO THE STANDARDS AND DESIGN LOADS RECOMMENDATIONS OF THE VARIOUS TRADE INSTITUTES (A.C.I., A.I.S.C., S.J.I., ETC.)ARE APPLICABLE. ALL MATERIALS client: USED IN CONNECTION'WITH THIS PROJECT MUST BE NEW MATERIALS UNLESS OTHERWISE STATED. LOCATION LIVE DEAD DEFLECTION LIMIT A' ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED BY CONTRACTORS PRIOR TO CONSTRUCTION AND PRIOR TO ORDERING Allen Kra u s SLEEPING 40LBS 10LBS L/360 MATERIALS. 5. CONSTRUCTION TO CONFORM TO NYS BUILDING CODE, RESIDENTIAL CODE, ENERGY CONSERVATION CODE, FIRE CODE, ROOM OTHER THAN SLEEPING 30LBS 10LBS L/360 site address: PROPERTY MAINTENANCE CODE,PLUMBING CODE, MECHANICAL CODE, FUEL GAS CODE, TOWN OF SOUHOLD CODES, AND ATTIC (NON STORAGE) 10LBS 5LBS L/240 110 SECOND AVENUE PECONIC, NY 11958 ATTIC (STORAGE) 20LBS 10LBS L/240 .., 6. THESE PLANS ARE DESIGNED TO MEET OR EXCEED THE REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE. WHEN ROOF W/FIN. CEILING 20LBS SNOW 15LBS L/240 SIMPSON H1 tel: 718 624 5198 ALL OTHER CODES AND REGULATIONS HAVING JURISDICTION. BUILDING IN ANY JURISDICTION, EITHER INSIDE OR OUTSIDE THE CODE,VARIATIONS MAY BE REQUIRED. IT IS THE (SNOW) @EVERY email: akraus@implexpartners.com tax map#: 1000-67-4-20.3, 20.4 SIMPSON SP4 RESPONSIBILITY OF THE PLAN PURCHASER OR BUILDER TO VERIFY SUCH REQUIREMENTS WITH THE LOCAL CODE OR ROOF NO FIN. CEILING 20LBS (SNOW) 7LBS L/180 I ENFORCEMENT OFFICE=R AND TO AMEND THE PROPOSED CONSTRUCTION AS SO REQUIRED. SNOW LOADS HAVE BEEN ADJUSTED TO REFLECT THE SLIDEOFF FACTOR,AS A FUNCTION OF ROOF PITCH. SIMI', LTS EVERY CONTRACTOR SHALL LOCATE AND IDENTIFY ALL UNDERGROUND UTILITIES PRIOR TO EXCAVATION. CONTACT ALL UTILITY RAFTER SIZES MAY HAVE TO BE INCREASED TO ACCOMMODATE HIGHER SNOW LOADS. SIMPSON LTS @EVERY I i @ COMPANIES IF RELOCATION IS REQUIRED AND/OR REPAIRS. @EVERY SIMPSON SP1 8., RECORD ARCHITECT IS NOT RESPONSIBLE FOR SUPERVISION, INSPECTION, OR ADMINISTRATION OF THIS PROJECT. WIND BORNE DEBRIS PROTECTION 9. ' ASSUMED SOIL TO BE SAND OR GRAVEL, WITH MINIMUM TRACES OF DRY CLAY, WITH A MINIMUM BEARING CAPACITY OF 2 WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16 AND A MAXIMUM SPAN OF 8 FEET SHALL BE PERMITTED, @EVERY PANELS TO BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. SIMPSON H10 TONS/SQ . FT. 1,b ALL FOOTINGS TO REST ON VIRGIN, UNDISTURBED SOIL. 11.' FOUNDATIONS AND FOOTINGS SIZED FOR BEARING ON VIRGIN SOIL AT MINIMUM BEARING CAPACITY OF 2 TONS PER @EVER SIMPSON H2 @EVERY I i,•,�• FASTENER SPACING @EVERY SQUARE FOOT WITH A MINIMUM OF T-0"COVER. SIMPSON H7 „ „ @EVERY I 1'2. PIER FOOTINGS SHALL EXTEND 6 FROM FOUNDATION ON ALL SIDES AND SHALL BE 12 THICK. FASTENER TYPE PANEL SPAN 4 FOOT 6 FOOT SIMPSON H7 CONCRETE TO BE PLAIN, UNREINFORCED, MINIMUM 2500 PSI, 28 DAY SOIL TEST, PREDICATED ON THE ABOVE SOIL <4 FOOT < PANEL SPAN < PANEL SPAN - @EVERY .,CONSUMPTION. IF OTHER SOILS ARE ENCOUNTERED, LOWER BEARING VALUES ARE TO BE ASSUMED AND THE <6 FOOT < 8 FOOT SIMPSON H4 - - @EVERY .'FOUNDATION MUST BE REDESIGNED. INDIVIDUAL SITE CONDITIONS MAY ALSO REQUIRE SPECIAL FOUNDATION DESIGN, , 2 1/2 #6 WOOD SCREWS 16 12 9' STRU IS THE RESPONSIBILITY OF THE PLAN PURCHASER OR BUILDER. 2 1/2"#8 WOOD SCREWS 16" 16" 12° STUD SPACING SAME AS TRUSS/RAFTER SPACING STUD SPACING DIFFERENT FROM TRUSS/RAFTER SPACING (NTS.) sk�4 i '" ' •''' 1,4 ,;6TRUCTURAL STEEL TIC) BE ASTM A36. DETAILED, FABRICATED AND ERECTED PER AISC. WOOD FRAMING, INCLUDING JOISTS, BEAMS, POSTS, STUDS, ETC.,TO BE DOUGLAS FIR LARCH NO. 2 OR BETTER, BASED ON 130 MPH WIND SPEED AND A 33-FOOT MEAN ROOF HEIGHT. UNLESS NOTED OTHERWISE. NTS. a. THIS TABLE IS BAS b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL Structural Details- Typical Wall to Roof �;��;y ';a';.;',!!! " ,P ;.ti; ,' c. NAILS SHALL BE 10d COMMON OR 12d BOX NAILS { �„ Lumber Design Criteria d. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO THEY SHALL BE ATTACHED UTILIZING Connections Al t graded lumber tt _ 1 tt ou'glas Fir Larch (#2 Surfaced Dry or Green @ 19% maximum moisture content) VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE WITHDRAWAL CAPACITY OF 490 POUNDS. 1/2 - 1 -0 ".;'. e. WHERE MULTIPLE PANELS ARE NEEDED, USE 2X4 ALONG THE PANEL JOINT „All Vatue's and factors are from the National Design Specifications for `o"Wood Construction NDS-2001. SIMPSON CS200 15xtrbme Fiber Stress in Bending (Fb) NAILING SCHEDULE @ EVERY STUD n'gl ,Members Repetitive use Factor Bending Stress AS PER AMERICAN WOOD COUNCILS WOOD FRAME CONSTRUCTION MANUAL FOR 1 &2 FAMILY DWELLINGS Member, Fb(psi)x Cf= Fb(psi)x Cr = Fb(psi) SIMPSON LTS 850 x, 1.30= 1105 x 1.15 = 1271 JOINT DESCRIPTION 8:'",i 850 x' 1.20= 1020 x 1.15 = 1173 NUMBER OF NAILS NAIL SPACING OR MTS ;t' '? '; �x13 i 850 x' 1.10= 935 x 1.15 = 1075 ROOF FRAMING @ EVERY STUD SIMPSON H6 2x12 850 x, 1.00= 850 x 1.15 = 978 RAFTER TO TOP PLATE (TOE- NAILED)` _ 3-10d PER RAFTER @EVERY STUD �1�,,���,,{.,,,,,I,i,;•,,, , ,; ,,,,, , CEILING JOIST TO TOP PLATE (TOE-NAILED) 3-10d PER JOIST ,,,,,,;+ 'Horizontal Shear Stress = Fv x CH = 190 psi CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) 4-16d EACH LAP Y Modulus of Elasticity = 1.60E+06 psi SIMPSON HTS18 TWIST CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) 4-16d EACH LAP STRAPS No. Description Date i',+" •'�:``.,' '' 1'6.,>ALL LAMINATED VENEER LUMBER(LVL)SHALL MEET THE AMERICAN PLYWOOD ASSOCIATION (APA) ENGINEERED WOOD COLLAR TIE TO RAFTER (FACE-NAILED) 3-8d PER TIE COMPLIES WITH TABLE 3.36 +^A' SYSTEM (EWS) STANDARD PRL-501 WITH A STRESS CLASS OF 1.8E-2600F. BLOCKING TO RAFTER(TOE-NAILED) 2-8d EACH END WFCM-1995 ',1�7.''ALL PLYWOOD USED STRUCTURALLY SHALL MEET THE PERFORMANCE STANDARDS AND ALL OTHER REQUIREMENTS OF RIM BOARD TO RAFTER END-NAILED 2-16d EACH END ( ) APPLICABLE U.S. COMMERCIAL STANDARDS FOR THE TYPE, GRADE AND SPECIES OF PLYWOOD AND SHALL BE SO 6 12"COMPLIES WITH CS20 TIES WALL FRAMING COMPLIES WITH TABLE 3.3B, iAr „ '.IDENTIFIED BY AN APPROVED TESTING AGENCY. WFCM-1995 !!�' ,'" 1,8.',:ALL WALL SHEATHING SHALL BE APA RATED STRUCTURAL PANELS CONFORMING TO PRODUCT STANDARD PSI WITH A TOP PLATE TO TOP PLATE (FACE-NAILED) 2-16d* PER FOOT ,_, .P MINIMUM THICKNESS OF 15/32". THE PANELS SHALL BE APPLIED WITH THE LONG DIMENSION ACROSS THE STUDS. TOP PLATES AT INTERSECTIONS (FACE NAILED) 4-16d JOINTS- EACH SIDE 19.- ALL FLOOR AND ROOF SHEATHING SHALL BE APA RATED STRUCTURAL PANELS CONFORMING TO PRODUCT STANDARD PSI STUD TO STUD (FACE-NAILED) 2-16d 24" O.C. WITH A SPAN RATING CONSISTENT WITH ITS INTENDED USE AND A MINIMUM THICKNESS OF 15/32"(19/32" FOR FLOOR HEADER TO HEADER (FACE-NAILED) 16d 16"O.C.ALONG EDGES SIMPSON 35F SIMPSON STRONG TIE SHEATHING). .a.; �' .'� ' '' ,. EVERY ' 20. (INTENTIONALLY LEFT BLANK) BOTTOM PLATE TO FLOOR JOIST,BAN DJOIST,ENDJOIST, OR BLOCKING 2-16d PER STUD @ HEADER TO JACK 21. ALL STRUCTURAL WOOD SHALL BE KEPT 2" BACK FROM CHIMNEYS. (FACE-NAILED) STUD POST HANGERS, ETC. TO BE"SIMPSON STRONG TIE"OR APPROVED EQUAL FOR FLUSH STRUCTURAL CONNECT IONS. *" 23. GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY AND BLEND INTO EXISTING CONDITIONS. BOTTOM PLATE TO FLOOR JOIST,BANDJOIST,ENDJOIST, OR BLOCKING 2-16d PER FOOT (NTS.) (NTS.) (FACE-NAILED) PIER FOOTINGS SHALL_ EXTEND 6" FROM FOUNDATION ON ALL SIDES AND SHALL BE 12"THICK. 24. ALL EXTERIOR FRAMING, AND INTERIOR FRAMING DIRECTLY CONTACT TO CONCRETE OR MASONRY, SHALL BE ACQ FLOOR FRAMING Structural Details- Typical Wall to Floor Structural Details- Typical Wall Opening n Connections n Connections ' TREATED LUMBER. FASTENERS TO USE WITH THE TREATED LUMBER SHALL BE STAINLESS STEEL, OR OTHER APPLICABLE JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-10d PER JOIST G Y ' MATERIAL. BRIDGING TO JOIST(TOE-NAILED) 2-8d EACH END 1/2" = 1'-0" 1/2" = 1'-0" 25. ALL HEADERS TO BE(2) 2 X 8 UNLESS OTHERWISE STATED. BLOCKING TO JOIST(TOE-NAILED) 2-8d EACH END '26. ALL HEADERS TO BE SUPPORTED BY DOUBLE STUDS (TYP), UNLESS OTHERWISE STATED. 27. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL STAIR AND FLOOR OPENINGS AND UNDER ALL POSTS AND PARTITIONS BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-16d EACH BLOCK RUNNING PARALLEL TO SAME. LEDGER STRIP TO BEAM (FACE-NAILED) 3-16d EACH JOIST 28. 'BRIDGING TO BE EITHER SOLID, 1"X 3"OR 18 GA. CROSS BRIDGING, MIN 8'-0 O.C. JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8d PER JOIST ' 129. ALL STRUCTURAL WOOD SHALL BE KEPT 2" BACK FROM CHIMNEYS. BAND JOIST TO JOIST(END-NAILED) 3-16d PER JOIST JOISTS HANGERS, ETC. TO BE"SIMPSON STRONG TIE"OR APPROVED EQUAL FOR FLUSH STRUCTURAL CONNECTIONS. 32. FIRE BLOCKING TO CODE R602.8. BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-16d* PER FOOT 2- 1/2" BOLTS TERMITE SHIELD 3,3. INSTALL WALL TO FLOOR AND WALL TO WALL CONNECTION STRAPPINGS ON THE EXISTING SHEATHING AT EVERY STUDS 34. INSTALL HURRICANE TIES AT EVERY RAFTERS, IF NOT EXISTING ROOF SHEATHING 5/8" DIA. ANCHOR BOLT 48"O.C. MAX. 15" MIN. INTO GROUTED CELLS .,;•;, ;; STRUCTURAL PANELS 10d 6"EDGE /6" FIELD ' NOT MORE THAN 12" FROM CORNERS, 35. PROVIDE COMBUSTION AIR VENTS AS PER NYS ENERGY CODES. �� 2-8d PER SUPPORT I TYP. 36. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE NY BUILDING CODES, THE NY BUILDING CONSTRUCTION MANUAL, AND THE NY ENERGY CONSERVATION CODE. 3-8d PER SUPPORT i '37. ALL PLUMBING FIXTURES SHALL BE INDIVIDUALLY TRAPPED AND VENTED AS REQUIRED BY NY CODE. � � � � I h 245 REBAR CAST IRON PIPE SHALL CONFORM WITH LOCAL CODE REQUIREMENTS WITH APPROVAL JOINTS, PIPE SUPPORTS AND WALL SHEATHING IN GROUTED CELLS, CLEANOUTS. TYP. !,I 38. HEATING AND COOLING DESIGNS SHALL COMPLY WITH ASHRAE STANDARDS. STRUCTURAL PANELS 10d 3" EDGE/12 FIELD '39. THE GENERAL CONTRACTOR/BUILDER SHALL MAKE ARRANGEMENTS WITH THE OWNER TO SELECT, PROVIDE AND INSTALL GYPSUM WALLBOARD 5d coolers 7" EDGE/ 10" FIELD AS REQUIRED(PER N.E.C, N.E.M.A, NAT. PLUMBING CODE,A.S.M.E.AND A.S.H.R.E. SPECIFICATIONS) ALL HEATING, VENTILATING AND AIR CONDITIONING EQUIPMENT WHICH ARE NOT OTHERWISE SHOWN ON THESE DRAWINGS. :. CEILING ,40. THE SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY SYSTEM SHALL BE AS REQUIRED BY THE LOCAL BOARD OF #5 VERTICAL REBAR GYPSUM WALLBOARD SHEATHING 5d coolers 7" EDGE/10" FIELD !''w HEALTH. IN GROUTED CELLS, @48'O.C.TYP. 41. COPYRIGHT©2022 STUDIO A/B ARCHITECTS. REPRODUCTION OF THESE PLANS, IN ANY FORM WITHOUT THE WRITTEN TYPICAL BOLTS 25 MINIMUM LAP AT SPLICE CONSENT OF THE ARCHITECT, IS PROHIBITED. THESE PLANS MAY NOT BE FILED FOR CONSTRUCTION PURPOSES IN ANY BUILDING DEPARTMENT WITHOUT THE ARCHITECT WRITTEN AUTHORIZATION. ANY USE OF THESE PLANS FOR ANY FLOOR SHEATHING „ PURPOSE, OTHER THAN THAT SPECIFICALLY AUTHORIZED BY THE DESIGNER, IS ILLEGAL, AND MAY SUBJECT THE USER Typical Post Girder Connections 4 CONC. SLAB WITH 6X6 WWF ,� s cF ,t-• ! STRUCTURAL PANELS 5 WATER PROOFING, TYP. ON 6 MIL POLYETHYLENE + , i THEREOF TO THE PAYMENT OF FULL COMMISSIONS. 1"OR LESS 8d 6" EDGE)12" FIELD 111 - 1 -��� DAMPPROOFING GREATER THAN 1" 10d 6" EDGE)6" FIELD ON COMPACTED SUBGRADE NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 O.C..AT PANEL EDGE. IF WALL SHEATHING IS , . /.�1. ..���1,��1.�1.�1. . /. /. ..�..�,.<,.�1���.�������l,�l��r , " > NAILED 3 O.C..AT PANEL EDGEROOMS OTHER THAN SLEEPING TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING P d +''"r ? REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHE Z "^ #5 HOOKS 48"O.C. CONT. TYP. PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH Z @ WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE 25 REBAR @12 O.C. CONT. TYP. ;'�t'''4 I;'.{ ?'''','' "';'`�;, ''x:' °'i>,•, `" ! PERMITTED TO BE REDUCED TO 1-16d NAIL PER FOOT. o0 '�'�t+'iy;'9.{�,j;.gib,?;',: i t i,� ,,;:�.+1',;,",. ;•e';` p e ad 0'-6" a d 6,-6" WALL OPENING MEMBER SCHEDULE 0 -8" PROJECT (2" MIN.) (2"MIN.) ROUGH OPENING HEADER HEADER TO NUMBER OF SILL SILL TO WALL Addition to Kraus SPAN WALL JACK STUDS CONNECTION 12 MIN. FOR 1 OR 2 STORY FRAMED BUILDING CONNECTION >- > - - - - Residence 8 =W 6 (2) 2X12 OR 8 16d END 't,;,.�,�,,,�:;,•�''r''',,;,;,,,'„;:;� ,,. '•, ,. (1)-2X6 (2) 2X6 (3)-1Ei�d DRAIN TILE, TYP. (2)-MICRO 13/4"X NAILED TOE-NAILED 9 1/4" OR LARGER _ _ T ical CMU Foundation Wall �t141iy + r +' G 6' >=W> 4' 2 2X10 OR 6-16d END- 1 2X6 2 2X6 3 1Cd V yp 0,6 LARGER NAILED O O TOE-NAILED 1/2" = 1'-O" 4' >-W 2 2X8OR 4-16d Structural Notes, - O- (1)-2X6 (2)-2X6 (2)-16d LARGER TOE-NAILED Typical Details Y. i'. UPLIFT CALCULATION MONOSLOPE ROOF '.;.I Tu =Wuplift x(16/12) x L/2 = 36 psf x(16/12) (17.25 ft)/2=4,4 INSTALL SIMPSON H1 HURRICANE TIE AT EACH RAFTER END. LATERAL LOAD CALCULATION, FOUNDATION HOEDOWN Project number 22013 HOEDOWN FORCE =VxH =6347 Date 2/21/2023 '. INSTALL SIMPSON HD10A HOLDOWN AT END OF SHEAR WALL Q Drawn by HA = LATERAL LOAD CALCULATION, FLOOR TO FLOOR CONNECTION Checked by GB HOLDOWN FORCE =VxH= 3986 INSTALL SIMPSON FTA5 FLOOR TIE ANCHOR AT END OF EACH ' SECOND FLOOR SHEARWALL. co ,7 S - 01 N Scale As indicated o `r`'' structural Notes 10 studio a/b architects i 24190 Main Road +II1t.,''+11+it( 1, ;Iii,',� Y'\`'^+,'.^I,.•^' t Orient, NY 11957 631 3231426 glynis@studioabarchitects.com mailing address: PO Box 444, Orient, NY 11957 client: lit 1 , B B Allen Kraus site address: 110 SECOND AVENUE PECONIC, NY 11958 'r tel: 718 624 5198 email: akraus@implexpartners.com tax map#: 1000-67-4-20.3 20.4 1"ajet'.•.!.•, 1,I', '�'� _ I' }r •i, 1 'Sr})J, •�I� 1 I�' � I No. Description Date Ilk G) w1r1, 11 t t ^ 1 r b ! )t ,�l�sdt4 r•r�l�'•� I r ', 1 1 1 I jrwl t�,{.i{'+'I!,r ',t;-0 } '^I,• ° , 4 - - - - - --r - I - - - - 4 N I N CO I Nk. o�tj,Y ,I�F{.1•r ''1': ',11,1., 'Y:,; 'I 'I,,� I I �` O ' _ _______________ _ ___ Z..............__ -2x10 JOIST EAD C) X to O - 00 X 6 >< , _ CV >+ 0'-91, 12'-0" -A " ' 787 I ' _ r, , •r PROJECT Addition to Kraus Of ....... ..... Residence If if 13'-9" I - Foundation and Mezzanine Floor J. I 2 /�1 1 A c D E Decking Layouts 22013 Project number Foundation Layout Date 2/21/2023 2 Mezzanine Floor Decking Layout , t 1/4 1 -0 1/4 — 1 -0 Drawn by HA51" Q '7 ,4l,' 1 r '�I4' 'I - 4}• I Checked by GB o S . 02 r Ir a Scale 1/4 = it-oil 'irywi .1�1�•t�' 1�I,•�f. r,1',... '),'.l'I ail'.M1r I` �. f wf,��`4�!!1{.'1' ( �fl,{ Ti1 r,,,ll' .:•' I I ,4, �. ' studio a/b architects 24190 Main Road Orient, NY 11957 631 3231426 glynis@studioabarchitects.com mailing address: 1 PO Box 444, Orient, NY 11957 client: B B Allen Kraus site address: 110 SECOND AVENUE PECONIC, NY 11958 tel: 718 624 5198 2 email: akraus@implexpartners.com tax map#: 1000-67-4-20.3, 20.4 ,11 1 1 5 4 1 ........... . jtl , ti I •. i 1/ ' DIA. STEEL li i ROD, TENSILE BAR ^ I I •1,1 , � �,. 11, � � i Ii i 1 ,Y lrt.�',r,, .r'. ,,I, f,. )r,�!r.,rl��, ,d'' .,y, n n;, 'u, 's '?'�, ',';';.1d. 1 ,I;,�',' .14�g,�' � '', , (3)-2X6 COLUMN : I�1,'j 1.A1" ''.,f,4, 'r4l", ''I,I:e `1 i•�,i "� � .� , j � .........................................................................._... 0 I I ......................................................................__...... e 'T 1 j ..,— t I� rv' +y�/,'� ,I i'X� .i'' h F,r .v,l .''' • "''.� '. � .Woad � i r rpp'� n,,, t T,, ,, f• Se d FI or — I 21 OII } I t r ' fl I --... ,1 T.�,jai' 4y 1 a ................._.... .................,............................... .....................c.ccc... - i .................................. v t v I. I ; , ,i r.1 ,1,Ir•j.,I i ,r 'I � I I I j : No. Description Date " i ;,, •„ _ {ry44 I I , e , I I l� 1 / ' OPENTO BELOW ........................_...._................................._._. � c l t i / / O n Wall E Framing Elevationif / / EXISTING 2X12 RAFTERS C.) / p WALL D SIM. (MIRRORED) NEW(3)-2X6 COLUMN / / EXISTING (3)2X6 COLMUN u BELOW / BELOW/ i, z7 / /(VERIFY EXISTING) / 4 — - — — — — ,�` — dr : I I 4 W ... ......... .............. '+ NEW GIRDER (2)-1 3/4 X 9 1/4" LVL { BELOW EXISTING RAFTERS LEVEL �YNEWGIRDER�(2)-1 3/4"X 7 1/4" LVL (3)-2x6 COLUMN I I AT EXISTING RAFTERS LEVEL / o' — 5 r' , I i Q- NZ — — O I , rr W X O O I , : J NO > N '� > 1 P 'I F- W +,�p� H W Ln ^�, LO Q J Q J 2"X 3 1/2"X 7 1/4"ACQ CLIP �-� I, END SUPPORT j _..__ t _ — I BETWEEN GIRDERS �.. —_ TO BE FASENED TO WALL � O-2x6 COLUMN —'--'-- --- - - , 3 .... ----------------------------------- 11 L cc r v� t• W / W > U > C� C7 � U' I WJ- ..--- — =7- — -r- — -- - ...—f -- W J I'''.Lj I�.1',,v r, Ir'I,`3`• r,' 'll'�' { Q a- / U) , W W —' --- -- — — _ O � W N O �- .. �\\ — �—��----"- — -- ------' N O W .�W Q \ m — I , - --- Q r iAZ AdditionCo r "f. „ , , ..... Kraus, ' .I I , r I : ... ......... ...... ...... ......... .. I I i ,,::,: .... ....... _..__. _..__ .. _....._......... Residence „I t I , 41 " 1 . I 4X4 CEDAR POST 4;i'•' 13' 9" 3'-3" Second Floor and Roof Decking Layouts INSTALL STAINLESS STL WIRE ROPE DIAGONAL TENSION BRACING C D E BELOW PERGOLA RAFTERS `d 2 Project number 22013 �O8 Date 2/21/2023 Drawn by HA Q Second Floor Decking Layout Roof DeckingLayout 1 1/4 1 0 1/4" — 1'-011 Checked by (`,g v 0 1S - 03 N r i•�, 1� � — O Scale 1/411 — 1 1-0n tli , f ( '� 4,r'�6 1 �tI '; I , 't,�, ' � .,r ' ' studio a/b architects MECHANICAL NOTES: 24190 Main Road r�, r " 1)"� ,i;;'ri,` ,,, r14. ,,,;;; ,'! ,, ,'. .! ALL WORK SHALL COMPLY WITH NYS RESIDENTIAL CODE, EXISTING BUILDING CODE, MECHANICAL ?'�I.'�`'^� ''' �'iw'' %•,'.r,:',,r'r',"i'.4`' ° '1 CODE ENERGY CONSERVATION CODE, AND ALLAPPLICABLE CODES AND REGULATIONS. Orient, NY 11957 631 3231426 '4"'',,, ,, r'+' ' I ` '` SEE A.11 FOR SUMMARY OF NYS ENERGY CODE REQUIREMENTS. glynis@studioabarchitects.com mailing address: '�t�li n� „r, , 1. SUMMARY OF WORK: PO Box 444, Orient, NY 11957 ,r;" +:,1,' t:.,,.r."r,..•`:' r 1.1 THE CONTRACTOR SHALL VISIT THE PREMISES TO DETERMINE EXISTING CONDITIONS AND !'�++'4�'II'' ";' '''a`''"''' '{ EVALUATE EXISTING SYSTEM CAPACITY FOR PROPOSED EXPANSION. ��,,�rr,,,;,b t1„,a, ,,,. ;; e,, ,, 1.2 IF EXISTING SYSTEM IS CAPABLE FOR THIS EXPANSION, REPORT OWNER IN WRITING. JJ IF EXISTING SYSTEM IS NOT CAPABLE, PROPOSE OWNER THE ADJUSTMENT, ,fit,k,"i ""','rn ' 4" , r t' '�.,, •.. , 1 A ,ir.i.Y), ,' ` �. .. :` I. 1.3 THE ADJUSTMENT MAY INCLUDE BUT NOT LIMITED TO: client: IX .0 +" r +'� r -REPLACING EXISTING UNIT WITH LARGER ONE ,NZ':' �;?;�' p E B -ADD ELECTRIC RADIAANT HEAT MATS ON ADDITION FLOORS Allen Kraus '� `''fir+''`" ",' ''' '` I v -ADD ELECTRICAL CONVECTION HEATER PANELS ON ADDITION WALLS IIJN,�,"I";' ,;,' �, ,;'";' J.',,',:::' ,'' . . site address: Lq;i b ' ARCHITECTS' DESIGN LOAD FOR THE ADDITIONS: 110 SECOND AVENUE PECONIC, NY 11958 1 . Jt 4' i° + . + MEZZANINE: HEATING ADDITIONAL LOAD: 1,700 BTU, COOLING ADDITIONAL LOAD: 3,700 BTU tel: 718 624 5198 ' SECOND FLOOR: HEATING ADDITIONAL LOAD: 1,050 BTU COOLING ADDITIONAL LOAD: 1,050 BTU email: akraus@implexpartners.com ,,� ',I,I'i ," ,,:,I,, , r,''1;,:,�„ I 1 2. DRAWINGS ARE DIAGRAMMATIC AND SHALL BE USED IN LAYOUT OF WORK. DO NOT SCALE THE tax map#: 1000-67-4-20.3, 20.4 1.I; . DRAWINGS,if 111'I .�1 - ---__ _.- ___._. . ___ __ _____-_..______R ___ _______ 3(] - 1 1. - COORDINATE THE WORK WITH THE REQUIREMENTS OF ARCHITECTURAL DRAWINGS FOR ' `'' -- -'---J1' - - - DIMENSIONS, LOCATIONS AND CLEARANCES MAINTAIN MAXIMUM HEADROOM AND SPACE '�;'. ; ' ; j CONDITIONS. WHERE HEADROOM OR SPACE CONDITIONS APPEAR INADEQUATE, ARCHITECT �' 11 , ( SHALL BE NOTIFIED BEFORE PROCEEDING WITH INSTALLATION. 4. IF DIRECTED BY THE ARCHITECT, MAKE MINOR MODIFICATIONS IN THE LAYOUT AS NEEDED TO . PREVENT CONFLICT WITH WORK OF OTHER TRADES OR FOR PROPER EXECUTION OF THE WORK. '� ` r�� _.-a I -I , ; ;_ 5. ALL WORK SHALL MEET OR EXCEED LATEST CODES AND REQUIREMENTS OF NATIONAL, STATE, + I. I _ I ` ; I COUNTY, MUNICIPAL AND OTHER AUTHORITIES EXERCISING JURISDICTION OF THE WORK OF THIS i I41 PROJECT;ANY PORTION OF THE WORK WHICH IS NOT SUBJECT TO APPROVAL OF AN AUTHORITY ' HAVING JURISDICTION SHALL BE PROVIDED IN ACCORDANCE WITH NATIONAL FIRE PROTECTION , I i APPROX LOCATION OF WATER MAIN l I ,i ' i ASSOCIATION REQUIREMENTS; COMPLY WITH APPLICABLE UTILITY COMPANY RULES AND ,+ i REGULATIONS; COMPLY WITH OCCUPATIONAL SAFETY AND HEALTH ACT(OSHA) REQUIREMENTS. °', . ill :1 : 1 6. ALL WORK TO COMPLY WITH ENERGY STAR RATED HOMES. :� It . 7. SECURE PERMITS AND INSPECTION CERTIFICATES AND TRANSMIT SAME TO THE OWNER AT THE 0 �__..__._._._.._.._ I i I i COMPLETION OF THE WORK. J I 8. CLOSELY SCHEDULE THE WORK SO THAT WORK WILL BE INSTALLED AT THE PROPER TIME ,I , ' 9. THE CONTRACTOR SHALL SCHEDULE CONNECTION TO EXISTING SYSTEMS AT A TIME THAT WILL BE ; _. ..._.. _.. ..-. I CONVENIENT FOR THE OWNER AND CAUSE MINIMUM DISRUPTION TO ALL PARTIES INVOLVED I b i - - -„- s 10. CONTRACTOR MUST COORDINATE WORK WITH OTHER CONTRACTORS TO COMPLETE WORK. , . - " ' ;� w.,,_„ ;,-,,, _ 11. WHERE THE WORK WILL BE INSTALLED IN CLOSE PROXIMITY TO THE WORK OF OTHER TRADES, R '¢ ' 2 - - - -- - - - - - - - - 2 - �- - `LL WHERE THERE IS EVIDENCE THATTHE WORK WILL INTERFERE WITH THE WORK OF OTHERD S, O ti 4,f ; tt : 1. TRADES, ARRANGE SPACE CONDITIONS TO MAKE A SATISFACTORY ADJUSTMENT. IF WORK IS R INSTALLED BEFORE COORDINATING WITH OTHER TRADES, MAKE NECESSARY CHANGES TO ;', ;i , I THE WORK TO CORRECT THE CONDITION WITHOUT ADDITIONAL COST TO THE OWNER. `�'' ( APPROX. LOCATION(S)OF l 12. HVAC CONTRACTOR TO INFORM PLUMBER OF ALL NEEDS RE: SYSTEM + ''' ' 1. SUPPLY WATER PIPE - -� 13. HVAC CONTRACTOR SHALL PREPARE AND SUBMIT FOR APPROVAL TERMINAL POINT TO TERMINAL 'y�1 ' i,• •'• ------rr FREEZING PROBLEM '" - - -" POINT, COORDINATED AND INTEGRATED WIRING DIAGRAMS FOR ALL WIRING REQUIRING FIELD 1 :...:-::::.::...::: t ___-___-_.,: 1 - I INSTALLATIONS BY THE ELECTRICAL CONTRACTOR. { A ' 11 .I _i (' .._.-_ I. 1;, I 14. PROVIDE ALL COMPONENTS SO THAT SYSTEM IS FULLY OPERATIONAL AND BALANCED. c,a i 15. PROVIDE ALL DRILLING, PATCHING, REPAIRS NECESSARY TO COMPLETE WORK AND LEAVE IN i _._ ;__ I , 1.,;,r'.!.' � - ',. 3 SAME CONDITION. I, , _.____._ __ _ # ,'' iL; t� II 16. SITE TO BE CLEANED AND DEBRIS REMOVED AT END OF EACH DAY. I I1, �''•' , � _ !' 17. ALL REMOVED EQUIPMENT AND MATERIAL SHALL BE REMOVED FROM THE PROJECT SITE, OR TO A ' ry I 1 LOCATION AS DIRECTED BY THE OWNER. P fir+'`..', i No. Description Date :,,; , �11 - y !I - - - - - - - "" _' ' _ - 18 NO STRUCTURAL ELEMENT IS TO BE CUT OR DRILLED WITHOUT THE ARCHITECT'S APPROVAL. >'' ' - '' 3 - - :: 19. PROVIDE FIRESTOPPING AND FOAM INSULATION AT PENETRATIONS __-__.- - --.._.__. _ ..w _ ,,a,;°;j,1 i ( ) z ( ) I ---- - - - UP "' " k : 11111 '�- 20. ALL SUPPLY REGISTERS TO BE TWO-DIRECTIONAL WITH MANUAL LOUVER +'. 'i ' ' r ( 21. ALL DUCTS TO HAVE JOINTS SEALED WITH MASTIC fi " 22. ALL DUCTS TO BE INSULATED i K ; I I I j ; 23. ALL EQUIPMENT SHALL BE LABELED WITH SYSTEMS SERVICE;ALL PIPING SYSTEMS SHALL BE 1 I IDENTIFIED AS TO THEIR CONTENTS AND DIRECTION OF FLOW; ALL VALVES SHALL BE TAGGED ,'ai`' '! ' r 1 ,' f j I ''a " ' ',' I WITH TAGS AND VALVES CHART SCHEDULE FRAMED AND WALL MOUNTED WHERE DIRECTED. yy ""' i PROVIDE OPERATION AND MAINTENANCE MANUALS FOR ALL EQUIPMENT PERFORM A LESSON/LABELING SESSION WITH OWNER FOR OPERATION OF THE INSTALLED EQUIPMENT, N,a� i "4, '• , , i ( I SYSTEMS AND CONTROLS. ,'�'�4 ,i ,' a , + 1 I- II 25. ALL EQUIPMENT SHALL HAVE 30" OF WORKING SPACE AND CLEARANCES IN COMPLIANCE W/ 4� I" ,a,z� ;.{; �. I: CODES. '�j+`r`1 }`` t ' 'i' i 26. ALL EQUIPMENT SHALL BE RAISED A MIN. OF 8"ABOVE SLAB ON PAD OR BLOCK PLATFORM. iJ� 4!',i' , ,, a t! ,,'r ,' bd h ' ;• t " U 1' ' '; I I1,1t l`, 1 ° .r ` t ; I EXISTING HVAC SUPPLY I PLUMBING NOTES: ilk ,� 4` ` GRILL ON FLOOR I +' + yI.' ! „ ' I i j i s EXISTING HVAC ALL WORK SHALL COMPLY WITH NYS RESIDENTIAL CODE, EXISTING BUILDING CODE PLUMBING CODE, ",qad,, 1 1 : ',iI ''j 1, ( I SUPPLY GRILL "i' ;? I I j ENERGY CONSERVATION CODE, AND ALL APPLICABLE CODES AND REGULATIONS. I�wi;, 1, ' 'r ( I ON FLOOR I�+., {,,, I , " v - - - - I ;3 I I I SEE A.11 FOR SUMMARY OF NYS ENERGY CODE_ REQUIREMENTS. I;'L,L. , ,i'7 ' r t, a __ _____ _ ___ _ - _ - - -} - - - - - I�--___ __ I - ,, t `� I itit : i I 1. SUMMARY OF WORK see DWG#1 ON THIS SHEET FOR APPROX. LOCATIONS: �� +' " i I f 1.1 REPLACE WATER SUPPLY FROM WELL TO PUBLIC WATER " �l`''{ ,__ 1.2 REPAIR AND IMPROVE EXISTING FREEZING PROBLEMS, INCLUDING NOT LIMITED TO: , ,, Ri ' I I= - WATER SUPPLY PROTECTION SHAFT AS INDICATED ON A03. t j1 : 41 i - RELOCATE EXISTING SUPPLY PIPE(S) INSTALLED IN EAST EXTERIOR WALL CONSTRUCTION TO FLOOR SUPPLY. I�{ i' f :+ i t -- - _ -- - - INSTALL PIPE INSULATION. OPTIONALLY, INSTALL PIPE HEATER WITH PILOT LAMP SWITCH ' I,,, ; ; ; I - - - - - 5 - - 3 -- - 5 LlVlrlg ROOM 2. ALL WORK SHALL MEET OR EXCEED LATEST REQUIREMENT OF NATIONAL, STATE, COUNTY, i F� { EXter1SIOC1 MUNICIPAL AND OTHER AUTHORITIES EXERCISING JURISDICTION OF THE WORK OF THIS PROJECT; i , ( ) Bedroom . ( � ANY PORTION OF THE WORK WHICH IS NOT SUBJECT TO APPROVAL OF AN AUTHORITY HAVING i �,a I I zi . 41�; ,:! ill EXte11510h; JURISDICTION SHALL BE PROVIDED IN ACCORDANCE WITH NATIONAL FIRE PROTECTION I + ASSOCIATION REQUIREMENTS; COMPLY WITH APPLICABLE UTILITY COMPANY RULES AND ' # ' I REGULATIONS; COMPLY WITH OCCUPATIONAL SAFETY AND HEALTH ACT(OSHA) REQUIREMENTS. ( ) i ' 3. SECURE PERMITS AND INSPECTION CERTIFICATES AND TRANSMIT SAME TO THE OWNER AT THE 6 - •=_--.._......._-................ % - 6 COMPLETION OF THE WORK. �'' • I _ I 4. CLOSELY SCHEDULE THE WORK SO THAT WORK WILL BE INSTALLED AT THE PROPER TIME WITHOUT ':,': ;: , I DELAYING THE COMPLETION OF THE ENTIRE PROJECT �.-j`GREp _ _� 5. WHERE THE WORK WILL BE INSTALLED IN CLOSE PROXIMITY TO THE WORK OF OTHER TRADES, OR \� q _ ....... E Ca ,.._ f ' ,,' - _ - (: )-- - __ WHERE THERE IS EVIDENCE THAT THE WORK WILL INTERFERE WITH THE WORK OF OTHER TRAD -7 -7 ..._ -- S 4: AKI C� a ' r I I A ARRANGE SPACE CONDITIONS TO MAKE A SATISFACTORY ADJUSTMENT. IF WORK IS INSTALLED 2 �� : R�%gym ", '•,, ', r• . ' I!. BEFORE COORDINATING WITH OTHER TRADES, MAKE NECESSARY CHANGES TO THE WORK TO ', f- ? ' �' ' ' I I CORRECT THE CONDITION WITHOUT ADDITIONAL COST TO THE OWNER. "�F T'' "`h - --I ! 1 6. CONTRACTOR SHALL ADOPT EXISTING PLUMBING SYSTEM AND PROVIDE NECESSARY ADJUSTMENT .N xt�l;F ` +f + , I ' FOR THE PROPOSED CONFIGURATION. �,7A O� -� : F �787 I _........ I I 7. CONTRACTOR SHALL VISIT THE PREMISES TO DETERMINE EXISTING CONDITIONS AND COMPARE O��- `'''l' I SAME WITH DRAWINGS AND SPECIFICATIONS AND SATISFY HIMSELF OF ALL CONDITIONS PRIOR TO1. NEW`( 1 [ '' I •." -- -- THE SUBMISSION OF A BID PROPOSAL. +' • . ,; II ' I 1 8. CONTRACTOR SHALL RELOCATE AND/OR REMOVE OF EXISTING FIXTURES,ALLOCATE AND ,��.,:,,.', II ____ _,_ I IONS OF NEW AND REUSED ;,1;",' RECONNECT EXISTING VENTS, CAP UNUSED LINES AND CONNECT �,' - . .. ...= - 1 EQUIPMENT TO WATER, WASTE LINES,VENTS, DUCTS,AND LIKE. '1 a . I ----- -- .. 9. SHALL BE REMOVED FROM THE PROJECT SITE, OR TO A ALL REMOVED EQUIPMENT AND MATERIAL LOCATION AS DIRECTED BY THE OWNER. I: +' ; 10. ALL EQUIPMENT SHALL BE LABELED WITH SYSTEMS SERVICE' ALL PIPING SYSTEMS SHALL BE ' I II ;. _._____.__.__ I � IDENTIFIED AS TO THEIR CONTENTS AND DIRECTION OF FLOW; ALL VALVES SHALL BE TAGGED WITH `' I TAGS AND VALVES CHART SCHEDULE FRAMED AND WALL MOUNTED WHERE DIRECTED. �',� ��'.':I I....___-___ _ I �'' ;' ! I II 11. CONTRACTOR SHALL INSTALL THERMAL INSULATING MATERIAL AROUND ALL HOT AND COLD PIPING, 12. CONTRACTOR SHALL SCHEDULE CONNECTION TO EXISTING SYSTEMS AT A TIME THAT WILL BE PROJECT "`,' ':'„ CONVENIENT FOR THE OWNER AND CAUSE MINIMUM DISRUPTION TO ALL PARTIES INVOLVED. fb ;, , . I I Addition to Kraus 1 ' I � ' Residence .. I i .t '':� ( Q _ _. _ __ _._._____. ._. ._.-____- .___.... ---_- __.._.._ V - __.........._ _..._...._.._.... -...... __ _ ......._................ - 8 Y' a ' ,�Cli-"'I."",I",t �,I-,.,.", I ..'� (: )_ p,•''� I:: :a, ' . �r' " I ii HVAC Layouts, 1'�' a , 1 . I . +q ( I )_ IMechanicl and , a r, CA) c E ) (:A. C D E Plumbing Notes I ,� (, a,'.,t,' 1, 11'91',a.,1 ,, i�•;r�rc1''n,Irc 1,,',''I,,`,1,'. .�:.'` � I,L4„ 11., ,,A• al, .Iw ;i'� ,," '�:" ` ` tii,;;',' , ` Project number 22013 �%sty"d , ,,.,, , „ 1 } I.':, ,{ ,,•,, " `,„ ?:'i,;'1'',`'•'0 .„ . . ,.. Date 2/21/2023 i'l , �,i , rtl , �,, 'y 1 Mezzanine Floor H\/AC Layout, w/ Plumbing brawn b Q ' 4 "''.V„,� ';, ':,',;'''1 Work related Notes � Second Floor HVAC Layout y HA fit , 1/4" = 1'-0" Checked by GB ltr h F! r yr:: ' ' O F��� �; MP . 01N N a.. , x,. 'tta`•',1,,t; ;. Scale ti ,,{ As indicated .r. ' ; I,t .. , 1'',• I' , `11' + Lighting Fixture Schedule studio a/b architects 'r.I, `; ELECTRICAL NOTES: �'I', I . LEGEND 24190 Main Road Lighting Fixture 1. DRAWINGS ARE DIAGRAMMATIC AND SHALL BE USED IN LAYOUT OF WORK, DO NOT SCALE THE Product Finish Bulb Note DRAWINGS. . # Lighting Fixture Type • CEILING SURFACE MOUNT LIGHTING FIXTURE 631 3231426 Orient, NY 957 2. COORDINATE THE WORK WITH THE REQUIREMENTS OF ARCHITECTURAL AND STRUCTURAL DRAWINGS ' ' A Ceiling Surface Mount fixture WAC ME-808 LED white LED 8W, 3000K 1-0 WALL MOUNT LIGHTING FIXTURE FOR DIMENSIONS, LOCATIONS AND CLEARANCES. glynis@studioabarchitects.com white LED 8W 3000K ,,:' , ' B , Wall surface mount fixture WAC ME-808 LED � SINGLE POLE SWITCH 3. IF DIRECTED BY THE ARCHITECT, MAKE MINOR MODIFICATIONS IN THE LAYOUT AS NEEDED TO ;,,'':,: � C Exterior Wall mount fixture Reuse existing, if workable condition: Progress P5202, otherwise EON City Silver LED 15.5W, vDIM SINGLE POLE SWITCH W/DIMMER PREVENT CONFLICT WITH WORK OF OTHER TRADES OR FOR PROPER EXECUTION OF THE WORK. mailing address: r''.' 303-W1-LEDB2-3000-UNV-T2-ELV-CS-XX-LCF (EON) 3000K DUPLEX RECEPTACLE 4. ALL WORK SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE, LOCAL CODES AND UTILITY PO Box 444, Orient, NY 11957 'I �exr EXTERIOR DUPLEX RECEPTACLE COMPANY REQUIREMENTS, ALL APPROPRIATE MUNICIPAL AND REGULATORY AGENCIES, CODES AND Ij'. ;,, ' ' REQUIREMENTS. I,I "'. IT THE PROPER ORITIES, FOR THEIR APPROVAL, 5 REQUIRED CONTRACTDOCUMENTATION. PROVIDE AOR SHALL PREPARE AND LIL NEOCESSAR NOTICES,HOBTAIN ALL PERMITS AND PAYALL L client: '1 LOCAL, STATE AND FEDERAL TAXES, FEES AND OTHER COSTS IN CONNECTION WITH THE WORK. '+;''..""',; '', 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING ALL CONTROLLED INSPECTIONS Allen Kraus 1,:"I';';; '', ''. REQUIRED BY APPLICABLE ADMINISTRATIVE BUILDING CODE. •I:'I'•;•,y 7. OBTAIN BOARD OF FIRE UNDERWRITER/LICENSED ELECTRICIAN CERTIFICATES FOR WIRING. site address: `t'�;'!!" ( B E B 8. CLOSELY SCHEDULE THE WORK SO THAT WORK WILL BE INSTALLED AT THE PROPER TIME WITHOUT 110 SECOND AVENUE PECONIC, NY 11958 DELAYING THE COMPLETION OF THE ENTIRE PROJECT. tel: 718 624 5198 9. WHERE THE WORK WILL BE INSTALLED IN CLOSE PROXIMITY TO THE WORK OF OTHER TRADES, OR email: akraus@implexpartners.com �`,i;' "' WHERE THERE IS EVIDENCE THAT THE WORK WILL INTERFERE WITH THE WORK OF OTHER TRADES, ',(l ,I . ' ARRANGE SPACE CONDITIONS TO MAKE A SATISFACTORY ADJUSTMENT. IF WORK IS INSTALLED tax map#: 1000-67-4-20.3, 20.4 'pi,e,,, 1,,1,1 , f 14'`' "' BEFORE COORDINATING WITH OTHER TRADES, MAKE NECESSARY CHANGES TO THE WORK TO '!�I;;'r';i:; ,1' .,,"„ I ' 'r.• I CORRECT THE CONDITION WITHOUT ADDITIONAL COST TO THE OWNER. "'r'1',• "'' 1. , " I I 10. THE ELECTRICAL CONTRACTOR SHALL INSTALL ALL WIRING FOR THE MECHANICAL SYSTEMS i,.I:t,,11Ill 1 ' ,;„r',,,:. ,',' REQUIRING FIELD WIRING, ACCORDING TO THE WIRING DIAGRAMS PROVIDED BY THE MECHANICAL . , y. . ''',I,' 1 y11 ' Ia . J. , , __. ._. 0 �I - ___. _. ....._.___--._.. . . _ . _ . ..__...,.,... ..,._ _ - - CONTRACTOR. ,,r' 0„ - - - - - I - - 1 1.................•...... .II__ _ y `; ,',; . ;.L;;'.! , _.._._._ ...._.:_-_ , I 11. EXAMINE AND EVALUATE ALL EXISTING ELECTRICAL SYSTEMS CONNECTED TO THE PROJECT; VERIFY '�'` r °``` " ' ' I Z . Iiiil ! CAPACITY OF EXISTING SERVICE WITH NEW LOAD REQUIREMENTS; NOTIFY ARCHITECT OF CONDITION 11, . ,:, . ,t, r,,�; OF EXISTING SERVICE AND WIRING 1 , : ri . G OF ANY OUTLETS NOT FUNCTIONING G OR ILLEGAL; OTHERWISE, � „ S ALL �,�.I,;,",,,,,,,>I:.. , ;;''' ; , I I I EXISTING CIRCUITING SHALL REMAIN INTACT FOR REUSE. ' �al'i,;l;l �' r ''':Iti,,.,l' 'I' i I 12. INSPECT EXISTING CIRCUIT BREAKERS. ADD ADDITIONAL CIRCUIT BREAKERS TO THE SERVICE BOX AS ',i !iti;i' r 4, _` y „„h'' ,+ I r - - I �_,- ,-_.__ NECESSARY TO CORRECT IMPROPER, UNSAFE WIRING. ' '� + ' ' ' -___ 13. EXAMINE AND EVALUATE EXISTING FIRE ALARM SYSTEM INCLUDING SMOKE FIRE, HEAT AND/OR { 1'j! 4''h„ r 41 , i,,r', , I . CARBON MONOXIDE DETECTORS. AND PROPOSE ADDITIONAL DETECTOR/ALARM SYSTEM,AS 1'Itp{4}ill,�;{ ' , r Yilf '.`," .'" ', I ------ I REQUIRED, COMPLYING WITH ALL APPLICABLE CODES. fix`' '+ ' t r ,�I + I ! 14. ALL DUPLEX OUTLETS SHALL HAVE TWO DIFFERENT CIRCUITS. u,�s.1� I ` + Jf, " ` ` + ! I ;- 15. ALL OUTLETS WITHIN 6 FEET OF WET AREAS SHALL BE GROUND FAULT CIRCUIT INTERRUPTER(GFCI.), ,.y4'�, I I , , t , dI, Y'"I , t, , I : 11: 11 UNLESS OTHERWISE NOTED. +f d 5 • .; Nr i ., i `a 4^11Y; ;i ' I ; u;: ,14 ,' ;; I' 1 —. I 16. ALL NON-GFCI OUTLETS SHALL BE ARC FAULT CIRCUIT INTERRUPTER(AFCI). ",I ` ' t - 17. ALL CEILING RECESSED LIGHTING FIXTURES SHALL BE IC-RATED, SEALED ATHOUSING/INTERIOR +� {`d�'� ? s,;' I I FINISH AND LABELED TO INDICATE<_2.0 CFM LEAKAGE AT 75 PA. 402.4.5 >�;iri 1 f ' I I [ 1 +y {,,1 .f 18. INSTALL ALL APPLIANCES ON SEPARATE CIRCUIT. 1 , i ;! 19. BEFORE THE ROUGH WIRING, SCHEDULE A WALK THROUGH TO VERIFY AT THE SITE ALL OUTLET `� at� { I , 1 Y (+J , ., I �, ,L -�,11!t f',, ,,n r., r, ''1,. '' ' ..... ......... ..... ..... .... ....... .,.____-.._-._,_,-.__• ' _ _____'_,_„'"'__.-'_. __ . : _,_- ,-»-- -_._ WITH ARCHITECT AND OWNER LOCATI ti ,{ I { ; - - - - - - l - - ; _- „ „ --! �----- T - 20. LOCATEONEW SWITCHES TO MATCH HEIGHT OF EXISTING, UNLESS OTHERWISE NOTED, „. 2 �111 111 : 11 .._, .. .. ..,,...,.. r 11 ,. I .' 2 21. LOCATE NEW RECEPTACLES TO MATCH HEIGHT F E l{W,'1+ ; r.I O EXISTING, UNLESS OTHERWISE NOTED. 22. LOCATE ALL SWITCHES SO THAT THE CENTERLINE OF THE FACEPLATE IS 5" FROM THE FINISHED ( ) 4 . 1 . i : '�''�" i ` I ! EDGE OF ADJACENT DOOR OPENINGS OR EDGE OF WALL UNLESS NOTED OTHERWISE. �I ' ' 1 1 j�- w. ;+ , I ! 23. GANGED MULTIPLE SWITCHES BEHIND A SINGLE FACEPLATE. 1, 1 I I 24. THE CONTRACTOR SHALL SCHEDULE CONNECTION TO EXISTING SYSTEMS AT A TIME THAT WILL BE 1 I , ! T1. : 41 CONVENIENT FOR THE OWNER AND CAUSE MINIMUM DISRUPTION TO ALL PARTIES INVOLVED. ' 1 I " ': E, I is 25. TO SECURE SOUND INSULATION THROUGH WALL, NO SWITCHES OR OUTLETS SHALL BE INSTALLED I ' I. I ON A WALL BACK-TO-BACK. '111741i i ,I _____. # _. _. I ( LLI - I j 26. INSTALL SMOKE AND OR CO DETECTER, IF EXISTING SYSTEMS REQUIRE UPDATE. 1 f,w I' "' ' r,,,1 3, .i ( . i 1,.y4' i _11 { 4 i!!'tq f[ 27. REPLACE ALL EXISTING MONO-POINT LIGHTING FIXTURES WITH NEW WAC ME-808 LED). . N 0 a. I i ) Description Date , I 1, _...__ __._ w._ p .i 411 y, - --- - 1I '' I i I ' ; EXISTING COUNT OF CEILING MOUNT MONO POINT FIXTURES: 15 - "__ , .. 11 ! 1 : .g�„,}::,,, 1 .........._.......... ; , , EXISTING COUNT OF WALL MOUNT M_... _ _ ONO POINT FIXTURES. 15 f ' ( I I ; I. 28. COORDINATING WITH THE MECHANICAL CONTRACTOR, IF ADDITIONAL ELECTRICAL HEATING SYSTEM IS .. - - 3 ' II I,. I }.� I - _ -- -- - ---- - a - - - - - - � - - _ _ - - - REQUIRED, INSTALL: ( )_3 - - -- - - UP " - EATING MAT UNDER NEW HW FLOORING ON BOT IVING AND BEDROOM - -- ELECTRICAL RADIANT H H L - - --- -- - :.:.-- - - IADDITIONA EA R -- -'- --' - 1 T CONVECTION I - --�_ __ F 11 11 . ! ..... �..... . .. ( t . R ON WALL IN THE ADDITION AREA "�� ,: °` - ----------............ "- --- I , EXISTING SWITCH - OR INSTALL OTHER EQUIPMENT, --- ----- ----- _ -- .. .... .. __.___ __ _ ____ -.. _ h _. ___ ` i .......................... .... _................................... ...._. . . .... , � i � . ,� ] - _.. ...... ........................... .... .........-............................................................ -. .. I I i I i. s ;,a ,,i,, � I i,, ..,,,._-. ._ --..- _ .... 1 r� : .......... IM { , --_ �: :I !� i _. I 7 S „. .,, I ..... ......_....................... .. .,..,......, ...... I ,a.,I ,. ...................... .__.................................................................................... _. I I ,'i ',. .................. i3 ' - „I .. ... I 1 �i --'-- - i - --- - 1 i I { , ,: : : 1 : : 7 1 . ..... . ....................__... .._... , i : i . ......._....................................................I.... .........._. I, - - x. s- I, _ - ^. I I w A - ,1, -- -- I. --- _-__ :---- I: I .y, I'I ' „ - -- ------ I I ;,. -_-_ n' : ................................................... _ ........_.......................... . . ............. '� 3 £ I ., _---- DIM -___-A_-.v.. � EXISTING LIGHTING FIXTUR ( RA ) P. s ,,, -- - -_ _ -.__ ......... .... .. ....... . .......... . ....... . _- ; �, : '. 7,, - .. -. . - , - - - I - - - - -- Ll -,,, ,1: - ,I, ,4, - � _ _ __ 4 'I, --- - -----__----- ,� yA g I I"' r ----- - ---_-_ _---- t / ' ', - - -'--'-_ - ------ -- / II+''I ----- - __ ----'--- I EXTEND EXISTING CIRCUIT ' I _ .._.__.._ _ ._ ---_ _-__. A-_____: + 9 A10 - - ,;v --� -- ___ I,;+ - ft, 11+ - ------ - -- 5 % 5 ( ) I 1 - ----�._ _ __ ----- . . ,I I ; --- -- _ B . _ A .. .- , 1 ' '� I I , , 1 '�,, I J :: „1,', y .... NEW LIGHTING FIXTURE, r ,a.` .'{ , ,` F '•'4 _- - - -- LOCATE SAME LAYOUT AS EXISTING _ ______. . _-._.___---- .___. ___. BUT 6 LOWER i{a1 . I`I _ ., 1 ri''n, h , , n . , ., _____, _-,_.._.____ : A - tt d 1 y' 4 ,y h,,,," , I. - - IV 1 .. ....., .. .. rlL d r ,� , , 411 I _ .._ -_-- - - - 'r{, I ��) ,: '+j{I+"I. a.'q„, ,.r,,. I ,T!I+d, 1��,�i','. V'I:,.,, ....... .^ ......... .................... -_-.--_'-_. _ \ \I - __( )21 ,n %` E 7 R�/. 1f}f�rJl1�''1 , 5 `tl1,r }t',till F`i, 'Vt - , )`,- I .I 1 I I . ' 1 omsss t - �', r/��'j yc�„� i'>' C' �ItIN1,.l�y'I 111',I7ut p I �X I I fF i : I Inf/ r(:IIII� 1 � I : ,+./ t 11, i 1�1,J<I J''{'i I I "5 ,I J r, :r r'1 1 I� Y + : 1 i I I 1 ` ` "r l I .�'fqI��'I�j�•����I' ',.,!, ''"� i,,1,',,,,! I. I I I 1 i E "`�'�., , t •I^, J,',:�;1 1 rlt ,1', ,,,, I "'t::'f 7 O .' 1+'.ni'U r' t 'f41 )1. ,J r. {IS 1 I ' r I i .... I II 4 1' a r t „ 'I I!, I' . 1 i t I' I rl �, n 1, , i , ,� 1�1 1;1 I f (l r II 1 1 - 1, ,r 1 � I I I I I r J'' f ' I 1 I 1 1 ' + 'I' I I , ' f , , ,ly, I ___- r I ' I i € jff i{.+ ' r l i I i i l i i , ' E I I I i 1 I, a 1 j 1 1 " 'I I i PROJECT. i I I .... I., j Addition to Kraus I' i 1 i ! Ill i 'I ! ! I 1 I Residence I .l H I I I 1 11 ( I � ' I 1 _ ' ( l i , I .I I _11 1-. , 1 ... 13._ .....-......... -..:.: _......:.... - - .::. .... .. �..- - - - - - - , I I .., I,,,r .L . - -........ _ --------- -.._.____ _--_..-___ .. V :. _.... '� . .'' �. ,,,-. , ., , j� I ( ,5 Electrical Layout j'!1' ' A, �' , , ,. I I . ( ) C D) ( ) A C D E 1 : Project number 22013 {;' Date 2/21/2023 .' Drawn by HA Q �; ';" Mezzanine Floor Electrical Layout Second Floor Electrical Layout x'' i...,„,I 1 rl _ , ,r 2 1/4" = 1'-0" Checked by GB77 % ",, d4 1` I' ' M E _1 I . . 11 . I 1. : N 01 1�I , . - ,, , I' ,Ij r, - ",!: ` Scale o fly ' As indicated { I i' ,