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Home My WebLink About48811-Z �o�OS�EF04 Town of Southold 6/24/2024 a P.O.Box 1179 o _ 53095 Main Rd 'yfij0 ao�° Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45302 Date: 6/22/2024 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 405 Racketts Ct,Orient SCTM#: 473889 Sec/Block/Lot: 17.-6-8 Subdivision: Filed Map No. 'Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/27/2022 pursuant to which Building Permit No. 48811 dated 1/26/2023 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(meets town definition of a demolition)to existing single family dwelling with unfinished basement, sunroom and front covered porch as applied for The certificate is issued to Treiber,Irene of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-18-0087 5/22/2024 ELECTRICAL CERTIFICATE NO. 48811 5/7/2024 PLUMBERS CERTIFICATION DATED 1/13/2024 c rd J. Cannarella, A o ize i nature s��Su c TOWN OF SOUTHOLD BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE "oy • SOUTHOLD, NY o �o 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#: 48811 Date: 1/26/2023 Permission is hereby granted to: Treiber, Irene 5 Tanglewood Ln Sea Cliff, NY 11579 To: Construct additions and alterations (meets town definition of a demo) at existing single family dwelling as applied for, with HPC and SCHD approvals. At premises located at: 405 Racketts Ct, Orient SCTM # 473889 Sec/Block/Lot# 17.-6-8 Pursuant to application dated 12/27/2022 and approved by the Building Inspector. To expire on 7/27/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,488.00 CO-NEW DWELLING $50.00 Total: $1,538.00 Building Inspector pF SO!/��o! 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q �► • �o sean.devlin(a)-town.southold.ny.us Southold,NY 1 1 97 1-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: . Irene Treiber Address: 405 Racketts Ct city:Orient st: NY zip: 11957 Building Permit#: 48811 Section: 17 Block: 6 Lot: $ WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: 390 Operating Corp. License No: 35594ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 4$ Ceiling Fixtures 5 Bath Exhaust Fan Service 3 ph Hot Water GaSX2 GFCI Recpt 7 Wall Fixtures 6 Smoke Detectors 5 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 26 CO Detectors Sub Panel A/C Blower 2 Range Recpt DoublE Ceiling Fan 2 Combo Smoke/CO 3 Transfer Switch LIC Lights Dryer Recpt G8S Emergency Strobe Heat Detectors Disconnect Switches 3$ CableTrack Lighti 75' Exit Fixtures H. Sump Pump Other Equipment: Fridge, Oven, DW, Micro, Hood, W/D, Mini Fridge, 200A Panel 40 Circuit/ 39 Used Notes: Two Story w/ Unfinished Basement Inspector Signature: Date: May 7, 2024 S.Devlin-Cent Electrical Compliance Form Q�off/ Town Hall Annex Telephone(631)765-1802 54375 Main Road Pax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATIO-N Date: �A v - Building Permit No. 1 Owner. \'C�qC' (Please print) / (Please print) . I certify that the solder used in the water supply system contains less than 2110 of 1% lead. (PLutfibers Signature) Sworn to before me this '� h DUANE TOWNSELL IR NOTARY Puftic.STA rE OF NEW YORK day of OPUQIr 20 ';t Registration No.01TO0011469 QaBiifieci in Suilbl Coun i My Commission Ex ices: /' 7 Notary Public, 5 �� CountY Lf OE SO(/TyOlo L4 L4 V J T P—'q,--7..Ac-5- - # # TOWN OF SOUTHOLD BUILDING DEPT. ycourm��`' 631-765-1802 .INSPECTION [ ] FOUNDATION 1ST [ ] 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: DATE - 121; INSPECTOR ' hO��OE SOUTyO� - * TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] 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: DATE I INSPECTOR L Of SOUTho� # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 qsst( INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION/ ULKING [ ] FRAMING /STRAPPING [ FINA= PCOnsiWc ' [ ] FIREPLACE & CHIMNEY [ ] 'FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: fffi y U R�✓ �mol� Co - AAOWv� &1cc a— , l sue,, l tw�&L (girt) OAJ . C_" el DATE INSPECTOR OF SOUIyO� H[ ?,El *. # TOWN 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 REMARKS: DATE 'L INSPECTOR SO(/l�o� QQ l # TOWN OF SOUTHOLD BUILDING DEPT. �yco 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] ULATIOWCAULKING ] 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: l eg DATE INSPECTOR a SO(/Tyo� f # TOWN OF-SOUTHOLD BUILDING DEPT. `ycourm1 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [PJ40UGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Cow lotombi'" �- �sSv✓lz C� D +0 Ce4 ruve" DATE �- ��3 INSPECTOR Bunch, Connie From: Fuentes, Kim Sent: Monday,April 29, 2024 3:25 PM To: Bunch, Connie;Jarski,John Subject: HPC Treiber-405 Racketts Court Hi Connie and John, During the April 25, 2024 meeting of the HPC, I requested that the Commission indicate their approval for the finished work at 405 Rackets Court (Res. 11.23.21, amended 8-25-2022) The Commission members indicated their satisfaction with the finished work. Kim E. Fuentes Board Assistant Zoning Board of Appeals Coordinator, Historic Preservation Commission 631-765-1809 kim& floulholdtowngy.gov Location: 54375 Main Road Mail:P.O. Box 1179 Southold, NY 11971 o a e 1 I I s � .� <' �� ;,. t�' <., _ _ x 1 �ti tom,, � ,` i . � � � . . 4 . ..�. : .� f 4 , .� -�� .. - ��. •. r . � � � �: :� �. LAY. S�J I ..+_ k won AW 'i � Y , -kilo, � I�pr" r� a ,: +.,_ u..� �t ,, ��i x'w'v�` ~� +i"'• � - � �. j" ..;1,,., t h; .z't•tii�+*`•rv` .^..�. '� r, `*'`• Y''�?,F i y�r,.� �. t.-♦ Avi v +,rxa .: ,_.SLri�l M"'x{j�'±fc �Vr �t t :`�. ..� t'�'.i- ��Y_ .-.ri :♦ "�� i,1,er,A„�j�= �f_�.:y�R+{ nr�,Yf „� r 1a 1� .i� 1 c:�'M�'o� i4aa� i;`` ;.i f 'r A Y. k � � asL�� F+r^ '\. 1,• .:'�_"� ^V i{ , `��`,<,�,�r�4�'�j.. y �`��'t"r'} r �. •i F1� � 'C<a �� s*.' i , i.�"a',� ""11 i�� r t ice# x t7d #d*S Y *, r t . r v ti= N rw1 aiyyy,��. •i[{ it ti� u ti t: s ,� '1 t i•� r iL t, ♦r �i. >•S as jam' 't a aFT '}p,�'i'�` '' 1 ^+ `�`,i�e tix ' ".r t. +. �'•. v r n `e' r`✓+ - ,. r f F°�'fl�. � Ms ear 1 ` � ♦ y Y -G y f 4 ".�� 1} y t, r - - 1;�+'. 7 e y ,kti � �•� n •t' 1 x � r�Kj ��..•� { .V.;S 1` �;'"f`' W.� r1�'; Y d.•��i i � - a . .. ';� '1C:if F.. ae fi � t _:y � • •'y'C � J p i1 tea'. ♦A }T�' � � 1 c v i �g��` w �- t ;� t i� ' t }, +tY. IL eS a/r f i4A III . 4 y �r f,i r i!f �! �� J r, r,J i ��./ .7 F a. _. .��:�i#�f�.L ... •.�.. . t F - =+, r �4 E 1W� 11�1 Suffolk Security Systems Suffolk Security Systems Incorporated 50300 Main Road • PO Box 1355 • Southold NY 11971-0937 Telephone(631) 765-5262 • info@suffolksecurity.com January 19,2024 Sean Devlin, Electrical Inspector Town of Southold 54375 Main Rd PO Box 1179 Southold, NY 11971 RE:405 Racketts Court,Orient, New York Dear Sean, It is my understanding that you failed the smoke detector inspection at the above address stating,"Can't use battery powered smokes." Can you please cite the sections of the NYS Residential Building Code and NFPA 72 that lead you to this determination? For reference, I have included key points regarding these important life safety decisions. The 2020 Residential Code of New York State states the following points. • R314.4 Smoke alarms,shall be interconnected in such a manner that the actuation of one alarm will activate all of the alarms in the individual dwelling unit.F ysrcal trn�terconnecLion-of smoke-alarml7uaot 6e-ceq�i►re where list_wd Iceless al ra ms b e installed -afll1fa a ms sound upon-activdiion-of_orii-alarm XR314.6 Smoke alarms installed in accordance with Section R314.2.2 [Existing buildings undergoing repair,alteration,change of occupancy,addition,or relocation] shall be permitted to be battery powered. • R314.7 Fire alarm systems. Fire alarm systems shall be permitted to be used in lieu of smoke alarms and shall comply with Sections R314.7.1 through R314.7.4 o R314.7.1 General. Fire alarm systems shall comply with the provisions of this code and the household fire warning equipment provisions of NFPA 72. Smoke detectors shall be listed in accordance with UL 268. o R314.7.2 Location.Smoke detectors shall be installed in the locations specified in Section R314.3 o R314.7.3 Permanent fixture.Where a household fire alarm system is installed, it shall become a permanent fixture of the occupancy,owned by the homeowner. o *R314.7.4 Combination detectors.Combination smoke and carbon monoxide detectors shall be permitted to be installed in fire alarm systems in lieu of smoke detectors,provided that they are listed in accordance with UL 268 and UL 2075. The fire alarm system at this residence conforms to ALL the abovementioned requirements for renovations of existing buildings such as the project in question. Furthermore,the provisions of R314.7 for fire alarm systems in new construction allow for wireless smoke alarms in the household warning equipment provisions of NFPA 72. For your convenience, I have also included the technical specifications for each of the life safety devices.You will see that they respectfully conform to UL 268, UL 2075 and UL 521 as required in the residential code. There are many misconceptions about fire alarm systems from alarm companies. I would like to clear up some of the more common arguments we hear. 1. "If the homeowner stops getting central station monitoring,the system will not work."This is patently false. Regardless of whether a client has their fire system monitored or not,the smoke alarms will continue to locally provide all the life safety features as designed. 2. "if the homeowner cancels monitoring the alarm company removes the equipment."This is not true.While many years ago,there were alarm companies that leased their systems,this is no longer the case. However,the primary reason for R314.7.3 is to prevent this from occurring -the homeowner owns the equipment, leasing is prohibited. 3. 'The homeowner can remove the batteries."A homeowner canjust as easily remove and disconnect a smoke detector whether it is battery operated or line voltage operated. In fact, nearly every day when we are selling alarm systems,we walk into homes that have missing line voltage smoke or CO detectors. None of us can control what a homeowner does after he gets his certificate of occupancy. If a homeowner has a monitored system with us,we do have the advantage of contacting the client to get that resolved but that is a separate issue not relevant to the code compliance issues here. We do have a common goal -improving the residential life safety for the residents of Southold Town. I appreciate the opportunity to review this situation with you and see your response with the cited code you reference for this denial. Respectfully submitted, Paul J. Romanelli President PS-We will check the location of the second-floor smoke detector and relocate it as requested.We will send a photograph upon completion. J aW ProSeries Security and Life Safety Sensors Technical Specifications Life Safety Sensors Combination Smoke/Carbon Monoxide (CO) Detector PROSIXCOMBO/PROSIXCOMBOC(Canada) Mounting Hardware:Included Qty 4(Panasonic CR123A only) „i';l itil) LED Indicators:Yes Operating Temperature:32°F to 100°F(0°C to 38°C) :•d. .,.„ r,;; y7} 360°LED Ring:Yes Storage Temperature:14°F to 158°F(10°C to 70°C) Voice Annunciation:English/Spanish or Relative Humidity:95 io max.,non-condensing wl English/French(Canada version only) Dimensions(Dia x D):6.3 in x 2.0 in Audible Signal:85 dBA (160.0 mm x 50.8 mm) Heat Detection:>_135°F(57°C) Approval Listings:FCC/IC,ETL Listed to and Transmission Range*:300 ft(92 m) UL 2075(US version); cETL Certified to ULC RF Frequency:2.4 GHz S531 and CSA 6.19(Canada version) Encryption:128-bit AES Other Standards:RoHS Tamper Protected:Cover One-Go-All-Go:Yes Power Requirements:3 V CR123A Lithium Battery, Carbon Monoxide (CO) Detector PROSIXCO/PROSIXCOCN(Canada) Mounting Hardware:Included Operating Temperature:32°F to 100°F(0°C to 38°C) 3j� �fR: LED Indicators:Yes Storage Temperature:14°F to 158°F(10°C to 70°C) �•,r.l Audible Signal:85 dBA Relative Humidity:95 io max.,non-condensing ` Transmission Range*:300 ft(92 m) Dimensions(Dia x D):5.3 in x 1.7 in RF Frequency:2.4 GHz (134.6 mm x 43.2 mm) Encryption:128-bit AES Approval Listings:FCC/IC,ETL Listed to QL '.51 Tamper Protected:Cover (US version);cETLus Listed to UL 2075, Power Requirements:3 V CR123A Lithium Battery, CAN/CSA 6.19(Canada version) Qty 2(Panasonic CR123A,Duracell DL123A or Other Standards:RoHS Duracell DL123) One-Go-All-Go:Yes f:,. IN Detector :;."".. PROSIXSMOKEV Mounting Hardware:Included Power Requirements:3 V CR123A Lithium Battery, LED Indicators:Yes Qty 2(Panasonic CR123A) •, =`. Audible Signal:85 dBA Operating Temperature:40°F to 100°F(4.4°C to 38°C) Heat Detection:>_135°F(57°C) Relative Humidity:95%max.,non-condensing Rate-of-Rise(RoR):>104°F(40°C)@ 15°F/min Dimensions(Dia x D):4.7 in x 2.3 in (8.33°C/min) (119.4 mm x 58.4 mm) Transmission Range*:300 ft(92 m) Approval Listings:FCC/IC,cETLus Listed, RF Frequency:2.4 GHz Certified to UL 268 and CAN/ULC S529 Encryption:128-bit AES Other Standards:RoHS,Prop 65 US,NFPA 72 Tamper Protected:Cover One-Go-All-Go:Yes Heat Detector �.- PROSIXHEATV ' t Mounting Hardware:Included Power Requirements:3 V CR123A Lithium Batter LED Indicators:Yes Qty 2(Panasonic CR123A) Audible Signal:85 dBA Operating Temperature:40°F to 100°F(4.4°C to 38°C) Heat Detection:>_135°F(57°C) Relative Humidity:95%max.,non condensing Rate-of-Rise(RoR):>104°F(40°C)@ 15°F/min Dimensions(Dia x D):4.7 in x 2.3 in (8.33°C/min) (119.4 mm x 58.4 mm) Transmission Range*:300 ft(92 m) Approval Listings:FCC/IC,cETLus Listed, RF Frequency:2.4 GHz Certified to UL 52+1 and CAN/ULC S530 Encryption:128-bit AES Other Standards:RoHS,Prop 65 US,NFPA 72 Tamper Protected:Cover One-Go-All-Go:Yes 4 *Varies based on each installation due to environmental conditions. Pere AM, P Architecture Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(631)603-9092 Design + Build January 17,2024 Treiber Residence 405 Racketts Court Orient,NY 11957 Tax Map#:1000-17.-6-8 ' To Whom It May Concern. Based on my inspection at the above address,the first and second floor foundation as well as the insulation were installed per the architectural plans & meet NYS building code. Please contact my office if you have any questions. Thankyou, Anthony Portillo,RA, LEED AP 1�OF IN ; Page 1 of 1 Building Envelope and Duct Tightness Report 2018 IECC as amended by the 2020 New York State Supplement,sections R402.4.1.2 and R403.3.4 Address of Test 405 Racketts Court,Orient,NY 11957 Test Date 1/18/2024 Building Permit#: 48811 V Compliance Pathway Performance Test Completed by: Christopher Silvia RESNET Rater ID# 4150294 Home Energy Solutions NATE ID# 187 East Main Street ICC ID# Huntington,NY-11743 BPI# 631-673-0664 Building Enveloue Tightness Volume Calculation: Check if- Floor Area Volume ❑ Conditioned Basement Basement ❑Conditioned Crawl Space 1 2104 18932 ❑� Sealed Attic d n 2 849 9137 he c tioned floor area of dwelling is calculated in 3ed ac dance ith ANSI Z765,.except that conditioned floor Attic 4387 4a,=W25a include areas here the ceiling height is less than 5 Total Volume 32456 CFM @50 pa 1596 Air changes/hr@5 Code Compliance: Pass. 41 Duct Tightness. Post Construction T_st T al Du Leakage System-!: 1st Floor Duct Location Basement Floor Area 2104 Leakage CFM 25 a 83 CFW100 fe CFA 3.94 Code Compliance: Pass g @ P � � . P i i System-2: Within Condition Space Duct Location Conditioned Space Floor Area Leakage CFM @ 25pa N/A CFM/100 ft2 CFA N/A Code Compliance: Exempt System-3: Duct Location Floor Area Leakage CFM @ 25pa CFM/100 ft2 CFA Code Compliance: All building envelope tightness testin411i6s'4eeh.ve06ed.using instruments and procedures specified in ASTM E1827 as required by 2018 IECC as amended by the 2020 New Yolk Sta'tii upplement,section R402.4.1.2.The building duct and plenum system has been verified as required by the 2018!ECC a mended'by 20ZJ New York State Supplement,Section R403.3.4. Signature: `` =- ry'` ' _ ,, �,•-- Date: 1/18/2024 ! Christopher.Silvia;'Hi ine Energy Solutions FIELD INSPECTION REPORT DATE COMMENTS r FOUNDATION (1ST) ------------------------------------ sx FOUNDATION (2ND) cn l �ht � ✓ �n -.0 ° �y ROUGH FRAMING& �1 PLUMBING � II �O�/ ti /vcrhi• .� 2��s� ©,� • y C� fi a � � r INSULATION PER N. Y. (� 3 STATE ENERGY CODE P. FINAL Ll ADDITIONAL COMMENTS C6 �- -ate •-�-� V��r L.i - � o 5 .a 3 P�.cc i vim( oc�rori r Z l o ?�� u�oe 22S C ✓•�, f0S2/ m eAb *WV ro •l, A� i �1r � ,3a-.:)O r� c- av Af i "c Qt& Vf N � O z o y t o � ob y 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 For Office Use Only ® �� ] UD f1 PERMIT NO. Building Inspector: DEC 2 7 2022 BUILDING DEPT Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:12/22/2022 OWNER(S)OF PROPERTY: Name:Peter & Irene Treiber SCTM#1000-17-06-08 Project Address:405 Racketts Court Orient NY 11957 Phone#:516-403-3434 Email:pstreiber@gmail.com Mailing Address:P.0 BOX 152 Mattituck NY 11952 CONTACT PERSON: Nam e:AMP_Arch itecture,..Jess_Magee_—__--. ---__µ— __�.._ Mailing Address:P.0 BOX 152 Mattituck NY 11952 Phone#:631-603-9092 Email:msarabia@amparchitect_com DESIGN PROFESSIONAL INFORMATION: Name�:Anthony Portillo,AMP Architecture Mailing Address:P.0 BOX 152 Mattituck NY 11952 Phone#:631-603-9092 Email:aportillo@amparchitect,com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ®Addition ®Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes ®No 1 ' C property:'Singlp Farpily j3psiftnce Existing use of property:Single.Family Residence Intended use of prope Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 NC this property? E]Yes @No IF.YES,,PROVIDE.A COPY. 4W ft,N 6- Imi"Aiia* "11,0111 Or-1 _0 W"v &AW,bk. Mai 46-***�,#�;t-, K dill IN "ift -F V -001*0�c kic 4a Application Submitted By(print name):AMP Architecture, Michelle Sarabia INAuthorized Ag nt ClOWnerSigpature of Applicant:Date: 12 STATE OF NEW YORK) SS: W1 I tOUNTY-OF Suffolk OKI,AACI�__- ® ��1 �� f� AMP Architecture, '. --tieing duly sworn,deposes and says that(; e the (Name of individual signing contract)above named, BUILDIN6 DEPT LFTH (S)he is the agent -TOWHOFSOM0 (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 ther !th. Sworn before me his j1day of 20 Notary Public J Debor&OflowAd I"IMAW Notary Public,State of York PROPERTY OWNER AUTHORIZATI F;& No.0IM6280392 • ..I Qualified in Suffolk County (Where the applicant is not the owner) q... Coannissfoii Expires 05/1312 le op, S CFcs v/L residing at S '74-4 hereby authorize.AMP Architecture to apply on my behalf to Town of Southold Building Department for approval as described herein. Owner's iighature I Da Ae-t�eA- Print Owner's Name 2 FORM NO.3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE:August 13,2021 TO: _ AMP Architecture(Treiber) 1075 Franklinville Road Laurel,NY 11948 Please take notice that your application dated August 4, 2021: For permit:to construct additions and alterations to an existing sWglejqpjiy dwelling and alterations to an existing accessory garage at: Location of property: 405 Rackett's_Court, Orient NY County Tax Map No. 1000—Section 17 Block 6 Lot 8 Is returned herewith and disapproved on the following grounds: The construction is not permitted pursuant to Section 170 of the Southold Town Code and is subject to Historic Preservation Commission approval Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require filrther review by the Southold Town Building Department. CC: file,Landmark r Li'� i � our Unig4 Mariella Ostroski, Chairperson J��g 1-71 %,00 Town Hall Annex Anne Surchin,Vice Chair yei 54375 Route 25 Fabiola Santana `� TOWncf P.O.Box 1179 Allan Wexler SOUTHOLD r Southold,NY 11971 �:n�tuyoeK Tara Cubie =f,a{ Fax: (631)765-9502 Jerilyn Woodhouse z Telephone:x kunded n'' o (631)765-1809 Na 1690 v� www.southoldtownn Marina de Conciliis o � y Kim Fuentes, Coordinator '9.0, ec (� {� W ARFSERV004 G D L� LS U August 9, 2023 AUG 9 2023 Ms. Irene Treiber Building Department 5 Tanglewood Lane Town of Southold Sea Cliff,NY 11579 RE: Certificate of Appropriateness#11.23.21 Amended August 25, 2022 405 Rackett's Court, Orient, SCTM# 1000-17.-6-8 Dear Ms. Trieber, I am writing to you to inform you that members of the Commission have recently noticed that elements of the finished work on your property vary from the Amended Certificate of Appropriateness issued to you on August 25, 2022. According to the approved architectural plans (Sheet SD-4 dated August 18, 2022), prepared by Anthony Portillo, the window placement over the porch should have two courses of shingles below those windows with a 5-1/2 inch exposure so that the windows would be about 11 inches above the low-pitch, shingled roof. Currently, it seems that, at best, a 4 inch course of shingles have been placed, which aside from deviating from what was approved, will be problematic in terms of snow build up against the windows, and maybe even moisture problems from back splashing. A good rule of thumb is to leave at least 8 inches of space between the bottom of a window and the roof shingles. It is recommended that you request a site review prior to continuing work to ensure there are no other mishaps or disparities that could cause loss of time and expense on your part. At this time, the HPC is unable to issue a Certificate of Completion until the window placement is corrected. Respectfully, Kim Fuentes, Coordinator cc: Anthony Portillo, AMP Architecture, LLC ikeVerit- °Town�of�Southold`Buirdin�De artment Encl: Sheet SD-4, dated August 18, 2022 prepared by Anthony Portillo,Architect 3 2 Z F��w"' REV. 2 ¢3 1 �y�H EXISTING fi w o�cax �W \�I � N U•� w W Y¢Q I ua FF�3 se z oQyg -'i la¢ a '�f ocm '¢ a =LLLLNLL Ir¢ a o�F=� _ ---- ——— — -------— — EXISTING BLACK, _ — — — ASPHALT ¢ to g a o a?> ---� --_——_ _— = ROOFING Ian �< e _ \ — � 'az z cwuzi rria — a c w I�agg6a� -- , I --- —Imo_— .-r—¢✓3 0 lo ! �l o Za - Izaoz - '� I O O Ix,x•2 FRw I_ I I _ EX15TINO WHITE I I _ VINYL SIDING ke5T ELEVATION (FRONT) SCALE: 1/&"= I'-0" PROPOSED ELEVATION NOTES O1 ENTRY DOORS BY "THERMATRU"MODEL 9 "582105-GBGG" c 7 DOOR 6,LA55-COLONIAL 5 LITE • WHITE FRAME FINISH T PAINT BY °BEH 1N"PALE CORNFLOWER BLUE" V V J= VENTURE BLACK NICKEL HANDLESET [1 O WINDOWS BY'MARVIN' �J AUK 2 2022 'EXTERIORFINNIISHS'PE55LE 6`RAY' d AWNINGS �j[}i040 ION 5-2 DIVIDED LITES AT EVERY PANE TOWNOF�p�,S10N�MM�$S p i:.•5I I.•!I! !I I I 1. I A 1C PRESER ALL EXTERIOR TRIM TO BE 5-1/2"AM<;WHITE y{tisfOR III fill Ilillil11 1 .1 1 ALL DECKING 4 STAIRS TO BE IPE NATURAL-WOOD r- F- to __ L I J_I! !I �'! _!h BRAZILIAN IFE W Z WOOD UNTREATED TO TURN 0 O �� FF C REY NATURALLY LiuV ee li �ri .�Y �j , ALL SIDNG I TO OF%CEDAR" Q y COLOR,ARG-OS(65EY) m FF I I 8 0 ALL SIDING TO BE 5TYLE R: OU WN 6H5A 5HIN6LE L1J Ltl Z G DOUBLE SHAKE: I !! : ' rn I i Ihl I I I"111 I I ' I 'I I I I I I I �I I I I I 1• I I ICI 11 6U+ITE SIZE,45-105"WIDE AND Is"TALL W/T"EXPOSURE O Y _ 1�{ �1 "1 I. I t I I, ' 11 Il 11 i 11! 1 I 11!I II i 1 1 I11 I 11 1111 I .I11 itl. Z U r' 1 +I � ! ALL ROOFING TO BE METAL SHIN61S5 BY°BERRID6E' " 111 Q Z i'`' -'"r O ALL ROOFING TO TED TO TURN DOLOR:CHARCOAL GREY �-�-,- -JLu 1 ,__� 5TY1.E:VIGTORIAN SHINGLE � � � 51g,9"WIDE AND 12"TALL LL O� O 5 O CHIMNEY VERTICAL EXIEN51ON TO MATCH . . �.e N I� I. , EXISTING MASONRY BRICK AND FLUE STYLE A+ -i a {G `�� I, I 1•il L, !I L -- '1 1 I-�I-I I i�I I — i !_'- r NEW b"SEAMLESS GUTTERS 4 DOWNSPOUT5;WHITE, (= d•" �"`m` '��1�:\ a '• 1 I ,ICI.. , 'I I IJ ,�-(, I I i T ~ , , �-; 5 O8 ROUND ALUMINUM(TY ) �a I I PROVIDE WHITE"PERMAGAST"COLUMN FORT. i' y!I` It I' -1 I! L I, ,.l i i! I u1Ll i ' I O ALL EXTERIOR COLUMN LOCATIONS } y' .10 9 I N NEST ELEVATION (FRONT) �q�'�. 3740b Ac`� � (f Our Vnigo, Mariella Ostro*4 Chairperson a�c9 Ay Town Hall Annex Anne Surchin,-Vice Chair 0mm� i V 54375 Route 25 Fabiola Santana Q4 tand 110 P.O.Box 1179 Allan Wexler,', Southold,NY 11971 Tara Cubic LL= Fax:(631)765-9502 Jerilyn Woodhouse 3 ',i Telephone:(631)765-1809 Marina de Conciliis � j� w%vw.s6utholdtownnv.eo6 Kim Fuentes,Coordinator '°q��tAvnn'"ot, August 9,2023 Ms.Irene Treiber 5 Tanglewood Lane Sea Cliff,NY 11579 RE: Certificate of Appropriateness#11.23.21 Amended August 25,2022 405 Rackett's Court,Orient,SCTM#1000-17:6-8 Dear Ms.Trieber, I am writing to you to inform you that members of the Commission have recently noticed that elements of the finished work on your property vary from the Amended Certificate of Appropriateness issued to you on August 25,2022. According to the approved architectural plans(Sheet SD-4 dated August 18,2022),prepared by Anthony Portillo,the window placement - over the porch should have two courses of shingles below those windows with a 5-1/2 inch exposure so that the windows would be about 11 inches above the low-pitch,shingled roof. Currently,it seems that,at best,a 4 inch course of shingles have been placed,which aside from deviating from what was approved,will be problematic in terms of snow build up against the windows,and maybe even moisture problems from back splashing. A good rule of thumb is to leave at least 8 inches of space between the bottom of a window and the roof shingles. It is recommended that you request a site review prior to continuing work to ensure there are no other mishaps or disparities that could cause loss of time and expense on your part. At this time, the HPC is unable to issue a Certificate of Completion until the window placement is corrected. Respectfully, Kim Fuentes,Coordinator cc: Anthony Portillo,AMP Architecture,LLC Mike Verity,Town of Southold Building Department Encl: Sheet SD-4,dated August 18,2022 prepared by Anthony Portillo,Architect EXISTING REV. 2 `„,'I - OS/18/22 ��•� �£3� Za- ASPH L ROOOFN BLACK 6 U_tg¢ I^ J-• I_ _ i I I I' _ ESTING V8117£XI I 1- U�'—I ,- fi VINYL SIDING _�—�-• I' ICI - _ •c• _ P-ST ELEVATION(FRONT) -AM Va•-I-' ELEVATION NOTES 'a PROPOSED O ENMY�BY•THERHATW•MMEL S y DOOR RA NIPL bLITE MA V��nit 2 D • TE 19NISH RNISH UU 11f= - PAW BY LACIK lUCI® °IN'PALE CORlFL B2'LU tl .' VEN7IJRE E4.ACK .HANDr rT� 1\\11{��tVJ,^IIJJ\l\UU55 - QQ - MlaowsBY'MARVIN• - pUG 23 2022 'ELEVATE•SERIES DOLOLE491461,4 AwNING5 y EXTERIOR FINISH TEBELE GRAY' O�}401D TON •.,1•. �•I' I I I'I I I I I I I 1111 I I'I 5-2 DIVIDED LITrS AT EVERY PANE MOPS BOO •'• '•' I! I A 1 I I A ! 'IOtASI ALL EXTERIOR TRIM TO BE S-IQ-A954 MOTE lCP 11• v.I 11 I I 111 1 t L1 ILIA 1 1 ALL DECKING A STAIRS TO eE IPE NATURAL n I• 1 •r ' 'f.'i�4:-L. 6 GREY NATURALLY IPE WOOD UNTREATED TO TURN W O lyi•. L •I' III IAI 1! I'I I.. GREY NATURALLY F cOi ALL sIDINs TO BE (OFMYJ• m Q H I Iris. - 1 A n. 1 ALL�DIN9 Ta 9e GRPJLC SNAKE . LOLOfL hR60 (GFSYI EEW "-1 '•1 I !AI 'I I'• +I"I A 1' +' IA I I I'ni i I' t 1' - O pyre SI5E,42I 105'KM AND IGIe TALL wT e�mm U F 11 1 I+ 1 I!II I 11 1111 1 ! 1 l) I 1 11:1.1 1 1 1 Il I,............1.1 111:, Z Z I _ Z OO ALL ROO To IED TO TLWI GOLOW G1ARf.ON.FiPET NElF 6Y'6HiRmC•Z ¢W Sm q POPE IAti 12-TALL ¢ Ip K Tom'. ---'jiI •• ---:- `�.. i -=�- _: -r: <—; .—� .�� 51>'�9'pDEA1D IT TALL 0 0 I 1 y. ; •` 1 y uxr•P✓E•r V13MCAL exTENSM TO MATCM a �'J T I'•?"1' I�� _ I' EXISTING KNSONRY BRICK 1-10 PVJE STYLE ^� .q i1 :�`� r1 •• 6.5-..AMLB9 GVRHta f DOMYPOUT51 WMRE, /� n I,_,_,� ;ROUND AOIMIMM CIYrJ t= m+^•-Y`�a l 'I^T�• r^�="'r•'-f` '•'�Y t-'a""L�- � �, PRaNDe SMITE'P9IMACAST•COLUNM FOR .I .TT7'.'�lj i `.'.'+-d I• ""-P•"" ^'r•�� ALL EXTERIOR COLII•W LOCATIONS I 4 Lq •ifj O PeST ELEVATION(FRONT) ��9� scnLe,us•=ro• pF IV6`� s a v Treiber 3D Renderings 405 Racketts Ct, Orient NY 11957 man R WE LT TOWN OF SOUTHOLD HISTORIC PRESERVATION COMMISSION sir♦ „ �'� ,,III, �'.� ��F`�`��r,�?�i`��"'�,r,,dt: 'd� '� �'� � � � �'1 � Ali• IN Awr HAVA ft o4w V. YA fit A Alf t it � •R� _ it l; '` •♦� iY .t i r M}.... Jr .1 Ns;.i'` '\j Iliw�1 .,:•ti "`__ -1` - mac' '' L !Ti x. - - w r rPyj , .�t �ti!•� < �d I i D A U NWE U Treiber 3D Renderings OCT 7 1 2021 405 Racketts Ct, Orient NY 11957 TOWN OFSOUTHOLD HISTORIC PRESERVATION COMMISSION 111 y L •L i "low 1 YY" .. PRODUCTS COLORS ROLL FORMERS GALLERY RESOURCES VISUALIZER FIN[ A W-P REQUEST CENTER Victorian Shingles PRODUCT INFO aora"wo f,'F, TECHWWAL DOWNLOADS RAJ.. 3 ys I o � REV. 2 EXISTING 2 GAR DETACHED a ¢W a W- � • � � ,. GARAGE•PROPOSED I GAR PROJECT/ZON(t a-6ATA=,---=- - - _ -- --- - -- I= e GARAGE 4 POOL HOUSE \•�� y N IwN ¢'mV TAX MAP# 1000-17-06-05 s o c rz (ALL PROPOSED WORK WITHIN EXI5TIN5 FOOTPRINT) ZONING DISTRICT I R-40 NON-CONFORMING 's LL o s LL>i LL 552'44'50"W — — — — — — — — — — 14-1.00' —� 3 IS z o o ; -F a LOT AREA 0.5 ACRES c a I..S 5 5 z s `CofO-DWELLING S DETACHED ¢ 2 GAR GARAGE #37347;12/15/2014 o � ffi I6 E Y1 I GofO-DWELLINGDD ADDITION 08/OI/1980 a _. 1'n In n �uuai'O• i�3a¢ I EXISTING INOROUND I I� GofO- INGROUND POOL211137;OD/17/1982 o s W 1 POOL I T oar I SOUTHOLD TOWN HPG RESOLUTION#11.23.21 } `c cli .LV1 WYLI'YZVL. __._________._e N NIN S VQ I \ O Z I I DESCRIPTION(FOOTPRINT) AREA COS E€z a i In TOTAL LOT AREA 22,545.0 S.F. NEW STAIR & PROPOSED I EXISTING DWELLING 1,400.0 S.F. 62% 62 7' LANDINGS DWELLING I EXISTINC7 ADDITION EXI5TING DETACHED GARAGE 59$.0 S.F. 240% 1 50 RZA;z� Y, zRzR) eE =;XG', _ _ _ _ _ _ _ _ __ _ __ 1 EXISTING INGROUND POOL 610.0 S.F. T 3.0% - i 1 PROPOSED DWELLING ADDITION 700.0 S.F. 5.1% PROPOSED COVERED PORCH 100.0 S.F. 0.4% I ji I TOTAL AREA OF ALL 5TRUGTURE5 5455.0 S.F. 15.5% ••MAXIMUM LOT COVERAGE ALLOWED -20% 15 1EXI5TIN5 2 STY ` REQUIRED SETBAGfC -MAIN BUILDING-- �I DWELLING ----- --- I ,i : S 1 / in I REQUIRED EXI5T. PROP05ED COMPLIES 1 FRONT YARD 40.0' y 64.8' 66.0' YES 1 a 1 j j/ ��/ I/ / 9.6' SIDE YARD 15.0' 335' 19b' YES >; I Q I I I BOTH SIDE YA5D5 55.0' 962' 82.3' ` YES REAR YARD 50.0' 45.1' 50.2' YES PROPOSED j COVERED PORCH SITE LAYOUT NOTES: I. THIS 15 AN ARCHITECT'S SITE PLAN b 15 SUBJECT TO VERIFICATION BY A LICENSED SURVEYOR. THE INFORMATION - - - - - - - , '�/ REPRESENTED ON THIS SITE PLAN 15 TO THE 1 40 F FONT "'AFC 5ET=AG`� 1 c/�/ ARCHITECT'S BEST OF KNOWLEDGE. 2.SURVEY INFORMATION WA5 OBTAINED Z Lo d l(1 FROM A SURVEY DATED AUGUST 30,2021 ir O O Of IU i No X AND PREPARED BY: W H 0 O 1 111 1 JOSHUA WICKS LAND SURVEYING m Q >; 3 14 TRAINOR AVENUE ep I /l CENTER MORICHES,N.Y. 119 W z 34 L z (631)405-8108 LLI~ � w Lo IX !1 �T'.. I•,G- 17>�IVE%v•'�y R#Ly� s•��1 t`• ��• O I - IL N52'4450"E — , 14'i.0' R A T T S C O U R T PROPOSED SITE PLAN o�ao�,ro �sa"' c 0'TCY SCALE: i" = 20'-0" a a� 3 a C. Ill Z�Q W„, C ENERAL 5YMBOL KEY: REV. 2 ¢3 y m EXISTIN&TO REMAIN NN FOMATION WALL '� 05/18/22 a s= I�z a s� SS Y '� �xO mm WOOD FRAM �. /� o¢ o ¢ O 0 YI o o�'ouola f{�yY• Iwy ¢ ,mU S.3 j Q8 Q RE i ssilo,��LL O Iw0 N NOOSO ,F I�E�E aWrg.SQ o U"R, a i¢N o 'f$W¢Qo cpSE O� EX 5-IN5 -OOLj E a a'ii„o,�OlzaS�Qrc I o 1 I �� ao I I z N J N 1 I \' Nry ILL�W�1=F MODIFIED, II ��' 5,�1 KITCHEN _— .(gel 50 sera.atSk fn p I:NEW MA5TE / • J I BATFfRb'M WOOD BEAM FRAMEDI`I��—��i OPENING Imo, d�_ \ I ! 1 ! I — i�;Li i i MODIFIED Ij' IY NEWIWALK-IN mI DINING ROOM 'I MUDRooM I ;; GL. MODIFIED BEDROOM ! VNIo I th II 1 j�i MODIFIED — Q I�-', LIVING ROOM I NENtin z 0 0 � OPEN TO m ci ABOVE } I ! W � Z _ NEN SUNROOM x j q'-011�GLG. I I I H W Q 1- SHT. H a w — :—.--... LL O o NEW COVERED N v _lo I I PORCH I I 10 DN. EXPOSED WOOD CEILING i _ i ! A,:` k 1 BEAM5 THROUGHOUT c �� ', `` IDS D y�g FIRST FLOOR PROPOSED F1RST FLOOR PLAN 03 �fl� 0 SCALE, I/W=r-0, O F N� W m 1,400 S.F. EXISTING;2,090 S.F. TOTAL PROPOSED a a i 3 i C ENERAL SYMBOL KEY: _ REV. 2 _ 4 m w i �� EXI5TIN6 TO REMAIN !�V FOI1fIDATON WALL NEW WOiOD FRAME "•,�� Irn td � B�YyWa N F 2 p4ayS IYQ1� a m Q6WN R IJQ 6LL�� w0 N'N0260 I LL E z�F $ io¢ o'g � ¢ I�dyG FF a¢¢EH Q WW 4l 1I- i,N I � ono � i ialiea�,aq� UI,q�NW,LI1 I I I ' I I I lit I I f - - - - - - - - - - - - ' I, lyiylyi l I ' MODIFIED i ;_ � I I MODIFIED i i ! i_ — BEDROOM IV,YYI 11111 11 IYIYIYI IY YIYIYIYIIII I(I-yly IYI Ilylyly ill y, _8'-0" cLS. �' - - - I I I I I f I ,� ' s i';50 NEW I H5HT. a BATHROO I DN.i ! I I I '� jimillylylylylyi YIYIYITIYIYIII All �/. Ai I O I I I u; ICI I T f I MODIFIED� j _ - �� (•i�� II I ! i ,, BEDROOM ' I �" i / OPEN TO NEW BATHROOM' I I I f - - - - - -� lll/// BELOW � � i' I� I I A f 11 1 1MAWAIAi I-KIIA Z Lo LU im Q � r W 0 z L--------------------� W a z � LLI Lo PROPOSED SECOND FLOOR PLAN LL 00 J � Q q45 5.F. EXISTING; 1,015 5.F. TOTAL FROF05ED ve� r-o^ g a r cn Moir Cc Z�`-. EX15TIN REV. 2 W� � g=. 08/18/22 _ < z=3" I O � JOJ IOCR. 12 ,UJ.J.,WU Mg 1111=? O �UGtO ry O _ Q JW Z Z!F In"R � O FN EXISTIN6 BLACK - -- —— _-- — ASPHALT Q I�Q�r r� J a _ — ROOPIN6 — — a 'WH,= Ira a� — — L a I�W 'o Izw�oRr s I¢a• HER ------------- W ------------- I _ �l I 'Kauai�a2 y E.IF I �ZfQL I I I I i _ EXI5TIN6 MITE F T' i i I- I= I_ i I I I I- VINYL SIDING I 17 -- —L YgE5T ELEVATION (FRONT) SCALE: I/8"= 1'-0" �ROi�OSED ELEVATION NOTES ENTRY DOOR5 BY "THERMATRU°MODEL i y O "582105-GBGG" a T DOOR GLASS-COLONIAL 8 LITE n 1 • WHITE FRAME FINISH ^ U D • PAINT BY °BEHR" IN"PALE CORNFLOWER BLUE" • VENTURE 15LACK NICKEL HANDLESET D O WINDOWS BY'MARVIN' • "ELEVATE"SERIES DOUBLE-HUNGS d AWNIN05 17 EXTERIOR FIN15H "PEBBLE GRAY" OLD 3-2 DIVIDED LITcS AT EVERY PANE tPR�EV;b% }ONGOMMISS}ON /I I I I I I I I I O ALL EXTERIOR TRIM TO BE 5-I/2"AZBC;WHITE H} pf}1C In I 1. A I ' I. I _li I_ :1 O �L�EGKING d STAIRS TO BE IPE NATURAL. = n ' ' - I!•I'' • BRAZILIAN IPE WOOD UNTREATED TO TURN Z Lo Ali, 6 GREY NATURALLY �_ CO.T � ' I! I I I• I� ILL12ALL SIDING TO BE°NuGEDAR° W Q „„ j I'•, ,I ,I m , ' I , I ,'i '; '',•';', '' I .. I I :I IITi I ). ''I I I g COLOR,ARG05 fEaREY) Y. I I I I I I I 8 O ALL SIDING TO 13 - DOUBLE=J1iAiCEt �! I , WHITE SIZE,45 059' IW DE AND W TALL W T EXPOSURE m Z `1 ��I •'i'I ,i I. ; I I ' !I i III ! 11.1 I1 ' 1 1 11 I. I I!t I I 11 i;l.. C) :I I ALL RAOFIN6 TO BE METAL SHINGLES BY°BERRID6E' N LJJ Q ��r III it 1I n � 6 ALL ROOFING To r� I I. 2 O TED TO TURN COLOR,CHARCOAL GREY a. a W •—•--•� I.IY, � �I rr—I � _L ;—r— —^ 1----- .,T„ GREY NA STYLE:VIGTORIAN 5HIN61E ¢ � �' I I If i= 1Ls " I I i I i SIZE,T WIDE AND IZ"TALI. 0 CHIMNEY VERTICAL EXTENSION TO MATCH Q EXISTING MASONRY B RICK AND FLUE STYLE "s- a�"'" ^ IL L NEW 6 SE AMLE5S CUTTERS d DOW45POUT5;WHITE ROUND ALUMINUM(TYP) I I PROVIDE MITE "PERMAGAST"COLUMN FOR 1, P.,11 1 II ILI 1, av+ALL EXTE EXTERIOR _R R COLUMN LOCATIONS Qcy 4 q 4 _ pip 1 YJEST ELEVATION (FRONT) �y,, 37 0`` O a a EXISTIN5 o u o�oww REV. 2 �� m W 08/18/22 s �sa ¢ Z m mU` ¢�'i ioaamo N u10260 EXISTING BLACK g LL s z A5FHALT >3 iw j-o a o -- — ROOFINGoaa>� a ;�z Z a�afna 6 •GIW W IZ¢� EX15TINO WHITE i a _ / 1 VINYL 51DINO SOUTH ELEVATION (RIGHT SIDE) SCALE. IW= I'-O' P�OPOSED ELEVATION NOTES W ENTRY DOORS BY "THERMATRU"MODEL i O "582105�BEG" a T� DOOR 6LA55-COLONIAL 8 LITE a • WHITE FRAME FINISH • PAINT BY "BEHR" IN "PALE CORNFLOWER BLUE" VENTURE BLACK NICKEL HANDLESET E000 WINDOWS BY 'MARVIN'"ELEVATE"SERIES DOUBLE-HUN65 d AWNINGSEXTERIOR FINISH "PEBBLE GRAY" 25-2 DIVIDED LITES AT EVERY PANE LIiALL EXTERIOR TRIM TO BE 5-I/2"AZEK WHITE4 �-� II C10N� h` r- I I I „ ! I ,I O • ALL D>=GKING d STAIRS TO BE IPE NATURAL 05TOPXOp�ESNOOD a h - ' BRAZILIAN IPE WOOD UNTREATED TO TURN Z = O II ' 1 1 , I GREY NATURALLYLLI U e0i ALL 51DIN6 TO BE"W CEDAR" m E"' t'A ' J ALL 51DIN6 TO STYLE BEG pOugLE=uer�, �AR£a05(GREY) ; t _ ' " '• I'I' I' I �_ STYLE.ROU645AWN SHINGLE m O 41 Z �T� I-- m T---- � � SITE • SIZE.45-IOS'WIDE AND ID'TALL W/7"EXPOSOURE a' Y �iI L' I I ALL ROOFING TO BE METAL SHINGLES BY°BEIZRID6E' �"" LV Q Z I I 1 1I I I i i I I I;' i!I Ia I_;LILT j O ALL ROOFING TO TED TO TURN GOLOR:CHARCOAL GREY Lu !4 I 1 i'I Ii -- GREY NA STYLE,VICTORIAN SHINGLELo J I I I I I I I I i i SIZES W WIDE AND 12'TALL 0 p O 4 VMTICAL ION TO MATCH r. I I — II' t i�' iTh I I�I I LI' ,I. "I —;I I �1'' !,I'I,'•I Ii, , I' I I CHIMNEY IL_ EEX IN6 MASONRY BRICK AND FLUE STYLE I �5.• '�'`� 0 EAMLES W , ROUND ALUMINUM(TYPJNEW 6 S SW . L"iI I j , PROVIDE WHITE "PERMAGAST"COLUMN FOR L /'/` •� ' ��_ I '_6_—_�� i OO ALL EXTERIOR COLUMN LOCATIONS Q '�4 n, r��y 0 .w ' r- .� cv I � };.a SCALE, I/8" OF r SOUTH ELEVATION (RIGHT SIDE) L_-----___—_—__- .P�v,Q, ? o ''�'� = I'-O" � �`� a m -. a z z ono ¢w EXISTING RED(. 2 OS/18/22a = R�g" o= s7'a No Q� W" LL¢a� I'o Glo z o ,•�E Z,-tOpN IJ IY�Q �i¢LLN TE S '•~Q 1Lri 6• O;o O� _ u iaasZ EXISTING AL _--_ --- — -- - / \ c o oar ow I 1-M z z aa a a�'�' i 5 z 1t,3ts ' u EXISTING MITE VINYL.SIDING iII I � N I I¢,n7"y4a,J to u I N I m I GWd¢s¢ I O �G 1��2iZ6R Em —I 11'I 1 I EAST ELEVATION (REAR) SCALE, Ila"- r-0" PizOPOSED ELEVATION NOTES ENTRY DOORS BY "THERMATRU"MODEL O • "SB2105-f�BC�" a -j DOOR OLA55-COLONIAL a LITE • WHITE FRAME FINISH • PAINT BY"BEHR" IN"PALE CORNFLOWER BLUE" OVENTURE BLACK NICKEL HANDLESET 2 WINDOWS BY"MARVIN" D U D "ELEVATE"SERIES DOUBLE-HUN65 d ANNINIS5 A EXTERIOR FINISH"PEBBLE GRAY" AU(i 5-2 DIVIDED LITE5 AT EVERY PANE 2 QS ALL EXTERIOR TRIM TO BE 5-1/2"AZEK;WHITE TOWN pF SpCpI�IMISSION A I I I I' ' ' I ' ' 'I J. .' ' 1STORIC PRESERVA?IO 'Tr 'y� �— ] O4 • ALL DECKING 8 STAIRS TO BE IPE NATURAL Fj 1- I I -�--��I , I. WOAD _j 'u _; �?; I I' BRAZILIAN IFE WOOD UNTREATED TO'TURN 0 O C1 I I , I •I I►I I liI'I II,II d'I,I j,t! , I !I I IIi I-I jI' 1I'" 6 O G REY NATU II I 11 RALLY ' U ALL SIDING,TO BE"WGEDAR ' ' ' I COLOR,ARE05 (GREY) OLE 5HEIALLDGTOBE STYLE,RAMeMSAWN 5HINSLE Wz W Z kNI SIZE,45-105"WIDE AND W TALL W/-1"EXPOSRE a}H O F u ALL ROOFING TO BE METAL SHINSLES BY"BERRID6E" E"" W Q Z 2 O ALL ROOFING TO Try TO TURN COLOR,GHARC.OAL GREY W I 1 II I 11 _ SREY NA STYLE,VIGTOMAN SHINSLE ¢ Ir 4 r I L y: y I I '�` SIZE,W WIDE AND 12"TALL LL p O I.I •'Y I I _I CHIMNEY VERTICAL EXTENSION TO MATCH� 6 EXISTING MASONRY BRICK AND FLUE S A . TYLE f&)"Q t, NEW 6"SEAMLE55 GUTTERS E DON5POUT5:MITE, 1 �. ` 0° ROUND ALMINUM(TYP)I a a I' _j� it " I' PROVIDE WHITE"PERMAGAST"COLUMN FOR f� ' I I I `I. Y11 f`" " 1J I :I I I' I' O ALL EXTERIOR COLUMN LOCATIONS Q �' yj` <i' i EAST ELEVATION (REAR) SCALE, I/a" I O„ 'S�j, a�• j., 40 (�� d NEB a o O z�aw EXISTING REV. 2 =d 1 1501 105/15/22 W W g,<6sm xo � LLQ�o_ IO¢ Z 'w�6u� I6 ivu Z. 26rL�m 124 A vl V fOGm 2 �Q¢WH - a 'NOOOH EXISTING 15LAUG _=— __—_ _ _ — 3 R E Q s Z ASPHALT L�'i l�z� �o 2 ROOFING -� j �60 OIwQQI�'O' 6 w ui °�,1 a2¢vu twil O O i�F21�41 EXISTING YVHITE VINYL SIDING NORTH ELEVATION (LEFT 51DE) SCALE: I/W= P-O° ELEVATION NOTES ENTRY DOOR5 BY"THERMATRU"MODEL O °582105-GB6G° < • DOOR GLASS-COLONIAL 8 LITE WHITE FRAME FINISH O - • PAINT BY "BEHR° IN 'PALE CORNFLOWER BLUE" `n VENTURE BLACK NICKEL HANDLESET I I ! I '1' I I I' I I I I I"' ' I O XINDON5 BY "MARVIN" EXTERIOR FINNISH'ES DOUBLE EE 65 b AWNINGS TQ`tl. \p� I I 5-2 DIVIDED LITES AT EVERY PANE O �f t\� L• p�,oM�\9s I I I J n V O { I I I I I O9 ALL EXTERIOR TRIM TO BE 5-1/2°AZEK;WHITE apF dP ONG I �O P�S�R O4 • ALL DECKING b STAIRS TO BE IPE NATURAL .SOP\Ge 1- �'��., LL;�.�-Ii-L.1- I'�I,�,—I. "'�"' I i' 1I II ''!�-y--•'�� • B z RAZILIAN IPE WOOD UNTREATED TO TURN O pOp�� 6REY NATURALLY ',r U ci ALL 51DINS TO HE I&C-EDAR° ~ COLOR: O WNI7 E AR605(EEY) ALLSIDIN m � STYLE: } O Z SIZE-45-I0S°WIDE AND 18°TALL iW 9°EXPOsURE `S r ALL ROOFING TO BE TOTAL SHINGLES BY 9BBZRID6E° � W a Z II O ALL ROOFING TO TED TO TURN COLOR:CHARCOAL GREY a' W G SIZE-9°tHOE 1 AN 1 AND I2 TALL LL NSLE p O CHIMNEY VERTICAL EXTENSION TO MATCH a EXISTING MASONRY BRICK AND FLUE STYLE D rq R ate, IL o NEW 6"SEAMLESS OUTTER5 a DOWNSPOUTS;WHITE, CfV ROUND ALUMINUM(TYPE '�� I I I I O "V �xk ON I II II ,II II.l I! I l f ALL EXTERIOR COLUMN LOCATIONS NORTH ELEVATION (LEFT SIDE) i _L co W 0 w}:. SCALE- 1/8°= 11ai -O° Clir S s 0 o 0, " REV. 2 fs§ - .gym W 08/18/22 _ " azd3m ia.r < '-O" -�'-"1'I 'a 6 .¢�4� =z 5i"ozn BENCH a o 3 11K� I GUBBIES .��_. gu Z �aLLNLL i!I p i u'2QCSaa I` '7= ulu Z€ ao I ' PROPOSED r— POOLROOM ;'' < W. o _<5 in i i MODIFIED ! II! 260 S.F. I GAR I'^ i Guz W ry GARAGE I!j I' � I is�o�o ------t---�� I !'I EXISTING ; I� Imo— i IN-GROUND N \;aWF SWIMMING POOL h;minW� �g55 I I I PLAN NOTE: ALL PROPOSED WORK TO REMAIN WITHIN FOOTPRINT OF EXI5TINS DETACHED GARAGE GARAGE/POOLHOUSE FLOOR PLAN WALE. ve"- r-O^ s a ELEVATION NOTE: ALL PROPOSED WORK TO REMAIN WITHIN EXISTING ROOFLINE. NEW SIDING 6 ROOFING TO MATCH PROPOSED MATERIALS ON MAIN DWELLING. NEW WINDOWS AND 5LIDING DOOR TO BE MARVIN "ELEVATE";PEBBLE GRAY Z 18 a LMU to I �_'li'I ;iy'"T T�'r '--I 'I-,-4 i I' I ' —�- ' ��-^'ji -•,-t I, I . -:.�-I �1 . .___I_��_,,�� .�I ;. 'Imo+u �J.� LLJ Q Z f.�;�--_�- .�.1-�.a..1-. 1 I''I. III I1 i I I i I I_ i T �' I I• � '��-,�j�, w Q F- I1 II��J Z ! I� '�L� I I III LLL� I I I ' , I I ^� ' I�•'''' li'i I' 1 --LJ `r I •'i` I I; ,I I--T,�� N '��L li ji li I �— .J.�..L r--y Il ll^II iil !j , i ,'� i I �_'-- II'TIlT;'�...�"' I'I I' I'I "'II 'I �'•�"'�- I '—I�� '1'' LL C 0 PI J1✓J II I I �I ---,--V• I i 'T r I I •, •I I I' I•i ��"T i I I, I , , �lyL ILJICIJJ" II i 'I II I..I !I yT i I. !iI ti it 11111' li�' II� 9 "" cn Q POOL HOU5E FRONT 4 51 DE ELEVATI ON 1/8"a I-0" � .� 00 t F !1 N Ihs R//2�1` yOStSFFO(,r�o BUILDING DEPARTMENT- Electrical Inspector �O Gy TOWN OF SOUTHOLD Town Hall Annex - 54375 Main'Road - PO Box 1179 V' T Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr ,-southoldtownny.- 6v - seand(c_southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: • —2 Company Name: 6 Electrician's Name: cl License No.: Elec. email: �� 5 - — - Elec. Phone No: - O —qS 01 request an email copy of Certificate of Compliance Elec. Address.:/ ;-1 JOB SITE INFORMATION. (All Information Required) Name: 'b - Address: Q a ekely< d t Cross Street: Q;n pcd. Phone No.: 51/ 42-55<_ Bldg.Permit#: /-/3 F / I email: �rnar�0a@ ;(,�.�•►- Tax Map District: 1000 Section: 'f Block: (0 Lot: g BRIEF DESCRIPJIQN OF WORK, INCLUDE SQUARE FOOTAGE (Pease Printglearly)- Pe,uJ bvI G(( at( �Q-� ea' l ba.5"eriJ onl ;4/yt`,SA- i , Square Footage: Circle All That Apply: Is job ready for inspection?: VJ11Y ❑ NOE!J Rough In 0 Final Do you need a Temp Certificate?: ❑ YES,❑ NO Issued On Temp Information: (All information required) Service Size 1 Ph❑3 Ph Size: I f)V, _A # Meters Vnd IdMeter# [�ew Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnecterground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: ekI� f'r4 c� 6 eWl'Uf'Ce, PAYMENT DUE WITH APPLICATION recao /os-2t5c BUILDING'DEPARTMENT- Electrical Inspector TOWN OF SO.UTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 South'old,_New York 11971-0959 Tele h31 765-.1802-- FAX 765-9502 ` one 6 AX' (631 ) rogerlDsoutholdtownny.gov seand(c�southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date. —� Company Name: eq ` Electrician's Name: i License No.:In-: . q __Elec. email: Elec. Phone No: j -�(� " ❑I request an email copy of Certificate of Compliance Elec. Address.: r,b� - to JOB SITE INFORMATION (All Information Required) Name: ber Address: CJ oeke"S f Cross Street: Maio Pc_d, Phone No.: 5/(o Bldg.Permit#-. e�M y 6 I email: GQrnar� 0 Tax Map District: 1000 Section: Block: GD Lot: BRIEF DESCRIPTXi N OF WORK, INCLUDE SQUARE FOOTAGE (Please Print learly): New by►�rd cq( ��w glacr0`C-u- It t,5exoke LA-nr1er avV� a o© l Yn G - e��l erC)x�-�c..r 15 Tf�n� all o f�e ` l Square Footage: Circle AII That Apply: Vf Is job ready for inspection?: YES ❑ NO Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES.❑ NO Issued On Temp Information: (All information required) d mac- O Service Size 1 Ph❑3 Ph Size:�_A # Meters(� 5��nderground -Id Meter# �ew Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect ❑Overhead # Underground Laterals Di D2 21"H Frame Pole Work done on Service? Y DN Additional Information: o'iv[� 5 e?rvtf ca g� Ce e-qu vv �X�`S l',�� (�e7c,c��y t-o Ze_c.o ri CCU' P5, C7. PAYMENT DUE WITH APPLICATION re cao /os-2/5t PERMIT 14 Address: Switches Outlr� S- Sconces { GFI's Surfa H H's (A* 2G Q J UC Lts Fans Fridge HW I Exhaust Oven J�oU 1 WAD smokes DW Mini I -arbon Micro I Generator -ombo 3 Cooktop Transfer aC AH Hood ` Service Amps Have Usecc -pecial :omments ` �FF0 BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD j 1 Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerrCcDsoutholdtownny.Qov — seand p(�southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: Address: Cross Street: Phone No.: BIdg.Permit #: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage. Circle All That Apply: Is job ready for inspection?: 1-1YES ❑ NO []Rough In Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect[—]Flood Reconnect❑Service Reconnect❑Underground ❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional information: PAYMENT DUE WITH APPLICATION PERMIT 4 Address: Switches SQC()flj Vk00X �� cSQrnQh Outlets l 2,q \ 1 5© 11 ZGj G FI's \� Surface Sconces H H's UC Lts r Fans Fridge HW Exhaust Oven WAD Smokes DW Mini Carbon Micro Generator Combo Cooktop Transfer AC AH Hood Service Amps Have Used Special: Comments pF SO!/Tyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Q Southold,NY 11971-0959 �y�4UNTV,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD STOP WORK ORDER TO: Irene Treiber 5 Tanglewood Lane Sea Cliff, New York 11579 YOU ARE HEREBY NOTIFIED TO SUSPEND ALL WORK AT: 405 Racketts Court, Orient, New York TAX MAP NUMBER: 1000-17.-6-8 Pursuant to Section §144-8 of the Town of Southold Code, you are hereby notified to immediately suspend all work until this order has been rescinded. BASIS OF STOP WORK ORDER: Construction beyond scope of Historic Preservation Commission approval. CONDITIONS UNDER WHICH WORK MAY BE RESUMED: When the Historic Preservation Commission has approved all changes. FAILURE TO REMEDY THE CONDITIONS AFORESAID AND TO COMPLY WITH THE APPLICABLE PROVISIONS OF LAW MAY CONSTITUTE AN OFFENSE PUNISHABLE BY FINE IMPRISONMENT j R BOT . DATE: March 6, 2023 o *NOTICE Se ctor IT SHALL BE UNLAWFUL TO REMOV THISOUT WRITTEN CONSENT OF THE ISSUING AGENCY. 51M LAYOUT NOTES �anvaL ecn:==+.c,umi Vw OHi5 Ie6iALATIon sra}owRDs � _--b ' .,. - -_ •'I N - -LOT COVERAGE I.THIS ism ARCHITEOTS SITE PLAN a IS ' - ' ntne bb a asrmt L�f Hvte-puarmt m I.Irote,l VA •v,k.oceorang to mwr«evaS \e�1 - - - h 'Wit' ;i 3 ' •�I BAi9 r��, SV3..EGT TO VERIFICATION BY A LICENSED SRr ll LwSy Cam C.Icptu 569.Mticle NI(Sept!c Ibetry reranrmmtlwtf.a c<mamo-g wn u+ew stmaaa.All -- ' =,�i r ts_ i �. OLK COLNTY TAX LOT NO. loco-I1-6-6 51F2vEYOR.O= THS SI P IYhb re ! tln imtuar veil M �I • 4. / RE IMOTN DES TOF SITE PLAN IS TO THE 1 \ d etragn eM:veep Lamy IxpotmoJ.el tma-. "yP Prerb°a\'7 it -K! fa v`�'� fn.ml` L�em�m-0 a:arvner AeeM,pa7.mt i/lolk Cashy Lode hpYmai•.ad. - �t�ttr ARUITCCT5 BEST OF YrIOWLED6E. SSG9-Td. oa�vb�r�!d Ltz Lkerm.n od Lowrsr M-. - t �L t �� F1 f � ZONE RHO mohNb a Ibt o/Hreroed VA OwK Mahtanwe Provldere 2 11n UA OH5 tmK-11 Iw entclled at bvel h ali do-ectbro K 7T^^ f� j 2.`aJRVEY INFORMATION 5 OBTAINED Hh o mmlhcm Folermce h ay drutm d./oro owW rrJU m - _ 1 f D r• -�I3nbFY4'4" DESCRIPTION AREA %LOT rROM A`_i1R`/L"f DATED AVSVST 90,2021 2 AI VA O N -1 be rogbterad rRh yn Department h mhhtan 34r1,avx bed aP poppy lewbd etl eortpacted d 4 �� +'\ � GOVEL�YrE AND PREPARED BY. miarmr r+W otbw w d u,a seirorc Gmney sz,Itay Cam (hee tram rocbl or pen ge.<I. T � �-. pe to tln Depa!+rrst yolVrg certflcoTlrn d ranpbted ✓sy J y�g 6 3.VA L TOTAL I.OT AREA 22S450 SF. JO5_WA R.WICKS e,etm Win•plae. YfF Tarka de!l be pro ailed eldl a angle ouUd A 7 1 7 M+^ ,•`(: KY.STATE LAND SURVEYOR dbr Wb -Alamo o Oa0-xMim IOad'I'S at.ucbre maJ be Dptsr mect3trr •�•• 4r` -! t L�,a 6`� IC.e051O25 M M ex<a4cd Ope-etl Maree,mGe wM t beWem tM �uysm kr alI>�temf wn m,nple bwn+g emvtraf u+bm uI - ti u E%ISnN6 DVrELLIN6 1.400A S.F.. 63% 14 TTER MO ICHES, Wv6rnwn Rovlder ad hMerly wrcr,net m ybdtted m I!e tantcWe m"k!'b appwed\'J tl,e Depaenme. 0�7 ' e r /�s r V"- 6- � PROP09ED ADpInON 140D Sr, 99% Dryoryrcnt VENUE prtQ b cppravol or ue VA regbvaekn SJ an f y z - (651 405M-510S�S.NY 11494 Depapno,t h or�ordvr r+H1+,Yt1<Ie la d tln SAfolt CaNy a.M tap d Yin VA Q T`ta't flnll rot be 1<Ynted<j•aatnr fha, ' - 2, 5oteoy cede. 29 seer er Les Nm ae Yost bolow Iwt Bodo. TO. 41 ,� y� a � ->'� 3 g �� pRDP,OSED COVERED PORCH IDOA 5F. 0.4% 5.AND S1PPI_B'- BY IWORMATION a.An btancd IIA R-I19 oe ret{+Yed to F m Yatlal 99°Q 9.At a mhbtn,,ell'mPA'9 mamoa doll Iwe 26hN rwercO 34 wvrany ntd opadloJsnwenaeo aavhe coo-aci Attar tla m�ia opvv�m g-am bra'vd 1-Nn hot ad ovtoL F 9: ' - b F_XISTIN6 6ARAFiE 565.0 5F. 26% OBTAINED FROM ANOTHER'.dliNL-Y DATED t tlal 9ymrr apar.!m aM rwhtalmce servos codr¢t rm Coven eFoll be eMc 3o-erl,dimuty wdmt t and _�.{, *.�� i OGT09ER 10,2022 AND Ff ARED BY, e11-4 propety arlero ae e,qe tcd to mowaM m aperauon htect-poet brYYg rent Yin coves m th apmNc coven at j vy.y'r ; t EXISTING IN-FRoID POOL 610.0 5F. 3.0% ab maw.emxe ratract h ocro>vae tUN Mob K d ae hot qam.AI rayon d v1 be dmigtea h acuxmrrc wN zceol � a ��5�1 �f' YO!A!O ET 1 O13 a 5vrrolk Cwnty 5a,eay Cam. 5-!II d eh:ataxbd. /' _ j rq !RaJ. TOTAL AREA OF ALL STR1Gn1RE5 3499D SF. 155% L40O OSnZP.NDER AVEN.E 5.Yi an VA ONi•rcq Ym a vcr4 tb Wt ya'I to verts�d m be 6.Yf1cn earpny moMlea ma cprivvw fo be YeNIIed h o - ,l i 1 �°k R S«1 MAXIM.M ALLOYED-20% R1VB2fiEAD.w Imol rope d en realaerce bet ad.vr�e p m ebH o.a<rm o o-�.,o.,a�>porwg or<a,tin n�t,ala y,a1!m dmlg,ed eo ue -- (6911,=-2303 n�tynan d e erA-s oto.o .oar IYe ad top d the.o-c rdr:a teatg ro me<t Ile ragncmnm d aaslom H.20 m p doll love a mhtmm Fwemty b amaa,we.-a eepv@bn or l2b hrt,ae to tlm 15-10 Iwdb'9 I - " abpee person d nn.see. n .tea rm ayar<m to tib rmlmae rod.a„�ppe may be pged to r.Tre<wet hwrt ebvatwn Illnn m a mhhan d of root bebv 'y ti �I�, ;� ' l Ile e,aermr d me re.,,_.. an t<.n+G-< Win..d la hrx, the wee w,w eleweYn �G-• i , dw.o soda otl @ brat I fast rrom p<petj hea.T}vao vent / { 1 ttl ppm t(»u to Ioeded o Mrtnm a e r<ee e..em an,,am. e.5aylvy InorAalae.1•al hew on tn!m mmerc d 2 mat>of MI M dowHoy ud mint reMrete rah a cobra rarer ticJ2e.AI vm! iwLe' aca 11 Foot bJ 2 foot !� ',• O ! ~' 1 plpee �t Iwo n mhTen�ms}u d 2 F d H 4.T-,aha!1 be o maamm romnnon mpel man bo aaebe r..ere _. sn'' ' SGTM u1000-24-I-2 U 6.----a N1c VAOW15 vu! lam!a the sic Um d ab hchm. 1 d ppe panVmn e ,,plrg AERIAL PHOTO 't' VA Depatner,tb OFR cyldaxn doament prepa�ed h �o-m,re. ropo.m a,d r w.An ae.r,• hen ,,.•stele gml ee PRIVATE V•IELL _ Sea.+atve od AtmC.No amvo rmkw+arer nemrz.,a sytaa.• nam*ugn:. SCALE:Nf5 MNIr4M,'.�91 iSbNrlR4Nf<�. - - , L VA CNR IOLA dp!I b caebvetee d precat carters, rrynFn vA�_c LJQj'Jry 1 fee.glma,poyeyyWepetprapybro,tM-empdmtee.ar o4•u L'Ib 1 prret box mot be pluea atsm on o wRmie L FLOOD MA DATh matarab h er�amrn w,T�pui !ataboda and wNYOWR pedestal tl+e aWcbre iM!rt aervee.AlterotNcy,Ib parol MAP s.g6IO3COO6BH Appand 1=1 rl1<ua d etml lv�b b proAMoe. ba,mq be mvw<d c�as<widn w:1 d aye nwd.o(pdamin MAP DATE:OgZ25 GONG. SGTM a wlm/,oar,ova rot n IIMg ep::e,.peer h<aeme r>mww�g FLOOD zaNE:x COVER via z rt+m m va ants reeprrm a wept¢rat emyrol.eames the the peel mx.m m rmlased ly ae Deparnl�e.,t m a I00-24-1-4.1 eeprx rat dell be yavee e y ayot�e d tme�saw..lanem r®via�tme bmb aC H0h VA OViK muvre:Cro approval SGTM#1000-24-1-1 ' DV�LLIN6 n�let maklre h aeammabe.¢n ar<eaa sHm s-load 2.PROP05®sEEr-Tle srsTEM Is LoeATED I DWELLING PRIVATE l^IELL a1000-11I6-12 en w wtt5 oeM maybe b etarm�a 2.Tre nano d ero met be chary FULLY MTHW Tt.00D ZONE X SGTM mmelad m me or+m d on pool and term a phone saber i PRIVATE WELL iI B.thb»obxrwbe spectlbd,Ire[mrnw shutaeleprem trot to contact h cme d abm. S.SITE PRO T ONrVLT FEN INS TO BE 1 loilwo m VA attr Ynl be aeelged ti..--•`-•^wrh aerten DWELLING INSTALLED A5 RE-G1111RED BY THE TOKN OF snot ma saw d u,n eramd. s.r�t«w-paler plora„mt anxle3 ere open eo ao arrcee at r HOLD. PRIVATE WELL oy uw,eltrtr4Yg ne reea m acreaa ue rom d tb Lwlag. a.At a m4�han.al vA als treabnrn Iota dn!I have 2o-hr a.Tb p��I m,.n.nt m.xw,tee.+or un.yttrn lereuen to w!p _"- I - _ covcree aeeaa epmvga m grade lacotad ever ae wet arld facnitde epvn�en aid maftenv,rn. 4.NO ATED E HIN 305 O F NHE PROS ARE avtbt Covers abH be yue.20-Kh dlarcto tca.`ertkfR aM LOCATED WTHIN 300'OF THE PROPERTY. eaectprml kzkYg cent Yon cwoa a ttmzplmtb covet d s.me eotrol peel stall m placed t3r+go.at a uaN Fei�L r> IYaI gam.AI novae od 4.hrloye/rbore vex ba drnkptm N h a<ae a wM r-oderal yat bb wnoganol2 Agency 5.ELEVATIONS RO'ERENCE NAVD I96H. \ a aetem son d thb ota,dra. (rEHAt rhea ux,e _ EXIST. s.1t..a VA oNiG b d to be Yatylea YI a b 6.SJBJECT PROPERTY DOES NOT PAVE AN )SEPTIC cpp.vv< drtvc,j m b.the peel doll nms Natbrol t:lec4Yn1 Mourocturva ACTIVE 6As SE CE LINE.AN Ex1STIN6 I / , GE55POOL� pokig arm tl,e wu tldl m msu,ed od/m rutalloa to Aaaoadbn(k'TMN 4%epeNiretbm. ,.metab 162a m IL20 bat deslcrtated AASNiD. PROPANE TANK IS PRESENT WTHW THE I � 1 i I ATION 1.Ao oelor ggaae hg nose m M h ebarlml aadac Tre BAS��-�tr. 1 53 APPROX.LOC 2"44'S0"W 14j1.00 e.aabng< .dell rot m pwmtem.etch m VA OM9 b rt rant have rp�pr<ylat<eaab to provmt gvees ad mobhro '�� _ _ - - - ! wnroe as d eena9e dbpoaaL Nora re h!g tle cmtrol pool o}rctbl boxes. _ _ _".� _ - ocTo�xw.2on EL.15.6' Mr._-_-_-_____________ EL. T.Fate serrelva dell rot @ Mm Mo m VA Ort�a•d tM 8.Ea!'systan dtal to enubocd WN a MetbW.g wNg eaten TGeT HOLE DATA to.�_�_ � + �.nena..aa eerr�trrt m<a.ncmd to ,rd,„nl a.aee e,emla eid w�.a1 ala.n rt�<01 be rely 1 i I{ aeerto rry,en occeptmla eo iaw,m vnvx a bu!ICey a,d Iva-d nn era ya,b d ue balm a TM 1000 IENCE EXCAVATION INSPECTION REQUIREDBOX "i vi+ M�K EXIST.2 GAR r� `\ n ! I - vryatme.i D<Pa6rot m tekrrntr�devxo to e�stauea to praim r„vetro rotate ont�+eL•rlcetm to era aaM Rem' SOUTHOLD,NY 11411 FOR SANITARY SYSTEM InI GARAGE;PROP. ; I 6aeVwb t>�b eta•-Loma ern t t � ds_5Pe'^.eudt ae tee des ged m In.to gavml ee t3s142(6'3 \ 1 2 I GAR OL HOUSE GARAGEo BY HEALTH DEPARTMENT PROP MR= Za reao..naecn eo baw.w a col pmel:rah non d / ELEer.SEtvleE _ (O BEDROOMS) EXISTING IN6ROUND .NI roan met!4,dalkfd.r meeaG d emvhg rmb ae porrmb gmcratar b apmam en a'lam"'Greta o 0. fiROYN SLLTY taAH POOL FXIST.SEPfeC I + i I ..arcs j-s dell x emnr voaan ra tag<r.,ester pree>re ratrg rafe 1O• \�.� ,I zT a _-_ SLAB ABAtd2oN'ETO EE PER mdNma m rewo. Pa"e Wrteriines must by insrsecled by the / ?4 EL=14bb' SYSTEM T m ,say ye to tar 1.Tn ebdrYol uoouny eet. Health services. Sfflk County D / 1 teva ro SCDNS I t� <°"Py eat ab eppy a waun }=cum ter^e"sg NE.P^`P meta o,tl doors o1 MiK (4, vtaa,nJ d r,ero.y.nto ee,Y b rp,..awd x Goa d ,,.nt b<.certg¢an lort`<d a„Nm sin vAavrs eo�k d.Tm. Call 16321852-5750,48 hours in 5' (PROr'.L a' N �ta<'' \ eD el,/ STATIDARDS I 1 wean b Inb fa tw mast r4 13+uw 5.1r /C I Mt11 CP. MI LP. I 2.any b:a.<,s or�m oablm d se va cws nea s ud t be paced to advan ,to aldtedule inapeRion(s(. 11.YNa-tevrg:sea,tery era soot aM..r ro wtlos mart pm s rroik sooty sxpe born d Hm;e, f 12/em / I, `li 2. _1w, ON \ I. r bvatbrt let grad}a 24 Nero.PoNI ne tmi to yo ovt!ot inert owl 1 aS(.pmtY o rbagma)ate have a>mrldarear / M5T rho 24hcar perroe b emplata.lee Un sari eeb Tar m lays rover, 2. alStbrol IOHea peal tb tot b pp-.tadu Iowl b MOLE tl 9' �� I I Iekl fin-I-perba woW prate testlg b 9.AI pinpa fbG trem must m oemxble and aervKedNa I3_.=143' I ' MIN % NEN NOUSE 1 re<mma�dotl m ba die onsrw ctte eotn!m'rn rran aarev S. N SANT¢LnGN a 1 NBY 5' S` r a.T-rbyn ilea w ava<.m re a 5dealb ao we rmac true EXIST. 5GTM a1000-17.-b-9.1 rI K. L, MIN - NEtN SANITARY LINEl7Yi MN rxc<a,<b emly rmww ra sorMco<.mpnn,ent.TNe rlom SEPTIC DWELLING I I' ! O MIN L Rewaeed ra,aere den wro mhh..+,ao,p'eseNe eve,gd, ddl,et a actamee m tb tram mare ro BrspN one I d saw p-o Pcr 4 Yrh fps! 26 a mp ee:. na waoetnn ram!caae+s ee P+P men wc�eh-<aq, sW i Yin mPA r '� PRIVATE �K I / n s l ( C 'j%•l///j O 1 cai _ 1 1 i norerol opecng<yw. DIST.wx = PLC 2 W,n ytanx dell be a mhh,.n d eree t ohm,nbya ee a �.� J , I - PA�� ,�'•;�- ,,,�,;: 1 mobs hen bawl coerb0 by a NE..Yak Lke+ae0 Frceaeaimal 6Lopecnai fv 1¢ma d Ua rpm mcY,rethga WI ca mvdc - ! ,.'/�%!f 1 ;"/ I W, I c e�.aar< neYy efb y,p met p'ar�de. -,"/rap t`9 Design CertiRratian Required. a I g quire ' ELFLT.S@tVIGE -1 rt MODIFIED 2 STORY m revel m eppxea fora d 3DD panne pa eeparo tact(pas. F1LGT. - I9s•.-i;� Submit P.E.or R.A.Cemifiotion For /P?�Rp� I WD.FR.DWELLING -- s.trerast mrxlom s«rab d,al bo aeo!od wen ao A)hrw tart '"='e a 1 I•' naa- w.eome.evd,ra,w„e to Aytt+e-+ea. / The Installation and Construction ofthe Sewage Disposal System I E (4 BEDROOM) )e /% WATH2 W PALE � ,\ 'sw j Use Form VJVJM-073 r a.AI ppaa shall pantraa u+o vorlkal.n-,.w d eho Yet �/;r eoAR.�ears wTx - ab illy trs-abe e.sh gwt m serer meae or�ry`mte m she 6RAveL / %, _ xparmert.ah m,.am-tqn analre nahle pht a,d as ppe �/,% / If taw Ad �mreted m tb p¢e w4,atawem elm!roYo3mb corcaT+ss WwTEt E✓<awtEcm 1 ` Dvt � .��:'��i� 'ae•:�/%//% Ij CJ pP O'TKO s.AI pwa don Lae aeabd eo era ao tat b.vereky,L see cos•®.aw eazADe / � a `/,b,,t 1 6 .,.. A aeaetm s4M,eso.two coos>a sax h pots ragr prat _nS�sT-� I 1 // I K��%�Jf/f/ih+` t Pr+aP.Hn'rvz SUPPLY urn: I e4d ,nI 6gYvm� hb't�mt the}lovmdrolb o!om�d i P��gO / I'_//_ -f ; SEPAR4noN FROM SEWASE 1 it I pP 10'MIK t SS O canae<tat nave be ee,bu-j posed -\ I 1 1 /�NC7/y TO _ t STOR -• .r Y e.etnrwer <wr+ote I/A Orlt9 ehyl rot bo laeotod Sa .qt�A� t DISPO5AL was,gwld.oter'.fYate!lotbna etd ee pbme emit (� V II 1 ;/t+�+-F "�T GVRD. 1 MWATER VRA DRAINAGE eule.aNcr,tb be ad aide portlaa,aP N b Jna movo •y 1 Lee O}; rs0`Nn I % •hoRtV�C�,, PORLIf \ a I 9�'�. �yy t recardeuexpecmd yroaxanater elewiot d ee va_wns ( 1 LEACACRF'ta''.�� 1 ; Roy�y�AJS OF h�,i prxt�vdle,ee VA OMF Wt aIellMwtesr IB r1� i5114,zSr0-- eYJ•ea abve tln t recorded/ red IL ovation ad leak b snoop t jLcna P'ar m opera!!m. I 77, \ 1.h aarya,eai cokrad raroa�o-aral!ad ha�.e�� N ! 1 ' � i �4��'�vq� \1 I PROJECT: dcvrn prdonbd ehyl edam dcyoty I 1 PROP. Id,t d en rot bus:o I+Rfv�t aahahg m ee mdttm d bv�rnU wxl to Ot brat is then lrae am ye Kim d Ile.Car UaST. / I ( I � .I--��LINE aF I3Fl��KSETggOK T ' "---L I TR EI BER dbplcccd.lb IHayncy caka!Wwe vlMl be ddn w highest I 1 Y�L/ R. .. otpear�a,Yacaaed ganY,..da elowslm era,beeeep:i.sax If «iraN___"""/// 01 Ti�AiM2�TyN'T.MANMaLE ' SEPTIC SYSTEM top d era rwia,shall rat corweercd tent, _ - - - _--_ - 11 aotmereag era moor.d arlertg a-tMmt•+egd regared < 0 1288r?Z' t 1,f �c I t 405 RACKETTS COURT 1 mv /' EXIST.YELL TO I 'v ORIENT,NY 11957 1 /yi�EF_ABANDONED RIGHT OF WAY-SUFFOLIG COUNTY HEALTH DEPARTMENT APPROVALH.5. REFERENCE NO_ RIO-0-008"i I t l- DRAWING TITLE: z R A G K E T T S C O U R ---- ----- T EL.14.3' EXIST.ASPHALT DRIVEWAY EL.0 NOTES f.U�CJ;(l`i'uTYC7•,.^:.S:T Ot C=/,L,-d s'd'v'.tcE9 - - - - ----.--- _ - -- ------- --.. f-LS:.::;T.7.F'F�m':.G"1��.,.:•y,Ter„1 FDaA - N32'44'50'E i - - 14'I.0' ORiF SITE INFORMATION -D < yq SITE PLAN , DATU/4 t3 ;• ;_.:_.RI O-lg O17�j \ /` PAGE: SP-101.00 TOTAL I.:%:'J]:E y..00.:.3 41(13r�3 I - -- - - - - - - - '; - - DCEL:`S iki'_YU-2 FRD:d D:TcOr Ar�nOV01 F- � i � NDv 19 2D22 APPRGVED IN Accol ;.\CE N11TR B AR9 OF OOF 2 •REVIEVI D-cTERRINAT104 DATED 3 /� / '",mdaa.Tcnteresis:ingss.'u!_ry system must be in so wTfomt-tc.vitn C-��im�:t r.-Guir:Tnent Submit ERAF1116 SCALE cornple(ed form Fro6£ SITE PLAN SCALE,I"=IS'-0' SINOLE LINE DIAGRAM MAIN ELECTRICAL ZERO SETTING ON OFF DETECTION PANEL AT DWELLING INDICATOR INDICATOR CIRCUIT MAIN BREAKER INDICATOR CIRCUIT ROM RAM LOG OUTPUT CIRCUIT uj 0 POWER SUPPLY TIME U AG (Dr-) INPUT ONE—CHIP MICROCOMPUTER RANGE/UNIT CIRGUIT 5ELECTOR5 a I DEDICATED,50 AMP SINGLE-PHASE CIRCUIT BREAKER ELECTRICAL SERVICE TO HYDRO-ACTION PLC CONTROL PANEL ' 1 1 4 1 HYDRO—ACTION 51NOLE LINE DIAGRAM SCALE:NTS I EXIST. ';i VE3L YELL •' li lL ' '', 5GTM 1 '1 SGTM OI000-141-3 =i00044-I-aJ SCTM 1 5CTM m1D00-24-1-1 1 DYEE11N6 ' DFEWNG 1 •• ( I I j 'I m1000-1-f.E-II 1.-b-121I D`B W' , PFI m F aiO 0V WVATE D:YJi.J_IIVAY 1 DYEL-IN6 PRIVATE Y�L i �- I II I I 1 I PRVATE ( PRIVATE I YELL O WELL 1 1 1 .I rutvwi-v Tuax¢a i ` I ) /)o X i 1 cr[.waur 6EruL roF AFEAS xaT sue.IrEl Tp vFlncwAx Trumc I i VIAL NEWS.ALEDNWE•A•IS FOR SUES,1W6 TEr IS FOR USE WON 3LC FJREY567N/CAxamlal I I I I I r GLEAN—OUT DETAIL I I ( I - �nExLREwBEERSBE� n EXIST. 1 - /i t FOR PETEIRAnCt6,CAST-INitKE SCALE! NT5 c } SI me .- _ EXIST. C.O'FOpUN6 r✓ASTH!Z3.OR _ U ` I I 4 i•` t .:)GES=pODL FlFwB-E faffiit eJDf _ - _ 1 tAPPROXJ mDDlnm _ I t ' - •7_"`�.� _'�'_ ) _ - '� ^ (41 6l�Rf.OM Awlsrsan-E LOOclxb xe�sr O/ 0 DYQL616 RtA�ff l Qt ''IDKx A�iClBA1X'FL�.E I I I I i scTK miOCi?R.E-9J \ FF.E1.16D �, RG GMR0. F¢pD IF IR.E{flTGF HOUSE µ/ - DVff111Ns /(I�' \ 2'-c MAX ca/acz BIIEATN �A I I I I ! EXCEEDS i-PER FOOTI (Ol BCDRnOFS PRIVATE kCLL % /11 1. 9G/O4NG nFrvM0 ver PIPE Fl �� (.�_1_� YI'OL'MwNAC • EL..IaD-b' nY AV6.QtAOE V .. 5%MAIUMm15101t (^.'�-- MAXI CL.14Y. EXIST. I tl ..PARt4.. INV. 3a• INJ. = RN. MK 4'O 5GR 99 t9114'm'JJR 9S 2'MAX. Y�( t�S,q^.. aI IQ 1 To 1NGnaN a.-��' Ealt B_a4• I Fi Ile• we oR Pn. we oR ErJ. PIT Mwalot>=, �- s�T1c I a=uo• n-. Nan mcF i•a' KH PITCH i••r INr.FL.12Y ED AP,C. (' 1 � 'aX a•m Euz ss � �;+ OI I _ L'—�A we as eo. MM 4'm svR e - 1 I NnX mv, we ae Ea O Ej ryj EL.12e• KN PDc++i'•I' earl PITGI i'd• l B � D Nv- a-ns a'lly. E'W'aL-1'2wel PROJIDB OAST IFON �'�� ti o� I i PFO/IDE OAST 2' 4ro.l.NCnON MANHOLE PRE BM@DIN9 3'-0' I E"y_151. 11 I PRaP. PIPE EXmsoas�•o• t4000 Psl caY'J P 0 1 -FswLoa+b I HELL �eILT KX FR2M Blnt'WD (a•YNLL TWGUE£s. 1 =IPROADE @0 GM _ F_ _ ._ __ __ F0.P9ATON W.L TN .) PDIXI9J OUp �1^ I nI A i Iy I -ATE-$) 'f PRav Ir Twc RmU G RAGKETTS COURT t)37405 O e ®er sA,a orz Fu _ r!tE�' 6RAva BRffAn1 RBiACE Ewsr.soa PROJECT: Z •\ r I 1—B•.a•�J—s•-e•—J Dls�wamoN Box .�s•cLEAv sva / Q I InDRo-Aaron Awao couAR suaRaaort+e/ t---a•-o• . / I 2a5 WTRC6@1 REDIIOTION 5Y51EM LP. ��EiPIBYi) - \., / �FARFF / --'--------_--.�_..___.�_�.......__._.___-.�___-..---�� . _ __ LA,•ERF�TPF,�.T 9= TREIBER \, /' BILL OP MATE321AL� ITETI PM .DE6CRIPiION a,•,. �T ,m WO14iTFJP£GTED SEPTIC SYSTEM __._.-.. ..-....�v-_.� �.-._a..�-...-��.�.e. -.. ..._y.. + +6ROU•O Vt4T7!E..OT AREA 51TE PLAN _ _ _ � 6 __ + MA,��.o,- - — + PA-r66o� Aw000,wJ N Tr crX FEucnon taxers - -- -- � •- --•--- - - 5CALE:I•=5010' _ A - -Imo= � A°«'OO_� -_ ___«. _!_.. 405 RACKETTS COURT .B ---000-Z••._. k W. 2 TAW CONdLTINb_�. _ ORIENT,NY 11957 SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL _ _ 'a"" - ANY•�ti <`AT° z<"aP - - _. �.�_,�_o- H.S. REFERENCE NO. RIG-18-0087 -._ "'°a`_- AN.OD✓PATFOFMGOMREIE I DRAWINGTITLE_ E EOSOd0-L-80-PLG OPS.FfB020-L-EO-iiG '- -.I WIRING DIAGRAM vS cNerm K sTs•1610 TRCATK!r 5Y51E4(/A aNT5) 1F.Aaar+e Pvas(2) SEPTIC SYSTEM DETAILS I. I/A LMIS SHALL NAVE A MRAf1M TRFATlfrNr OMAGTY OF 4(O EPJ N> L 1. LEAG&N6 SYS.-.FOR A 4 SE-I REt-E SHALL P-DE BOO FTN S.OE-HAEL AV Eh PROPo D MrDFo-AcncN Avaoo PROYmE9 a4o sPo 1rC'ATNR11f cAPnaTr (2)6..6•(FSFE-vEPM LEACWN'6 Pools PFOVIOE 6aD FN s,oe+aAtL AFEA ' 2.INSTALL ALL LOMbClENTS AS PER MAID.SPEC.. (o 6'm X b'It TS vE DEPWU PAGE 5. A 10'KX DLit WC6 8CM1'✓�1 nE I/A O{NR N'>o BNLDIN6 MrtN LELLAG,BA�B'BiT SIAI-L� 2 LEAOWNG POOLS TO BE CG46TRIICTED 6 PREOAST REINFOFIL®CONCRETE(OR EOIIAJJ MAINFAII✓SJ,OR S'MN DSTANCE IF EUILDIND IS LPY)N A SLAB. 4.A 5'KX DISTANCE'BEi ffi!M 1/A OM5 A!ID DIST.BO%bfEl1 PRL".plT)DULL(£MARTAIIi�. B. S 'L BC OF PRaA6T RCIW"mRL®GONGPER fOR GYAU. C P_/' O I�• 4, A 9'KR DIBTANCE BEThEQI TF£WGIC_+T FPrarmm 6ROIADY(Al6i LEVrI/Vdl BOTTOM OP lPlLII.VO J 1 G POOLS SHALL BE MNNTAIN�. 5. A 10'MIX DSTANCE BE}I'EBI LEALWN6 POOLS AND HATER LINE SHALL�MAIMNNED. 00 b. AN D'MVl D15TAW f�M1E91 ALL IFJKNIt v POx-At0 UA OWi9 JLVl PS NwIM tom. DATE ii/O2/22 2 OF 2 PROPOSED SEPTIC SYSTEM DETAIL SCALE:NTS (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF'.E1.'TON 72M OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EMSTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND S1IRVEYOYS INKED SEAL OR EMBOSSED TAT-SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS F:EPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTTUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)k CESSPOOLS(CP)SHOWN 1-.AEON ARE FROM nELD OB'ERVATONS AND OR DATA OBTAINED FROM OTHERS. \ 400 Ostrander Avenue, Riverhead, New York I1a01 tel. 631.727.2305 fax. 631.727,0144 odmin®youngengineering.com N Ro TPF �Q Howard W. Youn Land Surveyor Thomas 0. Wolpert, Professional Engineer Douglas E. Adams, Professional Engineer , \ � Daniel A. Weaver, Land Surveyor E \\ �J�1 SITE DATA / / \ AREA = 22,545 SQ. FT. / IL iIT �C If IU1 1 A , MAY, 2 3 2023 r in, S ti�/' \ dulwiNG0EPT J� x"4or-'SO LUROLD ti / CMF \ / 4r-�� hobo oQn°T jog�0/1, ' O . °��/�h@ J,� (� SURVEYOW S CERTIFICATION O o *WE HEREBY CERTIFY TO PETER TREIBER & IRENE TREIBER `\\\ G'10 / CMF / THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OF ,�• �\ y� / PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE NI ,' �ti `�\\ hq�To o�� // o°F o� \ ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. - / 0BF �' a ' 'E OF/Vr�G FO CMF \ / 5 ANp L� ti c /' F ti i' Q �� R JO�'� v� N Jy� . U r2, 28z ti // R��a ^o k° � N t�ZV h0 h0 rS2 tee. ti� k IY 4P A� CJ Z Z ; N 3 Phti °J� y9s `��e �cM Q�``� °v° \,/ HOWARD W.YOUNG,N.Y. S.N0.4 93 �gs893 DANIEL A.WEAVER,N.Y.S.L.S.NO.50771 ND S\93 A 0. ' SURVEY FOR °`rho 8" 9 .�° PETER TREIBER VA °� Is�sB �F �^� °s°�' \\ / IRENE TREIBER Q46 at Orient, Town of Southold / CMF C°1p �"?, PRF Suffolk County, New York CS Q� CMF 08cF y \ FOUNDATION LOCATION SURVEY ' vv LEGEND County Tax Map District 1000 Section 17 Block 06 Lot 8 onlu�(q CA =CONCRETE APRON FIELD SURVEY COMPLETED OCT.10,2022 CE =CELLAR ENTRANCE MAP PREPARED OCT.12,2022 CH =CHIMNEY c �� \ CLF =CHAIN LINK FENCE Record of Revisions CMF =CONCRETE MONUMENT FOUND REVISION DATE CM5 =CONCRETE MONUMENT SET GENERAL AMENDMENTS OCT, 31 2022 IPF =IRON PIPE FOUND FOUNDATION LOCATION MAY 05.2023 / OL =ON PROPERTY LINE PRF =POST&RAIL FENCE RO =ROOF OVER \ \ WIF =WIRE FENCE WDF =WOOD FENCE / WSF =WOOD STAKE FOUND WSS =WOOD STAKE SET UTILITY POLE 40 0 20 40 80 120 WELL / O =END OF DIRECTION/DISTANCE SCQIe; 1° = 40' JOB NO. 2022-0181 DWG. 2022_0181_foundation_loc 1 OF 1 J I FL, ec t e co- -- _ . . _ --- — = _M1 _°0. R"°�? ✓\-v..�i`-C�--- ' v _ •,BIEA. R a. - _ �.1 ��yp�� < . e _ ec✓ a.. U'17 'e1 eI t Al o.r oc o..r_ e - .c ,o 3 yj +5t <c a tP C 4 A eP HM }'• .•y i ffi _c"JRGr SES.G SF :E2 i_. -c4E' i rE It Ltdv .tiro• 'At <� >0.: _-4 C'.RE� 5 F SR H' v..T.TtiER AVE1:E c abL ex„st^a •f{. _ F,/ER_-A.^t ,. ° O 025 l n II w 024AER O It r.v—/^ ✓hE PVCµ W A _r nx..e.. - P.ma• - -u c�✓G iTi II 0 Z. `•:4 rya CObe•^ Ax A C.ue t P-an:n �•.c stlm..P.d u,AF D 2 ,25:COI v+n x.t<�< .,» ve - � ._G C 1E I `..'JV=4 3 OC-.: hlv :.'✓ 201E>. �¢/4-A-E vE_� e!fpecex t -_cr•t ._Ps<et o n+nx c RF E G\It -Y--r'BE C O-L �'R V i\E�_ ePc O a. c O_,IaEA ZE✓z>'LR_OR K:-Ah?E iQ:c I I `` p.�a ... —_A-ET, G <n -ocP trot rvc p .\o:To E cct cc ¢5 E E R ER- GE la-.--4 E Ah t ✓.,o_t:e a i..-!_&A_BER/..E_.hEAl E NO oez Teo Pao- t tc AseP_e .spat*epto-v . aca a c•aes Totac' h+.=•r-.- PROP<hE-A\Y-=REcE'r\-n \-�E A.-Fr. _ ?.\- - _ _ _ —_— _T 71 T-— zc- _ eq�v�ea c AT C ro - 5 �D S_.^. 'E'.GE N `• - C 4¢ 1/ ae eou P x q pp,Pt�to PP< r t - .._. 1 J EA'B"a 4 Ems-- .be M'DR '..� \ •, _ AB` A_- I A lLc_Oh�cO_ L Jg d 1 < C ?e PPP' e.< hGLE t nC�'E-E v\ I o jhriEG-c\1 1 .rZ1s7t'�f h.ers..Phi Rae T.ep rp.�•pt<.>r _ e. '�a b s. `vA�lz�E�` �- o¢.VA-E✓---.._Itr :G , zc E a pose � I c I u H Je .r 4 EEDRGO'�^ t/TSA ,E-ER \ p_R,FeE N � - - ✓4^_F¢.ChEI_LN,7 3Q/ I �,rm.a,oe a!<n. .. xeraee.wa at xetwp i.•i . /i r I i �� `��`- j/ I Q � REp 33:f_.JI-.:ae_ �.�f•E' 1 � wA R _..E'G I b \M.rEfPPR .,C cR.-", .ni6E D t tweet _ YE O At F y. NE`N_ b..T:p ea.uzuc t e• ro c ,•.. _-. �O-\ 1 PROJECT: d _ - TREIBER SEPTIC SYSTEM t -—- - -—- -—-— - -— °ol ----------- I ----I -- --- ---- - ---------- s - -bb 405 RACKETTS COURT _ I I t ABA^eO Ee I a ORIENT.NY 11957 DRAWING TITLE: _ SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES ` `-—-—- - —-— -—-—- NOTES SITE INFORMATION APPROVAL OF CONSTRUCTED WORKS FOR A SINGLE FAMILY RESIDENCE AND t ` i, SITE PLAN Date"•<' H.S.Ref.No.R,o-aaoe% L _� 'PAGE: The—90da tlrsposat ab I a Jh supply hulrtrW at tha location MW b.R S P-101.0 0 1nspHc Wftlro.cartifT by t11ts Oapa,tm f 4 other a EDROp M$band I —- tp M atpblactory FOR TOTAL NAIMVN OF 4$O BEDROOMS i' S Craig Knepper,P.E.,Chief \ -A¢ DATE 02 os 24 1 OF 2 Office of Wastewater Management -- / ---- �� SITE PLAN A�® CERTIFICATE OF LIABILITY INSURANCE DATE I/8/ZO24 rr) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Sheila Maher Arthur J.Gallagher Risk Management Services, LLC PHONE E .516-622-2482 ac No):516-745 0082 1 Jericho Plaza IAIE-MAIL Suite 200 ADDREss: Sheila maher a' .com Jericho NY 11573 INSURERS AFFORDING COVERAGE NAIC# License#:BR-724491 INSURERA:Southwest Marine&General Ins Cc 12294 INSURED MARRDEV-01 INSURER B: Man-con Development/AMP Build 137 Glenwood Road INSURERC: Glenwood Landing NY 11547 1 INSURERD: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:815305563 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICPOLICY NUMBER MM/DDY EFF POLICY MMIDD EXP LIMITS LTR A X COMMERCIAL GENERAL LIABILITY GL2023RLH00503 12/4/2023 12/4/2024 EACH OCCURRENCE $1,000,000 DAMAGE To RENTED CLAIMS-MADE 7XI OCCUR PREMISES Ea occurrence) $100,000 MED EXP(Any one person) $5,000 PERSONAL 8 ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 POLICY T JECT- r7 LOC PRODUCTS-COMP/OPAGG $2,000,000 OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB HCLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANYPROPRIETOR/PARTNER/EXECUTIVE ❑ E.L.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? NIA (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Per Form GL 0225 1013-Additional Insured is provided with respect to the insurance afforded to such insured in a written insured contract. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Town of Southold 54375 Route 25 Southold NY 11971 AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD NYSI F New York State Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE ^^^^^^ 881819063 _ AMP BUILD LLC PO BOX 152 MATTITUCK NY 119520152 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER AMP BUILD LLC TOWN OF SOUTHOLD PO BOX 152 54375 ROUTE 25 MATTITUCK NY 119520152 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12579146-8 109020 10/11/2023 TO 10/11/2024 1/8/2024 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2579146-8, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY AFFORDS COVERAGE TO THE SOLE PROPRIETOR,PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY. DANIEL MARRA OWNER/LLC MEMBER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STAT SUR NCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:833534505 U-26.3 Suffolk County Dept. of Labor, Licet'nsing & Consumer Affairs HOME IMPROVEMENT LICENSE Name DANIEL MARRA This certifies that the Business Name )earer is duty licensed AMP Build LLC :)y the County of suffolk License Number: 1-11-671329 Rosalie Drago Issued: 01120/2023 Commissiorer Expires: 01/0112025 SITE LAYOUT NOTES: -S 15 AN ARCHITECTS SITE PLAN 4 15SUM.E Q V T TO F.CATIOIN BY SUtVEYCOR. HE IIPFORMATION z O ON SI A L C@FJm W REPRESENTED TH15 SITE PLAN IS TO THE IL ARCHITEOTS BEST OF KNIOWIEDSE. TREIBER RENOVATION J W 2.SURVEY INFORMATION WAS OBr41NED Q W Y FROM A SUR DATED AUF lT 5C,2C21 0 Z AND PREPARED BY. N ,IOSIUA WICKS LAID'xR 'NS _L z 4 TRAINOR AVETUE J F J CENTER MOR151E5.NY 11e54 PROJECT DATA: PAG-E KEY: °0 (651)405-5108 d O O0 > V m SITE PLAN HATCH KEY: ® PROPOSED Bu1LDIN6 ADDmoN =._... = G- PROJECT LOCATION&SCOPE F 7 2:ONiN16 C SITE PLAN&ZONING DATA = z PROPOSED ACCESSORY STRUCTURE TAX MAP• 1000-11-Ob-08 Q J ® PROPOSED TD STORY ZONING DISTRICT R-40 NON-GONFORMIN6 G-QQ2,QQ GENERAL NOTES >v LOT AREA 03 ACRES ENERGYTABLE ?Tci Coro-DMELLINS DETACHED 2 STRUCTURAL DESIGN CHARTS Q z>:Q CAR SARASE 957547,12/I5/2014 Z CatO-SMELLING ADDITION .Zlocsa;06/014g80 0-005.00 HOLDOWN.ANCHOR BOLT, ¢ STRAPPING.&NAILING DETAILS to M a 4N ALUMINUM POOL Coro-INGROUND POOL 0211151;0S/I7/19b3 :B2.4450•w n EMS S'W SEL�6A- -Sw"� ENCLOSERS PENCE 14TO0• RE50LVTION 81125-21;AMENDED FASTENING SCHEDULE g O CLOSIN 501lTN1OLD TOWN HPC _ _ _ O8n-22 0-004.00 EXIST.5errlc SYSTEM-0 FOLK COU'ITY N O APPROVAL RIO-lboeaT BEDROOMS FRAMING GRAPHICS o SE ABANDONED PER_ BEAM CONNECTION PATTERNS MODIFIED MA50NII2Y� SCDIG STANDARDS FIREBLOCKING DETAILS C 265• PATIO•SRADE \ - j EXISTINS EXISTING HABITABLE E A�5 A-�Q�,QQ PROPOSED DEMOLITION PLANS W - I _ I /I FIRST FLOOR AREA 1401.7 S.F. 1,401.5 S.F. U EXi5rIN6]CAR 1 \ ) SECOND FLOOR AREA q42 S.F. q42 SF V J' GARAGE:PROPOSED I Q POOL 4 Ax A ER 1 \ / TOTALS 25453 S.F. 23455 5F, A-102.00 PROPOSED FOUNDATION PLAN Q I APPLICATION - 1 I PROPOSED SOY PROPOSED PROPOSE SED `Ex15"IN6 INSROUND. BURIED PROPANE TANG I HABITABLE 6R AREA POOL (100'-0'FROM 1 SPACE AREA PROPOSED WATER YELL) 1 1 FIRST FLOOR AREA 2.104.1 5.F. 2,104.1 S.F. A-105.00 I pT PROPOSED FIRST FLOOR PLAN I - 51 SECOND FLOOR AREA I,C 15.4 SF, 1015.4 S.F. 4'W SELF CLOSING 6 4F CEDA HIRE y1 4REA TOTALS 5,1193 S.F. ?1195 5 F P ENCLOSURE FENCE 3 H NEW L.P. °z -104 00 PROPOSED SECOND FLOOR PLAN ISTIN6 roRnoN OF W 1 A HOhE ExTEND1N5 _O- -- _ 4�-C PAST SETBACK;NO �`4N ALUMINUM POOL 5'_E;4RE4 x EX,'_E55 IN WALL9 0R \ ENCLGSIRE PENCE OF 20,G00 _. .'J c,c 45..E TEAL 62.T' MODIFIED MASONRY EXISTN$ ROOF PATIO 0 SRADE iC)-OTS CONTAINING UP TO 43'A S.F.MA\. 5op00 S.F. A-201.00 PROPOSED EXTERIOR ELEVATIONS I BASEMENT ALLOWABLE S.F./PLUS 10% 'A'REAR YARD SETBACK STAIR NEW 5j' OF EXCESS LOT AREA 535C.0 5.F. 2545 5F. Sb043 SF 3.II93 S.F. N W j-� 15.0' Dw MIN. 0 0 I NEW L.P. O/) _ _ A-202.00 PROPOSED EXTERIOR ELEVATIONS I SEPTIC SYSTEM _3' 2A. DESCRIPTION(FOOTPRINT) AREA LOT COVERAGE f 13 I A-DO1 MQQ BUILDING SECTIONS o Z TOTAL LOT AREA 2234S 0 5 F z o n r-H PROPOSED 4W SELF CLCStN51 EXISTING DUELLING 1,40CD S F. 62% 0 OO FARKIN5 GATE<4. Z F EXISTING SINGLE �E EXISTING DETACHED 5ARAGE 5B5.0 5.F. 2.6% A-401.00 s I I FAMILY RESIDENCE 2� I DESIGN DETAILS W STORIES EXI57I14S INGROuw POOL 610A S.F. 7.0% _ I 8�1 PROPOSED DMELLINS ADDTION TOO.O 5F. 5.1% f O 0 1 PRorOSED I I PROPOSED COVERED PORCH 100.0 S.F. 04% o d SECOND STORY �- Q I.00 PROPOSED STRUCTURAL PLANS ADDITION TOTAL AREA OF ALL STRUCTURES 9455.0 S.F. 153% r W al NEW 10' p DW MIN. :p --MAXIMUM LOT COVERAGE ALLOYED-20% I FI R 19.T 253' IY I a I I PROPOSED I� I -IO2.00 PROPOSED STRUCTURAL PLANS STORY ADDITION REGUIRED EXIST. :'RCF05ED CLMPLIES y(p PROJECT: I L PROPOSED > I FRONT YARD 40A' 64D' 66.0' YES M y1 793' Iqb' 5-105.00 PROPOSED STRUCTURAL PLANS TREIBER SIDE YARD I5.0' YES I I _ GDVEREDPDRCH h I RENOVATION PROPOSED 3'x4 BOTH SIDE YARDS 55.01 96-2 523' YES 5TEPP INS STONES I W REAR YARD so.o' 45.1• sot' YES RACKETTS COURT P-IOI.00 DWV/WATER SUPPLY RISER GAS RISER ORIENT,N.Y.11957 AD FRONT YARD SETBACK I I DRAWING TITLE.- PROJECT LOCATION&SCOPE SITE PLAN&ZONING DATA W ((J - /, �G-00:1.00 0. 74.7 2104 Sq Ft.x VERTICAL 5T4.T •-g PROVIDE ( D9 VERTICAL FT.OF 9'DIA POOL REQUIRED PROVIDE(21 D'DIA.%S'STORM DRAIN POOLS � EXIST.HELL TO BE DRAINAGE SYSTEM NOTE. ... I ABANDONED UTILIZE ORYYELLS INSTALLED AT PRO.ERTY WITHIN THE I - --�- '•Ar DATE:10 0 LAST 5 YEARS ; - _ CONTACT ARCHITECT IF ORYYELLS CANNOT SUPPORT ..- - _�- -"ID DRAINAGE SYSTEM CALCULATIONS FOR! ROOF AREAS _ A\�Y Gz CONNECT ALL SLTTER LEADERS TO NEAREST ORYWELL I Y - - - - - - - ---j ei.-� Ifl. n l=- N52.44SO-E - - on:.-_�; RACKETT'5 COURT 14TD' � - ftir�_- 51TE PLAN SCALE:I'•10•-0. LOCATION MAP SCALE NTS NOTES B SFECf CATIONS cARFeuTar Wo-cTYRAMNGMATEaIA'_SrANDAR_•T5 FOL r Nr Pre A-MASONRY AESREVIATIONS a v O KFSP I.ALL LUMBER$HALL BE DOUGLAS FIR LARCH X2 a BETTER(Fb=675)UNLESS THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE AE I.OONTRAGTORS TO VERIFY ALL DIMENSIONS OF EXISTIN6 FOUNDATION AS IT Q Tpt5SRFFo,ISIeLrtY iR Au NRiPS, OTHERWISE NOTED' OF ANY MATERIAL OR METHOD OF CONSTRUCTION HOT SPELIFILPLLY APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE BD. BOARD INSIIL INSULATION Q ~CN SFECFICATONG AMD FAMLIAwIIO wM THE P✓.IG FNOR i0 NVrsX PRESCRIBED HEREIN.MUITR IT CAN BE SHOW{AMC THE AUTHO -M11- SUB-0ONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF W Z O 2.ALL UMBER IN CRAWL SPACES TO BE ID'ABOVE SCRATCH COAT.MAINTAIN ,MISDOTION FIND'BY EXPHRIEFLE,MOCEL6O,OR TESTING BY AN APPROVED THE FIRST AND SECOND FLCMS ARE TAKEN INTO ACLOLNT. BFE BASE FLOOD ELEVATION NT. INTERIOR W 7 N b'MIN FOUNDATION EXPOSURE AGENCY,THAT A FRLDULT OR PROCER'RE FIR——EQUIVALENT OR GREATER STRUCTTRAL SAFETY OR DURABILITY,SUCH FROBIG OR F-EDJRE 2.ALL POOTINSE TO BEAR ON FIRM.VIRGIN UDISTIRBED SOIL BLDG. BUILDING KIPS(LOGO LSS) 1.NNOE L TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE B.SILLS TO BE F.T.AND SECURELY FLASHED WTH A TERMITE SHIELD,ALSO SHALL SE DEEMED TO CONFORM TO THE REQUREMEATS OF THIS DOL'J Q W} APPLICABLE BUILDING DEPARTMENT PROVIDE SILL SEAVINSLLATION.51ZE OP SILL TO BE(2)2'a6',UNLESS(I;2"x6' (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD 5.SOIL TO NAVE MIN.BEARINS CAPACITY OF(I)TOW50.PT„UDN, BM BEAM MANU.SPEG.�S MAM/FAGNRER5 SPEGIF SPECIFICATIONS IS ELE55ARY TO MATCH FLOOR HEIGHTS WITH THE EXIST Ra STRUCTURE. CCACILS WOOD FRAME CONSTRUCTION MANUAL AND THIS! FORMAT,AS IX Z 2.ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. APPLICABLE AS A DERIVED WORK). 4,FOCTINI65 TO REST A MIN.OF 41-0•BELOW GRADE,UHLE% B.O. BOTTOM OF MAX. MAXIMUM ALL DIMENSIONS,CONDITIONS AND APPLICABLE INFORMATION OF EXISTING 4,AT FLIF,M FRAMING USE 16 GAGE MIETPL JOISTS HANEER5 BY'TECH'OR OTHERWISE NOTED � O Q Z STRULTI-BITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR EQAL' I.B-FILATION,ALL SOLD-SAWN LUMBER GLUED LAMINATED TIMBER BCT. BOTTOM MEGH. MEGHAN GAL j =} FREPAERICATm WOOD I-JOISTS,STRU`'' COMPOSITE LI Mem 5 WALL TO BE P0.EC CONCRETE OF SIZE 5H C_04 DRAW N65,UDN. f N Y 5.ALL WORK 5HALL CONFORM TO NATIONAL,STATE AND LOCAL LODES 5.M wMLML DOUBLE HEADERS AID TRIMMERS AROUD ALL-I-IN PREFABRICATED HOOD TRUSSES,6YPSIM,HARDBOARD,AND STRUCTARAL BDYL BOTTOM OF WALL MIN. MINIMUM AND AUT RITES HAVING. SDILTION FL S•ROOFS'>)ID W1LL�. PANELS,SHALL CONFORM TO TIE APPLICABLE STANDARDS OR GRADING 6.NO BALK FILL SHALL BE PLACED AGAINST FCLNCATION WALLS - d' Q)Q O 6.DCM-ALL JO15TS UNDER PARALLEL PARTITIONS.POSTS,AID BATH TUBS, RULES SPECIFIED IN 1.1 THRQX3l1 19, UNTIL lu TIER OF FRAMING IS IN PLACE G.J. CEILING JOIST NAVDBD NORTH AMERICAN VERTICAL DATUM OF Nab d p O 4.ALL IINOROTFD OR NON-VISIBLE EASEMENTS ARE Tiff RFSPON6IBILITY U.ON. W m OF E OMERRBIILDEt I.I.LUMBER,ALL WOOD MEMBERS USED FOR L LUMBER R SHA PURPOSES, 7 FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWIN65. COL, COLUMN NYG BG NEW YGRK CITY BUILDING CODE } m INy THE 6 END-JOINTED AND ES.M&ACI LIAHBER SHALL BE IDENTIFIED -L T.ALL BEAMS,GIRDERS,ETC.TO HAVE MIN.OF 3-I/2'BEARING BY E ARApEMA ES IN N ACC 6R TION6 OR INSPECTION AGENCY b.ALL OTR CONS FOR BEAM POCKETS,UTILITIES,ETC.TO BE FILLED S.ANY OMISSIONS OR DISCREPANCIES OF PLANS AID/OR JOB CONDITIONS GOUT. GONTINUGUS O,G. ON CENTER O SHALL BE CLARIFIED W TI E ARLNITECT/EN6INEER BEFORE PROCEEDING MILH PARTICIPATES IN AN ACCREDITATION PROGRAM,SUCH AS THE SOLID WITJ CONCRETE. WTM E b.MIN.HEADER TO BE(2)25RI0'UNLESS OTNffRWSE NOTED. ERACEM LUMBER STANDARDS EASILY DI OR E6UVALENT.THE DBE. DOUBLE GCG. OCCUPANCY H O 6R1G..or SHALL INCLUDE AN EASILY CI OMF,_I SMABLE MARK OR 9.ANCHOR BOLTS SHALL BE IN ACCORDANCE WIT PAGE 6-003. Z uj 6 LE pEV1ATIONS OR CHANGES 17 E STRUCTURAL SYSTEM SMALL BE MADE 4'ALL MOOD SILLS AND WOOD IN CONTACT WTN MASONRY/LONLRETE TO BE INSIGNE OP E 6RADIN6 ARTILY YVNF COMPLIES WTH E DFE DESIGN FLOOD ELEVATION FBFE PRELIMINARY BASE FLOOD ELEVATION Q W UNLESS APFRO/ED BY E ARCHI7ELT/ENGINEER. P.T. RECUREMETAS OF US.DEPARTMENT OR LOMNERCE P530-99. 10.ALL CONCRETE TO f1AVE AN ULTIMATE LOYPREf+51VE STREN6TM AT 28 J DAYS OF 4D00 PSI-NON. J W 10.ALL EXTERIOR SHEATHIn'E SHALT BE NAILED I PER FASTENING HALLS IF 12 TFE LAMINATED ANEI/A GLUED LAMINATED ST UCT TIMBERS$CLAM MEET DIM. DIMEN5IGN P.GONG. POURED CONCRETE 1.CONTRACTOR TO VERIFY DIMENSIONS Lf FOUADATCK KITH FLOOR PLANS �V p BEFORE THE START OF FRAMING ON PAGE 6-005.Cox 6RLMY.SHEATHING IS E NI S N T ED.SIBS ON WALLS S TUM PROVISIONS OF NISI/ALTC A 90.1 STRUCTRAL RILED LAMINATED 6 COLIC,SLABS LE REST O MIN RIG'FIE GRAVEL OR SAID WTN DJ, DECK JOISTS PL. PLATE Z Q ROOF .I IS OF Cox GRADE,UNLESSIR TM LINE NOTED,SEE FLOOR PLANS nNBERs. b MIL.POUYETrYLEIE VAPOR BARRIER LACER T-I a-I b.DRY HELLS AS RELVIRm BY STATE AND LOCAL LOGES. FOR ADDITIONAL NAILING OR DIFFERENT WILING REOUIREMENTS WEN O J X'I p APPLICABLE. I.S.PREFABRICATED HOLD I-JOISTS.ASSEMBLIES IF LNG PREFABRICATED 12.COPPER FLASH ALL JOINTS W+ETE SLAB ABUTS FRAMING. EA. EACH PLYWD. PLYWOOD `1 Vi 9.DO NOT SCALE pRAY0NIG5.WRITTEN DIMENSIONS TAKE PRELEDENGE WOOD I-JOIST5 SHALL MEET E PROVISIONS A MO[TOR ELEV. ELEVATION P.T. FREBSURE TREATED Z r -I IL SUB PL S PER GENERALLY,TO BE OP PA THICKNESS AND CF LDX GRADE. STANDARD SPECIFCITIE5 FOR EFABRI ATED AND NONITOTE. 13 NA LK VENEER TO BE ANCHGl2Fp WTf CORROSION RESISTANT TES- Q Z 10. TIFIC TES,CERT. ARE R OCCUPANCY FOR ALL INSPECTIONS,U,APPRLYALS, NAILING AS PER FASTENII:6 SLEDAE ON PAGE 6-003 PAD 6LL'ED,UGH SIRA.TURAL CAPACTIES OF PREFABRICATED WOOD hI C 71 THIS (U WALL TIE PER(5)5Q.P. CERTIFICATES,CENT.OF OLCLPANGY OR LOMPL£TICN AND UL AFFRLVAL DOLLT'ENT,E GOVERNOR H 1.THE LODE AND ANY ADDITIONAL EQUIP. EQUIPI•¢NT REQb REQUIRED U)W 12.EXTERIOR SHEATHING TO BE L VENTED WTM'KVEK'HOME hRAP OR REQURE ION R AS SET FORTH IN THE MAN.FALRRB25 CODE M FLASH.PINT T DIRE LEDGE AMID FROJIDE N�IDLES, Q Q Lf) A THESE SET OF ORA-TERE ARE Tiff PROPERTY GP ANTHONY ITTEN 1 n Rq APPROJEO EOVAL. EVAWAnON EFFORT. MAX 52-0'OZ.TO DIRECT ANY CONDENSATION TO THE EXTERIOR EXIST. EXISTING RI RISER r,O N AND SHALL NOT BE ALTERED OR BE REFRODLCm WITHOUT WRITTEN EM. EXTERIOR RM. ROOM p g PERMISSION FROM THE ARCHITECT. 13.BLOCK EXTERIOR SEA WALLS AT HALF STORY E161fT5 AND AT 1.4.STRUCTURAL COMPOSITE COMPOSITE SINGLE ALLMEMBERSMEET OR A55IWIVO F APPLY(U COAT 2'TAR BASED WMADE.00FN6 TO EXTERIOR OF FOOD. a-I O UNSUPPORTED m6E SEAMS OF EXTERIOR SHEP.TIING, USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PRO/IS1ON5 OF FROM FOOTINI6 TO 2'ABO/[FINISH GRADE. 12.THE ARCHITECT IS NOT RT FOR SUPERVISION OF THE WORK AID IS ASrn D5456 STANDARD SPEUFILATIOh FOR EVALUATION OF FA,I FRESH AIR INTAKE R.R. ROOF RAFTER R RESPONSIBLE FOR DESIGN INTENT ENT ONLY. E PROVIDE'X'CROSS BRACING AT JOISTS,STUDS.AND RAFTERS WHEN SPAn5 SiRUCTLRAL COMPOSITE LUMBER ANY ADDITIONAL TNIA DOCUMEN,THE O NO L AND FE INMANLESS TROPIC IS TO BE PERFORMED IN TEMPERA-EKES FAR FLOOR AREA RATIO GTE. STEEL EXCEED D'-0'AND AT FVFRY B'-O'. GOVERNING BUILDING LODE AND ANY ADDITIONAL REQUIREMENTS AS OF 40'F AND FALLING,UNLESS N FROVm BY ACESTELTiEN61NBER NO 15.THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OLLUPANCY. SET FORTH IN E MANIFAC'IURER5 LODE EVALUATION REPORT. COMPETE SHALL BE PLACED ON FROZEN SURFACES. W R ED R£I5.TOP PLATES TO BE DQUBL AND LAPPED AT LORNER9,SEE ALSO PA FA.V. FRESH AIR VENT S.V. SMART VENT Ir 14.THE CONTRACTOR 5HALL KEEP PREMISES REASONABLY CLEAN AT ALL 6-003, I.S.PREFABRICATED WOOD TRUSSES,ASSEMBLIES USING PREFABRICATED M NO A-DITIVES SHALL BE PLACED IN CONCRETE�SPE IFIED BY TIMES.AT THE COMPLETION OF WORK THE CONTRACTOR SHALL 4EMLVE ALL WOOD TOSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT,THE ARCHITECT/ENSIIffit FF FINISHED FLOOR TBD TO BE DETERMINID RUBBISH.WASTE MATERIALS.TOOLS,ETC.GLEAN GLASS AND LEAVE'B I..APPLY ALL CONDITIONS ADDRESSED IN FASTENING SLHffpn c AS 6WB %S EULDIN6 LODE.AID ANY ADDITIONAL RE_REMENTS AS U BROOM CLEAN. NECESSARY. SET FORTH IN ANSIRPI I NATONAL DESIGN STANDARD FOR METAL PLATE 16.PROVIDE BITUMINOUS JOINTS BETHBEN BLABS AMC FOUNDATION WALLS AND FF ELEV. FIRST FLOOR ELEVATION TEMP 6L. TEMPERED GLASS H CONNECTED WOOD TRU55 CONSTRUCTION,THE TRUSS DESIGN DRAWINGS, WERE EVER APPLICABLE, 15.THE CONTRACTOR SHALL CARRY WORKMAN5 COMPENSATION AND 6ENERAL M-DE ALL NAILING AND 5TRAPPIN6 ADDRESSED ON PAES 6--a. OR THE MANUFACTURERS,CODE EVALUATION REPORT I FLOOR JOISTS THK. THICK = J LIABILITY INSURANCE.ALL SHALL COMPLY WTM STATE AND LOCAL CODES 19.UNLESS OT NEE INDICATED,ALL FOUDATION FOOTINGS ARE TO BE A J ACID ORDINANCES 16.AT'YET WALL'PARALLEL TO JOISTS FRAME DOUBLE JOIST AS FER CODE. Ib.6YPSLM,GYPSUM MATERIAL MED IN A STRUCTAR4L APPLICATION SHALL MN[O'DEE PROJECTN6 WON EACH BIDE OF THE FOUNDATION WALL FOUND. FOUNDATION T.GN'. TOP OF WALL GENERALLY,SEPARATE DOUBLE.GIST THE THICKNESS OF WALL A80VE SU5 MEET THE PROVISION9 OF ASTM C56 SPECIFICATION FOR GYPSUM P ICE TWO K CEFCRMm BAR9 LONTINOTY IN THE FOOTING.ALL 4'THICK Q 16.THE CONTRACTOR SHOU D FULLY GUARANTEE HIS YORK AND THE WORK OF FLOOR SHALL I R EXCEED A 16'SPAN. WALLEOA(D,ASTM C57 SPECIFICATION FORM LAM OR ASTM L"19 CONCRETE SLABS TO HAVE 6xb 10/O�LURE REINFORCINS. FRGE FLOOD RESISTANT GCNSTRUGTON ELEVATION TREAD THE SL9GOHTRALTORS FOR A PERIOD OF AT LEAST OE YEAR AFTER SPECIFICATION FOR GYPSUM SHEATHING BOARD. 19.AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPINS COMPLETION OF PROJECT. 20.FOR SECOND STORY ADD1n01'U EXIST.FOUNDATIONS61_5ARE TO W VERIFIED FR FRAME TYP. TYPICAL AS PER PAGE 6-005. I.T.HARDBOARD,HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN SOLID a SOUND CONDITION WTH AN EXIST.FOOTING OF MIN 16'WIDE x b' It TIE CONTRACTOR SHALL HEIR NIFY AND D HARMLESS THE FROM OWNER MEET THE PROVISIONS OF ANSI/AHA AI%.4 BASIC HARDBOARD OF DEEP a 9'-0'BELOW GRADE FRPR FIREPROOF UNLESS OTHERWISE NOTED AGAINST ALL CII'EER AND THEIR LOEN5 AND XENS EMPLOYEES FROM AND 20'PUT.'SPECIFIES PRE:fJ.; FRESER ILLINO Y T2EATED NS OZ IN AN51/AHA AL35b HARDBOARD SIDING. AGAINST ALL CLAIMS,DAMAGES,LOSSES AND EXPENSES,II:CLLDIN6 ACCORDANCE W AYPA C22;WHERE DRILLING qN A_L LUIT IN OCCURS,FIELD FTC. FOOTING VENT. VERTICAL ATTORNEYS FEES ARI THAT AN OF OR CLAIM, M,CA FROM THE PERFO EXPENSE (OF TREAT LUMBER A COPPER NAP7HENA7E,OR SHALL CONTAIN 2%COPPER B STRUCTRAL PANELS SITE HONK THE YGRK PROV TO TILT MY SUCH CLAIM,DAMAGE LOSS E EXPENSE(A) METAL 6Y NO REPEATED ALSO FOR DIPPING,OR SOAKING UNTIL THE WOOD I.STAKEOUT IS TO BE PERFORMED BY A LICENSED SURVEYOR GYP.BD. 6YPSUN BOARD V.I.F. VERIFY IN FIELD IS ATTRIBUTABLE TO BODILY INLURY TAN BCKK RO DISEASE FE DEATH OR TO CONTRACTOR NO MORE.ALA,FOR HARDWARE USED WTH P,T. BY P.T. Ib.l.PLYWOOD RWISIOD L5m Ic DEPARTMENT EPAR MEN APPLICATIONS SHALL IN.URT TO OR DESTRUCTION OR TANGIBLE PROPERTY(DUET THAN E WORK CONTRK.TOR IS TO INSTALL HARDWARE THAT IS SPECIFIED BY P. LLMEER MEET E PROVISIONS OR UB,DEPART U OF LCMMERCE 2.VERIFY ALL 61VEN DATA ON DRAWNCf,IF ERE IS A DISCREPANCY, HD. HOLD DOWN W/ WITH ITSELF INCLIAIN6 E LO•F OR USE R[SULTN6 TI+HREFRONJ,re/15 CAUSED IN HIARFAGTLFtER 511LM A5,HANGERS,KAtLS.SCRdS,FIh4NIN'6,ANCHOR EATS, VOIMTARY FRODICT STANDARD (PS II CON5TRUCnON AND RELIVE CLARIFICATION PROM ARCHITELT/ENGInEER PRIOR TO FROCEEDIK6. ETC.FOR LOCATIONS SUCH A5:LEDGER m-SILL PLATE DECK CONSTRUCTION -A__PLYWOOD,US.DEPARTMENT OF COMMERCE VOLUNTARY WOLF IN PART NEGLIGENT OR OMISSION OF Tiff F•DR HEADER WD. WOOD CONTRACTOR.ANY S S UBCCONTRACTOR ANYOYo NE DIRECTLY T5 INDIRECTLY ETC.ANY REFERENCES TO CLA ARE TO REPLACED WTR P.T. PRO-LOT 5 v STUDD 3 LP52)PERFORMANCE STANDARD FOR 9.EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. WOAD-BgON STRUCTURAL-USE PAELS AFRICABLE LADE STOCKPILE TOPSOIL OBTAINA FROM STRIPPING DRNEWAY AND BILLDIN6 EMPLOYED BY ANY OF TENT OR ANYONE FOR V.HG✓E ACTS ANY OF THEM MAY 1-NGR MANGER ZR ZONING RESOLUTION BE LIABLE REGARDLESS OF WHETHER OR NOT IT IS CAUSED IN PART BY"A 31.LVL(LAMINATED VENEER I"HIE DENOTES EITHER OF E FOLLOWN6: EVALUATION REPORTS. SITE.STOCKPILE ALL EXCAVATED MATERIALS. PARTY INDEMNIFIED MERB.NA�R A TRUSS JOIST 111C 2 .I9E MICRO LAM HOP. HORIZONTAL B.6mR61A STRAND 2DE G-P LAM IB2.ORIENTED-STRAND BOARD MED II,WAFERBOAIRD ORIENTELL MEET D 4.ROOTS AND E%ISTINS BALK FILL MATERIAL ARE RI BE FREE OF [TAB TREE IH.ALL MATERIALS,A55EMBLIES,AID METHOD OF GONSTWKTION INCLUDING PSL(PARALLEL STRAND LUMBER)DENOTES. BOAR- 1 I.NS or US USED IN STRUT COME IONS'CLU MEET ROOTS,,ROCKS,AND DEBRIS.ALL ERRUC MATERIAL THAT IS UNSUITABLE BUT NOT LIMITED TO FORM-WORK BLOCK-YYJRK FRAMING,NAILING,PEALING A PUSS JOIST M4MILLIAN 20E PARALLAM THE PROVISIONS OF U5.DEPARTMENT OF COMMERCE VOLUNTARY FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. OF CONCRETE,ETC.ARE TO SE CAREFULLY SLFEI VI BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MAW.SPEC.% PRODUCT STANDARD 2(PEW PERFORMANCE VOLUNTARY FROCVCT Q TO EE SERE TffY ARE IN ACCORDANCE WTH THE DRAWNGS,SPECIFICATIONS, STANDARD FOR YIOOD-BASED STWIGTI•RAL-USE PANELS OR 5.PROTECT TREE:.WTMN EK-AiT FEET OF THE GUILDIIRG. INSULATION 8 FENESTRATION REQUIREMENTS APPLICABLE CODES AND GOOD FRACT.CE.DEVIATIONS FROM THE DRPYRIN65 33,I-JOIST FLOOR SYSTEMS SHALL BE IN ACLOI®ANLE WTf THE_ APPLICABLE CODE EVALUATION REPORTS. U PLAID SFm"ICAnONS WIL NOT BE PERMITTED WTHOUT WRITTEN FRAMING MATERIAL STANDARDS SECTION E GCVBUNIN'S BUILDING LODE, AIRHIORIZATION OF THE ARCHITECT/ RISER. AND ANY ADDITIONAL-I-SET FORTH IN THE MATUPACTLRERS IEs.PART CLE BOARD.PARTICLE BOARD USED IN STRUCTURAL 6LAS$WINDOWS AN-W S O CODE EVALUATION REPORT. APPLICATIONS 5HALL CONFORM TO ANS A2OW AND ANY L ALL GLASS TO BE INSULATED LOW-E,UNLESS OTffRYllSE SPECIFIED, PROPOSED DE51GN CODE PRESCRIPTIVE VALUE d COMPONENT COMPLIES N THE,UNLESS R SHALL BE RESPONSIBLE FOR ANY SHOP ORAWI ION REQUIREMENTS AS SET FORTH IN E MANUFACTURERS CODE VALUE CITATION(PER 2020 NYSECGG) .300 NEEDED,UNLESS TO BE"B D vER Im.ALL DIMENSIONS AND CONDITIONS NO BE C__IN HE TOP OR BOTTOM EDGE OF BAUD SAHN RAFTERS SHALL EVALUATION REPORT. Z,EARAN DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER W FERTAINNLS ARE TO BE FIELD VERIFIED. NOT BE CUT IN THE MIDDLE ONE-THIRD OF E RAF'T9t SPAN NOTCHES IN E CLEARANCES ARE PROVIDED _ OUTER THIRDS OF THE SPAN SHALL NOT EXCEED OESIXM OF THE ACTUAL U5,4.FIBERBOARD.FIBERBOARD L5m IN STRUCTURAL APPLICATIONS 5,ALL SLOIN6 CLASS DOOR5.SKYLt6HT5,AND ANY GLASS UNIT INSTALLED TRATWI UNALLE LPgxg65 O5O ,p L �Eo�3J C -_ 20.CONTRACTOR TO REMOVE a RELOCATE AS REOUIREP ALL EXISTING W RAFTER"Er"-YOfERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL THE PROVISIONS OF AN51/AHA AI94.1 C ES ELLLIO✓IG Te5 C WHICH INTERFERES WTM KEW LCNSTZI MANJGTION IN A MAN LIKE MANTER EXCEED ONE-FORTH THE ACTUAL RAFTER DEFiH,WIRED HOLES ARE LIMITED FIBERBOARD OR AS-1 STANDARD SPECIFICATION FOR WTNIN IV OF FINISHED FLOOR SMALL BE OP IMl1LATm TEMPERED GLASS. - m F IN OIA LEPER TO O _TRRD THE ACTUAL RAFTER DAM AND THE EDGE OF THE CELLULOSIC FIBER IASLLAnN2 BOARD. UNLESS OTHERWISE NO EB. O 2 21.ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURERS HOLE`JELL NOT BE CLOSER THAN 2[NICHES TOE TOP OR BOTTOM EDGES. a VANE BAT ALNAATIQI �N R-VAg�=O SPECIFICATIONS.UNLESS KOTED OTHERWISE. IBs.STRUCTURAL.PANEL SIDING STWKTLRAL PANEL SOWS USED IN 4.ALL GLASS UNITS SWILL BE INSTrLLLEC IN 5TLLT ACCORDANCE HUTf 24.NOTCEs IN EITHER m IE 6E OF STUDS L NOT EE LOCATED UK T STRUCTURAL APPLILAYCNS SHALL MEET THE REOJIREMEHTS L U5. MNUFALTLRER5 SPECIFICATIONS, Q 22,PROVIDE FIREBLOCKING AS PER KEN YORIC ACCESSIBILITY STANDARDS MIDDLE PE-THIRD OF THE STD LENGTH.NOTCHES IN E QItER THIRDS OP DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT-TAAAARD I CE4HO Y FOAM TCw YES G THE STUD LEn'GTH SHALL NOT EXCEED 25%OF E ACTUAL DEPTH,BORED (FS-1).THE 60VERwN6 BUILDING CODE AAD ANY ADDITIONAL 5.ALL WMJON6 TO BE GPRhfCm AND SEALED AS PER NEW Y.-STATE CK 1RSinNCHU rG1A ARID ERR0312-CLMA Z G 23.PLEASE NOTE THAT THESE PUNS ARE PROTEGTm A6AINET ANY MOLES SHALL NOT EXCEED 40%OF THE ACTUAL STUD DEPTH AND E m6E REQUIREMENTS AS SET FORTH IN APPLICABLE LODE EVALUATION ENERGY CONSERVATION CONSTRUCTION LODE. 1L lONT 4 S UNAUTHNORI=USE UNDER FEDERAL LAW BYE ARLHITELNWLL WORKS OF THE HOLE SHALL NOT BE CLOSER THAN W.-TO THE EDGE OF THE STUD. REPORTS, EXiealai R Vµ� _ SAT I qT� K R-VAUK•20(uVITi1 .� LOPYRI6HT PROTECTION ACT OF 1990(AWLPA),WIILH HAS SEVERE PENALTIES. NOTCHES AND MLES SHALL NOT OLLUi IN E SAME CROSS-SECTION 6.PROVIDE FLASHINR PANS UNDER ALL SLIDING GLASS DOORS.WINIDLM.OR FR,N1.8: - HRU TABLE R4O2.13-ELT) ZOI.S 9 O 32.FASTENERS AND LONECTORS.ALL FASTENERS AND CONNECTORS SHALL ANY-TYPE OF GLASS UNIT W WTNIN V OF AN EXTERIOR SI.RFALE. f 25.FOR TIDY WALLS,A PERFORATED SHEARWALL SYSTEM 15 USED.THE CONFORM TOE STANDARDS SPECIFIED IN M-THROUGH M 22.1. ROAR R-VALtIB R-b BAn U51UAiId. HN REV .w YG H LODES AAD REFERENCE STANDARD, LONTRNLTORS ATTENTION IS Cl.TOE APPLICABLE DETAILS 1.ALL EXTERIOR COME ARE TO BE YEATIERm STRPPED AND PROVIDE ALL P9t iABtP wo1UO"4JIL9S}n!E• 2 I.ALL NEw WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YOFRK NOTES.AND TABLES ON PAGE G-005 a 6-004.THE FASTENING SLHEq;LE 22L B0.T5:BOLTS SHALL COMPLY W TN ANSI/ASME B 1621 SOUARE AND SCREENS AND HAROYLRE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS,. SPECIFIES E REQA NAILING FOR THE SJEATiINS(ANY NAILIN45 HEX BOLTS AID 50R (INCH SERIES). mEKNa¢JASG I- AHR FR��IOHAL JIDSNeXT,T�NEW ARe W li F O STATE BUILDING CODE,2020 YLRK STATE RESIDENTIAL CODE, 02 20 SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THEFAST - b.ALL CLASS IS TO BE FREE OF SCRATCHES AND IMPERFECTIONS CLASS YOHPLICaCE WI1H Yo1613RVAn[XH YonGJRUCn Cone(SING cHAPTW I UFANDrns p NE.YORK STATE PROPE RTY MAINTENANCE CODE.AND 2020 NEW YGRK SHOUD BE 6UARANTEm BY THEMAUFACTURER FOR A PERIOD OF 5 YEARS. f STATE EER6Y CONSERVATION CONSTRUCTION CODE. SCHEDULE).HOLDOWN5 OPERATE IN CON.LNCTION WITH TIE PERFORATED -2.LA6 SCREWS.LAB SCREWS OR LAS BOLTS SMALL COMPLY WITH ANSI/ 0 0 SEARYLJI.SYSTEM(INSTALL A5 PER APPLICABLE DETAILS a MANU,SPEL.'f). AEME B1521 SOUARE AND EX BOLTS AND SCREWS(INCH SERIES). 9.ALL WNDOY6 TO BE EARIaN.IP CONTRACTOR IS TO SUBSTITUTE WITH 2.REFERENCE STANDARD MED FOR ALL WOO-FRAMING,LDANELTIONS OF HC_O W LOCATIONS ARE SPECIFIED ON THE FOUADJFLOOR PLANS, ANOTHER WNCOW MANUFACTURER IT 15 THE RESPQSIBILITY OF THE Y HOOD FRAMING,AND CONECTION TO FOUNDATION-201E WOOD FRAME =.5.TRUSS METAL CONNECTOR PLATES,TOSS METAL CONNECTOR PLATES (ANTRALTOR TO VERIFY THAT TE LHARALTERSTICS OF THE WNDOYi MATCH COSTRUCTI MAMA_BYE AHERICAN FOREST a PAPER ASSOLIATON 26.COLUMN BEARING AS FOLLOIPS, SHALL MEET E REOUIREME'TNlS OF AA5IRPI I NATIONAL DESIGN E CHARACTERISTICS OF HA MARVIN WIDOW SPECIFIED.E (AFRPA AMIERILAN MOOD COUNCIL(A-). WOOD POSTING TO BE BACKED SOLID TO FOUND.WALL /END ERA[µ STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION THARALTERSTLS ARE AS FOLLOWS,BUT NOT LIMITED TO,DE616N PRESSURE, TREATED WOOD a FLASHING.STEEL COLUMNS ARE TO BEAR UPON FOUND. E 60VERNi�L BU'LOINS CODE.AND ANY ADDITIONAL REDUIREMEN(15 ROUGH OPBUIJG,S ARE AS LI6NT AREA VENT AREA AIDE ESI YRALL W STEEL SHIMS,a A MIN 5/4'OF NON-SHRINK GROUT. A5 SET FORTH IN THE MAN•FALTURERS CODE EVALUATION REPORTS. RI 3,ALL-INS WORK SHALL GQPORM TOE 2020 NEW YIXRK STATE REQUIREMENTS, pLU,MEI�COBB. SECURE W LE I/2'R ANCHOR BOLTS(4'LONG EXPANSION BOLTS R EXIST.SALL5 a.`I LONG INOOKm BOLTS R EW FOUND.WALLS),FOR ANY ]2.4.METAL E SPE I ED MERE METAL PLATE OR STRAPPING SIZE AND 10.WINDOWS IN TUB/-HC'WER ENCLOSURES AND WTHIN STAIRWAYS SHALL BE p 4.ALL MECHANICAL WORK SHALL CONFORM TOE 2C2C EW YGRK STATE POSTING a C.ML.HYALL SEE PUN FOR REOJIRm REINFORCING(6 MIN.16' EASE ARE SELIFIm,M NIMLM ASTM A653 STRUCTURAL QUALITY, TEMPERED EC GLASS, 0 MECHANICAL CODE AND 202C EW YORK STATE FUEL 6A5 CODE. WOE 3 COURSES OF SOLID BRICK M INRY CENTERED O P05TIN6,UONJ. BRACE BE STEEL SNAIL BE MW.OTHER METAL CONNECTORS SHALL TABLE F.301.-f NOHBVER WHEN COLUMN OR PO5TIN6 IS PART OF E LOAD PATH FOR LSE MEET E REDUIRENENTB OF THE GDVERwNG BUILDING CODE AND ANY GLIMATIG d..IS.PHIG DESIGN CRITERIA II.EXTERIOR 6LAZINS SHALL Be PROTECTED FROM WNDBORE DEERS. S.ALL ELECTRICAL Y•LORK=_HALL CONFORM TO 2017 NAnCNAL ELELTRL IN A B'EARI^LALL.ALL ANCHORS YA(W AN D VALN•ENi ARE TO BE L ADDITIONAL REOUIRE PORT AS,SET FORM IN E MANFALTLRER5 GLAZED OPENING PROTECTION SHALL MEET.TIE-REMENTS aF E LARGE ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS PROJECT: CODE NPPA 70 AND 2020 NB4 YORK STATE ENERGY I.OA..ERVATION BTAWARD SHEARCULL fLRDWARE(W NOTED VALL'ES)f ANCHOR BOLTS, CODE EVAWATILN REPORTS. MISSILE TEST OP ASTM EI996 AND ASTH E[bb6 AS MODIFIED BY 2020 NITS SC GROUND 5N'DW[DAD 25 LE5 CONSTRUCTION CODE UDN,WTH TOP CAPS■STEEL COLLMP£>TO E MINY.'BENT PLATE 8'LONG SECTION B012J2J.6ARAEB DOOR 6LAtm OPENING PROTECTION SHALL MEET TR EI B ER 22s,NAILS,NAILS SHALL COMPLY WTI ASTM F ILS.STANDARD W 6'RISE a U.(2)-'0 BATS I.I INFO. OII CENTER LIE AS VERTICAL LEGS AN MASS ENIENTS OF AN APPROVED IMPPLT-RESISTANT STANDARD OR ALLOWABLE SET b'DUST-U.C.N.-ADDITIONAL IMC.IS FOUR ON PAGE 6-003. SPEC FILATON FOR ORIVEII FASTENERS,NAILS,SPIKES,ANA STAPLE. gNU5VDA5M4 HIS. STRUCTURAL MEMBER DEFLECTION BASIC WIND$PEED 130 MPH ADAPTED FROM STANDARD FOR IURRICAI6 RESISTANT RESIDENnPl ASPHALT ROOFING SHINGLES 226,FEIMATIG NAILS AND STARES,P IATC NAILS AND STAPLES 12.AS AN ALTERNATIVE TO NOTE f1I ABOVE,hOOD STRUCTURAL PANELS WITH EXPOSURE CATESORY e RENOVATION CONSTRUCTION 55TO 10-99 AND 2016 WC,HIGH WIND ED TION MOOD FRAME SMALL MEET THE REOJIREMENTS OF THE 60VE _BUILDING CODE RAFTERS HAVING 5LOFE5 GREATER THEN 3/13 CONSTRUCTION I.ALL 51APED ROOFING SHINGLES SHALL BE 6AFCUSSA ASPHALT ROOFING AND ANY ADDITIONAL REQUIREMENTS A5 SET FORTH IN THE A PERMITSS OF 6 LESS PRO E AND A SPAN OF NOT MORE THAN N SHALL VIED I. A CONTINUOUS LOAD PATH BETWEEN FOOTING{,FOUNDATION HALLE. SHIN.LES OR APPROVE-EQUAL MANIFACTIRER5 CODE EVALUATION REPORTS. 6E PERMITTED AS 6LAZIN5 PROTECTION PAELS SXALL BE PRELVT AND W NO FIN SHED CEILING ATTACHED TO RAFTERS SEISMIC DESIGN CATE60RY B FLOORS,STUDS AND ROOF FRAMING SHALL BE 9ROVIDED. ATTACHED TO THE-RRAMIN6 SI RROUMDIN6 THE OPENING.PANELS SHALL BE 2.SWINGES SHALL BE APPLIED OVER 15v BUILDING FELT,UKLE55 OTHERWSE PREOMLLED AND SECURED WITH E ATTACHMENT HARDWARE PROVIDED AS NOTED.ALSO,LONTRALTORS OPTION TO APPLY 6AF-YEATER-WATCH ICE 33.7,SCREWS SCREWS SHALL COMRY WITH AN51/ASME B Ibb.l PER E ANCHORAGE METHOD SELECTED IN ACCORDANCE W TH TABLE INTERICR HALLS a PARTITIONS -50 WEAERN6 SEVERE 405 RACKETTTS COURT 2. APPROVED LCE STANDARD ANCHORS AND OTHER FASTENING DEVICES NOT AND YiATR BARRER FROM BOSE OF EAVE TO 24'INBDE EXTERIOR WALL YROODSCREhS(INICII 5ERIE5). R5GI2.12.AYTACIP'ENT HARDWARE SHALL BE PERMANENT BEMED I IN E STANDARD BALDING LOGE,SECTION 25C6 OF IBC SHALL LIE.a 24'FROM ALL VALLEYS,AND ROOF FLASHING CONDITIONS: CORROSION-RESISTANT'AND E ANCHORS SHALL BE PERMANENTLY INSTALLED FLOORS a RASTEREC CE14N65 L1360 BE USED IN ACCORDANCE WTH MANUFACTURERS RECOMMTIDAnON6. OV E BOLDING FROST LIE DEPTH s'-o• ORIENT,N.Y.11957 9.PROVICE PUSHING NECESSARY FOR WATER T-AND-THERP4OOF 5. METAL PLATES,LONEGTORS,SCREWS,,BOLTS AND NAILS EXPOSED GONSTR)CTOK NNET ONS ALL OTHER STRUCTURAL MEMBERS V24O TERMITE MODERATE TO HEAVY DIRECTLY TO THE YEATHER OR SUBJECT TO SALT CORROSION IN COASTAL -'"-A -' �' DRAWING TITLE: AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED 6ALVANIZm. 4,ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURERS I ALL MECHANICAL GOKNECTIONS SPECIFIED AS'SIMPSON'MAY BE EXTERIOR WAILS W PLASTER OR ST1LL0 FINISH H/360 ICE BARRIER RECUIRm YES GENERAL NOTES SECIFICATIONS. SLBSTITATED T.AN APPROVED EOVAL FR,^DUCT. - 4. MERE WNDOWS AND POOPS IIRTERRLPi WOOD STRUCTURAL PANEL FLUMBIN6 T EXTERIOR WALLS-KND LOADSW BRITTLE FINISHES L/34O ENERGY TABLE D SiEAHINb AND SIDING,FRAMING ql O OR ATEGTORS SHALL BE 5.NAILING OF ROOFING• TO LODE. 2. THESLHSTIT1nON SHALL Mfi ALL OF E MIKINfM GRITCRIA SPECIFIED I.CONTRACTOR SHALL INSTALL WATER SUPPLY,GRAIK WASTE,AXA VENT(DYN;PRCVIm ATE TOP AND BOTTO OFCRIPPLE LOS M CF TUDS FADER STA5 BY SIN.PSGN'MAFLFACTURER SYSTEMS TO HY'S FLLMEIA CODE AAD NYS DEC RSBU Y N6.AND AT LEAST CAE STIED AT EACH SIDE OF OPETl1N5. 6.CORROSION RESISTANT 11 GAGE ROOFIK6 NAILS AND Ib GAGE STAPLES ARE EXTERIOR WALLS-WAD LOADS W FLEXIBLE FINISHES VI20 STRUCTURAL DESIGN CHARTS 5. RAGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPO51N6 PERMITTED 3. ALL LOADING.-MES SHALL MATCH EXACTLY OR EXLEID VALUES 2.PROVIDE HOT AID COLD 5HR CFP VALVES AT ALL FIXTURES. RAFTER5 EXCEPT WHERE COLLAR TIES OF U'xb'OR 2'x4 LUMBER 15 INDICATED IN SIMPSON'PRODUCT LITERATURE.THERE MAY BE SEVERAL LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF 1.PROJIDE(3/LAYERS OF 150 ASPHALT BUILDM6 FELT UIDERLAYMENT FOR LOADING VALUES,CONTRACTOR SMALL CONTACT ARCHITECT IF ANY S.ALL WATER PIPING TO HIVE GLEAN OUTS AT ALL CHANGES IN ORECTION RAFTERS 2H2 PITCHES TO 4,12 PITCHES LOADING VALUES ARE LESS THAN WHAT 15 SPECIFIED BY SIMPSON' AND AT BASE OF VERTCPL WASTE PIPES. 6. UPLIFT CONNECTORS SMALL BE PROVIDED AT EACH RAFTER BEARING. THE SEALANT STO UPLIFT SHALL BE TESTED TO DETERMINE E RESISTANCE OF p, ALL MECHANICAL CONNECTIONS SHALL.BE WT PIPPED 6ALVANIZm 4,USE 4-LAST IRON THROUGH FOUNDATION HALL AND PITCHED AT/b'PER STRUCTURAL DESIGN LOADS PAGE: E SEALANT TO UPLIFT FORGES USING ASTM D 6381. FOOT. 1. FLOOR TO FLOOR HOLD-DOY66 TO BE PROVIDED EVERY 4W AND EVERY S. INSTALLATION PROCEDURES SHALL ALWlYS BE-W OUT AS PER LO G-�0 L^ O O 16'WTHIN 4'OF EXTERIOR CORNERS, MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INST ALLED. S.6En8LL TRAP A WASTE ID SIZES AS FOLLOYS UNLESS 0_15E NOTED. USE LIVE EGAD DEADAD GYPSUM WALL BOARD -DISH WASHBy2' ■ D.51LL RATE TO FOUTIDATION ANCHORAGE;SILL PLATE SHALL BE ANLNMEO L 6YFS`N WALL BOARD 5Y5TEM5 SHALL BE OF A TAPE JOINT AND JOINT 6. ALL FASTENING LRU'ERIA SHALL BE CARRIED OUT AS PER MANUFACTURER -KITCHEN SINW...__..-._.._-_-_2' EXTERIOR BALCONIES 40 psf 15 WTO THE FOUNDATION WTH ANCHOR BOLTS HAVING A MIN BOLT DIAMETER COMPOUND METHC-, SPECIFICATIONS,OF THEPRODI.GT BEING INSTALLED -UVATOf1Y 3' OF 3'AND 5'x5'xb'WA5HER5 A MINMM OF ONE ANCHOR BOLT SHALL BE -SHO-p"TUg_-_........................2' PROVIDED WITMN 6 TO 12 INCHES OF EACH END OF EACH PLATE.ANCHOR 2.ALL GYPSUM,BOARD SMALL IS IA'ON WALLS AND CEILING,UNLESS 1. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY -TOILET......-...._................-_............s' DECKS 4O Pff 15 pff BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF l'IN CONCRETE/MASOnRT OTERWISE NOTED.WATER RESISTANT(WRJ AT BATHROOM$AID WERE ARCHITECT -LAUMDRr.___.__.____.__..-_...2• DATE:10/30/23 2 OF 16 DEEMED APPLICABLE. -FLOOR DRAIN_ 9' FOU1RDATI015.ANCHOR BOLTS SMALL BE LOCATED WTHIK 12'OR CORKERS 8. ALL CAATELTORS-,-CIFIm A5 A 51NPSON'TOP NAMED BEAM PASSANLSER VEHICLE GARAGES 50 pff A5 PER RAN AXD AT SPACINS NOT EXLEEDINS 4'ON CHEATER. 5.5/b',OE MLR RATED,TYE'W 6YPSIIMI BOARD OR CEILING AAD WALLS HANGER SHALL BE AALONED TO BE EMSTTATED WTH A TOP MALTED 6.ALL SYSTEMS TO HAVE p 5'MAIN VENT STALK AND INCREASED TO 4' ELECTRICAL. 6NMERE APPLICABLE)AT EAT FRODUGNS ECb1PMEAT TO EXTEND THREE FEET BEAM.HANGER ONLY ALO•G WITH SPECIFICATIONS LISTED ABOVE. THROUGH ROOF. ATTICS WTQIi STORAGE MAX CLEAR HET<42.1 10 pff 15 pff 1.ALL EWLY INSTALLED ELECTRICAL YJCRK OR AFPLUA M SHALL CO MM. IN EACH OIREGTION BF/OID E M1T(5).ALSO AT EAT FROCUCG IN TO 2011 NATIONAL ELECTRIC CODE,NPA 10 AND 2=0 NEW YORK STATE MIPMIET,CONCRETE FLOOR m F PLACED ON"CC FRAME,INSTALL 1,PROVIDE PROST-PROOF NOSE BIBS NTH EASILY ACCESSIBLE DRAIN a ATTICS WITH STORAGE(MAX CLEAR HET>42') 20 Pff 15 W EERGY CONSERVATION CONSTRUCTION CODE CONCRETE PANELS OF 5/b'TiICKE55 MINIMUM. DRAIN LOCKS A5 REQD.ROSE BIES SHALL BE PROVIDED WITH SAOI F PROTECTION. 2.CONTRACTOR WILL FURNISH A FIRE UNCE ITERS CERTIFICATE UPON 4,FINISH JOINTS,J-BEADS,NAIL DIMPLES,CORNERS,AND EOSES SMALL BE suLATON ROOMS OTHER THAN SLEEPING ROOMS 40 Pff 15 pff COMPLETION OP WORK. TAPED MID RECEIVE TIRES COATS OF JOINT COMPOUND.ALLOW 24 HOURS 1.ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WTH FOIL PALED b,LAST:FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE FROJIDm TO DRY BETYIEEN COATS.FINAL COAT TO BE SANDED SMOOTH. F(EER61.ASS SATT tN5UUT10N BY JOHN MANVILLE OR APPROVED EQUAL. WTH BALK FLOW PROTECTION SLEEPING ROOMS 5O Pff 15 pff 4.SMOKE DETECTORS,IN CONFORMAME WITH FFPA 12. FOIL TO BE PLACED TOWARD WARM SIDE. GENERALLY,VERIFY OR PROVIDE HARD W REDS.METAL CORER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND 9.E WATER SUPPLY AND BAN-SYSTEM SHALL COMPLY W Ti LOCAL SMOKE DETECTORS W BATTERY BACKiP IN, AIL OPENINGS, 2.PROVIDE 2'R-10 RIGID IE FOUNDATION FOAM LIATON FOR EXTERIOR HEALTH DEPARTMENT STANDARDS AND REGULATIONS. STAIRS 4O pff 15 W SHOULD 6.FASTEN 6YPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE G-DOE. H�5 FROM 6'BELOW GRADE SH UL BELOW GRADE IF DESIRED A E BY t0 APPROVAL AND INSPECTION 15 RECARED BY LOCAL 1 15DICTION PRIOR EACH SLEEPING ROUT-1 CONTRACTOR AT RIPPER CARE SJO BE iA1.EN NOT TO vAMAL GUARDRAILS AND HANDRAIL$ 200 pet 15 pf/ FOUNDATION WATERPROOFING. TO CONCEALMENT OF PLUMBINS. B OUTSIDE AREA IN THE IMMEDIATE EACH SEPARATE SLEEPING II,MTLHIN6 AND BORING OF STUDS,JOISTS,RAFTERS AS PER ISUILDIN6 CODE. D TE BBED O WEERALLY VICINITY E HALLWAY, MECHAN cAL.FUEL eAS. 9.GENERALLY,UNLESS9 R-00 FOR FLAT COLINSS A9 FOLLOVG, NO MTLHINS AID SORM6 OF STRUCTURAL MEMBERS SHALL BE PERMITTED ROOF LOADING(LIVE•6ROUNO 5NOW LOAD) 25 pfN IS pff FOR OATHOR . C.EVERY LEVEL OF-WELLING 1 nY5 lfEUfAN GAL CODE AND FUEL 6A9 LODE COMPLY W THE _as SR--113 FORF20'-WALL LONSTRLCTTICN EDRAL LEILIN65 NOR ANY POTENTIAL-ANL6E THEREOF. (BASMENT,FIRST FLOOR a SECOND FLOOR ETC) -529"R-21 FOR:'XB'WALL LCNSTRUCTION •ALL STRUCTURAL DESIGN LONSIDLRATION6 ARE IN CONFORMANCE WTH -525'R-21 FOR FLOORS /SCE'10(MINIMUM DESIGN LOADS FOR MLDIN65 AND OTER STRUCTURES) HOLDONN DETAILS TYPICAL NAILING/STRAPPING REQUIREMENTS FOR FA5TENINO SGHEDULE A a ALL HARDWARE TO BE INSTALLED A5 PER MANU,SPED:s;MANUFACTURER UFL I FT, SHEAR, 5 LATERAL NI ND REST STANCE NOTE:THIS SCHEDULE DOES NO-INCLUDE NAILING FOR METAL FRAMING STRAPS w Z O SUBSTITU'iILYE MAY BE MADE WHEN LOAD cwPAG TIES ARE HATCHED (SEE PAGE G-003 FOR STRAPPING AND NAILING REQUIREMENTS, W ]chi AND ROUGH OPENING FRAMING REQUIREMENTS) J -ALL STRAPPING TO BE V4"x 20 GAUGE"--"SIMPSON"EQUIVALENT-C520(COILED STRAP) ALL NAILING IS A GENERAL SPECIFICATION,IT APPLIES UNLESS NOTED OTHERWI5E W'i *USE 106 NAILS IF STRAPPING IS OVER PLYWOOD;TYP.FOR ALL (SGHEDULE A5 PER AWC 201&WOOD FRAME CONSTRUCTION MANLA-TABLE 5.0 ¢ �>. HOLDOWN 'A' HOLDOWN 'B' FAST NER SPEC SPACING J r Z DESCRIPTION O N Z CONNECTION A J FLR 1.Bwd EXIST NAILING- GRID F NY PcuNDanorG �oHLYA ROOF B CEILING FRAMING 0 p)O 00 WALL LO11n�ON NAIL"/° •�4m��`' RAFTER TO TOP PLATE(TOE-NAIL) SEE PAGE 6-003 PER RAFTER a -T co rENDWALL I plHe T3;2X FULL (S)Zz FULL CORNER STUD ]WOOD 16 A�ZPED TO BE DF.4 a BTR M pRT AGE z �m HEIGHT S HE—STUD MELTED To AT RAFTER TO RIDGE D seevlce Z CORNER ST1D TRANSFER SHEAR CONNECTION C CEILING J015T TO TOP PLATE(TOE-NAIL? SEE PAGE 6-003 PER JOIST ONNELTED i0 = Q TRANSFER SHEAR — IE`ADB2T Pml�M nAL ItsiALLATIOW bPi®ORE De NAIL 'r 51MPSON'HDQH FGR STRAP- 5 B dRLOMMON � j., HOLD.SeT r�nErmER. CEILING J015T TO PARALLEL RAFTER(PALE-NAIL) SEE PAGE 6-003 EACH LAP Z HOEDOWN ANCHOR d _NA L LLMMON 2-I6tl COMMON LGLATIOIS NOTED NAILS 6 6'OL.d NAILS®EA END OF STRAP. . NO Mluws aP I.wu slier OR Trtes ALLOWED NAILS.b'OL.d ON PLAYS 10.OL.IF BLOCKED GEILIN6 JOIST UPS OVER PARTITION511=ALE-NAIL; 9-I6tl COMMON EACH LAP a J ° NE IF BLOCKED 00 LORnER POST FOR ROOF SLOPES UNDER S:IZ WITH •T'• OR yL� FB`R,D oP ire wwL TO A NA'L' COLLAR TIE TO RAFTER(PAGE-NAIL; SEE PAGE 6-003 FER TIE Z 0 OLRRER POST ROOF SPANS OF 24'OR GREATER, ucgc A LL' „SIn,P`AN•HDOB LEE 4 _e,tl COMMON NAILS 6 HOIDOHN ANCHOR o EA.END OF STRAP FOR ROOF a FLAceNENT of NULs d stirs d rAeLE a BLOCKING TO LOCATIONS NOTED SLOPES OF 5:12 AND GREATER 41 - RAFTER(TOE-NAIL) 2-50 COMMON EACH END Y a-I O PLANS RIM BOARD TG RAFTER FEND-NAIL) 2-Ibd COMMON EACH END Q Z ON J N CONNECTION BI & B2 LL w co AT RAFTER TO TOP PLATE TO STUD WALL FRAMING HOLDQHN Ns A-A,TO OPTIONS. CONNECTION: 0 j N FCR NEw P cONG FaED FOR STRAP- 3 8 tlaCGMMON NAILS® B2/// TOP PLATE TO TOP PLATE(FACE-NAIL) 2-I6d GAMMON PER FOOT HGIDOYQ:LAST IN PLACE W—'m THREADED ROD EA.Elm OF STRAP: WN 1 TOP PLATES AT INTERSECTIONS(PALE-NAIL) 416d COMMON JOISTS-EA SIDE WHEN IN TO OF ISLIP OR NAILING T/B'm THREADED ROD(PRE-pwLLEDI EMBEDDED 12'INTO 6EOMETRY EXCEEDS THAT PERMITTED IN CONCRETE W ••Slt22S2 SET(HIGH STRE l EPDXY ---��5� • MAX.NAILING 6RID ABOVE UTILIZE S_To 9N (PAGE-NAIL) 2-I6d COMMON 24'oL. W ADHESIVE),d FOR TEMP.b O•F-4o°F USE'6MFSON•A SIMPSON a y2A(OR EGUAL)RAFTER TIE I'WIGH STRENGTH AL 1.ADHESIVE HEADER TO HEADER(FACE-NAIL) I6d COMMON 16"O.G.ALONG ED FOR TOENAILIN6- 3 H O COMMON NAILS L) FOR FILL FLL T TOP 2 LLLRSES SOLID d./NBN EMU.(LONG. A LAST IN PLACE MOLDOHAI GKI TOP or BOTTOM PLATE TO STUD aE -NAIL) 2-I6tl COMMON PER STUD W --- W T/8-m THREADED Rop RE�F� FOR CJ.TO R.R.- 9 Ib q COMMON NAILS BOTTOM PLATE TO FLOOR JOIST,BAtm JOIST, _ .U.1 �s UNH=_u AT G.J.TO G.J.CONNECTION: E—IST,Or BLOCKING(PAGE-NAIL) 2-Ibd COMMON 10 PER FOOT HOLDOWN 'G' HOLD OWN 'D' -2- _lPLATETloo NAILSABOVE d OR BELOW J J[ S�IIGG FOR GJ.TO G.J.- 9 I6d COMMON NAILS FLOOR FRAMING Q 'I` FOFCUNDATIEONST 'W NENLLY P ONLY CONNECTION G I B G2 JOIST TO SILL,TOP PLATE Or GIRDER(TOE-NAIL) 48d GGMNAN PER JOIST FOLMDFOR (91 2z FULL WALL BRIDGING TO JOIST ROE-NANO 2-bd COMMON EACH EM1D HEIGHT STLD CORNER GND T�RANzFE�R 9 R AT STUD TO FLOG ASSEMBLY BLOCKING TO JOIST Toe-NAIL) 2-8tl COMMON EACH END 'SIM�Oh'°HD08 (9)2z PLlL •�1 BLOCKING TO SILL cr NOLDOWM ANCHOR d 2-I6d COMMON HEIGHT ET G2 1 _ TO STUD GONNEGT GN: 3-I6d coMMGw EACH BLOCK LOCATOD.NOTED NAILS o b'O L.d TOP PLATE(TOE-NAIL) ON PLANS 10°OO IF BLOCKED G I FOR STRAP- 3 S d*GGNP'ION LEDGER STRIP TO BEAM(FALENAIU 3-I6tl COMMON EACH JOIST EARNER POST _ NAILS 6 EA.END OF STRAP JOIST ON LEDGER TO BEAM(TOE-NAIL) 5-Btl COMMON PER JOIST FORA PLATE TO STUD ABOVE d OR BELOW- 2 IL_^d COMMON NAILS BAND JOIST TO JOIST(END-NAIL) 5-I6tl COMMON PER JOIST NAILS o O.. BAND JOIST TO SILL mr TOP PLATE(TOE-NAIL) 2-I6tl GAMMON' PER FOOT Q ROOF SHEATHING - 5TRWTURAL PANELS: 'sIYIPE N•s I4RJ CONNECTION DI 8 D2 INTERIOR ZODB Bd COMMON b"EDGE/IT FIELD a HpLDOwN INSTALLATION OPTIONS.•• BAY PERIMETER EDGE ZONE' 8d COMMON b"EDGE/6'FIELD w Q GABLE END WALL RAKE OR RAKE TRII°J'W 8tl COMMON 4"OL. - UP TO 9'RAKE OVBtHAN6 FOR NEW P.LONG FOImD.'s HOLDLHN LAST IN PLACE w/T/8'm i1READED ROD GEILIN6 SHEATHING o x AT STUD TO FLOOR ASSEMBLY TO SILL ti z T/B'm THREADED Roo(PRE-GRILLED)EMBEDDED I's'INTO PLA7E(S)CONNEGTIGN: 02 ¢F CONCRETE W•B MPSON'SET(HIGH STRENGTH EPOxY U MIN GYP61M WALLBOARD Stl COOLERS T'EDGE/IC'FIELD o 3 ADHESIVE),a FOR T7•IP.•^O°F-4o'F VSE 5 MPSON'AT CORj,ER - FCR STRAP- 3 8 dRCGMMON NAILS 6 EA. KEN GTRENGTV ACRYLIC A BsIVE) NE_BAR D END OF STRAP(WRAP STRAP UNDER 51LL FLJ 6'LL • WALL SHEATHING FOR EXIST/NEW GMU./GONG.BLOGKI TYP.FOUND FILL TOP]LOURGE6 SOLID d LAST IN PLACE MOLDOWN NOTE E FCR EA PLATE TO STUD ABOVE d OR BELOW- w WT/B'm THREADED ROD \ _� _Sb d COMMON NAILS STRUCTURAL PANELS ed COMMON 6°EDGE/12'FIELD Oo ° ALTERNATE CONFIGURATION-ABOVE STUD TO TRAP t91 GYPSUM WALLBOARD Sd COOLERS T'EDGE/10'FIELD = _ FLOOR CONNECTION w/a LPT4 51MP50N(OR ¢o NAILING/STRAFFI NG 9 WINDOW/DOOR HEADER \ STANDARD 2/ALTERNATE EGUAU o PLATFORM TO SILL PLATES uma�C iOBm sr-CDR FLOOR SHEATHING(SU6FLOOR) o oa �BN u NOTATION. - STRUCTURAL PANELS: A-N.MBER OF Bd NAILS m EA E NP OF STRAPPING(SOIB HELM,TABLE B.T,P.iB9) CONNECTIONE I'a LE55� Bd COMMON b'EDGE/12'FIELD B-NLMBER OF SILL STUDS-ON FLAT(DOES NOf APRY TO pOORa)(]OIb hFLn,TABLE 3398,P.29U �'�_ GREATER THAN I". IOd COMMON 6'EDGE/12'FIELD L-lLMBER OF FULL HEIGHT KING GTUD6 a EA SIDE OF IffP.DER(201B hFLM,TABLE 933C,P.292; ALTERNATE A5 PER TABLE S39D,P.299) D-lLMHER OF Ibd NAILS,Elm-NAILED TFMi0U6X ADJACENT KING STUD TO END OF HEADER d EA SIDE '-NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED b"O.C.AT THE PANEL EDGE. A D (2olb HELM TABLE 5.T,P.IBM AT STUD TO FLOOR A�SEMELY TO SILL ALTERNATIVE NAILING,SCHEDULES SHALL BE USED HHERE WALL SHEATHING NAILING IS REDUCED. c E-wMBER OF JACK 6TUIY d EA.END of HE _(2OIB HELM,TABLE 932F,P.2B8) - FOR EXAMPLE,IF HALL SHEATHING IS NAILED 3.O.C.AT THE PANEL EDGE TO OBTAIN HIGHER EL F-wMBER of Ibd NA,LS.ENO-NAILED THROJ6H ADJ4LENT JACK STI,D TO END OF BILLS)o EA SIDE PLATES)CONNECTION SHEAR CAPACITIES,NAILING REQUIREMENTS FOR 5TRUCTURAL MEMBERS SHALL BE DOUBLED,OR D (OGES NOT APPLY TO COOKS)(2D18 WFOM,TABLE 9B,P I90 ° SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. B P' ' R-` "6HHLLHE BE THIN II15 C O BE REDUCED TC ONNECTEDMBP E THET.TABULATED N.M m OF PROJECT: E FOR STRAP- 5 8 tl GOMM.ON NAILS 6 EA. FASTENING SGHEDULE 3 END OF STRAP(PRA.P STRAP UNDER SILL FL) s FOR ROOF SHEATHING WITHIN 4'OF THE PERIMETER EDGE OF H ROOF,INCWDIN6 4'SHALL EACH TR EI BER SIDE OF THE ROOF PEAK,THE 4'PERIMETER EDGE ZONE ATTACHMENT REQUIREt-ANTS SHALL BE F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDDW/DOOR OPENINGS FOR EA.PLATE TO STUD ABOVE d OR BELOW- UN ACCORDANCE WTeI HOOD FRAME mOIL �( _�_ d COMMON NAILS RENOVATION A GPNG ❑❑❑D❑❑b❑❑ FL NOTATION 405 RACKETT'S COURT 2-0, 2 1 1 1 I I ORIENT,N.Y.11957 a•-0• 4 1 2 2 2 2 GABLE ENDWALL 5PL I C NG OF TGF ELATE DRAWING TITLE: BRACING/STRAPPING •-PROVIDE(2)2'XIO'HDR(MIN)VON. 6-' S I 3 3 3 3 (BJ-REGIlIRES SILL PLATES OF 2°x6'MIND BLOCKING 2 F HOLDUWN,ANCHOR BOLT, 5 4 4 4 T TM TOP PLATE SPLICE REGVIREMENTS TOP PLATE SPLICE-511 EMENTS BAYS BwcK�e STRAPPING,&NAILING DETAILS WIN D ND-EXP05VRES BIC- FOR WIND-EXPG5JRE5 B46- 4-0 O ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF FASTENING SCHEDULE UM BUILDING MINIM SPLICE"'• BUILDING MINIMUM SPLICE"'• DIMENSION(FT,1 LENGTH(FTJ "HENSON(FT) LENGTH(FT.J TrF.GTRA=WW PAGE: bd NAILS EA. S-O. OP EA I— ■■A�� ATTIc VI_o 03.00 ANCHOR BOLT SPECIFICATIONS 6 DGKIN6]BAY9 SPECIFICATION(20I8 ,FCM TABLES 52A d 3.2B,P.I5-1-IbO) 2a•-0• 4'-0•/S.-D" 24•-0' b'-0° AQc O 4•1•Oo CORNER ,,. cGND1nGN I I FOR ALL sTRucTL'REs DATE:10 30 23 %'Q ANCHOR BOLT56 ZS:O.C. j I SECOND FLOOR Q NOTES TABULATepic�LENS Awmx TOF�S'aR*ER SPLIce I.MIK T'EMBEDMENT INTO CONCRETE LENBTHJ TIE NaL SPACInOL PTRev-'Gm M ORDeR r0 40'-0' H'-O•/lo'-O' 40'-O' II'-O° BLpLKINB 2 BAYS END W/S'SOUARE WASHERS AND END WIT SETUP, IDe AN P.•,IVALenT BACK a a'-o"oL. CONDITION I5•EMBEDMENT FOR G.M.U.(BLOCK)FOUND.d FILL N�TBeTeDe Ice LB+6^'A-ul're A FFrnL01"Io LOCAi® So.-O. IO'-O"/12'6' S0'-O' TOP TWO COURSES SOLID Btl NAIL.EA.ETD I.T60'-01 12'-O'/IS'-O" b0'-O' I6'-O• OF EA.STRAP ° 2.ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR tF� Nm`WALL rElEnm9,w T�iE�TAaa F1m wig AmLALD SHAu Be NnRIED BY IvaY FIRST FLOOR PLAN DIAGRAM OF ZONES OR REPLACED BY HOLD DOWNS FOR SHEARWALLS _GROua�w TIE Aeove TO'-O' 14'-0' T (�nou 1 S.ANCHOR BOLTS ARE TO BE BETWEEN b•d I1 Tome lw-r�FOOri 80'-O' Ib'-0' 80'-0' 32'•O' FROM ENDS AND CORNERS(TWO 6 CORH✓E LEFT) RS) 9�WN1-De (SEE DIAGRAM TO LEFT) 11 - %xKlns 2 BArS 12 WALL ID Tw5[aWhMtaW� BACK m 4-O.OL. 4.COORDINATE W/HOEDOWN LOCATIONS F to HALL 4.TOP PLATES 5HN16e a nIwWH CP OT,D 6RApe NATERIK MISCELLANEOUS FRAMING GRAPHICS CONTINUOUS BUILT-UP GIRDER5, 5 OR MORE SUPPORTS(THAT EXCEED FRAMING STANDARDS,IT IS REOD FOR FRAMER TO HAVE A F REBLOGKING— FOR PLATFORM WOOD FRAMING a O WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL[AWC]DETAIL BOOK CONNECTION PATTERN SCHEDULE O F Dl AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) A -n�r R 1 FM=n (FOR ENGINEERED LUMBER[le.WOOD I-JOISTS]SEE MANU.SPEG.'s FOR ADDITIONAL INFO.) W Z a GONIELTON WHEN GIRDER5 MADE UP OF JOISTS NAILED W O N DESCRIPTION TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER BLOCKING UNDER LOAD BEARING WALL PATTERN THREE OR MDRE SUPPORTS,JOINTS ARE TO BE FOR PLATFORM FRAME CONSTRIKTION,THE SOLE SERVES J NON-LOAD BEARING WALL OFFSET FROM SUPPORT pJ�re Iaa x.M�e 52' F LOCATED BETWEEN ONE SIXTH AND ONE OUARTER ns FIaE-sT°PP'"IG, Q w} THE SPAN LENGTH FROM AN INTERMEDIATE D=Z TJDr S 5LFFORT.NO TWO ADJOINING JOISTS,NOR MORE 2.FOR PLATFORM FRAM OONSTRWTON�THE DOUBLE JOIST H- SERVES AS FIRESLOPPIHG N SL¢FLOOR nJ RcrG Ka x.xlis THAN ONE THIRD THE TOTAL!EMBER ARE TO BE _ O Z rygpL�R OI POW u2••eOt a JOINTED ON THE SAME SIDE OF THE SI.PPORT. 5.FOR F-ITORM rRAl4 IgNST W.GnON,THE SOIX A DOUBLE J 2} hJQYlE4C PLATE SERVE AS FIRESTOP -. H J SOLE PLA DgL•ems 5xl0ert ry IN H- Iq Y SOLE RATE D'Rwo Ur m TWG-PIECE GIRDERS ARE TO BE NAILED FROM ONE 4.FOR PLATFORM FRAME OONSTRL'CTON,THE DUALS (n 0 DI Rare U2-e roi SIDE WITH IOd NAILS,TWO NEAR EACH Elm OF .OISi SERVES AS FIRESTOPPING. d 00 BE*�Va EACH PIECE,OTHERS STAGGERED WITH A DISTANCE S S."RESTOPFINS—BE 2 INCES OF WpOp BLOCKING plx re g e•�Ytac •I2 a4 } m LI I: INCHES BETWEEN NAILS IN I HORIZONTAL OR OF NONCOM-BUinBLE FILL. �'glve LINE;OR GIRDERS ARE TO BE NAILED FROM EACH Z DI store g-sry- a Ie oc. M SIDE W/THE NAILS,TWO NEAR EACH Elm OF EACH a.FOR PLATFORM FRAME CONSTRUCnON,THE SOLE O scw eo JOIST,OTHERS STAGGERED W A DISTANCE OF 92' Alm 2 INCHES OF WOOp BLOCKING PLACED BETWEEN 1- O BETWEEN NAILS IN A HORIZONTAL LINE. JOISTS SERVE AS FIRE^aTOPPING. z d' JDIST pg ,ay d Nag tt� •2m oc T.FOR R.4TFLRM FRAMe CONSTRG—Tiff SOLE Al9 Q W .UIiS DECT OFFSET` plga®fox c. THREE-PIECE GIRDERS ARE TO BE NAILED W 20d 2 INCHES OF HOOD BLOLKINS PEALED BETWEEN JOISTS j —TONED SIZE OF BLOLWJNG NAILS ON EA.SIDE W Tv0 NEAR EA END OF EA. SERVE AS'IRESTOPP— UNDER NCI.-COAL BEARI. FIRESTOPPINS AND Dla®g1TRF�iu.N c. PIECE,INCLUDING INTERMIDIATE JOINTS,A,O N TFP 4 >V O PARimLTS d S�C.C. ELOOKI ST_ K DI Roy e•TRBxcr� Oe ya OTHERS STAGGERED W A DISTANCE OF NOT MORE B 8.THE HEADER SERVES AS FRESTOPPIN6. Z (D DU.EtE THAN 51 NAILS IN A HORIZONTAL LINE. q,TWO-INCH--BLOCKING OR THE EONVALENT 5«ALL Y a CANTILEVERED FLOOR FOUR-PIECE NAILED R ARE TO BBE AS M SPECIFIED BE ADDED BETHZEN SRLS IN FARTTION ADJACENT TO CEILING BRACING r M STRINGER TO SERVE AS FIRESTOPFInG. Q Z GABLE ENDWALL gMN.LE4 FOR THE THREE GIRDER 10 THE SPALe BEThEEN A CHIMNEY ANO COM®IP_TeLE FIOOR LL J N STUD nW PA 0.Ne,ILIyF wt LxRaTst _ APg XIMATELY I--DDIE—OF NTONLOI->0 Tlal-E MATERIAL THE WTl`OM KITH ANCHORING, x�V2'pan owe SIo�[ml By 2 IffLD IN PLACE BY METAL LATH OR WIRE FABRIC.5KH r 7 N 51AFLOOR PLATE 014'Wxnu:Ou' L GIRDER5 ARE TO BE SECURELY ANCHORED TO 1 FIRE5TOP HALL NOT PING S BE REQUIRED—THEEOTTOM OF O L.ATGRI,L BRACE.a MASONRY PIERS,NAILED TO WOOD POSTS OR THE VERTICAL OPENING IS SEALEp BY RASTER ON THE GELLING 11 O BAND BOLTED TO STEEL COLUMNS. AND CHIMNEY.THE SPADE ABOVE THE FIRE-STOPPING SHALL BE JOIST IOC xAtL9 OR - LEFT BJFILLED SO THAT NEAT FROM THE LHIMPEY LAN BE CARRIED AWAY BY AR.— PLATFORM MOVING UPWARD AND OVF TI&'OUGH NORMP.L G1 FRAME CONSTRUCTION SHRINKAGE CRACKS OF THE INTERIOR FINISH.PLASTER CEILING ON NAILING PATTERNS FOR SIDE LOADED BEAMS Or— FLUSH BEAMS) pLATONS—IRS PRESTDPPIN,- ,�SLZ-T ExTE1miNG TO OHIIMEY FPLES,WLL SERVE W FASTENING RECOMMEImATONS FOR SIDE-LOADED, U MULTIPLE-PIECE MEMBERS W JOIST •ga COotEn NAGS a Io'oL. NAILED' BOLTED' IN6 •x4 BLOCK HP.I W(41 IOC x�AIL9 DO 5 O qa STRAP mfRml' To yxy Q DUAL�` x CUaER rwLs•Io OL .NO as uA BEAM SELECTION O STD.NAILING m LOCATION I LOCATION 2 LOCATON B LOCATION 4 JOIST SHALL BE LOCATED pIRECTLY •v�eWTey g AS NOTED IN NOTES T f 8 e ST.DS.LNLEGS TLP PLAT£IS kj a FufO e.,ya'a'm�L DESIGNS TO LAWiY T£LOAD b'V.•iTFE h OR s L xm xw -rvw• TwroO wTL F"aT.S INTERIOR STUD DETAIL TMyw+K H:•e..m wT. LxAncNs LOCATIONS OVERLAID ROOF • ATTACHMENT©VALLEY xQ ,mT,Pa�.T«•�, F.®Ta,.Ne ,oe oxlaax,"kR '� rosso xw T'°'e w.rRM-amFwe me ox TRnm LOCATION f4 igpm xAlLS T.xmwaw mcor�m xwsfs eu wscarvs u•oa us TOA116 _ LOCATION B LOCATION 9 ¢.,Em• aegwawm Wwv x•veti ou Fae vFnawH,a•e. LOCATON IO ss� 2 B CLK Q Q GONSTRUGT10N DETAILS & WIND LOAD PATH GONNEGTION DETAILS �w TOP PLATE oe —V RoaF oa INTERSECTION DETAIL � l"�"ff„I� NOT TO 5GALE RR BB aH o F +� Tf _ sP�TORanaxKlNa .�i G�NDx y eX G o smrN KING STUD D PLAN VIE, aW �sgIMIL.R.E»ep WCOD JCIS Raor.Ra lx LNe WOOD JOI CRIPPLE STUD Wti BLOGKIN R JOIST HANGS HEADER " o GENERAL REQUIREMENTS FOR GENERAL REQUIREMENTS FOR o 0 INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILSA GIRDER/HEADE -p D 'o a WOOD GIRDE JACK 5TUD5 D .mom WOOD JOIST a JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADER TYPICAL HEADER CONNECTION I.TOE-NAILS SMALL BE DRIVEN d AN ANGLE OF PROJECT: xe AFPROX 90•W T!E MAIN ME m I STARTED APFROX I.NAILS SMALL BE DRIVEN PERPEM1DIGLLAR TO �,al OF TW=NAIL FROM THE MffT'BH2 Elm, TIff l.HEm STRAIGHT THROUGH—5—OVER TREI BER A MIN.OF(3)NAIL DIAM.S AT A--ANGLE 2.THE MIN FE}ETR.4TON OF THE NAIL IN TO THE WVN RENOVATION MEMBER FOR THIS APRK:ATON SMALL BE AT LEAST six TIMES Tff DIAM OF THE NAIL RAFTER BE 11,STTVAum N—SIM of RAFTER OR�Eal-ST WALL STUD WALL STUD O WHEN FASTENED TO A 2•x4•TOP PLATE ORB TOE NAILS BOTTOM PLAT BOTTOM PLA IN EA SIDE Mew FASTENED TO A VW TOF PLATE. 405 RACKETT'S COURT BATHTUB SUB FLOOR DOUBLE JOIS DOUBLE JOTS ORIENT,N.Y.11957 TOP PLATE GRIM.CHASE SECURING®STD.SIDE WALL DRAWING TITLE: WALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS (51 CHASE WITHINPLaxEOFROOF DOUBLE J015T FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION W STUDS To ATTIC FLOUt F BLKS TO R/L SIDES W STRAPPING TO R&SIDES) O TOPL UE HA o WIND RE515-TANT GONSTRUGTION GONNEGTOR5 PAGG-0U4 00 m = GONNEGTION LOCATION: PART NUMBER: NOTES: G ■ RIDGE-TO-RAFTERS - G520® 21" APPLY TO EACH PAIR OF RAFTERS ate^ RAFTER-TC-WALL H-I APPLY TO EACH RAFTER DATE:10/30/23 4 OF16 ROD, F 9 LO] RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER "'OD BLocKiNG �B a PLATE-TO-WALL STUD CS20 IS 15" APPLY TO EACH WALL STUD TO 6 ION Is TRAPPING w H�j gg �LTIE�FIRsL • w 4 2ND.FLOOR WALL-TO-15T.FLOOR WALL EFTA or 0520® 36" APPLY TO EACH WALL STUD FLooRicLG. O HEADER-TO-JACK STUD G520 a12" APPLY TO EACH JACK STUD CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR S5T816 APPLY TO EACH 51DEWALL END IST.FLOOR-UNDER-SILL PLATE C520 WRAP UNDER DOUBLE SILL PLATE SIDE VIEW PLAN VIEW (USE WITH 3"SQUARE WASHERS) USE THE FOLLOWING OR APPROVED SIMP50N METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRL'CTION5 TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. OENEF,AL SYMBOL KEY: NEW PARTIAL HE16HT ' ' ❑ ~T r---------, EXISTINE TO BE DEMOLISHED 1--.T-{ W KHEN ADP LGAB E)STL. I I -1 O a EXISTIN6 TO REMAIN I I {-T{ H.c-1 NEh WOOD FRAME(L S. NEW FOUNDATION WALL I I Q W r STL.WHEN A�PLIGABLE) I I Ex15nN6 STOOF Z I I TO BE REMDJED � !- NEW I-HR FIRE RATED ® MIA.(2)25t4'STRUOTN2AL I I WOGD FRAME ll..6.BTL. FOST FOR 4•WALLS �p _ I O Z J =} O Y VBiEN APPLILABLE) MIN.(F)R 6' ALLS).UON POST FOR 6'WALLS).U ON. O NEN 2-FR FIRE RAT© _---y II DEMOLITICN NOTE. O O O WW p II 9qI�y1'I PROVIDC SHORING A!D ORT TO ALL Af"fCLTID IL HHEN Wcr FRAME(L STL. y[ p I STRUOTLRAL MEMBERS PRIOR TO TIE NOMMENOEMENT r a m WHEN APPLICABLE) A _ I OF ANY DEMOLInON OR LON5TRLOTON. 0 Y _ in it Z W 1 I.INSTALL TEMP.POSTS.61RDER PER DEMOLnON Q J E%15—BAY WNDDW 1 PLAN PER DETAILS. TO BE REMOVED D.REMOVE E%IST.GIRDER J r _ EXIST 3.INSTALL NEW 61RLER PEft PROP09ED PJAH>;5E4RE a O —T.FLOOR YJI515 TO IFIx GIRDER. Z O -�I KITCHEN Ir_, 4, REMOVE TEMP.POm GIRDERS. J a'j I pl 1 ;I •�� Z} `I 1 nl p _J ApALLpL;pTj.LM,N L a\\ � EXISTIN6 STOOP LL W(D I p1ll , CABINETS TO BE \ pW �TD BE REMOVED W m L -a p-CIO r------- a g o Ir I EE REMO/FD it 11 p i � ALL INTEROR` ALLE%ISnNb DOORSI ILL `_JIY�IF________I, F I '{ WALLS TD BE \ WNDOWS TO eE I I Fv__P__� ,I ,I (� REMOVED \ REMOVED I 6r J i L) J 1 1 , PSd I If--------J Q i\ DEMOLITION NOTE I I /rl, \ sTwlc'n-mA—i IR-ER�s PRIoR�To h£c�0 D E%IST' OF ANY DEMOLITION OR DONSTRWTOR EX I I MUDROOM IST.DINING I I �� I EXIST. w I ROOM I �i t--- IBATHR Mi 11I ORARY 4ICRIN6 G1.NCI I11 'IR�� - (r` WTI I.INSTALL TEMP.POSTS 1 GIRDER PER DEMOLITION /111 �; �� L e PLAN I PEROETAILS. I11 II \\ ____�ram___ ].REMOVE E%IST.GIRDER I01 II ` I ii i ==�mesilE__Pa�a3��T1�` ,\\ S.INSTALL NEW GIRDER PER PROPOSED PLANS;SEG.RE TII I w 1 E%ISnN6 // EXIST FLOOR YJISTS TO NEW GIRDER (\\ ' Ip l ORAWLSPADE / REMOVE TEMP.POSTS�GIRDERS. I ��' r I l 4. I �__________J --------------------- J 1 I w-1 IST. In�1 BEDROOMI Ff-----' 21 Ew ALL INTERIOR\\ W d O / ` I I F+ WINDOWS TO F�ORS y ; TEE \ In l D o • I i I I NtlVED I I LL' I I I i l l 1 1 W-I EXIST.LIVING --D - II � Zt I I 111 w I I I '� III Ip l g W , I I 111 Iy I Oa i _-----.a�EMOve exlsT 9'x6'sOLID ------ I ' 1 Im ml z� ---- ! r '' D L�_______S-t_______Si_" _�J ao 'RBNO/E EXIST. I L________________________ �REPLADE� r_____� I I I Z//II PROPOSED DEMOLITION PLAN � oa (/ 5TF3GMEAL I I R� I I I I SCALE: /4°-I'-O° I 1 I I / o TO BE REMOVED I I ExI5TIN6 I I f r______________�___1_________-___________________- ----g__________ PROJECT: � �-----� cRAWLSPAce %� I I I r------------ -11 -i----�---- r---1 r-- I % I I (�TO BE ftENWm/ I I I I rSJ1 I 1 I I I E%IBnN6 `-----, E%ISnN65TAIR TD I I 1; EXIST l, ,I I, L_-=._J ; 1, ; I TR EIBER v BASEMENT ___ BE RIKJVED ; I I 1 1 Srl. \- L I I I 1 1 r � I RENOVATION •.� i i ; I / 1 L__ _ __J I BATHROOM rr___________ 'I I %I I I ------- I I BEDROOM ------------DUTOH WALL--------------------------- I ' ' I I ; ii I I`. J ----J Ip i 406 RACKETT'S COURT 1 - __________________________J ,-_______________________J I L_____ - J L 10 ------------------------------------, ---- ---------------------1----------------------- r----- --__---__---------- __=_' -n P', ORIENT,N.Y.11957 i' __ __� DRAWING TITLE: \ l --- - _ ; I EX�SnNbYJJ.LSTOBEREMOJEp ;pl II Ir r_______, I ; rW ExnRESEcaD1 II _____ II �I ExIST. I PROPOSED DEMOLITION PLANS / L - ' I II II FRWRE.YINL6V TFEOLGO ROE \ II II M1LI c_ J LrT______________________________________________ ...... ---------------------- ________________j I � 1 1 IL _____J I II i L_________J \ II I I II 1 I PROPOSED DEMOLITION PLAN / ', III I III, SCALE:1,4"=1'_0. r----- In I A-10101 FAST EXIST. 11 BEDROOM II L_______, BEDROOM --------- � YW IL_____________J L------- I II II II II II I, 11 M II I I 11� DEMOLITION NOTE I I , PROVIDE SMORINS AND$LPPORT T ALL AFFEOTED I I I, STW:OT DEMOLITION MEMBN O PRIOR TO THE LOMMENOETID.T -J GF ANY DEMOLITION OR LDNSTRIK•nON PROPOSED DEMOLITION PLAN SCALE 1/4'=1'-0" C ENERAL SYMBOL KEY: ALL WINDOWS SHALL BE MARVIN'ELEVATE'SERIES,INSTALL AS PER MAI SPEC h. SEE PAGE'6-003"FOR NAILING a STRAPPING d DETAILS. Q U EXTERIOR FINISH TO BE'PEBBLE GRAY';5-2 DIVIDED LITE5 AT EVERY PANE �0) _ O _ EXISTING-TO BE DEMOLISHED „,;,,, NEW PARTIAL HEIGHT W WINDOW CHART 7 N EXISTING TO REMAIN w 00D FRAME(Lb.STL. .... W Z O ,. WHEN APPLICABLE) - J 1-1 EGRESS 71 W>: F NEW FOUNDATION WALL V CLEAR NEW WOOD FRAME BLE H-�1 +jftOUfiH OPENfN6p WINDOW DIMENSION Q W} STL.WHEN APPLICABLE) TA6 TYPE MODEL a r,e,6'h:�q'.e.+j'kY:;z._k OPENING X IDTH D.20" � w z NEW i-HR FIRE RATED MIN( EIGHT RE09.24' STRUCTURAL "`MOTH 1 :==n HEt6HT" j WIDTH HEIE:HT O V) ® �2STRUCTURAL -- _ OPEN REO 5.T SF. J =Z WOOD FRAME(Lb.STL. POST FOR 3•WALLS K(TEMPJ AWNING ELAWN2923 -.��2•�5"S�):'":'j'-N�'¢::.:; 2'-4° I-II J ~J (3)`0 WHEN APPLICABLE) (MIN,T-:2116•STRUCTURAL A ...„ in POST FOR b'WALLS),U.ON. O HOOD, 2-HR FIRE RATED T O WOOD FRAME(L.E)STL. d -T D: WHEN APPLICABLE) } �'in O j;;'• z W DOOR ./,".s�rv"1TE�RtAL Q J oo TA6 DESCRIPTION MANUFACTLRER i�P NOTES Z O .BASEMENt. ,:d-:,ab;..;-'?:::,, • , '* ..:�'",,.x.". �i a it Z, _ xuzz�c'.r a3;tst� "�i a-v LLw(b 001 SWING THERMATRU asp a $,, r a .� w¢LD raw ALLu IGN`ENTER OF — DELK STRUCTURE WITH FOUNDATION PLAN NOTES '.l vcoR ABovE '- n$ lY (D NEW 4'THK.P.LONG.SLAB W b'Xb°-IOAO REINFORLEMEN AS PER DETAIL I 1 W F OSTAIR a RAILING NOTE: U J I. ALL NEW STAIRS SHALL HAVE NtAX H-I/4'W l MIN.10' Q• h-CLOSED RISERS Q 2. 42'HIGH 6UARDR01 l SPINDLE SPACING NOT ALLOW PA..— OF A 4'b SPHERE:%-HIGH HANDRAIL l SPINDLE SPAGN6110T TO ALLOW PASSAGE CPA 4°m SPHERE i '-2' IS'-0' 9. 6RIPPABL RAiL AS PER LODE ' 2 t UNDER-FLOOR AREA VENTS - •• ' O NEW 9—ION°F0.TIDA PER VENT I MIN I SF.NET / _———— ———— VENTLATION COS. PER 2020 IRC R40b;INSTALL AT ( / I r`— ——I PER MAIN SFEC5 WITHIN 9'-0.OF WILDIk6 CORNERS E ,b ry v b I I- eg�_ N HYVRONIC_ I A 4 G LRAWL9PALE ALIGN CENTER O 2 U"PRP/IDE TOKK46E°FORA�FIR°�STFL002a'ZONE I-AT v'� OF MASTER BEDROOM SUITE.•ZONE 2'FOR REMAINING STRUCTURE I ° FIRST FLooR AREAS / '"�A°so°OR � — — � _ I " I � I '. �� ':I '° •. PROVIDE NEW WALL- ,S GAS COMBINATION WD I I G GRAWLSPAGE o2 O O I.BOILER:EM'OR APPROVED EPUAL A , o' T 2.PRCPGAA.IIIM ,— CONNECT TO—1HR, TO NEN `•, -w . I. . I. W 51 HE FREEZE PROOF HOSE BIB ; 14 I J r` 4 ® A I $ b P a FASTENED W MASONRY NCHOR. (R�ELISE ——J • L O LOCATION TBD.IN FIELD-CONSULT W O—R) \ • v .. .:... .. — .. - - ------- ---------- — -- '�N lO PROVIDE(II LAYERS OF S/8•'^"� SS'FIRE RATrD / r------------------------------,— --- _ � .• � �/ 00 SHEATHING BY GEO—A PACIFIC'(Oft EGUA-) JOIN PANEL AS PER MAN).SPECS(AST,E I-) j /,OLESs FOR G�OI I F • IRATN$AS PER 2020 NSBG TABLE T026�(1)1 } p. � I CRAWL ALE PROVIDE SHEATHING ARGMD DROPPED BEAY.S< µ;I _ .O{ PROVIDE FIFER.A'ED SEALANT m Au SEAMS Br 9M° ` �N I I I o FASTEN AS FER MANY SP,S B PROVIDE'RUST-0LEI.M' ///�� , • INSTALL ALL AS PER MANJ SPECS TYPICAL P GONG FOOTING a WALL CCNSTRUCTION: lz OWNER TO SELECT wLOR� I I < O (251LL SEAL SILL PLATES W COPPER TERMITE SHIBD • ANLH02 EOLTS AS PER PACE • P CON`.FOUND WALL AS PER DETAIL UPON `, (� / pi iP.CON`.FOOTN6 AS PER DETAIL /\/ DULLASHALTIC STC DAMP PROOFING TO EXTERIOR G .-NO\ PROPOSED LIVIN65PPLE %// �BA.FOOTING 5'-O•BELOW GRADE MIN. O ` — J O�EXPA��ICN JOINT m PERIMETER OF • AIR ENTRAIN P.CON`.FOR PORCHES/PATIOS/ �,\ F • M�TOOC TIFOOR NISH ST°I�ON THIN SET j I p d� J L J L J L J I ¢ LL FOR HEIGHT OF WALL l SLAB(hUE:N APPLILABLEI / HCLDCWr. I L J L J L J L o I . LNDER-FLOOR O NOLDOWu 9'A6 PER PP6E 6-003 v rv" I Ib ` \ c VENTILATION I PROVIDE RHEEM 120 SAL-CN HOT WATER STORAGE / FLOOR PROJECT: TANK;INSTALL AS PER MAWFACT.SPECS 'v, I GEXI9T¢I 1L// —A B^sEMEn'T/ ILJI // >DRE°. S.F.PRD.'. TREIBER OENERGY RECOVERY IDEERVFORI—IILATOR PROVIDE'RLOORPUM' `ANT 15DS.F. RENOVATION I. PROVIDE *I-FOR ENTIRE HOME SF. t r0 (((//////�"WOOER TO SELECT COLOR REOD I K 2.MODEL A 1ENN0X•OR EOUIVALEN; INSTALL AS PER MAN1F.SPECS L J'VF1N LP IO2 FOUND.POSTS FOR WD.DECK I WD.P.T.POST I LONG.PIER WON FOOTING AS PER 405 RACKETT'S COURT FOR WOOD STAIRS m 6RADE, - 6 / ORIENT,N.Y.11957 13 PROVIDE 4'TiK.P.LONG.PAD m GRADE b-WIDE X �, N T REG9 LENGTH WON b-GRAVEL -------- -----� DRAWING TITLE: ---------- ------------------ I TYPICAL LEDGER BOARD m EXT. LAS DECK: � I. ru2•XP.T.BDTo amHCEPTHVFJVISTT �.\ �,'..L. . ....'..'..' ' • '. ..•:� ,-- J .F- — ---- ------------- 2.SECURED W(2)5/b'm X 5-LONG HD. ----as'- '--- -------------- PROPOSED FOUNDATION PLAN GAL. BOLTS m Ib•o.c. I--------------- S.I�� D.GALV,JOIST HANGERS BY SIMPSON'OR 4 PRONDE FLASHING TICKED UNDERNEATH SIDING l D N pp BENT OVER TOP EDGE OF LEDGER SO. 5.SEE NOTED DETAIL t T 5 : L - - - - - - - - - - - - - - - � ` O WINDOW NOTE: ALL NEW WINDONS l DOORS SHALL BE MARVIN ` GATEMEN, MANU.6,OR GLIDING(AS INSTALL---MAW.SPEL.5 FOR \� •: ..• .', '.• .. f O(�.01 ANO OOORS',SEE NOTE a9 I2 IF A55 WINDOWS v' it _ AND DOORS'ON PAGE 6-003 IF CASEMENT WINDOWS-ALL LSMN hPmvVS SHALL HAVE /v" •• �� /• \ :,-\4_4° � , .�„„ih�_ �", '' ?s•:21=• � �_j-� ',•��`_� STRAI6N ARM HINGE WHEN PROPOSED POUNDATION'�P-L-)AN 2.F DOUBLE H1N6-ALL DBL HIN6 WNDWS TO BE 5.TLr HAvI ALL GLAZING WITHIN Ib°OF FF TO BE TEMP.6L. 4.SEE PAGE 6-005 FOR FRAMING ELNENTS AROLN9 WINDOWS(TYP.FOR AOE U .:PROVIDE AT A MINIMUM(21 2'XB'HEADS UO.UO.N O WINDOW WELL PROVIDE NEW WINDOW HELL a COVER BY"RNSTALL ; ELITE SERIES•bb'WX24°N.LE EOUOl—, .INSTALL AS PER MAN.SPECS.MO TO SELECT COLOR. OPROVIDE 500 GALLON BJRIED PROPANE TANK; INSTALL AS PER MANUFACT.SPECS m A MINIMUM OF 10'-O"FROM EXTERIOR OF HOUSE a 5'-0.FROM PROPERTY LINES ALL WINDOWS SHALL BE MARVIN"ELEVATE'SERIES;N5TALL AS PER MANY.SPEL's. SEE PAGE'G-003'FOR NAILING S STRAPPING OENERAL 5 T MBOL KEY: DETAILS. a EXTERIOR FINISH TO BE'PEBBLE GRAY';S-2 DIVIDED LIT=S AT EVERY PANE Q L) _ EXI5TIN6 TO BE DEMOLISHED NEW PARTIAL HEIGHT WINDOW CHART hlOOD FRAME(Lb.STL. - W 7 cq 11 I� WHEN APPLIC46LEI �. ,. •'• EGRESS J EXISTING TO REMAIN CLEAR NEW FOUNDATION HALL TAG TYPE MODEL o 79'T°ROUGH OPENIN6jt+'<( WINDOW DIMENSION W a le--1 NEH N 00 FRAME(Lb. ,a. wIOTH REOD.30' m�s1 it,,,�:-��Iryp,�W':..:1 OPENING W} SM.WHEN APPLICABLE) �mnHE16M RE09i2a• Z NEI,I-HR FIRE RATED ® MIN.I2)2°X4'5TRUCTURAL NII Fff16N�s WIDTH HEIGHT Opel RID9� 3`SF J ()7 WOOD FRAME(Lb.STL. POST FOR 4-WALLS A DOUBLE IUN6 FI nH3ET2 a SA'-0'�' Oj =>j WHEN APPLICABLE) (MIN.(2,,2'Xb'STRUCTURAL ' 1 I�«s,.!•cZNO Lo J POST FOR 6•WALLS),U.O.N. IPJNG F (D 0 B (2)DOUBLE ELDH3660 2W :p6�-O 5�# 5'-11' 4'-II�' Sb SF. D' 01 O NE 2-HR FIRE RATE? WOOD FRAME(L.G.STL. AWMIN6 ELAMUBT23 T 9'-I' 1'-ll g, 3'-0° 1'-II b' a �m WHEN APPLICABLE) > a m D (4)Ea-LE CUSTOM 12'-0°. bW�' II'-II' S'-II�' 6.9 S.F. ZO ,,R,: .:.,:� ,!r•e..P,.:. .• DOUBLE FUN6 ELDH3248 zcr IDOORtSGHEDIIL'E .;.k�r c C; cih': 5aT4- .'t''.)„'P:n.: F DOUBLE WRJ6 ELDH3692 'g•-0�. a.a�• 2•-u}• a•-s 3' a J DOOR MATERIAL J co �!!t 6 (9)AWNING ELAWN3T23 3W 9'-1" 1'-11'�' �'-0' I'-II�' 9 O TAG DESCRIFTION MANIFACTLRER Iffa NGTES (2)DOUBLE ?Y'1XM-EIGHT M N µ,me ELDH304O 2W 5'-0° 3'-4}' 4•-11` 9'-3 3' 3 0 WAN (2 DOUBLE J I/JNG ELDHE6T2 2W b'-0` b'-0�' S'-11' S'-II�' Q Z X..1 -R_-.•.+ - K hEMP) AWNING ELAHT2923 2'<5' I'-11 If' 2'-4' I'-II 8' ID ED to FIRST FLOOR I �1i 'y .%'yU> '•5 - - 101 w 3'-0' 8'-0' ® N O II) MODEL 0`-v82105NISH;F WHITE FRAME FINISH;PAINT L DOUBLE HMS ELDH3C40 ate• s-a;• 2-s• s•-s 3• 10. SWING THERMATRU 3'-0' H'-0' ® BY"BEM2-IN-PALE CORNFLOWER BLUE';DOOR M DOUBLE HUNG ELDH3660 $'-O° S'-0 2'-II' I 3' $Jj SF. GLASS COLONIAL H LIM (2)DOUBLE • N(TEMP) HIN6 FI ntG652 2W b'-0' 4'-4ii• ='_II• p'_3 i• 104 SWING JELD-Wf-N 2•-6' b•-O' ® P CASEMENT ELCABB4T 2'-0' $'-II I' 21• B'Al j• &A 5F. j 105 DOUBLE SWING icI n-WEN 4'-0' H'-0• I�I ••WINDOW 7'TO HAVE CENTER MULLION TO MIMICiK DOUBLC HUNG WINDOW W 106 SWING JELD-WEN 2'-O' H•-O' LOT SWING JELD-WEN 21-0 8-0° p _ I J 10H SWING U JELD-WEN 2'�' H'-0' - �Z✓^ Q 109 DOUBLE SWING .IELD-WEN 4'-0' 8'-0. DN' WALL 6 CEILING NOTE 52'-II• WALL BOARD ILO 5YJN6 JELD-HEN 2'-0' 2I_B ISv IEXGWDIN6 CLOSET INTERIORS AtmFL- OGA BLS 4' D72-0' 2-1' -B' SPELIFIID ON LOSE FINISH PL 5. III DO' JELD-hEN 4'-0• H'-0' ®� CT OPENING-3'-H• 3 'q �. INSTALL V-GROOVE-I-AT ALL SEGOn9 .5Ef1'.DOR _ a.2.s..FW°'�-�= `'/'&'e `s3� '�T4R*�,;BiN�• 103 FLOOR LEILII.Ef_ a•201 DOUBLE SWING y-!FLED WENL,. .4-O• b-H' I I O EVEN 202 SWING JELD-WEN 2'-6' b'-H` 4'S}O'• T•_�F'• g'-6• 203 SWING JELD-WEN 2'-0' b-H' �H 204 SWING REAR -IELD-WEN 2•-0' YARD SETBACK T• 2O5 SWING -JELD-VAN 2'E' 6'-H' - MO�DI.ITGHIE�N \ '�p•�•� W / Q S 101 O S.F. d o 206 SWING JELD-WEN 3'-0° b'-H° m _� `� 20l SWING -IELD-I^EN 2'-0' sit o 0 O cI.- 11 I f O LA 209 DO.'BLE SWING -'FED-HEN 4'-0' 6-H' O 1 No ..E - v I GIsj T'-BYj' T''a' m I O o 001 SWING THERMATRU B'-0' f� THOM 102 NATllRAL LIGHT 6 z g N T HOOD BEAF6 i0 I O 5 O I Bq O R VENTILATION ! o FRAI-@ OPENING:2 SIDES•TOP - I n - CC)I =-A FLOOR PLAN NOTES I s•-6• --iii EOM WALK-IN + L %REo. sF.PRW. I Q DOOR NOTE. �F 160 SF. 52E 51. Oj I.INSTALL NEW INTERIOR DOORS WHEN LAum OUT ON 0 1. L'I'�'DRY AREAS: MODIFIED •05F. TIP O O J RE09 PLANS BY'�]D-WEN'(OR EGVAL/. 6 I.IBMI WPSX/DRY HOOK UP _ DINING ROOM � III � _ - - SOD 21 HD S.p. -IF 2 INSTALL NEW EXTERIOR DOORS WHEN LALLm OUT ON 3.COORDINATE LPUND.ROOM 1 DOOR DIM.b - IO 9P W W SIZE OF EONP. m PLANS BY'THER4ATRU'(OR EOIALI. >B-` _ 9.DOOR TYPE TO SELECT S.PROV pE HOOK I.PE A5 Rm5 PER MAW. - / \ - m 4.FLALE DOORS<•MIN FROM PERPENDICULAR WALLS R I 1 EXP05m WOOD CEILING [1 0 5.INSTALL A,,PER MAW SPEL.'0 _ l� BEANS TFROU6 OUT b.PROVIDE(21 2'XB'HDR•UO.W DRYER EXHAUST NOTE BENLM a GLEBES PIRST FLOOR H 1.DUCT sHAu rERM1NATE TO ExTEwoR o I I PROJECT: RAMING T.SEE PAGE G-003 FOR ALL OTHER F 2.DUCT SMALL TEW JNATE MIN.4-O'FROM ANY - - - - 13•-�2• O ELENffNTS AROUA DOERS(TYP.FOR Al UD.N OPENM� PROVIDE NEW STAIR 1 RAILING NOTE 9.DUCT SIZE A5 PER MAW. STONE FINISH 0 1 e 1 I-- - MODIFIED O I. ALL NEW STAIRS SHALL HAVE MAX b-1/4'RI 4.OJLT SHALL BE EWIPPID H/A BALKDRAFT DAMPER EXISTING y 3b• (�B•-0'-1 j' •2OW 1• BEDMAR� D Y TREI BER a MIN 10'h-RISERS SHALL EE LLOSID 5.TRPNS1',-DUCTS SHALL NOT BE LONLEALID WITHIN - FIREPLACE [.i�i H23• IB'-Tl�j TIIER110. 200 S.F. 2. 42•HIGH O.ARDRAIL 6 5PINDLE SPACING LDNS R LTIDN FLEXIBLE TRANSITDN DUCTS B5m TO _ SL (19 TT R MAX.1D• o RENOVATION NOT TO ALLOH PASSAGE OF A 4'0 SPHERE LO EOT T E DRYER TO THE EXHAUST CULT SYSTEM � Sb•HIGH-RAIL a SPINDLE SFALING NOT SHALL BE LIMITED TO 51-LENGTH$,NOT TO r@ NATURAL LIGHT 6 I Io s ^ � TO ALLOW PASSASE OF A a•R SPHERE EXGEID H FEET AI¢'SHALL eE uSTED AIm LABELID VENTILATION S. 6RIPPABLE RAIL A5 PER GOOF IN ACCORDANCE HIIH LL 215BA E 4. RAILING TO BE WOOD 6.EXHAUST DI/LTS SHALL BE MN O016-THK RIGID FLOOR 4S0 SP. } METAL W SMOOTH INTERIOR SURFACES MTI JOINTS AREA 'ZONE 2' 2'-t0' 9'-g4'-Y-9'-9• N �F SMOKE DETECTOR/LA DETECTOR NOTES RUNNING IN THE DIR£LTION OF AIR FLOW EUwAIFi %REO SP PRO./ 'MERN+c. 1 m. NATURAL ATION LIISHT 6 g I 405 RACKETPS COURT O3 DLCTs sHAu ra;r Be cwaECTm T.SICEr-METAL ORIENT,N.Y.11957 I.LOMR WOKE/I SHALL PROVIDE LODE COMPLIANT SCRFJHS LI6MT gbD SP. te4 5P. 1 FLOOR LARBO!MONOXIDE LOMEINATON DETELTOFi T.HNC.LENGTH SHALL NOT EXLEID 25 FT FROM DRYER REO9 1 MARD WRID TO EACH OhER W BATTERY BALKW. LOCATION TC T1£WALL OR ROOF TERMINATION THE VEM I/I)NA' T 2 AREA 2.1NSTAu Au As FER MAW.SPEC.b Mwx LENGTH cF T!E DLcr SHALL BE RmI1Lm 2s aED9 a1.-1 sF. 1 •e LL �� %RED. sF.PRw. DRAWING TITLE: 9.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR FEE:FLR EALX<5'HETD A!m 3 PERT POR BALM 90' 4•H LIGHT IN CONTLIAM1GE YUTH IDEAL LODE FEND.THE NAX IENGTII LF THE EXHAUST D-GT DOES 2 - 22.0 5F. 915 SF. NOT INCLUDE THE TRANSmON T. MODIFIED 1 _ NEw SUNROOM Rm9 PROPOSED FIRST FLOOR PLAN LIVING ROOM E�QY6 WOOD BEANS TO �`T LID 5F. 4H.T S, . Q A Q FRAME OFENN6; 2(5 SF. REAL � q c OV:IN9D'W NOTE 7»�' 1 - UP ]SIDES 1 TOP = I- I.-NEW WNDOHG a DOLR5-BE MARVIN NFYI WOOD FLOORS GASEHEM,D0.ELE14 6,OR GLIDING(AS NOTED): O I.NEW 3'FLYMOOD SIIBFLOOR BENEATH(GLLE 1 SLREYL; A'-301 INSTALL A5 FOR MAW.5FEL.E.FOR SCREW PERIMETER OF$FEATHIN6 4'O.G.1 12-OD.0 T SLESTIMIONS,SEE NOTE M IN-GLASS WINDOWS INTERIOR. 1 q ANO DOORS`ON PAGE G-002 IT CASEMENT 2.NEW FINI5IEL'FLOOR PER MD.SELECTION-H•HIDE OPEN TO - HINOOWS-ALL LSMM WlDWS SMALL HAVE PLANK EXPOSm WOOD CEILING ABOVE q STRAIGHT ARM HINGE WHEN R-0'LL6. BE PAGE: AMS THROUGHOUT OI \(,--�) 2.IF DPJBLE WIeG-ALL DBE.WN6 WNDWS TO BE NEW TILE FLOOR, H6HT. FIRST FLOOR O TILT H415H O I.NEW TILE FINISX M O.TO SELECT)UPON Ib'-I' 19'-H' 25'-V2' 3.ALL 6LAZINS WITHIN IB'OF FF TO BE TEMP.GL. 1 2 aNE LAYER THIN5ET(LEVELm PROPERLYi UPON 4.SEE PAGE 6-003 FOR FRAMING ELEMENTS` g WW i-O.ROLK GEMENTBOARD(OR EOUAU UPON A-103■00 WINDOWS(TYP.FOR ALL)UD.N;PROVIDE AT A 4.NEN 3•PLYWOOD 9UEFLOOR BENEATH(GLUE 1 SLRSK, MINMR9(2)2HEADER UON �1 PERIMETER OF SFEA.Ti1NG 4.O.L.1 12.OD.0 _ AA A A A A A EGRESS NOTE NTBtIOR IN LOMPL WITH NEH YORK LE PA STALE u..nON91o2.1; cove. cN R THE Fou oru NG MEANS EGRET e�{/yL BE FOJAWm PROVIDE(2!NEW 3 To A/C LANDENSERS� 5'-112" 6'--�V2' S-4' 4'-P.}'j' 9'-b' S'-B' T-10}'3 4'-H' 4_H• 4_B' 4_H' S'_pl� DATE:SO/30/23 7 OF 16 ONEW LAYERED 1.UNITS BY TZFEEN• F APPROVID EQUAL NET CLEAR OPENINS.____S.r SP. 2.2-1 SI E TLM:AGE FOR ME 5T FLOOR'ZONE I'1'ZOI.E PO�R4H m FET CLEAR NEI6M_24'MINIMUM 2'1 SECOND FLOG NUFANT B• ' NET CLEAR WIDTH_._.____20'MNINLM S.INSTALL UP FEN MAN!ALTLD A SFELS DN B).'LASERS 4.IN5TALL UPON LLtLRETE PAD AS PER DETAIL O TYPICAiB�T�OM NOTE: 2 j9•_B• I.I. -ALL MOISTURE RESISTANT 6YPSI.M BOARD IN O 12.. HO.TO SELET MODEL ALL BATHROOMS O.ELT A5 PER MANUFACTURER 51'+ELS 12. INSTALL CONCRETE BOARD IN A4 SHOWERp AND 3. PR FR P/IDE ALL NECESSARY VENTING -I 45'-7y' TUB SIFtRLUN95 2.SHOWER FLOORS 1 2.1. t cH TLE FINISH MO.TO ELT)WON 11 I.UNIT BY'Rlffi1'OR APPROJED EQUAL 62- • 22. CONCRETE MUO-9ET($LOT/B'PER FOOT 2.PROVIDE T"""FOR EMIRS SELOIID OO FLR'ZONE S. TOYURpS ORAIW UPON 9.UNIT TO EE INGTA IN ATTIC D 2E. WATER PROOF MEMBRANE TO LOVER SHOWER FLOOR WRAC DRAM•ATLEAST ID'M WALLS O1 IA AS50 . •LAPALI Y 0.n L DOWN STAIR 2.SIZE TO FIT MBLK ELUIR TMROIUEH OPENING(MIN. 22•XBD•, PROPOSED FIRST FLOOR PLAN 9.DBE.FRAMING WEN NEW OPENING 4.INSTALL AS FER MAW.SPEL.b S.CONSULT HD.FOR FREC15E LOCATION OF A 55 2,104.1 S.F. HASITABLE SPACE;2,104.1 S.F. GROSS AREA SCALE I/4`=1•-c° IJE I V EA L SYMBOL ICE Y: ALL NIIINDONS SHALL BE MARVIN'ELEVATE'SERIES;NSTALL AS PER MANU.SPEL.'s SEE PAGE•G-003'FOR NAILING a STRAPPINGMETA m d V EXTERIOR FINISH TO ME'FEEBLE GRAY";5-2 DIVIDED LITES AT EVERY PANE Q H _ HEW PARTIAL HEIGHT - - - _ _ .E%STING TO BE DEMOLISHED M--r^{ WINDOW CHART Lu Z O hL70D FRAME(Lb.5- - ,. - W � EXISTING TO REMAIN N WHEN APPLICABLE) - _-. EGRE J a••I I... _.{ NEW WOOD FRAME(Lb. F-� NEW FOUNDATION WILL TAG TYPE MODEL a OPENING Q W} `g �RDUGH.OFENItYa r`_,i WINDOW DIMENSION STL.WHEN APPLICABLE) ""•`"':SYj -rt' '` :4 WDTi RPA9:20' Q° ,•i'S'HIDTF ",)'j a,.HEIGHT, A- IF HEIGHT p I REp9:D 5:f S F O I)Z NEW I-HR FIRE RATED MIN,r3)2'%4-STRUCTURAL e'.. Z WOOD FRAME(L.5.5TL. ® POST FOR 4-WALLS A DOUBLE H1NG ELDH36T2 3-O`7U' )'�X'b'-0'}'' 2'-II j' S'-II�' J (21 DOUBLE gi,y3] ~ W O WHEN APPLICABLFJ THIN F R 6*ST LS).U N 10 F/JNC ELDH366O 2W Ib'-0' S'-0 "` 5'-II' 4'-II 3' S.6 S.F. d' ON POST FOR b'WALLS),UON. NEh 2-HR FIRE RATE? _ ��, ;;'��qq}}�� O O O WOOD FRAME(L.6.57L. C AWNING ELAhNi3l23 :SLI• �#'.n i1520 3•-O- d m ir WHEN APPLICABLE) - >- a m D f4)f 6� CUSTOM W 1377W b'-0�} II'-II' S'-I13' 6.9 S.F. O �DOOR:SGHFDULfErC>'"':�F`' ^iyt.•':?-•• _.".� Pam�4'w•`•"sy ;.a+,:iEK".P' t@ t+y' 'i`?,!5,q'P-'�"`.- - E DOUBLE FAJN6 ELDH324B 328r}` 4'=0} 2'-1 1• 3'-II 3' F O �µ 6 m ad2'L G 'a- i•.Yh •n.• F DOUBLE H1N6 ELDH3652 '-0 j' 4;-4T}• 2'-II)j' 4'-3 J' Q Lu DOOR MATERIAL J m 6 (3)A INS ELAPA -5 3" 1.,1 d' Z-T(Op TAG DESCRIFTIGN MANUFACTLRER NOTES WIDTH HEIGHT H (2) LE ELDH3040 2W 5'-0° 3'-4}• 4'-11' 3'-3 "v"3" r':"'.:a x'3'iy,T. "-.tq..'p.+' $: J (Z DOUBLE ELDM3612 2W 6'-0` b'-0}" 5'-I I' 9'-II 3' Z RRRT 1LN6 Q Z K(TEMP) AWTiIN6 ELAI T1 29 2'Fi' 1'-iF��' 2'-4- 1-11 d' m LU(D FLRST 0- a - - 'i,.> m J N 101 MODEL a552105-GSEC; L DOABLE HUNG ELOH3C40 WHITE FRAME FINISH;PAINT 102 SWING THERMATRU 3'-0' 6'-1. a 1 BY'BEHR'IN'PALE CORNFLOWER BLUE';DOOR M DOUBLE NUNS ELDH3660 9'-0" 5`-0}' 2'-11- 4'-II 3' Sb S.F. 103 2'-6- b'-B' 6LA55 COLONIAL B LITE N(TEMP) (2)�LE 104 SWING JELD-WEN 2'-6' 8'-0' �� W IOS DOUBLE SWING cI n-MEN 4'-0' 6-0' ®� CASEMENT [LCA3941 2'i' '3�-If;�' 2'.B' 3'-II d' 6.9 SF. m A ••WINDOW'P'TO HAVE CENTER MULLION TO MIMICK DOUBLE 1A1NG WINDOW O W 106 SWING JELD-WEN 2 J ICT 5WIN6 JELD-WEN 2'-0 6-O d' J IOB SWING '..EID-WEN 2'-0' b'-0' Q 109 DOL9LE SWING JELD-WEN 4'-0' 6'-0• III IIO SWING -MLD-MEN 2'-0- 5'-0- III DOUBLE EARN -- _ _ - _ DOORS 4'-0' EKING 9'6' F� JE 6'O' CLOSET OP ------------- 20I DOFJLE SWING .IELD-MEN s 4'1' -.6'-8' NATURAL LIGHT b I ---- n NATURAL LIGHT E VENTILATION vu I 202 SWING JELD-WEN 2'-6' 6'-6' I 1 VENTILATION FLOOR 1505.F. � I 203 SWING JELD-WEN 2'-0' b'-6' • ® A 14S SP. AREA I 1 %TgG. S.F.PROV. I I I Q 204 5WIN6 JELD-MEN 2'-0 b-6' ® %REO SP.PRCV. LIGHT VN1LTEp LEILINS I 13a SF. 193 GP. PROVIDE b'NORIZOM I I 205 SWING JFI O-WEN 2'l• b�• ® 9 Ilb SF. 28.4 5F. u I `�T'IT 60 5F. 20.1 5F. �P i O ' REDS Sb 5P. 159 SF. �o 206 SWING JELD-WEN 2'-0' b'-B' %'4' 4:12 I I A o 2CT SWING JELD-WEN 3'-0' b'�B' • ® `/ G 4I2 0 0 I 209 DOUBLE SWING JFI n-hEN 4--0' b81� '-6' S-3,f2 I 3 5 C -2. I4-'-�] ~Z g �W I <C s am BASEMENT 4&�' '`: :} .t• - - - - - - }(,}C J tlDDIFIED �'v DO, SWING TF@RMATRU 3'-0° b'-B' Mimi n E O BEDROF 3 I 3 O B SOROSF PROVIDE EXPOSED COLLAR - TIES a CATHEDRAL CE AS O I F 'NOIZOL GfAPROVDE b TE18 I a SHIPLAP THROgT �O P I C a LATHEpRAL - J - _ 201 I G VAULTED✓f (J D FLOOR PLAN NOTES 4 - - - - I S sww NEF9 CEILING/ DOOR NOTE. 'ZONE 5- Lx7y 1N 2- u I Q u NPJ-1 LAUNDRY AREAS: II' In M/c0 O I.IN5TALL Y INTERI02 DOORS WHEN GALLED LVi ON I.NEW WASH/pRY HL•OK W PL41b BT'.IELD-hEN'TOR FarAU. 2.LWRDINATE LAMS.ROOM I DOOR DIMS - 2.IN6TALL Y' E%T!?tIOR DOORS YA). LALLiD CUT ON W SIZE OF-1 ` PL4tb BY'TiERMATRU'(OR E.^UAU. 5. IN PROVIDE HOOK LPS AS REDS PER MAW. -p�-0. 4'-6y 0 T '= I D 5.-TOE TOSELECT I p 1i 4.-PLACE DOORS 4'MIN.FROM PERPENDICULAR WALLS r� D 5.INSTALL AS PER MAW SPEC I, Q Had "H' CL6. DN € 4:1 6.PROVIDE(21 21B'NIDR.UON DRYER E%HALT NOTE. -�jt o H6HT. 1 309 T.SEE PAGE 6-003 FOR ALL O HER FRAM.IN S I.0.LT SHALL TERMINATE TO EXTERIOR p 'B 56 S.F. /I O I PROJECT: ELENII.TS ARLLND DOORS(TYP.FCR ALL)UaN. 2.DOLT SHALL THaHINAre MIN.4-O'FROM ANY 5 L 1 OPENINGS OSTAIR a RAILING NOTE: 5.MULT SIZE AS FER MAW. 1. ALL NEW STAIRS SHALL HAVE MAX 11/4'RI 4.DUCT SHALL BE EIdIIP W A SACI D AFT PAMPER n. ems' TR EI B ER I MIN.10.h-RIS£RS SHALL BE CLOSED 5.TR/JLaITiON pULTi SHALL NOT BE CONCEALED WITfIN - 2 4T HIGH OVARORAIL I GPIISLE 5PALING LON6TRULTON FLEXIBLE TRANSI'-DUCTS LSED TO RENOVATION NOT TO ALLOW PASSASE OF A 4•a SPHERE. COIMIELT Tff DRYER TO NNE EXW.V'T-SYSTEM PROVIDE EXPOSED COLLAR Ib I' 20B ✓HELOW///� f I HIFM HANDRAIL<SPINDLE SEALING NOT SHALL BE LIMITED TO SINGLE LENOTH5.HOT TO TIES a CATHEDRAL LEILIN65; I S OO � / TO ALLOW FASSASE OF A 4•R SPHERE M%CBW B FEET AND SMALL BE LISTED AND LABELED PROVIDE b'NORIZOMAL 3. 6RIFPABLE RAIL AS PER LODE IN ACCORDANCE WITH LL 215BA SHIPLAP THROVG11pUT - - _ _ _ - 4. RAILING TO BE WOOD 6.EXHAUST DUCTS SHALL BE MIN ODIb'THK RI61O LATHEpRAL I / - III 1 PETAL Ws-INT£RIOR SURFACES WTN YlINTS MDDIFim GCAT�E�RAL� '',n" -- � PII I 405 RACKETPS COURT RUTAIINlS IN Tiff DIRECTION OF AIR FLOW EAxA1FT @EDROOM 2 (/ 3 CV7 OSMOKE DETECTOR/GO DETECTOR NOTES, PLTS SHALL NC"T BE LOroLELTED WITH S -N@iAL 169 S.F. I cEIUNLs B ORIENT,N.Y.11957 I.LONTRALTOR$HALL PROVIDE LOGE COMPLIANT SCREWS SMOKE/CARBON MONOXIDE LCMHIHATION pE'IEOTOR T.MAX.LENGTH SHELL NOT EXCEED 25 FT FROM DRYER _RECTO ARP W A-901 1 RED TO EACH OTHER W BATTERY BACKIN. LOCATION TD THE WALL OR ROOF TERMINATION.Tiff - 2.1N5TALL ALL AS PER MAW.SPEL.b -..LENGTH CF THE DUCT SHALL BE REDUCED 25 NELY " I i DRAWING TITLE: S.SMOKEEreLTOR AND 9 CARBON MONOXIDE DETECTOR FEET FOR EACH 45-BEND AND 5 FEET FOR EACH 9O' Q I BATHROOM a2 IN__,A-WITH LOCAL CODE BEND.TE NAX LB:6TH OF Tiff EXHALST DUCT DOES = T 75 S.F. E THE-IT-DOLT. D 'a" I PROPOSED SECOND FLOOR PLAN NOT INGLL9E j Y O I.,IALL N£Yi hINDGYVS a DOORS SWILL BE Y.ARVIN NEW r•IOCD FLOCK: `9 - - - - - I - - O n 12'-2Y] 6•`4�1 INS--AT,pq.ELEMR;6.OR GLIDING(AS ND}ED.'; O I.NEh'9'PLYHM METER SHOFL HINO 4-H(6LLE a SCREW:; INSTALL AS s, MAW.SPEC.5.FOR SCREW PER IN EiER OF ShffATHINIb 4'O.L.112'OL.O 15'-b' ----------------------- SLBSTIMILTS,SEE NOTE C I2.1A-CLASS W NT INTERIOR. C _ C AND COOKS'- PAGE 6-002 IF L HAVE 3.NE:W FINISHED FLOOR PER Ha.SELECTON 8'WINE WN90W5-ALL LSMNT WNDWS-HAVE PLANK STRAIGHT ARM-WHEN 4 B ' PAGE: Z.TILT 1 .-ALL OBL.I T L'CIDV1G TO BE N'EW TILE FLOOR. � � WALL BOARD �_10 4.0 0 TILT WASH b I.MEIN TILE FINISH fND.TO SELECT)UPON B•�2 B'-fyj 4'-B}'j 5'-3' S'-5y= 4•-�'2 9.ALL 6LAZINO YUTHIN IB'OF FP TO HE TEMP.6L. O NAM2AL LIGHT a WALL a CEILING NOTE 20NE LAYER TIINSET!LEVELED PROPERLY,LPON 4.SEE PAGE P- FOR FRAMING ELEMPMS ARWN9 9.NB1N�'0.ROLK CD-fENNTBOARD(OR EOVAL)WON VENTILATION TI-I• 19-0 - INSTALL B•SHIPLAP AT IST 12ND FLOOR MALLS WINDOWS(TYP.FOR AW U-PROVIDE AT A p NEW•I-RYWOOD SUBFLOOR BENEATH(6LLE I SCREW;; FLOOR 160 5T. L--- - MINIMIM HEADER UDN AREA EG-RE55 NOTE SCREW PERIMETER OF 511EATNING 4.O.C.112'CC,o ---------- EXCLUDING CLOSET INTERIORS AMID LOLATONS INTERIOR %RED. SF.FROV. SPECIFIW ON FINISH PLANS. IN LOMP'LIANCE WITH PORK STATE BUILDING INTERIOR LODE.SECTION R5102j;.1;THE FOLLOWING MEANS OF LIGHT DB SF. 28.4 SP. CEILING BOARD EGRESS SHALL BE FOLLOWED: 1.UN DE/21 NEW 3 TON A/C CONDEN5ER5: READ ➢ . INSTALL V-GROOVE PANRlIN6 AT ALL SECOND DATE:10/30/23 $ OF 16 O I.UNITS BY T3N£Dx'OR APPROVED EQUAL REO IISS NET CLEAR OPENUS__5.l S I 2.PROVIDE TONNAGE FOR FIRST FLOOR'ZONE I'I'.'.ONE RPnD 6.4 SF. 59 SP, U' FLOOR CEILING' NET CLEAR Iff16HT__-34'N.INIM.M 2'I:£LAND FLOOR ZONE 5' NE'T CLEAR WDTN__20'NINIMN• B.INSTALL FER NANLFALTLM A$PEGS 4.IN6TALL UPON CONCRETE PAD AS PER DETAIL TYPICAL BATHROOM NOTE OI. WALL BOARD NEW 6D.FIREPLACE M ERTi MS LLT B HROOT RESISTANT 6YP5UM BOARD IN O 1. HCONNECT ASTFERODIF�K�R SPECS PROPOSED SECOND FLOOR PLAN 13. INSTALL CO-REre BOARD IN ALL SHOWER$AND 5. PROVIDE ALL NECESSARY VENTM6 TIB 51A2ROUNDS - 1,015.4 5.F. HABITABLE SPACE; 1,015.4 S.F. GR055 AREA scALE'Va"= -o• 2.SHOWER FLooRS ((,,�� pRCJIDE(1`NEW 3 TON HYDRONIC AIR HAND'ER 2.1. NEW TLE FINISH MD.TO SELECT)UPON L/ I.UNR BY'RHEEM'OR APPROVED EQUAL 22. CONCRETE-(SLOPE Vb-PER FOOT 2.PROMO.TONOV.6E FOR ENTIRE SECOND FLOOR'ZONE B• TOYWiV pRAIW WON 9.UNIT TO BE IN5TALLED IN ATTL 29. YWT=R PROOF HEY.BRML•TO COVER SHOWER FLOOR WRAC GRAIN I ATLEAST IB'W WALLS 12 N W ATTG AGGE"-5-RII L DOWN STAIR I.MIN 5 •CAPACITY 3.91ZE TO FIT MECH.ECV IP.TNRO.GH OPENING(MIN. 22'X50'1 9.NVT FRAMING R Y NEW OPENING I CONS, N PER MAW,SFEL O S.LON�J,LT NO.FOR PRECISE LOCATION OF ACCESS a D' ELEVATION NOTES Q L) 0 1-m Z N ENTRY DOORS BY THERMATRU'MODEL J �T-I O DOOR -GEGG' • DOORA -COLONIAL E CITE • WHITE FRRAMEMS FINISH • PAINT B"BEHR'IN'PALE CORNFLOWER BLVE' Q W 7' VENTURE BLACK NICKEL HANDLESET O_• Z O WINDOWS BY-MARVIN' O 2} •ELEVATE'SERIES DOUBLE-HUNSIS<AWNINGS N Y EXTERIOR FINISH'PEBBLE GRAY' NE 5-2 DIVIDED LITES AT EVERY PA 2 T O 0 00 Lo Er a ® ALL EXTERIOR TRIM TO BE 5-1/1•AM<,WHITE \ �• a m Z o O O ALL DECKING<STAIRS TO BE IFE NATURAL 2 ci HOOD it BRAZILIAN WE WOOD UNTREATED TO TURN Q W GREY NATURALLY J J m >0)O 1. ALL SIDING HAS BEEN FREVIOLSLY APPROVED eY 1 1 1 9I I J a g TYPICAL 51DING: 1 I Z (D V I I I I I I I I 1 e-I� �-L srn v MLrn,r.—o:a�BE v�IFlm wTwHx I II I Z y ARCHITECT BEFORE R.RCHAEE I I I I \ 2 SEE NOTE AT WILDING SECTION FLR MII:— —STR)C1I-STANLARDS I 1 l I LL W m cr a ALL 51DING TO BE—CEDAR' COLOR:ARGOS(GREY) 1 STYLE,RCUGKrAWN SHINGLE a o SIZE,45-105•WIDE AND IB'TALL W/T'EXPOSUiE II I I1LLLI l Illll I 4 O TYPICAL ROOFING: I II C C I I I I I I 1 Ir I.ALL ROOFING HAS BEEN PREVIQF�LY AfPROVFD 6Y scvTHOLD Tow+HFc:ANr DEVIAnols FROM I I•' 1 1 1 F MATERIAL COLOR sTATm eELow e>Fm ro BE I B ' O VERIFIED wTH ARCHITECT BEFORE PLR4W15E 2.SUE NOTE AT WILDING S�LTON FOR MINIM- 1 1 1 IIII I 1 III 1 III ( y W cONSTRULTIGN STANDARDS I I 1 I I AIA, I ~ U g O J ALL ROOFING TO BE METAL SHINGLES BY°BERRID6E' I I 1 l 1 • COLOR cNARC-0AL GREY 5TYLE,VICTORIAN SHINGLE I (IIII I I III Q • Sze,R•KDE ANB I2•TALL I I j j _ 1 CHIMNEY VERTICAL EXTENSION TO MATCH I B/01 EXISTING MASONRY BRICK AND FLUE STYLE I LLI I ONEW 6"SEAMv ESS 6UTTERS 4 DOWTSPOJTS,V HIM. 1 ( I I j ROUND ALUMINUM(TYP: I' I I I Ili11 Li II I 0 I II '1 III II II s OPROVIDE CONGEAL®FLASHING AT ALL ROOF A 1 A A A A Q IN}El8AGE5. U ROOF CRICKET(TYPJ, I ,1 I ` 'I I I IIIII I 101 1 ! III 1 I .. , Q 2•.a•FRAMING m tm•DL,1=RovIDE ICE SHIELD FF. l l I' 11 1 l LAPPED IB'IN ALL DIRECTIONS T FULLY FLASH. I! III III I 1 I II I I 1 I ,III 1 1 1,.III 1 11 111111 11 III 11 1 O PROVIDE WHITE 7ERMAL CT COLUMN FOR II ALL EXTERIOR GOLUNW LOCATIONS oil 'I NEST ELEVATION (FRONT) (DIJ ` SCALE:1/4"=1'-0" `a e wa fF dt 03 5c ff � Qo f 0 05 I I I IlAAAAA 1AAAA 1 l A^ LJ lA I 11 n ¢ s 0 I 0 r 1 0 I I Q PROJECT: I I I f l I I I I TREIBER RENOVATION MI I II IIII I LLII I I' '1 III I 405 RACKETPS COURT IG I 1 11 11 I I l ORIENT,N.Y.11957 -I AII U I WDRAWING TITLE: I PROPOSED EXTERIOR ELEVATIONS LI I I 'I III li I' PAGE: II i, II I I Li JI I' I I Q D ,L A-20100 I Iit MillL,' I I I'II I I I I IIII I I p,F ; I I I —— I III II II IIII III 11 II III II III 'J III I�' II ME:10/30/23 9 OF 16 K L LLL��j 3�1 50LJTH ELEVATION (RIGHT SIDE) --- r------ 51-ALE:11=I'-0' a O1 U ELEVATION NOTES F D1 (D ENTRY DOORS BY°THERMATRU'MLTJEL W N VOCR 5-ERGO' DOOFL G-ASS-COLONIAL O LITE W a WHITE FRAME FINISH Q W r PAINT BI'BEHR'IN*PALE CORNFLOWER BLUE" VENTURE BLACK NICKEL HANDLESET 2 N Z Q Z 2O WINDOWS BY •ELEVATE'SERIES 001 I AWNINE5 !- If)Y • EXTERIOR FINISH*PEBBLE&RAY' Ir m O • 5-2 DIVIDED LITES AT EVERY PANE T d 00 N 2 6 r vm 9O ALL EXTERIOR TRIM TO BE 5-I/2°P�K;WHITE 9 Z ❑ I WillI 1 1 I 2 ❑ O ALL DECKIN6 I STAIRS TO BE IPE NATURAL O Zcr • BRAZI AN RA h100D UNTREATED TO TURN N I I III e \ Q Z 00 m GREY NATURALLY ! l III II TrnICAL slvw6 f u l l I' Y ri ALL SIDIN&O-BEEN FREVIOV ATI APFFROM BY 2 i110LD TORN HPL�ANY DEVIATIONS FROM MATERIALLMLL LR STATEDEL EOW NEED TO BE VERIFIED WITH T ARcw T BEFORE R.FCHAS-E Q Z LOL a-I NOTE AT d1ILDING SELTION FOR MINMLM LL J N LLY5TRULTON STANDARDS 4 I I i -W a ALL SING TO BE--AR' I I I I I I J, ^ If t-=ID I , "I •� r l .I I ! III IIIII LOLOR�AR605(6REYJ I I I ��o • STYLE.ROVGHS.4�W SHINGLE 1 'b ! � • SIZE.45-105'WDE Alm I6'TALL W/T'EXPOSURE m �rl �� of t of o I I I 1 III 1 © TYPICAL RcoLu ;--Iw I I I I. I I I Icc 1. ALL ROOFING HAS BEEN PREVIOUSLY PPPROVED 6Y I I I IIII 7 SOUTHOLD TOW4 NFL;ANY DEV IATONS FROM III III III ~ M 2 W I COLOR` STATED BELOW NEED TO BE U 2.SEE NOTEE AT IEU LDIi " FON��RMMw1— CONSTRUCTION STANDARDSill HIIII Will IIII I U J BY A HI LL ROOFIN&TO BE METAL SN&LES 'HERRID6E' !1 • COLOR cHARcoAL ! I I I !a• STYLE VILTORIAN SHI MINSLE Q • SIZE.4-—AND 12-TALL I I F I R L L O CHIMNEY VERTICAL EXTENSION TO MATCH I I I I 11 11 1 11 11h 11 111 III t 1 I I EXISTIN&MASONRY BRICK AMID FLUE STYLE ! I I tl 1 1 NEW 6"SEAM�E55 6UT7ERS I DOWNSPOUTS;WHITE, I I I RO•NC ALUMI"/TYPJ � F I > I I' 1 ��• II 1 II IIII III i!II 'II II II' Il lllf it 11 � 1111111tl 11 111 Ill II III L' I III III III;III II II II II ,I II IIII III II II II IIII II IIII II II OFROJIDE CONCEALED FLASHING AT AL- goof: b-lCRICK o.,, EAST ELEVATION (REAR) 2°•4' O.PROVIDE ICE SHIELD LAPPED lb-IN ALL DIRECTIONS I FULLY FLASH. OPROVIDE MITE'FERMAOAST'COLUMN FOR SI:ALE:1/4' ALL EXTERIOR COLUMN LOCATIONS do w< f a a€ 03 5c f ao o S5 i IWAII 11AIAWc 1 PROJECT: I 1 �JA TREIBER 1 RENOVATION ® 405 RACKETT S COURT II K II ORIENT,N.Y.11957 I ' I I II I}I it I I. �II Lladuj DRAWING TITLE: II I! t II 1 II I I 111111 ! Mill PROPOSED EXTERIOR ELEVATIONS II I I 11 I I I I I II Ili I• I II I I I II I II I I I.. 1 PAGE: ®� A-202.00 11 I 'I ! DATE:10/30/23 10 OF 16 I I I I I It 11'FR. I IIII I II' 1'lI �IF.F.I� I� I I I I I II III IIII II II III 11 lilt I III I It Hil li II III II I I II I.I I. rll I t I II II II I II III II III NORTH ELEVATION (LEFT SIDE) SCALE:1/4'=1'-O° d m BUILDING 5ECTION NOTES Q O 13 �-m n NEW ROOFING NOTE(TYP.1� W N lJ I.IIETALL hEH RO.^.FING AS=Eft ELEVAnLN NOTE J X-I TO 2.INST ILE MD HATE SHIELD FROM FASLIA'JP FR F �INSIDE=ALE OF 51LTJ WALL AND AT VALLEYS Q W Y 3.INSTrLLL IS•HJILDIN6 FELT NAN!OVER PROPOSED RIDGE NE - F 2! 4. LDX PLY-1 SHEATHING()LOLK ALL SEAM$) _�_DR—�-��_�-�_________ 5 LAP SHINGLE OVER RIDGE I NIPS(AS REOD) O N a.PROVIDE RIDGE VENT(AS REDD) 'J 2} T.FLASH ALL VALLEYS 2 J F J H.INSTALL DRIP ELF£AS REOD F W 9.INSTALL ALL AS PER MAW.SPEL.'e H O m 0 00 TYPIG-ROOF d CEILING OGhSTRL'OTION ] d W m V • h ROOFING AS NOT2 - r a m I/2'LDX PLYWD SHEATHING(SI O QNG R ALL G 0— LEIu L/ O PLrwD sEA.Ms) • RR,LJ,d L.T.AS NOTED ON PLANS(a SPANS - _ jr jrH'INSTALL'%'HRID6W6 R LENTER OP 8 Z-AK SPAN,VAN • WN OF R-49 SPRAY FOAM RF.:ULAnON ICI 0 0 Q J m TYPICAL EXTER OR 4tiALL GOh'STRUGiIGN(TYPJ� ^ Q IILII > LPON 1/2'Lox PLYWO.SHEAlNIN6 l8LO CKIN6 a -O' O PROPOSED RIDGE iE16NT 0 MODIFIED 0 0 logo ogo � � —_______________�________ _ ELEV..1a3' J e•I� • —5tL 5 O--N c—TOP PLATE BEDROOM 2 c mini OM Z}4 • N.IN 2'FOAM—R-II Al.B TOTAL 25 FLOOR !!Q:_,Sj4 Z N • 5iH'6TPS.M W.HALL FINSH FROPOSm SELChD (4 NEW 5IDIN6 NOTE(TYP 1, NEW ATTIC m¢ v 00 I.INSTALL—5IDIN6 AS PER ELEVATON NOTE •�--' ti:3 W 2.T'VEK'H06E WRAP(OR E.AU B.INSTALL ALL AS PER MAW.4.PROVIDE ALL NELE55ARY TRIMRIM FOR PROPER l INSTALLATION EF EV.p b5E00 DN FLOOR -____ 9.5IDIN6 SHALL EKTEIID TO TOP OF FODIDATION WALL VTYPICAL FLOOR LONSTRULTICN IIx I FIHISN FLOORING TO= LT FE11 ~ 2.9/6•T.6 CO.PLYNi.SUBFLQOft 6LLED(SLREWm p 9.F1 A5`10TED ON PLANS-AT SPANS OVER H' U INSTALL-X'BRACE a MIDSPAN W 4.MIN.ft-SO BATT iNSULAT ON(OW.Y EEIWEEN FIRST = J FLOOR AND FOUIJDATION) U J EXIST.FIRST FLOOR O EXIST.FIRST FLOOR Q BASELINE �ELEV.•O G' ELEV..O.O'� Lj EXISTING_BASEMENT SECTION I-I/A-301 ,a SCALE:I/4" I'-O" W a EO fkF Z. 03 5w fE Qo NOTE,'o IF FINISH MASONRY USED(SIILN AS p ____------_-_-_---------__ PRGPCSED RIDGE HEI6H♦T BLUE9TOt�'-MA50N TO AD,LST —_ELEV..23A' H6M OF LANDING AS READ TO ALLOUNT FOR FINISH MASONRY R A.E9 dMALL PITofEo 12 `(I NEW ATTIC 2 e I.b AHAY FROM pIALDIAb oft SIABS ABumNO NSTALL o ADJALENTFt To 5LA8.�D ALL FLASrIIM6 IN ASRIALTL MAIL 1. �Cw SPE �� PROJECT: STAIR yR?INADE c,LLc,._p,nols� {{(-YPJ Iu SraR HIDTN=s'o• I I P PPAPOSED HEH AREA=309 SF. GRADE TREI BER 0 BOS t.%O.fl=.O REBAR BEM TO 5.193SI•�I]VEO FT.OF 2'DIA RIMS REp. SLAB AS SFOVSI S ' =r ==.�==� RENOVATION PROVIDE(I)2'DIA.X.2--O•DEEP STORM S WATER LEAOHIN6 515TEM FADER HEI6M e A q. \,/ i��/\\,/ >+V --- ------ ^ iRPP°ER"Twn`�flo`w—� 13 `'• 405 RACKETTS COURT c cs. \R4 N xa RESAR a EA ,s:• / .m / / /`•/ / STEP:s•cvR o Ews "S r•--�y--------�---- _- — _ � _� `�ti :' \�\,y,�//\, ��,j\,/ ORIENT.N.Y.11957 lei - \\j,\\,,\\,,\\j/ I{{��..yi� O L hDIN6 MiN. .' \ /. /LONPAO\TEO /\ \ \ •t- %` /\/\/Yr/N FILL )%\/\/\/ BUILDING SECTIONS REHAR a � cof<..dtAe.V 2'x4• /\/\ OL MIN SI \, LOMPALTEp PILL i / ///////•//`//•//`//�///////// / X PAGE: (SUNROOM S E%15T.FIRST FLOOR _-_ _ r_L�_ __ _ ti \\\\�\•Ys��/\/\�/T/ ` `LL BLEB /\/\/ PhD. �_—_—� 10' w"' ROOM - MUDRGCM BE(OND) __J x4 REBAR LOM.O OL.(MIN 9! J•f•\\\ ,,\,\\,\\�,\,\\,\\,\\, ,\\,\\, A—V/K�O i 0 0 DATE:10/30/23 11 OF 16 (2)xs NOR REBAR �' •j E%ISTIN6 BASEMENT ___--_---EXISTING BASEMENT I/A-301 EXTERIOR BASEMENT ENTRY DETAIL ELEV.-bA' 51-ALE:3/4'=I'-C' SECTION 2-2/A-301 SCALE,I/4" I'-O" m OF-1 E—AR5'MIN)L N LOV Q V OF ALL AR WITI I 1 LO N P. NLER _ FOUND.WALLS P.LONG.FTGS PROVIDE STRAPPING 6 NAILING A5 PER GONTIELTION D'IN W Z O 'TYPICAL NAILINb/S--I- J c j PROVIDE IN511LATION ReOUIREMENTS FOR UPLIFT, BETYEEII CAVITES SHEAR, LATERAL RESISTANLE' HEADER AS PER ENERbY TABLE ON PAGE 6CO3 6 EA STIR. Q W r SECURE HANDRAIL TO WALL ON AT LEAST ONE (W+EN APPLICABLE! SpPLFA FLED ON SIDE OF STAIR IN ALGOROANGE W MAW.SFE-; F Z AND NOT FROJE6TIN5 MORE THAN 45'INTO 0 5TAIRW4Y:SEE HANDRAIL GRIP SIZES API EHT FLOOR SYSTEM A N'EN(2)2'x6'P.T.SILL PLATES J Z PITLIED METAL NOTED ON-AN WON SILL SELL WON COPPER J =Y JOIST HANGER BY TERMITE SHIELD F to Y EIHFSDN•oR Ea:u \_ _ FIR5T FINISHED FLOOR 1¢W,:.. ODKm ANCHDR O - -- - -- --- - - - \ - -- - - -- -- --- - BOLTS m S9'OL.W 5'SOJARE WA51EY2 EfIDMfi B• ID m } }m O US'MIN.SPADE BETWEEN \ r= I� _ WALL AND HANDRAIL \ 4' Z Q' W PINE RISER \ 'j• Q .J.1 =a HOOKED-T. 4i.'FINE TREAD STANDARDS FOR GRIPPABLE HAND RAIL REBAR m aB•01. it Z c) SCALE:NT5 it• a Y� j P' K Z CROSS 5EC7ION +•P Q z c{ HANDRAIL II Ir J N I•ROUNDED IOSINS -S CLEARANCE CIRCULAR NON-CIRCULAR II GRADE 4.W Y'RAD;US _ W It INICU D IN ' --' I -' N I rr�AD O—Ow 4° 'a° . ago Ik" 'v.._2., PERT- 2YaMAX. " elt MIN. METER P.cONc.Fourvv.WALL — MIR 4,000 PSU O _ W �� L T II •.B' -� � I �I � U x4 NOR.LONT.REBAR m ~ �1 TOP,MIDDLE,<BOTTOM OF II Z I W WALL P TOTAL •ji+ --- I 'O- 2 J E5/K IF STRINGERS S.JR-21 1 U INSULATON IF LNDERSIDE IS PALING P.LONL.GpNT.FT6. I� --- RESERVED Q STOR46EMON4IABITAL$PAGE MIR 4000 PSI) 'I \ b)s w^sL e9eTr.REBAR 11• _ I A-401.01 SCALE:S/a'=I'-0' 4•P.LONG.SLAB II 5TORAGE UNDER K•bYP.BD' 1 (WHEN APPLIGALBE) -MOIS.FE RETARpER I - ' AS FLOOR SYS II 1 I i'GRAVEL B i �-a:M'31�i -PFtOV.LLEAN-- • I--r TEM TREATED x WCONCL(IF APPLILABLEI LOMPALT FILL I---__I ---.L NEIV STL LAP R.'A' FNLa WOOD 6EAM BASEMENT WLDED TO COL;SEE As NOTEo ON FLAN LAP FL.DETAILS FOUNDATION WALL DETAIL NEW B-V2'OD.SL 40 C NEW BASE PLATE'A' HOT DIP 6) STL.LOL. YELPED TO LOL:SEE (ASTM AI23/AS PER A-401.01 BASE PL DETAILS FOR FOUAD.RA BY SIMS SCALE:3/4'= -O° BpLTIH6 STEEL.OREdIAU NEW 4'P. 'bo PROVIDE LOLD JOIM _NC.5-At w Q AT LONL.SEAMS(TYP) � INTERIOR WOOD STAIR DETAIL -401.GI SCALE:5/4'=I'-O° J(t`,-ti:. - `+:.•.'y•. •fir {� '1 w i 4'bRAV1 BASE -� NEw NI xs NOR. REBAR WON(9)O n LL 5/4'x6-P.T. _1 t -I HOR.REBAR(6 TOTAL) O DffX BOARDS P.T.DECK JOISTS AS NEW 34'x24Y12' 1 NOTED ON PLAN$ I DEEP P.GONG.PAD I� `c f FTb.MIN.4p00 P5U LOMPAGTED FEL 5/4'x RBO9 vl IEI61lf P.T.RISER �1 STEEL COLUMN 8 FOOTINO DETAIL 00 FLOOR SYSTEM AS 5/4•x6'P.T. -- _ _______ NOTED ON PLAN -401.0I O PECK BOARD$ SCALE:5/4° Ib' c i 2•x BLOCKING m EA. NEW ST..GAP PL.'A' FLOOR WOOD BEAM STRINGER TO MATCH SIiP hELOm TO COL;SEE A5 NOTED ON PLAN OF P.i.DECK JOISTS LAP PL DETAILS 2 PEW 5-=-OD.'L.H 40 FASTEN STRINGER TO NFYi BASE PLATE'A' HOT DIP 6ALV.STL.COL. -ROOFING(SEE BLOCKING MIN.6 h£LDED TO COL.;SEE (ASTM Al-AS PER SECTION NOTES,' FASTS-5) BASE PL.DETAILS FOR FQ.ND.PLAN EY SIMS a BOLTN6 STEEL(OR EOJAL) TYP.ROOF LON5TRNO-) (SEE SELTON NOTE5,1 � 0 (T:''J EKIST.P.LONC.SLAB ��1 3'x12-P.T.STRINGERSPROVIDE GOLD JOINT (PATCH AS REG9) Q£p.W 4'THK x H'WIDE x WIDT1 OL.MIN.B STWNGBR$m- AT LONG.SFAMb(TYPJ •SIMFSGM HZ5A wm PROJECT: OF STAIR P.LONL.PAD EA.STAIR 1) RAFTER TIE R-R' 216'P.T.BLOCK IN BETWF£N ii TREIBER CA STRINbCR. -ASTENED TO xx ELKIN65HALL BE FASTENED G( if �f .�' I�.in.Il.�- 7'1 P.LONG.PAD W I9/64'x ^T d H/COATED DELKIN6 x RENOVATION SI/2'CONCRETE SCREWS BY T DECK MATE'(OR EOJAL) 'LALIBLRN•(OR ElNAL-MIN. EX 5T.GRAVEDµ - I LJ AS PER PLAN (5)5LREYB PER BLOCK O'MIN. BASE _ _ .y_ I i� '�(21 5 HOR FASCIA BOARD RESAR UPON(2)Ri GRAPE GRAPE NEN IB'x18'xUi' + I -R.RESAR(4 TOTAL �1 RESERVED 405 RACKETTS COURT DEEP P.LONL.PAp \ A-401.O —Y FT6.MIN 4000 F51) E%IST.FILL SCALE:5/4'=r-o' BEAM AS FER FLAN ORIENT,N.Y.11957 1-8�1 EXTERIOR WOOD STAIR DETAIL �� (FOR50wpCAa DRAWINGTRLE: n STEEL COLUMN FOOTING DETAIL -PSONLYBMJ EW'S1 F�DN• �5=6 5/4-x6-P.T.DECK 'SIMPSON'BL52-W4 GALVANIZED JOIST -401.01 50ALE:5/4°=I'-0° '>-401.^vl 5GALE:3/4°=1'-O° (FOR 2 FLY BM) HANbER DESIGN DETAILS -I-SHEATHING AS (2)I/2'm NOT DIPPED 6PLV. PER.-ON NOTES 5OLT5 m EA POST W OVER5IZED P.T.D.J.AS Z = W45NER5,END N!T PREBORID PAGE: SIDING MATERIAL AS FER PLAN IT L INTO BEAM,POST,DECK TIE 6 PER SECTION NOTES RIM BOARD ASSEMBLY TO FULLY POVERLAP FLASHING ry - SOLID B CGK m 12-L. PERMAGASi JOIST �L ASP A-401.01 (y SIY.PO TIE (I)I/2'm HD. TIIRU PLAN FLASXIN6 S/4'xb'P.T,DELKIN6 DECKB POST .END MIT RSFREBIORED INTO R OH ON PLAW FOR POST<DECK JOIST TE GAP SELTIDN/DETAILS) SIMF50N'ABA44 oRA NA6E DATE:10/30/23 12 OF 16 m cGLUMN BASe 4•x4•P.T.FOST 7-7 GRACE 51NPSON' - __ II POST BASE PER 12'm 50NOTLBE'FILLED II POST SIZE SOLIp W P. METAL DTi DECK TENSION MIN 40-P51) e t P.T.DELKIN6 JOISTS AS PER PLAN FASTENED W W JOIST FUSNIN6 It HY'SIMPSON' LONG HEAVT OUIY GAL. EOJAU LAG BOLTS m oz.INTO MUD SILL CIXNIER P.T.D1 AS PER FLAN BD,WHEN 1 Fq,ND.WALL PASTEN I.T.DECK RIM FLASNING W(y SS....x 5'LONG- AS PER RAN MAC Y ANCHORS m,I OL. EXIST, NEW FLVIIDATION WALL (� LEDGER CONNECTION DETAIL EXTERIOR WOOD DECK DETAIL /(1 COVERED PORCH DETAIL -401.01 SCALE,I•=I'-0° A-401.01 SCALE.5/4'=V-0' A-40I.01 SCALE:3/4°=1-O' GENERAL SYMBOL KEY: a O1 a � o �m _ 'L EXISTING NEW PARTIAL 1 I1T O TO BE DEMOLISHED I W F•v_� Y`IO FRAME(Lb.STL, W a EXISTING TO REMAIN WHENI N APPLILABLEI Wei NEW WOOD FRAME(L.e. NEW FOUNDATION WALL a W} STL.WIZEN A-PLIGABLE) D: F Z NEW I-HR FIRE RATED ® MIN(2)2"X4'5T TURAL O N WOOD FRAME(Lb.STL. FOST FOR 4'WALLS 'J 2} WHEN APPLICABLE) (MIN.(2 2•Xb•STRUCTURAL J POST FOR b'WALLS),USN Ir W C) NEW 2-HR FIRE RATED d O O WOOD FRAME STL. WHEN APPLICABLE) Z �co 2 J Go >O O I. A EXCAVATIONS SMALL NOT UNDERMINE EXIST.ADJACENT — — Q Z LL FCVI:OATION5 BY AN AM1GLE OF S•FRO�L'(£D OIJIvhRD AND (i'O'xB'P.T 61RDEfi N DOWNM1V/.RD FROM TI£BOTTOM L'F EX5nN6--ENT FOOTING 1 _ _ ly W 2 IF KATBR ENLOUNJERED OARN5 PLV WN6 OF CONL-EXCAVATION HALL �, T'1 S SE DEHATERED.THE POLR SITE$MALL REMAIN DRY FOR B I-7 ILD ENn� t�P0.R CANTALr ARLHITELr WrEN WATER O 5. POAREO CONCRETE SHALL BE KEPT MOIST FOR A MIN.OF 14 DAYS 4. ALL FOMDATION WORK SHALL EE bp00 P51 PO RED LONLREtE AT \ OH DAYS A!ID SHALL CONFORM TO THE CURRENT ACI 91H LODE W 5. ALL REIN'FORLET'ENf BARS SHALL BE DEFORMED EPDXY COATED / CARBON STEEL ASTMA615 GRADE 60.YVNP1 FOR SLAPS DO NOT M1®TO BE EPDXY COATED U b. UON.R®AR LAPS SHALL BQ A MIN OP 40 DIAMETERS.ALL LAPS / \ H SHALL BE STA56ERED � 1`--3'-b•—! � 2 J T. PROVIDE MECHANICAL DEVICES TO MOLD STEEL I HARDWARE IN ———— f.1 PLACE AT TIME OF POURING 1 MAINTAIN REOl—CLEARANCES, r I •• •. •. ' LOJERAf�E6,AND PLLN0NE55 j . r-'--- ------- 8.L��JWIL LLNFOWM TO ASTM 153 FOR STMIDARD— I I 1 STRULn TO REMAM; NO CHANGE UNDER I I� '. rws AFPLIcnnoN I� I r• I LL . I .: I / I. THESE SPECIFICATIONS SHALL AFFLY FOR THE PWRIN6 OF LOM1LRETE IN TEMFERAi RE5 LRDER 45•F IF THAT TB ERAME HAS SEEN 51FTAINEO FOR A 24 XL1.R PERIOD OR MORE I I g R LI 2. SPELIFIOTY OF CONCRETE DESIGN MIX SHALL BE BY OTHERSTc Au4. IN NO LASE SHALL WNCRETE BE PLACED ON FROM GROUND/ I - L ————————J — WITHIN 10'F OF _A$REOm CONCRETEBEPLACEDONICEORSNOW r ——————————————— f$J 2'.T'P.T.NOR. T�'YB'P.T.OF HEAT BLANKETS OR I PERMITTED hHEN NECESSARY. !BW b'FaimAi �v.ALL I •� I -I T. FORMWORK SHALL BE AT A MIN TEMFERATLRE OF 55•F OR Hl— w U W AND SHALL BE WITHIN 10'F OF CONCRETE TEMPERATLRE. I e•+ EOOTINb 4 I mI II I LL B.CONCRETE Bf1ALL BE AIR ENTRAINEO FOR COLD HEATHER P INS. Rx- I y a a 1 o O r.-NCICDRma—,ORROSIVE ACCELE NT AOMIXTLR^'S ARE P. P TTED TO BE PLDED TO CONCRETE MIXTLRE AS PER-1 SOS D< B < v I O O (asTM ua41c w4M.TYFfs c ANs EJ. a 'Sry S'-'�I $• s• °' I ml - g e I '�� 10.LONSLLT ARCHITECT WHEN STEEL EMBmDMENT CROSS SECTIONAL AREAS EXCEED ONE EOIIARE INCH ; P^�,� FROVDE SIMPSON LLI II. ONCE LONLREi2 IS PLACED.CONCRETE SHALL NOT SE EXPOSID I ry I `MANGERS TO ALL FJ I u W TO REPEATED FR—INS Alm TNAW N5 UNTIL CONCRETE HAS , ' I I L REACHED A LOMPRE —STRENSTH 0=80D PSI. I : TRP.D'Xb• I / I].PLALEM !TEo-tP6t4TRE5 SHALL LOl�O2 TO—1 SOb I 9'-r 9'-r H•-r 9•-r o T-�'i -1 mrl > I a IT5•Xa.S•LVL DRP.I I HAir-xROs�:vPMPs NI- J [3�LTs.�IlecTs�L-vRL L J L J L J ta7 LTL_.ne -�m LJ-- LJ LIJ L I POLKA P I . I LL> Wl LL Q j El Q 9 $ Q \ o 0 9 liL LJ RF:2 e• S, LLI - 8. I I \ PROJECT: g I TREIBER RENOVATION 1 I r---- - ----------------- --:- lip -------------� 1 L------------ ---i.' '---- -------'------- L'j 405 RACKETT S COUR T .. .- ..•:. •.. .. ,•. ...r o ---------------------- N ORIENT,N.Y.11957 L...-------------- O�— 1 NDRAWING TITLE: PROPOSED STRUCTURAL PLAN 3_XIO•_.T. j- unri�Mw s sTRlrssc5l \ 5•j — — —4-g — — — — — ---- PAGE: 1 +' 1 / ••�� '--�``��_i�, /`-��`_._/�\�._i �_�� \,�./r ��i.\_/.,` j�\-✓�� ._i`\ `Jim,\ PAGE: PROPOSED FOUNDATION STRUCTURAL PLAN S-101.01 SCALE:I/4°=I'-O° DATE:10/30/23 13 OF 16 GENERAL SYMBOL KEY: a p zm NEW PARTIAL HEIGHT O _ EXISTING-TO BE DEMOLISHED F--.--1 I..y,00 FRAME(L.6 STL W m a EXISTING TO REMAIN FH WAPPLIGABLEI J a I�� NEW WOOD FRAME(Lb. NEW FOUNDATION WLLL Q W} STL.WHEN APPLICABLE) 2 !- NEW I-HR FIRE RATED ® MIN.(Z 2"x4'STRRAL p N WOGD FRAME(L.6.STL. POST FOR 4'Y14LL5 U�, J Z UCN VJgN APPLICABLE) (MIN.ex,2•x6•STRUCTURAL J } F N Y POST FOR b'WALLS),UAN. M p NEw 2-HR FIRE RATED (L U)cr WOOD FRAME L STL. IiHEN APPLICABLE) } a m O 2 p r D: a W Q J J� Z a fD O Q Z d IUL J N LL W tl) N p N �5s it W = J U J so• � I way. Q ovEN I a / � — OJ 2'�Ic'Hvz (2i 2•:io'�mR. ' MODIFIED -,p I W KITCHEN \ u u t / 0_ ❑ G S.F. I \ me L ' / � o I@Yi 5410 O.G.IM&4L1 I I I / ®� ❑ Q 1. LL� E11 I.T3'X95'LVL DRP.HDR I NEW PWOR. I 5---'sT w Q YH2AP WITH DOW PIR Ix � O 1 DEL.P OST I I OBL POST I� G F `TPL POST TPL.POST �\D P. O a N \ll 1 NEW MASTER O I M BA i `1 D OOM 1 lo I LL� 1� 1I os ROOM I N n MODIFIED I� DININss RGGM -. I N a y LL NEW T 451100'FJ.(DPXa FIRI P I °j O Z' 2. rylz Ib'OL, n m I Ln o, DBL P09 D rl u,l I I I ; ,2 Q O / SS'xl0•—T UNDER WALL AeP/E I _ 'N MODIFIED =I p DBL PosTJ W 2•xlo.�mR I m LA`SR E�I " c n fly ffTT 200 SF. M.POST 95'x10'JO19T _HD G 2t10•W R /\-�F o ss•xlc.IolsT usER Wa.L Aewe--� DBL POST / PROJECT: OBL POST I tt LL TN IN � � TREIBER RENOVATION S.LIV N61 ROOM I Q 1eE0O�'.S€F m lO I O NE�SVNRF. O p NDi 95'.lo'FJ.(OOU6 FIR) S I m Z It x o Ib'OL. wo I q of I Im Im i 405 RACKETT�S COURT n �I = Io x ORIENT,N.Y.11957 DRAWING TITLE: m.POST PROPOSED STRUCTURAL PLAN NEW COVERED PORCH EH�---2 I,TS"xI ID'13'30E 6P LAM NDR.✓R4=I W Wf A:E PAGE: S-102.00 PROPOSED FIRST FLOOR STRUCTURAL PLAN DATE:10/310 14 OF 16 GENERAL SYMBOL KEY: °' a c" a F p m _ NEW PARTIAL HEIGHT W 2 O EXISTINE TO BE DEMOLISHED 1--T.--1 &JILi uP ROOFS : ...�I WOOD FRAME(Lb STL EX1571NO TO REMAIN WHEN APPLICABLE) 3'x6'RR RIPPED TO 45' W Lu WOOD FRAME(L.6. I SPRAY FOAM IN°a1LATION NI a W rNEW FOUNDATION WALL 4B''RR •r/INGW5TL.WHEN APPLICABLE) N NEI,I-HR FIRE RATED PO5T FOR 4'WALLSOMIN.(2)2'x4'STRUCTURALWOOD FRAME(L.6.STL. APPLICABLE) (MIN.(Z 2'x6'STRUCTURALPOST FOR W WALLS),VON. (n U h VNEW 2-HR FIRE RATEDO O O WOOD FRAME(L.6.5TL. ImEN APPLICABLE) FZ am a =NEW 3'a8'RR O 16'OL. O 16'O Z uj 2 W DBL POST I I a J J Go*o --- — Z O1(O DBL. Y oeL POST POST Z Y P I a Z.-i - - - - - , - - - - - 3•xB•L� II W(n MODIFIED I MODIFIED <q I r Q>N B 114455F. — — — — BE505F.4 Ka Y va" cl J O a I 3 OL 5WL0 •O YRAP W IX DONS FIR � I B `a1 EWLO €W DBL POST < HL. W. NE.36 O•G.J 3 NEW (Z 3'xl3•RIDES U� NEw 5B 5F.O O a I6'O` OBL POST I ;• I y II oeL Posy I I MO16 DIFIED I �� p •� BEDROOM 2 W 3'xB'cJ n pV7 t.Ea 1S:B• r- I b'OZ. BArHRODM e2 I WRAP W Ix DOU6IFIR P. T3 SF. I II I Gw DBL�POST� t912'KIO�HDR -------------------------- OQ I N I f Q I I at 5LL f� 00 PROPOSED SECOND FLOOR STRUCTURAL PLAN 2 Ih SCALE:1/4' 1'-0' f � 05 r———————————————— ———————————————— Ij II PROJECT: I B TREIBER I RENOVATION I I I I NEW 2'x10'RR NEW 3110• R V p p o 16'OL. O 16'O I 405 RACKET7'S COURT n m I ORIENT,N.Y.11957 I �a II I DRAWING TITLE: I I � rc II PROPOSED STRUCTURAL PLAN I _ (2)3'x13'RIDGE I � II PAGE: I � I S-103.00 I I T• I DATE:10/30/23 15 OF 16 I I I I \J,— I_j I —---------------—JL------- PROPOSED ROOF FRAMING PLAN SCALE:1/4° a °' Q U p k-m Z O N J H a Q Wr o V)z J S} �4'FRESH AIR VENT J f J IL ThRLV6H RGGF F W Y Q S O a vm Z I O 1 S � Z W' 1 Q W J J 4O BATFROON,•i BAT .•D ______ __T_----,__I_ I Z tD I I LCI.2= ¢p LALNDRY A YHIN6 J 2'1 I 2'i U �" SHALL LOI.FOd•I Q Z I i0 LDLAL p 1 1 1 FROVICE'A�SLO FP:OO FR PLN'91N6 LODC LL J N S 12•I I 12• At.?i FOAM•(OR R£L 6A5 W(C AT PELr) 1 I 1 I AT ALL NETRATIONS IN IN F—FIRE � r=� FALOOR�/LEIL H65.PROD.GT PIPIN6 PENETRATIONS O Q j' ISHCWER I I-i' 151pWER I LONFORH6 TO ASTM E 914, - L PROVIDE'ABESLO FF200 FA .i g O I I I ASTM E 94,Alm LL I4T9 ExPANpIN6 FOAM•(OR EOJAL) G.O. 1 AT ALL PENETRATIONS AT WALLS Alm FLOORS/LEILIN65. VERIFY Blg 2.PROOULT LONFORMi TO ABTM E 2' __-_-- - _ w MAW, ai4,ASTM E b4,Alm UL 1419 W MASTER BATH ___i MIDRGOM HALF,-__P� � Er iI DA--1 , LCLAL PLUMBI LODE nmT N M.,, U 2,1 2'I 2.1 1 I ,•I 2.1 J I � I �I12 LALEAN OUi = .U.1 yHj I I 2• 12• I s I I s RE09 N vERIFr sI.R L) J - I 1 EXIST.FAA.TO K w MAW. 1 I I REMAIN VERIFY SIZE VENT Q VERIFY SIB 1 NB 1 DW Dy.� C 6A5 SI,PPLY RECaJLATOR LA. 4• VERIFY 51� 4•HOUSE N MAW. N MAIN DRAIN L.O. rAS TO� MAINbl a° TO SEPTIL 3 SYSTEM PLUMBING RISER - DRAIN / WASTE / VENT GAS RISER - SUPPLY SCALE:NTS 51,ALE:NT5 f F dt 03 5 ri LR ff Y Qo f 0 05 o a PROJECT: K8 IB ATHROOM•I I L� Io AE RE R TREIBER0BATOO •2 DRY RENOVATION � 405 RACKETTS COURT Ty ORIENT,N.Y.1 II� ; II V pQ II; PROVIpE'ABED FP200 FR IU I IZ WL.q I IU 1U z11U T ALL(PENETRATIONS N PIRG „1'n M Iry SHOWER �+ iTl'c �I'' SHOWER "I 1" DRAWING TITLE: ,I _ _ _ .I n -1- FRLnTE�ic� NeS FRooucT PLUMBING RISER DIAGRAMS I GAS RISER DIAGRAM MASTER BATH TLHEN MIDROOM HALF 9ATH 11 II J qa pa II Qa PAGE: P-10100 p�D] OL I II 1I ZI I ; INTERIOR SHfiLFF hL.•QI 1UI IU 21 IUI; I" II tl lV YI IJ Wc,°Q FOR HOSE BIB ■ Iry Iry Iry .1 4 EWER I I' NEW FRE',=2E PROOF ftlSE BIB ..JJ DWPIALWn BREAK F(PRELISE- PA-+� B TENERS LDC—TBs.IN FIELD- DATE:10/30/23 16 OF 16 - - - --- --- La.' 7 W OIw LONTELT TO -L- N£H WATER I I SLPPLY SYSTEM I ([u 1 1 rD PRlvnre m � ALL PLUHEtINS WGRK SHALL LONFORM TO ,� LocAL PLurBIw cope PLUMBING RISER - SUPPLY SCALE:NTS ELEGTkIGAL SYMBOL KEY: a O1 a c� ~ �,y w zo ' frn aw naarvnn � wu�ue mswrtw°rrim•e W :3 a J -a m ——————————— o 00m it ® � =M,m I ® I >co o --- L---- zrnm -------- — ---- r ---------- --------------- z--r00 / , I aza FPO I ¢J N it li ----------- o o m I 1 f f i I BASEMENT 1 I I I i i i i I j I I w it EXI6TIN6 h\ yh\ BASEMENT / � /yI'� Y I F I 1 1 1 ft \1 II I I Q I I I I rod r 7 I rod I I J ILJ LJ / LJ I I 1\ LDJ LaDJ L J \L 1\ i tl I I Plco NEW DN t ! 1 1 I To�- I I I I I I I Na E \\ I 1\ 1\ LDJ 151 IS 1\ I ELTRIL NOTES I I < \ g0' ALL OVTLET5 IN BEDROOMS AND KITCHEN --__-_ ' _----_ I -- -- -- OVEN • To SWIIGNEaS TOOTAVE DIMMERS � o �w •MKOITDGXEN� 'INTERNET B \ . (---- ------------ -------- ----------- -THRO6HOUTHOUSE4POOLHOUSEWrRo' TOMBRETA TOEODED L ______ ----------------- wO0 _ — oQi � x BATHROOM \ H ❑ Zx PROPOSED FOUNDATION ELECTRIC PLAN ' t aLL \ SCALE:I/4' I'-O°1 r - / I ! oti x I 1 \ ® NBT DN $o 4--Y LALEILIY rLi:l/ _f2 _ _ J 1 � � • � _— 1 — — ! MODIFIED MODIFIED MODIFIED J.�� // 1 �� MJDROOM p — BEDROOM — — 1 l— DININ6ROOM PROJECT: Yll TREIBER RIMG-----------<� RENOVATION 1\ , 0 � OO LAE�iLLrt�G BEDROOM TT�� 405 RACKETT S COURT _ i a —' ORIENT,N.Y.11957 / GL. _ IF,CH Y \\\ \ DRAWING TITLE: FK A LVJ \\ I ELECTRICAL PLANS r / I F7C � \ / To 51�70H ABOVE To BHTI/A�\ PROPOSED 1 l HATL LA - / \\\ \ 11 FOYER \ LE LI mop—i—j illo11 NN \ 1 I PAGE: 1 / \ \\ _ PROPosED yy I� / y 1 I ssiup I - /- - -x - I- \ I , E-101.00 t / I TO SKITLH —` I ± � I SMOK \\\ X LIVIN6ROOM \\\ \ �_ TO SWTLH \\� ffaO — DATE:10/30/23 v ELEGTRIG NOTES PROPOSED ALL LVTL IN 5WIRUOOMS AND KITCHEN L,O,�EREp TO BE S OUTLETS P H ALL SWI TH A TO HAVE O BE RS ❑ NEW DN ❑ "W OLISH SMART HOME TO BE PROVIDED T TERNET O HOUSE 6 POOL HOUSE INTERNET TO BE RALK PROPOSED SECOND FLOOR ELEGTRIG PLAN SOA-r.1/4'-1'-0' PROPOSED FIRST FLOOR ELECTRIC, PLAN SOAI-M 1/4' I'-C' SITE LAYOUT NOTES: AFFAOVEO AS lOTEp Blower door I. THIS IS AN ARCHITECT'S 51TE PLAN $ IS oA v��,. 3 #'Ind ductworkV < V Q � SUBJECT TO VERIFICATION BY A LICENSED S•p.� �� OCCUPANCY O "� SURVEYOR. THE INFORMATION v 1 _ � �S�� eS�iri�a��u�red� J �� ` w Z O REPRESENTED ON THI5 51 TE PLAN 15 TO THE -�•�«.•..�......,8Y; USE S E C UNLAWFUL f /� [I i ARCHITECT'S BEST OF KNOWLEDGE. IVOTi SUILD NG DEPgA.-I v V '1@ L/0 ( �J J �"� 631-7MIS02 SAM SAT I" W r-I � TO 4PM F �' ' �� 2. 5URVEY INFORMATION wA5 OBTAINED FOLLOWING INSPECTIONS:FOR �WITHOUT CERTIFICATE � ,,.,i. ,�,..*.��?'�+ �,� � W >: FROM A SURVEY DATED AUGUST 50, 2021 tvanun1,sit AND PREPARED BY: V rt• FOUNDATION-TWO REQUjRZD OF T UPAN Cl' a �� r r •. Z �j FOR POURED CONCRETE !" ' ` `�P`" O cn J05HUA WICKS LAND SURVEYING (l" "' i Z 2. ROUGH•FRAMING&PLtnUI9tNti � «^ d. 14 TRAINOR AVENUE 3. INSULATION O CENTER MORIGHES, N.Y. 11934 4. FINAL-CONSTR(JCnONMUST T � 0 LO � (631) 405-&10& tal c-rterf or lighting BE COMPLETE FOR C.O. F R 0 J E� f DATA : F A 0 E <E O O O ALL PLUMBING a z � m Installed,replaced of REQ�NS7RUCtION StiALi,MEET ` �`.' Wl 'H ° � �,��. � ,�_ �' �;%1�5 (�� ALL PLUMBING WASTE SITE PLAN HATCH KEY: EMENT$OFTHECO�SOFNEW -1K S AT" &WATER LINES NEED -QQ I •QQ PROJECT LOCATION & SCOPE O repaired shall conform YORK STATE, NOT RESPONSIBLE FOR F� JUIRRD AN TOwN CODES TESTING BEFORE COVERING PROJECT / ZONING DATA SITE PLAN & ZONING DATA = � PROPOSED BUILDING ADDITION to Chapter172 DESItIpRCc�N�DTONEggO� TESTING OF of the Town Code ,-_ , ---- - -- Lu ® PROPOSED ACCESSORY STRUCTURE SO �LD TOWN ZBA -� TAX MAP # 1000-17-06-08 Q _W.1 SOUTHOLDT04VNPLANN'V,BOARD ZONING DISTRICT R-40 NON-CONFORMING (5=OQ2 .00 GENERAL NOTES J 00 PROPOSED 2ND STORY TRUSS PLACARDING REQUIRED SOUTHOLD TONJN TRUSTEES Z wt wt C) PLUMBER CERTIFICATION ENERGY TABLE DEC ON LEAD CONTENT BEFORE LOT AREA 0.5 ACRES r-I 'H "<��^' "~�" CERTIFICATE OF OCCUPANCY STRUCTURAL DESIGN CHARTS Y `� O GofO - DWELLING DETACHED . #3734.7. 12/15/2014 Z � 4 SOLDER USED IN WATER GAR GARAGE _ a Z TA PST/!N STORM WATER RUNOFF SUPPLY SYSTEM CANNOT CofO - DWELLING ADDITION #ZI005&; 08/01/IaBO (56005.00 HOLDOWN, ANCHOR BOLT, m J C� PURSUANT TO CHAPTER 236 EXCEED 2110 OF 1%LEAD. STRAPPING & NAILING DETAILS Luj TA OF THE TOWN CODE, CofO - INGROUND POOL #211137; 0&/17/1982 O Q LO FASTENING SCHEDULE 532°44'50"W 147.00' SOUTHOLD TOWN HPG RESOLUTION #11.23.21; AMENDED � J Q 0a.25.22 �g®0�•0® FRAMING GRAPHICS SUFFOLK COUNTY HD APPROVAL RIO-0-0057 BEAM CONNECTION PATTERNS cv O BEDROOMS ui EXIST. SEPTIC SYSTEM TO W BE ABANDONED PER --- FIREBLOCKING DETAILS 0: u�i I 26.5` SGDHS STANDARDS - I EXISTING EXISTING HABITABLE GROSS �s I ® I •®0 � SPACE AREA PROPOSED DEMOLITION PLANS w FIRST FLOOR AREA 1,401.5 S.F. 1,401.5 S.F. H I I v EXISTING 2 GAR = GARAGE; PROPOSED \ J SECOND FLOOR AREA 942 S.F. 942 S.F. U J N POOL HOUSE UNDER \ i-_ I AREA TOTALS 2,545.5 S.F. 2,343.5 S.F. - I Q� •QQ PROPOSED FOUNDATION PLAN Q SEPARATE APPLICATION -- PROPOSED 5000 i PROPOSED PROPOSED EXISTING INGROUND BURIED PROPANE TANK HABITABLE GROSS POOL (100'-0" FROM i i SPACE AREA PROPOSED WATER WELL) FIRST FLOOR AREA 2,104.1 S.F. 2,104.1 S.F. 297 �� 15 4 S.F. A- ®�•®Q PROPOSED FIRST FLOOR PLAN ` SECOND FLOOR AREA 1,0 F. z_ AREA TOTALS ui 3,IIQ.5 S.F. 3,I1a.5 S.F. \ A- 104.00 I NEw L.P. w I =_- - PROPOSED SECOND FLOOR PLAN XI5TINO PORTION OF SOUTHOLD TOWN CODE 280-207 (A)(1) HOME EXTENDING - PAST SETBACK; NO LOT SIZE / AREA IN EXCESS 22,545.0 S.F. 2,545.0 S.F. ALLOWABLE TOTAL G ANGE IN WALLS OR OF 20,000 62.7' ROOF _ J _ OF GFA - - EXISTING (0) LOTS CONTAINING UP TO 4,350 S.F. MAX. " r PROPOSED EXTERIOR ELEVATIONS ' - 30;JOO S.F. Q �' ALLOWABLE S.F. / PLUS 109b 3,350.0 S.F. 254.5 S.F. 3,604.5 S.F. 3,IIQ.5 S.F. 50' REAR YARD SETBACK NE 4 5 OF EXCESS LOT AREA MIN. ---- - - 00 0 _ NEw L.P. o \ �t-2®2 •�1�o PROPOSED EXTERIOR ELEVATIONS I • '� I LOT GOVERAOE NEW SEPTIC SYSTEM O 2 O' DE50RIPTION (FOOTPRINT) AREA GO E RAGE - / 8.8' -�Q •®Q BUILDING SECTIONS TOTAL LOT AREA 22 545.0 S.F. Q I EX!5TING DWELLING 1,400.0 S.F. 6.295 lIl f EXISTING 51NOLE iu EXISTING DETACHED GARAGE I 5&5.0 S.F. 2.69b - 0I .®0 DESIGN DETAILS Q FAMILY RESIDENCE; 2 STORIES r EXISTING INGROUND POOL 670.0 S.F. 3.0% � Ul (V Q -- Z > I PROPOSED DWELLING ADDITION -700.0 S.F. 5.1% w a --- - Q PROPOSED COVERED PORCH 100.0 S.F. 0.4% 0 > i I PROPOSED � 0 \N SECOND STORY ,� TOTAL AREA OF ALL STRUCTURES 3455.0 S.F. 15.5% �c O I .00 PROPOSED STRUCTURAL PLANS NEV4 \O ADDITION "MAXIMUM LOT COVERAGE ALLOWED - 20% O w 3 REQUIRED SETBACKS - MAIN BUILDING S_ I ®� •0® a w o/ PROPOSED STRUCTURAL PLANS o >_ ui PROPOSED I ------ - --- - --- - ------ -- STORY ADDITION PROJECT: Ll REQUIRED EXIST. PROPOSED COMPLIES FRONT YARD 40.0' 64.8' 66.0' YES - I ®5. PROPOSED PROPOSED STRUCTURAL PLANS TR E I B E R zCOVERED PORCH SIDE YARD 15.0' 55.5' la.b' YES RENOVATION BOTH SIDE YARDS 35.0' lI 96.2' 82.3' YES i I I REAR YARD s0.0' II 45.1' 50.2' YES I ®� ®® DWV/ WATER SUPPLY RISER , u GAS RISER 405 RACKETY S COURT ORIENT, N.Y. 11957 DRAWING TITLE: 40 FRONT YARD SETBACK , , -- ---- _ :. �- PEEL E � PROJECT LOCATION & SCOPE �z PROP. - I I SITE PLAN & ZONING DATA w w `' m ,^ 8 i .�itG. 4• �•`vq 1 N�, u. .flM�v` � 1,� �ay] „�,' N1 r �W c PAGE: DRAINAGE SYSTEM CALCULATIONS: NEW IMPERVIOUS SURFACES= 2,204 5cL. Ft. ` 2,204 Sq•. Ft. X 0.17= 374.7 g' "'' __ - I G-00J. 00 374.7/42.2= 8.a VERTICAL FT. OF 8 DIA POOL REQUIRED PROVIDE 2) &' DIA. X 5' STORM DRAIN POOLS EXIST. WELL TO BE DRAINAGE SYSTEM NOTE: .. Ia *.GY' ABANDONED UTILIZE DRYWELLS INSTALLED AT PROPERTY WITHIN THE ( �' " ' w - `d �" ""' �''"�'4 - � - -� s ''-'". + _ - ..�' � DATE: LAST 5 YEARS ,r Y - -� . _ «_ ++ " 2/22/2 1 OF 16 CONTACT ARCHITECT I F DRY LLS CANNOT •.. "' ;°".' °; - l-"� C' ' -� _ •, ` - WE T SUPPORT �> DRAINAGE SYSTEM CALCULATIONS FOR NEW ROOF AREAS • CONNECT ALL GUTTER LEADERS TO NEAREST DRY WELL I �t 4 ` • ` -'-"-'� "". - _ _ e` +.+ T � t_' $ .. ,'.aw w- � ��"y.^yy'efi' Y s 1#m ! ', . .. i.+--.--_.._._....--.T__- --_�i.+t`-�- ~�.i�• ...__. ............._.._-....-. ..�. .# �'` Y.�.,_ . �» •+.,�- -� ye ..M-, E-- r .. . �=•, ~_ QED/�F� • �, -� ,__��• �_ � --_-__ _- - � � � � � � � � A w �� yw �'�'^' r"- "t as r' i. r,.,.....-.. I_.IIi��P � ��. {,,,� N32°44'S0"E ..-I" I .I_I'"� =1g'" ,p �0 R A G K E T T S G O U R T 147.0 =1 . I � . � -'� „';,�*a' ,- •. _ ~1- -IMF :l1� � r , ,,,�;-�, a- ..�.r, :e i,3 1---.,-^ 3�„ �_�:---• '� '} tr'-�-•-"*°'---T- S�F." � a,i •;} � .,ra 1� W SCALE: 1" = 10'-0"SITE FLAN �3i4�3 �C9 LOCATION MAP Y SCALE: NTS NOTES � SFEG I F I GAT I ONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION, CONCRETE, AND MASONRY ABBRE Y I AT I O NS Q IT 15 THE CONTRACTORS RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDER I. ALL LUMBER SHALL BE DOU6LA5 FIR LARCH #2 BETTER (Flo = 875) UNLESS THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT ----- - Q 0 TOGETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTORS RESPONSIBILITY TO READ ALL NOTES, OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE BD. BOARD IN5UL. 1 INSULATION - O H 0) SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING SUB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF ---- _ 2. ALL LUMBER IN CRAWL SPACES TO BE I5" ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. [BFE -][BASE FLOOD ELEVATION INT. INTERIOR W Z O &" MIN. FOUNDATION EXPOSURE. A&ENGY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR _ W = N GREATER STRUCTURAL SAFETY OR DURABILITY,SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL -j '�i GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT BLDG. BUILDING K KIPS (1000 LB5) �_ Tl I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb",UNLE55 (1) 2"xb" W APPLICABLE BUILDING DEPARTMENT. (THIS DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (I) TON/50. FT.,U.O.N. BM BEAM MANU. SPEC,5 � MANUFACTURER 5 SPEGIFIGATIONS Q W � I5 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCILS WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT, AS __ 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. APPLICABLE AS A DERIVED WORK). 4. FOOTINGS TO REST A MIN. OF 4'-O" BELOW GRADE, UNLESS B.O. BOTTOM OF MAX. MAXIMUM Z ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING 4. AT FLUSH FRAMING USE Ib GAGE METAL JOISTS HANGERS BY "TEGO" OR OTHERWISE NOTED -_- __ �� - (n STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. EQUAL. 1. IDENTIFICATION: ALL SOLID-SAWN LUMBER,GLUED LAMINATED TIMBER, BOTTOM MECHANICAL ..J ;�BOT. MEGH. PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. WALL5 TO BE POURED CONCRETE OF 51ZE SHOWN ON DRAWIN65, U.O.N. ___ . ____ _ __ __ _ _J 3. ALL WORK SHALL CONFORM TO NATIONAL,STATE, AND LOCAL CODES 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES,GYPSUM, HARDBOARD, AND STRUCTURAL B.O.W. BOTTOM OF WALL MIN. MINIMUM _1 H Y FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING b. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS AND AUTHORITIES HAVING JURISDICTION. RULES SPECIFIED IN I.I THROUGH I.B. UNTIL I� TIER OF FRAMING IS IN PLACE. X Q O 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATHTUBS, G.J. GEILIN6 J015T � NAVD88 NORTH AMERIGAN VERTICAL DATUM OF 1988 1 O O O 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, "I. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DR:AWINOS. - d LA Ix OF THE OWNER/BUILDER INGLUDIN6 END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED COL. ][COLUMN NYC BG NEW YORK CITY BUILDING CODE "I. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE 6RADEMARK OF A LUMBER 6R:ADING OR INSPECTION AGENCY 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES,ETC. TO BE FILLED - - _- - ZO 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/ORBEFORE JOB CONDITIONS WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE SOLID WITH CONCRETE. CONT. CONTINUOUS O.G. ON CENTER SHALL BE CLARIFIED WITH THE ARGHITEGT/ENGINEER BEFORE PROCEEDING &. MIN. HEADER TO BE (2) 2"xIO" UNLE55 OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE H a WITH THE WORK. GR:ADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PACE 0-005. DBL. DOUBLE OCG. OCCUPANCY q, ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE CR:ADIN6 AGENCY WHICH COMPLIES WITH THE Z b. NO DEVIATIONS OR GRANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE pT REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qq. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 DFE DESIGN FLOOD ELEVATION �PBFE PRELIMINARY BASE FLOOD ELEVATION Q W UNLE55 APPROVED BY THE ARCHITECT/ENGINEER. DAYS OF 4,000 P.S.I., U.O.N. J 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET DIM. DIMENSION P. GONG. POURED CONCRETE J 00 �. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PAGE G-003. GENERALLY,5HEATHING I5 OF 1/2" THICKNESS ON WALLS AND THE PROVISIONS OF AN51/ALTO A I q0.1 STRUCTURAL GLUED LAMINATED II. GONG. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH Q BEFORE THE START OF FRAMING ROOF AND 15 OF GDX GRADE,UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER D.J. DECK JOISTS PL. PLATE Z 0) (0 LOCAL CODES. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN E _ - - J Iri Tj 8. DRY WELLS AS REQUIRED E3Y STATE AND L APPLICABLE. 1.5. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. A. EACH 11 PLYWD. PLYWOOD Y �-I Q WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM D5055 Z � �. cf.. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE 11. SUB FLOORING, GENERALLY,TO BE OF 3/4 ELEV. [_ELEVATION P.T. PRESSURE TREATED THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - Q Z vi NAILING AS PER FASTENING 50HEDULE ON PAGE 6-003 AND GLUED,U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THI5 (1) WALL TIE PER (3) 50. FT. 10.CERTIFICATES, ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, EQUIP. EQUIPMENT REQ'D REQUIRED _1 LLLL W GERTIFIGATES, CERT. OF OGUJPANGY OR COMPLETION AND U.L. APPROVAL DOCUMENT, THE GOVERNING BUILDING GORE AND ANY ADDITIONAL 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, EXIST. EXISTING � RI RISER � � _ � 11. THESE SET OF DRAWIN65 ARE THE PROPERTY OF ANTHONY PORTILLO, RA APPROVED EQUAL. EVALUATION REPORT. MAX. 32'-O" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEI&HT5 AND AT 1.4.STRUCTURAL COMPOSITE LUMBER: 51NG,LE MEMBERS OR ASSEMBLIES 15. APPLY (1) COAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. EXT. EXTERIOR RM. ROOM O Q PERMISSION FROM THE ARCHITECT. _:::_:__:__� ,J Q 1. UNSUPPORTED EDGE SEAMS OF EXTERIOR 5HEATHING. U51NO STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2" ABOVE FINISH CRAVE. I ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF F.A.I. I FRESH AIR INTAKE R.R. ROOF RAFTER 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS 14. PROVIDE 'X' CROSS BRACING AT JOISTS,STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOGUMEN, THE 16. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES -- RESPONSIBLE FOR DEVON INTENT ONLY. EXCEED &'-O" AND AT EVERY &'-O". 60VERNIN6 BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS OF 40°F AND FALLING,UNLE55 APPROVED BY ARCHITECT/ENCINEER. NO FAR I FLOOR AREA RATIO 5TL. f STEEL SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY, f F.A.Y. ;FRESH AIR VENT ��/. SMART VENT W 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS,SEE ALSO PAGE 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 0-005. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED I.7. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY - - - -- = WOOD TRUSSES SHALL MEET THE PROVISIONS OF THI5 DOCUMENT, THE ARCHITECT/ ENGINEER. FF ! FINISHED FLOOR TBD TO BE DETERMINED I-- TIMES. AT THE COMPLETION OF WORK,THE CONTRACTOR SHALL REMOVE ALL L _ - I6. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS � RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN GLASS AND LEAVE WORK U NECESSARY. SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE 18. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND FF ELEV. FIRST FLOOR ELEVATION TEMP GL. � TEMPERED CLASS BROOM GLEAN. __ _ ___ _ _ W CONNECTED WOOD TRUSS CONSTRUCTION, THE TRUSS DESIGN DRAWINGS, WHERE EVER APPLICABLE. 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL 1-1. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 6-005. OR THE MANUFACTURER'S CODE EVALUATION REPORT. F.J. FLOOR JOISTS ��THK. THICK 1 = J LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES Iq. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A - - U J AND ORDINANCES. 0. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. 1.6. 6YPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. 10" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. FOUND. FOUNDATION T.O.W. TOP OF WALL GENERALLY,SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF A5TM C36 SPECIFICATION FOR GYPSUM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK _ 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A 16" SPAN. WALLBOARD, ASTM 03-1 SPECIFICATION FOR GYPSUM LATH,OR ASTM C7q CONCRETE SLABS TO HAVE bxb 10/10 WELDED WIRE REINFORCING. f FRCE � FLOOD RESISTANT CONSTRUCTION ELEVATION Tr TREAD < THE 5UB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER SPECIFICATION FOR GYPSUM SHEATHING BOARD. - , COMPLETION OF PROJECT. Iq. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED FR. FRAME �LTYP. TYPICAL -1 W� AS PER PAGE 0-003. 1."1. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN SOLID 4 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x b" -- -� 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, MEET THE PROVISIONS OF ANSI/AHA A135.4 BASIC HARDBOARD OF DEEP 4 3'-O" BELOW GRADE. FRPR. FIREPROOF U.D.N. UNLESS OTHERWISE NOTED ,- `' , ARGHITEGT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING ACCORDANCE w/AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD FTC. [FOOTING , VERT. VERTICAL ATTORNEYS FEES AR151NO OUT OF OR RESULTING FROM THE PERFORMANCE OF TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2Yo COPPER L8 STRUCTURAL PANELS: SITE WORK __ __ THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) METAL BY REPEATED BRJSHIN6, DIPPING, OR SOAKING UNTIL THE WOOD 1. STAKEOUT IS TO BE PERFORMED BY A LICENSED SURVEYOR GYP. BD. �YPSUM BOARD � Y.I.F. VERIFY IN FIELD l IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, 1.5.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL _ __ - INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE 15 A DISCREPANCY, H.D. HOLD DOWN W/ WITH ITSELF INCLUDING THE LOSS OR USE RESULTING THEREFROM). (B) IS CAUSED IN MANUFACTURER SUCH AS: HANGERS, NAILS,SCREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (PS U CONSTRUCTION AND RECEIVE CLARIFICATION FROM ARGHITEGT/ENGINEER PRIOR TO PROCEEDING. _-___--_ __ WHOLE OR IN PART BY ANY NEGLIGENT ULT OR OMISSION ). THE ETC. FOR LOCATIONS SUCH AS: LEDGER BD.,SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY HDR HEADER WD. l[WOOD -� \ ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. _ CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE STOCKPILE TOP501L OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING [HNGR HANGER EMPLOYED 8Y ANY OF THEM, OR ANYONE FOR WI-O5E ACTS ANY OF THEM MAY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. SITE. STOCKPILE ALL EXCAVATED MATERIALS. ZR ZONING RESOLUTION BE LIABLE REGARDLESS OF INHETHER OR NOT IT 15 CAUSED IN PART BY A 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS TREE A. TRUSS JOIST McMILLIAN I.qE MIGROLAM HOR. HORIZONTAL 1 PARTY INDEMNIFIED HEREUNDER. A. 6EORGIA PACIFIC 2.0E C-P LAM 1.6.2. ORIENTED-STRAND BOARD (O5B), WAFERBOARD ORIENTED-STRAND , P5L (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET ROOTS, ROCKS,AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE 15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING A. TRUSS JOIST MGMILLIAN 2.OE PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING ALL TO BE INSTALLED AS PER MANU. SPEC.'S PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT --- ¢ -- - _ OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. INSULATION 4 FENESTRATION REQU i REMENTS TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, 22 I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. APPLICABLE GORES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS FRAMING MATERIAL STANDARDS SECTION, THE 60VERNIN6 BUILDING CODE, _ AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL GLASS WINDOWS AND DOORS AUTHORIZATION OF THE ARGHITEGT/EN6INEER. CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A205.1 AND ANY I. ALL GLA55 TO BE INSULATED LOW-E,UNLESS OTHERWISE SPECIFIED. PROPOSED DESIGN CODE PRESCRIPTIVE VALUE REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S GODS COMPONENT COMPLIES 1q. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS 2. GLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER VALUE CITATION (PER 2020 NY5ECCC) NEEDED,UNLESS OTHERWISE SPECIFIED. ALL DIMEN51ONS AND CONDITIONS NO NOTCHES IN THE TOPE BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. CLEARANCES ARE PROVIDED. PERTAINING ARE TO BE FIELD VERIFIED. NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE - __ OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.&A. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS MAX.U-VALUE = 052 RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVI510N5 OF AN51/AHA AIg4.l GELLUL051G 3. ALL SLIDING GLA55 DOORS,SKYLIGHTS, AND ANY GLA55 UNIT INSTALLED FENESTRATION U-VALUE U-VALUE = 0.25 MAX.AIR LEAKAGE =0.30 GFM/SF YES NHI CONTRACTOR TO REMOVE 4 RELOCATE AS REQUIRED ALL EXISTING WORK EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM 0205 STANDARD SPECIFICATION FOR WITHIN IS OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED GLASS, AIR LEAKAGE = 0.3o GFM/5F PER R402.4.3 4 TABLE R402.1.4-CLIMATE ZONE 4 WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. UNLESS OTHERWISE r1OTED. -_ HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. 4. ALL GLAS5 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH GEILIN6 R-VALUE R-49 BATE INSULATION _�L MIN.R-VALUE = 49 21. ALL MATERIALS ARE TO EE INSTALLED AS PER MANUFACTURER'S PER TABLE R4o2.1.2-CLIMATE ZONE 4 YES SPECIFICATIONS,UNLE55 NOTED OTHERWISE. L8.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN MANUFACTURER'S SPEGIFIGATIONS. _ _ - _ _ 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. IR-49 SPRAY FOAM INSULATION ;MIN.R-VALUE = 49 MIDDLE ONE-THIRD OF THE STUD LENGTH.NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I FCATHEORAL GEILIN6 �________ 22. PROVIDE FIREBLOGKING ,AS PER NEW PORK AGGESSIBILITY STANDARDS. THE STUD LENGTH SHALL NOT EXCEED 25 OF THE ACTUAL DEPTH. BORED 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW PORK STATE VALUE 1"THICK(R='i/INCH) PER TABLE R402.1.2-CLIMATE ZONE 4 YES (PS- 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL ENERGY CONSERVATION CONSTRUCTION GORE. :1 25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION I _-_ - OF THE HOLE SHALL NOT BE CLOSER THAN 5/W TO THE EDGE OF THE STUD. EXTERIOR Wxb")WOOD 1 MIN.R-VALUE = 20(CAVITY) UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ,ARCHITECTURAL WORKS REPORTS. b. PROVIDE FLASHING PANS UNDER ALL SLIDING GLA55 DOORS, WINDOWS, OR FRAME WALL R.-VALUER-21 BATT INSULATION ;PER TABLE R402.I.2-CLIMATE ZONE 4 YES COPYRIGHT PROTECTION ACT' OF IggO (AWGPA), WHICH HAS SEVERE PENALTIES. NOTCHES AND HOLES SHALL NOT Or-CUR IN THE SAME GROSS-SECTION. ANY OTHER TYPE OF GLASS UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. 2 2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL � MIN R-VALUE = M25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM IS USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2."1. FLOOR R-VALUE R-30 BATE INSULATION YES CONTRACTORS ATTENTION IS DIRECTED TO THE APPLICABLE DETAILS, T ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL PER TABLE R402.I.2-CLIMATE ZONE 4 IE CODES AND REFERENCE STANDARD: NOTES,AND TABLES ON PACE 0-003 4 6-004. THE FASTENING SCHEDULE 22.1. BOLTS: BOLT5 SHALL COMPLY WITH ANSI/ASME B 15.2.1 SQUARE AND SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. COMPLIANCE STATEMENT: I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW PORK SPECIFIES THE REQ'D NAILING FOR THE SHEATHING (ANY NAILING HEX BO THE BEST OF MY KNOWLEDGE,BELIEF,AND PROFESSIONAL.W6MENT,THESE PLANS AND SPECIFICATIONS ARE IN ~ BOLTS AND SCREWS (INC(INCH SERIES). STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING 8. ALL GLASS IS TO BE FREE OF MANUFACTURER AND IMPERFECTIONS. GLAA COMPLIANCE WITH THE 2020 NY5 ENERGY CONSERVATION CONSTRUCTION CODE U51N6 CHAPTER 4(RE]. W NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. 2 STATE ENERGY CONSERVATION CONSTRUCTION GODS. 22.2. LAG SCREWS: LAG SCREWS OR LAG BOLTS SHALL COMPLY WITH ANSI/ SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. 5PEG.'s). A5ME 815.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). q. ALL WINDOW5 TO BE MARVIN. IF CONTRACTOR IS TO SUBSTITUTE WITH V 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING,CONNECTIONS OF HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUNDJFLOOR PLANS. ANOTHER WINDOW MANUFACTURER, IT IS THE RESPONSIBILITY OF THE WOOD FRAMING, AND CONNECTION TO FOUNDATION - 200 WOOD FRAME 2.2.5. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES 2b. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DE516N THE C ACTOR TO VERIFY THAT THE VINCHARACTERISTICSSPECIFIED. IE THE WINDOW MATCH (AFWA)JAMER MANUAL D THE AMERIGAN FOREST 4 PAPER ASSOCIATION WOOD P05TINO TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION, THE CHARACTERISTICS S ARIC5E OF THE MARVIN WINDOW SPECIFIED. THE (AF4PA) AMERIGAN WOOD COUNCIL (ANC). TREATED WOOD 4 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE 60VERNING BUILDING CODE,AND ANY ADDITIONAL REQUIREMENT5 GOU6H O E NINO, U ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, WALL w/STEEL SHIMS 4 A MIN. 5/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. ROUGH OPENING, U-FACTOR, LIGHT AREA,VENT AREA, AND EGRESS 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE SECURE w/(2) 1/2" 0 ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® REQUIREMENTS. Lii PLUMBIN6GODE. EXIST. WALLS 4 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND <Q ID. WINDOWS IN TUB/540WER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE POSTING 0 G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" GAGE ARE SPECIFIED, MINIMUM A5TM A653, STRUCTURAL QUALITY, TEMPERED CLASS. - 0 NIC MECHAAL CODE AND 2020 NEW YORK STATE FUEL GAS GORE . WIDE 3 COURSES OF 50LID BRICK MASONRY CENTERED ® POSTING, U.O.N.). GRADE 33 STEEL SHALL BE USED. OTHER METAL GONNEGTORS SHALL TABLE R501.1 HOWEVER, WHEN COLUMN OR POSTING IS PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY II. EXTERIOR 6LAZIN6 SHALL BE PROTECTED FROM WINDBORNE DEBRIS. 5. ALL ELECTRICAL WORK SHALL CONFORM TO 201-7 NATIONAL ELECTRIC IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS C M TIC, GEOGRAPHIC DESIGN CRITERIA PROJECT: CODE,NFPA-f0 AND 2020 NEW YORK STATE ENERGY CONSERVATION STANDARD SHEARWALL HARDWARE (W NOTED VALUES) 4 ANCHOR BOLTS, CODE EVALUATION REPORTS. M1551LE TEST OF ASTM Elggb S AND A5TM EISSb AS MODIFIED BY 2020 NY 50 GROUND SNOW LOAD 25 LBS GON5TRtr,TION CODE. U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" $ENT PLATE 5" LONG SECTION 501.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET w/b" RISE 4 w/(2) s/4"0 BOLT5 THROUGH CENTER LINE OF VERTICAL LEGS 2.2.5. NAILS: NAILS SHALL COMPLY WITH ASTM F I66� STANDARD THE REQUIREMENTS CF AN APPROVED IMPACT-RESISTANT STANDARD OR ALLOWABLE TR E I B E R SPECIFICATION FOR DRIVEN FASTENERS: NAILS,SPIKES, AND STAPLES. SET b" DIST.,U.O.N. - ADDITIONAL INFO. IS FOUND ON PAGE C-003. ANSI/DASMA 115. STRUCTURAL MEMBER BASIC WIND SPEED 130 MPH ,ENERALWIND PROTECTION CONNECTION NOTES: DEFLECT]ON RENOVATION ASPHALT ROOFING SHINGLES 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES - ADAPTEL FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL 12. AS AN ALTERNATIVE TO NOTE #II ABOVE, WOOD STRUCTURAL PANELS WITH EXPOSURE CATEGORY B GON5TRU�TION;55TD 10-qq AND 2018 550 HIGH WIND EDITION WOOD FRAME I. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-GLA55-A ASPHALT ROOFING SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE A THICKNESS OF N07 LESS THAN a" AND A SPAN OF NOT MORE THAN V SHALL RAFTERS HAVING SLOPES GREATER THEN 5/12 L/I80 GONSTRUiTION SHINGLES OR APPROVED EQUAL. AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND W/ NO FINISHED CEILING, ATTACHED TO RAFTERS I. A C(NTINUOUS LOAD PATHH BETWEEN FOOTINGS, FOUNDATION WALLS, MANUFACTURER'S CODE EVALUATION REPORTS. ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE SEISMIC DESIGN CATEGORY B _ FLOO5, STUDS AND ROOF FRAMING SHALL BE PROVIDED. 2. SHINGLES SHALL BE APPLIED OVER 15#3UILDING FELT,UNLESS 07HERWI5E 22-1 5GREW5: SCREWS SHALL COMPLY WITH AN51/ASME 5 15.6.1 PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS INTERIOR WALLS 4 PARTITIONS H/I80 2. APROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT NOTED. ALSO, CONTRACTORS OPTION TO A-FLY OAF-WEATHER-WATCH ICE WOOD50REWS (INCH SERIES). PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE WEATHERING SEVERE 405 RACKETT'S COURT AND WATER BARRIER FROM EDGE OF EAVE TO 24 INSIDE EXTERIOR WALL R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT INGUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL LINE. 4 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED FLOORS 4 PLASTERED CEILINGS L/360 BE BED IN ACCORDANCE: WITH MANUFACTURER'S RECOMMENDATIONS. ON THE I3UILDINC. FROST LINE DEPTH 3'-O ORIENT, N.Y. 11957 3. MEAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS E 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF EXPOSED 5. OTHER STRUCTURAL MEMBERS L/240 Dif`cCTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL CONSTRUCTION. MECHANICAL CONNECTIONS: TERMITE MODERATE TO HEAVY ARAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. 4. ROOFING 15 TO BE APPLIED IN STRIG"ACCORDANCE WITH MANUFACTURER'S I. ALL MECHANICAL CONNECTIONS SPECIFIED AS 'SIMPSON" MAY BE EXTERIOR WALLS Ivy./ PLASTER OR STUCCO FINISH H/360 DRAWIN--G TITLE: 4. WHRE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL SPECIFICATIONS. SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. GENERAL NOTES ICE BARRIER REQUIRED YES PLUMBING EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 SHATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE 5. NAILING OF ROOFING SHALL BE TO CODE. 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DWV) ENERGY TABLE PR PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS BY 'SIMPSON" MANUFACTURER. SYSTEMS TO NYS PLLMSING CODE AND NYS DEC REGULATIONS. AN AT LEAST ONE STUD AT EACH SIDE OF OPENING. 6. CORROSION RESISTANT II GAGE ROOFNG NAILS AND Ib GAGE STAPLES ARE EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 STRUCTURAL DESIGN CHARTS 5. RI9GE STRAPS SHALL BE. ATTACHED TO EACH PAIR OF OPPOSING PERMITTED 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES 2. PROVIDE HOT AND COLD SHUT OFF VALVES AT ALL FIXTURES. INDICATED IN 'SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL RAFTERS EXCEPT WHERE COLLAR TIES OF I"xb" OR 2"x4" LUMBER IS 7. PROVIDE (2) LAYERS OF 15# A5PHALIE3UILDIN6 FELT UNDERLAYMENT FOR LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY 5. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL GHANOES IN DIRECTION LOCATED IN UPPER THIRD OF ATTIC, SPACE AND ATTACH TO EACH PAIR OF 2:12 PITCHES TO 4:12 PITCHES LOADING VALUES ARE LESS THAN WHAT 15 SPECIFIED BY 'SIMPSON" AND AT BASE OF VERTICAL WASTE PIPES. RAFTERS. STRUCTURAL DES I C N LOADS PAGE: b. :1PLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. 8. ASPHALT SHINGLES SHALL BE TESTELTO DETERMINE THE RESISTANCE OF 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/8" PER THE SEALANT TO UPLIFT FORGES USING ,STM D 6381. FOOT. -- G-002m00 INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER 7. FLOOR TO FLOOR HOLD-;DOWNS TO BE PROVIDED EVERY 48" AND EVERY MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. 5. GENERAL TRAP AN7 WASTE SIZES AS FOLLOWS, UNLE55 OTHERWISE NOTED: USE LIVE LOAD DEAD LOAD 16" WITHIN 4' OF EXTERIOR CORNERS. GYPSUM WALL BOARD - DISH WASHER........................................2" I. 6YP5UM WALL BOARD SYSTEMS SHALIBE OF A TAPE JOINT AND JOINT 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT A5 PER MANUFACTURER - KITCHEN SINK........................................2" EXTERIOR BALCONIES 40 psf IS psf 8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED COMPOUND METHOD. SPECIFICATIONS OF THE PRODUCT BEING INSTALLED _ p TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER LAVATORY...............................................2' OF i" AND 3"x3"xj" WASH'�ER5. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 2. ALL GYPSUM BOARD SHALL BE 1/2" CI WALLS AND CEILING,UNLESS 7. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY - SHOWER/TUB..........................................2" PROVIDED WITHIN b TO I:? INCHES OF EACH END OF EACH PLATE. ANCHOR - TOILET........................................................3" DECKS 40 psf 15 psf OTHERWISE NOTED. WATER RESISTANT O R) AT BATHROOMS AND WHERE ARCHITECT - LAUNDRY .................................................2" DATE: 12 22 /22 BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 7" IN CONGRETE/MA50NRY DEEMED APPLICABLE. / 2 OF 16 FOUNDATIONS. ANCHOR $OLT5 SHALL BE LOCATED WITHIN 12" OR CORNERS &. ALL CONNECTORS SPECIFIED AS A 'SIMPSON" TOP MOUNTED BEAM - FLOOR DRAIN..........................................3" PASSANGER VEHICLE GARAGES 50 psf A5 PER PLAN AND AT SPACING NOT EXCEEDING 4' ON CENTER. 3. 5/8", ONE HOUR RATED,TYPE 'X' 6YFIM BOARD ON CEILING AND WALLS HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED 6. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" (WHERE APPLICABLE) AT HEAT PRODUGI5 EQUIPMENT TO EXTEND THREE FEET BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. THROUGH ROOF. ATTICS WITHOUT STORAGE (MAX CLEAR HOT< 42") 10 psf 15 psf ELECTRICAL: I. ALL NEWLY INSTALLED ELEGTRIGAL WORK OR APPLIANCES SHALL CONFORM IN EACH DIRECTION BEYOND THE UNIT(S).ALSO AT HEAT PRODUCING 1. 201E NATIONAL ELECTRIC GORE, NFPA"10 AND FLIA NEW SHALL STATE EQUIPMENT, CONCRETE FLOOR OR IF PLGED ON WOOD FRAME, INSTALL -1. PROVIDE FROST-PROOF HOSE BIBS WITH EASILY ACCESSIBLE DRAIN 4 CONCRETE PANELS OF 5/5" THICKNESS INIMUM. DRAIN GOOKS AS REQ'D. HOSE BIBS SHALL BE PROVIDED WITH BACKFLOW ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 psf 15 psf ENERGY CONSERVATION CONSTRUCTION CODE. .,t . . PROTECTION. %;',. 2. CONTRACTOR WILL FURNISHI A FIRE UNDERWRITERS CERTIFICATE UPON 4. FINISH JOINTS, J-BEADS, NAIL DIMPLE CORNERS, AND EDGES SHALL BE INSULATION ROOM5 OTHER THAN SLEEPING ROOMS 40 psf 15 psf �FtEr)l�,� TAPED AND RECEIVE THREE COATS OF PINT COMPOUND. ALLOW 24 HOURS I. ALL EXTERIOR HALLS AND ROOFS SHALL BE INSULATED KITH FOIL FACED 8. HASTE FROM GL07HE5 WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED �5 �'.S, COMPLETION OF WORK. TO DRY BETWEEN GOATS. FINAL GOAT T BE SANDED SMOOTH. WITH BACK FLOW PROTECTION. SLEEPING ROOMS 30 psf 15 psf (j -A FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA-72: FOIL TO BE PLACED TOWARD WARM SIDE. ';� 'A - GENERALLY, VERIFY OR PROVIDE HARD WIRED 5. METAL CORNER BEAD TO BE USED OMLL OUTSIDE CORNERS AND AROUND ALL OPENINGS. q. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL STAIRS 40 psf 15 psf � �'s : ` '•� � SMOKE DETECTORS W BATTERY BACK-UP IN: 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION HEALTH DEPARTMENT STANDARDS AND REGULATIONS. p p q ;'.& WALLS FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY 6. FASTEN GYPSUM BOARD AS PER FAS:NING SCHEDULE ON PAGE 0-003. CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE 10. APPROVAL AND INSPECTION IS REQUIRED BY LOCAL JURISDICTION PRIOR GUARDRAILS AND HANDRAILS 200 sf 15 sf - �! A. EACH SLEEPING ROOM p p :_� FOUNDATION WATERPROOFING. TO CONGEALMENT OF PLUMBING. N� _,:. -J B. OUTSIDE OF EACH SEPARATE SLEEPING 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: 11. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING CODE. 12 psf FOR ATTIC )` aa7 15 Q� V AREA IN THE IMMEDIATE VICINITY OF MECHANICAL, FUEL OAS: NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 sf � 0 THE BEDROOMS (GENERALLY THE HALLWAY) - q" R-50 FOR PLAT CEILINGS p NE NOR ANY POTENTIAL DAMAGE THEREOF. p IS psf FOR OATH. 0� ,- G. EVERY LEVEL OF DWELLING I. MECHANICAL AND FUEL GAS SYSTEM54ALL COMPLY w/THE - 8.25" R-30G FOR VAULTED AND CATHEDRAL CEILINGS V® NYS MECHANICAL CODE AND FUEL GAS bDE - 3.5" R-15 FOR 2"x4" WALL CONSTRUCTION 11 ,° (BASMENT, FIRST FLOOR, 4 SECOND FLOOR, ETC.) - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH - 5.25" R-21 FOR FLOORS ASCE -1-10 (MINIMUM DESIGN LOADS FOR BUILDINC75 AND OTHER 5TRUGTURES) f OLeDOI�I�I DETAILS T) IF I SAL= NA I L� IINO/STRAFF I NO REOU I REMENTS FOR -- FASTENING SCHEDULE a CD ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEC.'S;MANUFACTURER UFLa I FTC SHEAR/ � LATERAL_ W I I`lD RE J I STA I`4(f,,E NOTE: TH15 50HEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING 5TRAP5 Q �- O SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 6-003 FOR STRAPPING AND NAILING REQUIREMENTS, W Z_ O 04 AND ROUGH OPENING FRAMING REQUIREMENTS) J vi "ALL STRAPPING TO BE V4"x 20 GAUGE** -- "SIMPSON" EQUIVALENT - 0520 (COILED STRAP) ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE �j TA *USE IOd NAILS IF STRAPPING IS OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER ANC 200 WOOD FRAME CONSTRUCTION MANUAL TABLE 3.1) w >: FASTENER SPEC. FASTENER Z ♦'-IOLDOWN 'A' HOLDOWN �B' DESCRIPTION O Y) Z CONNECTION A AND QUANTITY SPACING J NAILING GRID ----- � � Y FOFOUNDATIONST ROOF CE I L I NO FRAM I NO I.DIM's ARE ALL MIN.Ws BASED ON USE OF ONLY A Ibd Q O O ENDWALL E� I-f- Y� -- �`f~ COMMON NAIL w/o PREBORED HOLES. RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 0-005 PER RAFTER 0- LA 0' (5) 2x FULL (5) 2x FULL CORNER STUD ---`` AT RAFTER TO RIDGE ' 2• 2.WOOD 15 ASSUMED TO BE D,F,#2 a BTR. IN DRY USE d' 00 HEIGHT STUD HEIGHT STUD ONNEGTED TO P.R. 2» iv SERVICE Z CORNER STUD TRANSFER SHEAR CONNECTION: GEILIN6 JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER JOIST O r-CONNECTED TO 111 4. 5.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL TRANSFER SHEAR ry - (EVIDENT DURIN5 INITIAL INSTALLATION)PREBORE THE NAIL = "SIMPSON" HDQS ` FOR STRAP - 3 8 d COMMON . ' . • • HOLES,SET NEW MEMBER. GEILIN6 JOIST TO PARALLEL RAFTER(PAGE-NAIL) SEE PAGE 0-005 EACH LAP HOLDOWN ANCHOR® 2-I6d COMMON 2-Ibd COMMON LOCATIONS NOTED NAILS ® b" O.G. 3 NAILS ® EA. END OF STRAP. ' • • • • • Z 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED W NAILS ® b O.G. d ON PLANS 10" O.G. IF BLOCKED r • • • • GEILIN6 JOIST LAPS OVER PARTITIONS(PAGE-NAIL) q-I6d COMMON EACH LAP a J O" O.G. IF BLOCKED CORNER POST �_ `Y FOR ROOF SLOPES UNDER 5:12 WITH ?• 5.SEE SECTION b FOR ANY REQ'T TO CLINCH THE NAILS(TO .J CORNER P05T G.J./G.TIES TIGHTLY BOND THE END OF THE NAIL TO A 40° ANGLE,SEE ROOF SPANS OF 24 OR GREATER, GRAPHIC BELOW) COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE 0-005 PER TIE > 1* O USE 4 8 d COMMON NAILS ® Z O (fl "SIMPSON" HDQS ry b.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY r'I HOEDOWN ANCHOR ® EA. END OF STRAP FOR ROOF BLOCKING TO RAFTER (TOE-NAIL) 2-8d COMMON EACH END J • SECTION 12.4-PLACEMENT OF NAILS E SPIKES t TABLE r"I LOCATIONS NOTED — ° a SLOPES OF 5:12 AND GREATER. OR 4-1. O ON PLANS ° RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END 4 z Z vi CONNECTION BI B2 .� AT RAFTER TO TOP PLATE TO STUD WALL FRAMING u_ w co HOLDOWN INSTALLATION OPTIONS: rl� CONNECTION: J - FOR NEW P. GONG. FOUND.'s 52 - "�—` TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON I PER FOOT O Q HOLDOWN CAST IN PLACE w/We>"m THREADED ROD ° FOR STRAP - 3 8 d COMMON NAILS ® J Q ° • • EA. END OF STRAP: • s WHEN IN TOWN OF ISLIP OR NAILING '• TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON J015TS - EA. SIDE FOR EXIST. P GONG. OR NEWLY CURBED FOUND.'s • • NOTE•5 GEOMETRY EXCEEDS THAT PERMITTED IN • '7/5"0 THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO CONCRETE w/ "SIMPSON" SET(HIGH STRENGTH EPDXY ---� B1 • • MAX. NAILING GRID ABOVE UTILIZE • • STUD TO STUD (FACE-NAIL) 2-Ibd COMMON 24" O.G. ADHESIVE), b FOR TEMP.'S O°F-40°F USE "SIMPSON" AT t I SIMP50N # H2A (OR EQUAL) RAFTER TIE LV (HIGH STRENGTH ACRYLIC ADHESIVE) { HEADER TO HEADER (FAGS-NAIL) Ibd COMMON 16" O.G. ALONG EDGE5 1 FOR TOENAILING - 3 8 d COMMON NAILS -.... V FOR EXIST. /NEW G.M.U. (GONG. BLOCK) • TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD FILL TOP 2 GOURSE5 50LID b CAST IN PLACE HOLDOWN USE SAME • Lu CONNECTION --•-_.....__ • FOR O.J. TO RR - G 16 d COMMON NAILS w/-7/5"(D THREADED ROD • REQUIREMENTS FOR ""----�- . . . . BOTTOM PLATE TO FLOOR J015T, BAND J015T, 2-I6d COMMON 12 PER FOOT V RAISED G.J.'s(WHEN AT G.J. TO G.J. CONNECTION: ENDJOI5T, or BLOCKING (FACE-NAIL) V J APPLICABLE) FOR EA. PLATE TO STUD ABOVE S OR BELOW _ 0 HOLDOWN HOLDOWN V' COMMON NAILS FOR G.J. TO G.J. - q 16d COMMON NAILS FLOOR FRAMING Q FOR NEW 6 EXIST. •" ' FOUNDATIONS FOR NEWLY POURED CONNECTION CI C2 14"� JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-8d COMMON PER J015T FOUNDATION ® ONE STORY ONLY (3) 2x FULL ENDWALL BRIDGING TO JOIST(TOE-NAIL) 2-8d COMMON EACH END , HEIC-FiT STUD CORNER STUD ONNECTED TO ° BLOCKING TO JOIST (TOE-NAIL) 2-Sd COMMON EACH END TRANSFER SHEAR AT STUD TO FLOOR ASSEMBLY "SIMPSON" HDQS (3) 2x FULL _ ; ° HOLDOWN ANCHOR ® 2-I6d COMMON HEIGHT STUD • G2 TO STUD CONNECTION: BLOCKING TO SILL or 3-I6d COMMON EACH BLOCK LOCATIONS NOTED NAILS ® b" O.G. d ° TOP PLATE (TOE-NAIL) ON PLANS 10" O.G. IF BLOCKED = \ CORNER POST G I `\ + FOR STRAP - 3 8 d COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 3-I6d COMMON EACH JOIST ° � € � NAILS ® EA. END OF STRAP JOIST ON LEDGER TO BEAM (TOE-NAIL) 5-Sd COMMON PER JOIST I t I FOR EA. PLATE TO STUD ABOVE 4 OR I 2-I6d COMMON BELOW - 2 16 d COMMON NAILS NAILS ® " 0.�. ° BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER JOIST F BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-Ibd COMMON ' PER FOOT • ° a ROOF SHEATH I NO STRUCTURAL PANELS: ° INTERIOR ZONE &d COMMON 6" EDGE / 12" FIELD a "SIMPSON" 5T D14RJ CONNECTION DI 4 D2 SOLID PERIMETER EDGE ZONE s Sd COMMON b" EDGE /b" FIELD HOLDOWN INSTALLATION OPTIONS: BLOCKING • EA.BAY GABLE ENDWALL RAKE OR RAKE TRUSS w/ Sd COMMON 4" O.G. UP TO q" RAKE OVERHANG FOR NEW P. GONG. FOUND.'s PLACE ��- • HOEDOWN CAST N ACE w/ THREADED ROD • • AT STUD TO FLOOR ASSEMBLY TO SILL GE I L I NO SHEATH I NO FOR EXIST, P. GONG. OR NEWLY CURRED FOUND.'s • • -f/W(P THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO PLATES) CONNECTION: D2 CONCRETE w/ "SIMPSON" SET(HIGH STRENGTH EPDXY 1/2" MIN. i GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD ° ° - 3 8 I - ADHESIVE), 4 f=OR TEMP.'S O°F-40°F USE "SIMPSON" AT FROM CORNER � FOR STRAP d COMMON NAILS ® EA. (HIGH STRENGTH ACRYLIC ADHESIVE) O L END OF STRAP (WRAP STRAP UNDER SILL PL.) I e SPECIFIED ON D( E WALL SHEATHING FOR EXIST. /NEW G.M.U. (GONG. BLOCK) TYP. FOUND. NOTE FILL TOP 2 COURS ° ° FOR EA. PLATE TO STUD ABOVE 8 OR BELOW ES SOLID d CAST IN PLACE HOLDOWN THREADED ROD _2 _16_ d COMMON NAILS `' j I Ni ; STRUCTURAL PANELS 8d COMMON 6" EDGE / 12" FIELD ° ALTERNATE CONFIGURATION - ABOVE STUD TO G WA LLBOARD ALLBOARD 5d COOLERS 'I" EDGE / 10" FIELD FLOOR CONNECTION w/ # LPT4 SIMPSONSTRAP w/(3)(OR ---- ea NAILS m w/ END _— Z NAIL I NO/STRAFF I NO @ WINDOW/DOOR HEADER STANDARD/ALTERNATE EQUAL) ® PLATFORM TO SILL PLATES ___ ~~�``- OF EA.STRAP TO ui EA.JOIST-(FOR FLOOR SHEATHING (SUBFLOOR) 2 ALTERNATE USE SIMPSON 142.5A) —_----- - V NOTATION: STRUCTURAL PANELS: A - NUMBER OF bd NAILS® EA. END OF STRAPPING(201b WFGM,TABLE 3.1,P. 189) CONNECTION E I" or LESS: 6d COMMON 6" EDGE / 12" FIELD � B - NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 5.255,P. 2ql) - ""' GREATER THAN I": IOd COMMON 6" EDGE / 12" FIELD C - NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER(2015 WFGM,TABLE 3.250,P. 2q2; • • ALTERNATE AS PER TABLE 5.250,P. 2q5) • - D - NUMBER OF 16d NAILS, END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER® EA. SIDE ' I - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED b" O.G. AT THE PANEL EDGE. w A D (2018 WFGM,TABLE 3."i,P. Ibq) <~`� AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING IS REDUCED. Q E - NUMBER OF JACK STUDS ® EA. END OF HEADER(2016 WFGM,TABLE 5=F,P. 25b) a FOR EXAMPLE, IF WALL SHEATHING IS NAILED 5" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER G F - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF 5ILL(5) ® EA. SIDE 4PLATES) CONNECTION SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR (DOES NOT APPLY TO DOORS) (2015 WFGM,TABLE 5.6,P. IqI) if ° <4 a SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: a° 2 - WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF B E " ° ° ° ° ° ° FOR STRAP - 8 d COMMON NAILS ® EA. s NAILS SHALL BE- PERMITTED To BE REDUCED To I-I&V FOR ROOF SHEATH NG WITHIN 4' OF THE I E PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH ae END OF STRAP (WRAP STRAP UNDER SILL PL) SIDE OF THE ROOF PEAK, THE 4 PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE FASTEN I NC SCHEDULE B ``"`— °° a° " a 9° TR E I B E R H F ROUG OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS � `- ° FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - USED. RENOVATION (IN ACCORDANCE W W ITH OOD FRAME CONSTRUCTION MANUAL 2018 EDITION) `" ""'•-... _2_ _16_ d COMMON NAILS A -- --- —NOTATION ROUGH A B G D E F G OPNG 405 RACKETT'S COURT 2'-0" 2 1 1 1 I I ORIENT, N.Y. 11957 4'-0" 4 1 2 2 2 2 SFL 1r_,, 1 N0 OF TOF FL=ATE GABLE ENDWALL BRACING/STRAPPING DRAWING TITLE: * - PROVIDE (2) 2"xIO" HOR (MIN.) U.O.N. 6'-0" 5 1 3 3 5 3 - (B) - REQUIRES SILL PLATES OF 2"xb" (MIN.) FOR RAKES 12"OR HOLDOWN ANCHOR BOLT TOP PLATE BLOCKING 2 LE55 PROVIDE + + 7 2 3 4 4 4 SPLICE —{ TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAYS BACK® BLOCKING a 12'O.G. STRAPPING & NAILING DETAILS LENGTH I FOR WIND - EXPOSURES 540 - FOR WIND - EXPOSURES 640 - 4'-0" O.G. TO AGHEIVE RAKE O.k. ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF FASTENING SCHEDULE - � N BUILDING MINIMUM SPLICE'",4 BUILDING MINIMUM SPLICE' °` DIMENSION (FT) LENGTH (FT.) DIMENSION (FT) LENGTH (FT) TYP.STRAP w/(3) PAGE: -- bd NAILS EA. 12'-0" 2'-O"/2'-b" 12--0" V-O" OF EA.STRAP /� I I /� I G ATTIC G-003mOO A I�4�H O R E3 0 L T S F E� 1 F 1 �/A T 1 ®I `l J I6'-O" 3'-O"/3'-q" I b'-O" 4'-O" - 20'-0" 4'-0"/5'-0" 20'-0" 5'-0.. b„-M M. SPECIFICATION (2015 WFGM TABLES 3.2A d 3.28, P. 157-160) TBLOCKIN62 BAYS CORNER 24'-O" 4'-O"/5'-O" 24'-O" b.-O.. BACK® 4'-0" O.G. Sq' 4 DATE: 12/22/22 3 OF 16 CONDITION FOR ALL STRUCTURES: • %NP ANCHOR BOLTS ® 39" O.G. 28'-O" 5'-O"/b'-3" 251-0" '7'-0" • 52'-0" 6'-O"/`T'-b" 52'-0" iv SECOND FLOOR o r 56-0" -I'-O"/8'-q" 36-01 NOTES: I.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE / �FtED 41/ CONNECTION USING 2-Ibd NAILS PER FOOT.FOR SHORTER SPLICE - LENGTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40'-O° II'-O° I. MIN. 7" EMBEDMENT INTO CONCRETE BLOCKING 2 BAYS C9 1 • PROVIDE AN EQUIVALENT NUMBER OF NAILS w/ 3 SQUARE WASHERS AND END NUT SETUP; BACK® 4'-0" O.C. dC/ END 15" EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 8 FILL 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 50'-O" 10'-O"/12'-6" 50'-O" 15' r CONDITION IN EXPOSURE B TYP. STRAP w/(5) iv TOP TWO COURSES SOLID bd NAILS EA. END T 5.TABULATED SPLICE LENGTHS ARE BASED ON b FOOT WALL 60.-0" OF EA. STRAP 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR HEI64T5 FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT (P .r LATERAL LOADS SHALL BE MULTIPLIED BY H/5; FIRST FLOOR PLAN DIAGRAM OF ZONES OR REPLACED BY HOLD DOWNS FOR SHEAR4ALLS FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE 70-0" 14-O 70-0" A� � r4 O� NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR + Y " (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT), „ V I `' �•Ofi A1C�� 3. ANCHOR BOLTS ARE TO BE BETWEEN b 12 80'-O' I6-O 80'-O' 22-O iVV GG FROM ENDS AND CORNERS (TWO 0 CORNERS) q'WALL- 1.125J ___ _ (SEE DIAGRAM TO LEFT) 1O'WALL- 1.25 BLOCKING 2 BAYS If'WALL - I5?5 THIS COLUMN w/MULTIPLIER BACK® 4'-O"O.G. 4. COORDINATE w/ HOLDOWN LOCATIONS I2'wALL- 1 Is FOR 10'-0"WALL 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL M15GELLANEOUS FRAMING GRAPHICS GO1�lTIN000s BUILT-UP G Ifi�DERS 3 OR MORE SUi�PORTS(THAT EXCEED FRAMING STANDARDS, IT IS REO'D FOR FRAMER TO HAVE A - F I RE5LO�K I N FOR PLATFORM HOOD FRAM I NO a WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AWC] DETAIL BOOK CONNECTION PATTERN SCHEDULE v BETWEEN 1/6 Q AND ALL RELEVANT PORTIONS of THE RESIDENTIAL CODE) -- - _ ASSEMBLY REQUIREMENTS: FOR ENGINEERED LUMBER [ie. WOOD I-JOISTS] SEE MANU. SPEG.'s FOR ADDITIONAL INFO.) H CONNECTION s 1/4 OF A WHEN GIRDERS MADE UP OF JOISTS NAILED BLOCKING UNDER LOAD BEARING WALL PATTERN DESCRIPTION TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER W Z THREE OR MORE SUPPORTS, JOINTS ARE TO BE w cm NON-LOAD BEARING WALL OFFSET FROM SUPPORT MAX.32" LOCATED BETWEEN ONE SIXTH AND ONE QUARTER I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES J AS FIRE-STOPPING. A (2)ROWS lod NAILS a 12"o.c. P THE SPAN LENGTH FROM AN INTERMEDIATE Q W SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST Q„' Z STUDS STUD B (3)Rows lod NAILS a I2.O.G. SERVES AS FIRESLOPPING. H _ SUBFLOOR -= P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE 3. FOR PLATFORM FRAME CONSTRUCTION: O � O Rows ENDS m BOLTS a 12'O.C.STAGGERED; STRUGTION: THE SOLE AND 'DOUBLE 0 Z SUBFLOOR G �.a ENDS TWo-PIECE JOINTED ON THE SAME SIDE OF THE SUPPORT. SOLE PLATE BUILT UP GIRDER P MAX 32" PLATE SERVE AS FIRESTOPPINO. J J D (2)ROWS I/2"m BOLTS a I6"O.C. NAILING: SOLE PLATE TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE LO Ze m(2)ROWS 1/2" BOLTS a 24"O.G. SIDE WITH IOd NAILS, TWO NEAR EACH END OF JOIST SERVES AS FIRESTOPMNC a) C) BETWEEN 1/6 EACH PIECE, OTHERS STAGGERED WITH A DISTANCE O O (C)ROWS ON(1)SIDE OF ME SCREWS a 12"O.G. l a v4 of A OF Ib INCHES BETWEEN NAILS IN A HORIZONTAL 5 5. FIRE5TOPPIN6 SHALL BE 2 INCHES OF WOOD BLOCKING �' LA It SCREWED ON(I)SIDE OF MEMBER J LINE; OR GIRDERS ARE TO BE NAILED FROM EACH OR OF NONCOM-BUSTIBLE FILL. Z m (2)ROWS ON(1) TIDE O ME SCREWS a Ib'O.G. SIDE w/ Od NAILS, TWO NEAR EACH END OF EACH 6. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SCREWED ON p)SIDE of MEMBER P JOIST, OTHERS STAGGERED w/ A DISTANCE OF 32" 8 AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN O H (2)ROWS ON(1)SIDE OF ME SCREWS a 24'o.G. BETWEEN NAILS IN A HORIZONTAL LINE. JOISTS SERVE AS FIRESTOPPINO. _ JOIST SCREWED ON(U SIDE OF MEMBER � P MAXIMUM OFFSET (2)ROWS 5"TRUSSLOGK SCREWS a 12"O.G. THREE-PIECE J015T DEPTH, d J SCREWED ON BOTH SIDE OF MEMBER BUILT UP 61RDER P MAX.32" THREE-PEGE GIRDERS ARE TO BE NAILED w/ 20d '7. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND Q - Lu NAILS ON EA. SIDE s,4/ TWO NEAR EA. END OF EA. 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS J MATCHED SIZE OF BLOCKING (2)ROWS 5•TRUSSLOGK SCREWS a Ib'O.G. 4 SERVE AS FIRESTOPPIN6. J UNDER NON-LOAD BEARING FIRESTOP BLOC AND K SCREWED ON BOTH SIDE OF MEMBER l PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE / PARTITIONS ® 32" O.G. BLOCKING (2)ROWS 5'TRUSSLOCK SCREWS a 24'O.G. BETWEEN I/6 OTHERS STAGGERED w/ A DISTANCE OF NOT MORE 3 8. THE HEADER SERVES AS FIRE-STOPPING. Z � C) DOUBLE PLATE L sG D oN BOTH 51DE OF MEMBER a I/4 OF A THAN 32' BETWEEN NAILS IN A HORIZONTAL LINE. / _ (p 4. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL —� - � CANTILEVERED FLOOR CEILING BRACINGNOTE: P FOUR-PIECE CIDERS ARE TO BE A55EMLE0 AS / O BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO Y V-I I.BEAMS d HEADERS NOT NOTED wlTk CONNECTION PATTERN ON SHOWN AND NAILED / 20d NA, wILS AS SPECIFIED STRINGER TO SERVE AS FIRESTOPPING. Z }: 4 � GABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN'A'$ WHEN b"OR SMALLER FOR THE THREE-PIECE GIRDER. Z d CONNECTION PATTERN 'WHEN 10"OR LARGER p 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR N FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH LL W � STUD 2.WHEN FASTENERS 1/ NAILING FROM BOTH SIDES OTHER MEMBER- FOUR-PIECE ANCHORING: 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL OFFSET FASTENERS I/2"FROM ONE SIDE TO THE OTHER BUILT UP GIRDER SUBFLOOR LE PLATE 2"x4"CONTINUOUS GABLE END P GIRDERS ARE TO BE SECURELY ANCHORED TO I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH LATERAL BRACE a V O.G. TRUSS MASONR" PIERS, NAILED TO WOOD POSTS OR FIRE5TOPPING SHALL NOT BE REQUIRED WHEN THE BOTTOM' OF BAND JOIST IOd NAILS BOLTED rO STEEL COLUMNS. / THE VERTICAL OPENING IS SEALED BY PLASTER ON THE CEILING 0 J O 2) If-O-J BE .TRU OR I AND LEFT CHIMNEY. IM LLE 50 THAT HEAT ABOVE THE THE GHITMNEY CAN BE NO AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUSH NORMAL 1�1A I I NG PATTERNS FOR SIDE LOADED BMA (�� . 1�1�U� BMA) PLATFORM FRAME CONSTRUCTION SHRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER GEILINO ON lo) 8d NONCOMBUSTIBLE LATH, EXTENDING To CHIMNEY FACES, WILL SERVE W NAILS -LOCATIONS REQUIRUNG FIRESTOPPING- AS FIRESTOPPIN6. FIRE- FIRE- WOOD FIRESTOPPINO FIRESTOPPING STOPPING STOPPING FIRE- FIRE- MULTIPLE-PIECE STENING RECOMMENDATIONS FOR SIDE-LOADED, sTOPPINs sroPPING ALE V MULTIPLE-PIECE MEMBERS JOIST * 5d COOLER NAILS a 10"O.C. NAILED' BOLTED' I I I I Lu ' 2'x4" BLOCK NAILED T( EA.BRAGS VERTICAL LOCKING z ROWS Ibd 3 RONM Ibd 2 Rows 1�• 2 Rows Xs" FIRESTOPF IN6 WHEN w/(4) IOd NAILS COMMON COMMON BOLrs a 2a• BOLTS BOLTS s 12'OG` e 12'OG` O�•sT ' a 12'OG. a b'O.G. COVERING IS APPLIED STUD 20 ga.STRAP To UNDERSIDE OF GYPSUM BOA - TWO ROWS 12"O.G. THREE ROWS 12"O.G. Q DOUBLE PLATE •5d COOLER NAILS a 10"O.G. (10)Bd NAIL BEAM SELECTION w/ STD. NAILING " o o " " " o " LOCATION I LOCATION 2 LOCATION 5 LOCATION 4 J015TS .r JOIST SHALL BE LOCATED DIRECTLY *OTe, ENDWALL S AS NOTED IN NOTES -I $ 8 s NONCOMBUSTIBLE ALTERNATE DENOTES ALT.FOR USE OF DRYWALL SCREWS OVER STUDS,UNLESS TOP PLATE IS �� FIRESTOPPINO LOCATION 4"a EDGE/12"a FIELD FULLY BLOCKED I.TOP AND BOTTOM ROW,SHOULD BE 2'FROM EDSES DESIGNED TO CARRY THE LOAD SCREWS#6- lY4 TYPE W OR S FIRESTOPPIN6 WOOD FIRESTOPPINO OF GIRDER LT HOLES ARE TOT THE SAME DIAMETER E THE BOLT AND SHOULD BE LOCATED 2' TWO ROw5 24'O.G.STAGGERED TWO ROWS 6"O.C. LOCATION 5 LOCATION b FROM THE TOP AND BOTTOM USE TICKk MEMBER EVERY BOLT MUST EXTEND THROUGH THE FULL INTERIOR STUD DETAIL THICKNESS of THE '�W°ems UNDER HEAD A"D Nur- o � OVERLAID ROOF 5.STAGGER EACH ROw of FASTENERS BY 12-. O O n @> O O n O O 2'SPACE NOT \� �\ ATTACHMENT @VALLEY 4.FOR A THREE PIECE MEMBER THE SPECIFIED NAILING 15 FROM EACH SIDE. lei�!l- TO BE FILLED \ k NONCOMBUSTIBLE FIRESTOPPINO 5.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO �N FIRESTOPPINO BOTH SIDE OF THE MEMBER. % APPROX.I INCH THICK b.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR b'O.G.OR TRIPLED � \� FOR 4'O.G.NAIL SPACING. LOCATION 7 \� \ STD.NAILING FOR TOP LOADED MULTI F-PIECE BEAMS, STRAPPING w/ LOCATION 4 1.2 ROWS OF Ibd COMMON NAILS(12'OG)FOR DEPTHS 12"OR LESS 4 FIRESTOPPING \, a EA..ENO NAILS ND a R.R. 8.6 ROMof Ibd COMMON NAILS(12'O.G)FOR DEPTHS OF 14',Ib'E 18'. LOCATION 5 FULL WIDTH LOCATION 10 2" BLOCKIN6 ZO I v _ CONSTRUr_.,TI ON DETAILS W I ND LOAD PATH C_,,ONNr7CT I ON DETAILS TOP PLATE DRILL 2"m INTO ROOF INTERSECTION DETAIL DECK FOR STRAPPING INSTL. NOT TO SCALE EXIST.OR MEN NEW R.R.SET w/ R.R.BELOW UPPER TOP PLATE LAPS 4 IOd -GONTINIOUS LOWER TOE NAILS NOTED GONT.BLOCKING TOP PLATE SPIKED TO R.R.'s ALIGN NEW 3 EX. R.R.AS SHOWN PLAN VIEW KING STUDS NOTE: SIMILAR a 'SHED' WOOD JOTS ROOF,R.R. IN LINE BLOCKIN WOOD JO I S CRIPPLE STUD - O G -0 R � GENERAL REQUIREMENTS FOR GENERAL REQUIREMENTS FOR JOIST HANGE HEADER INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILS Z GIRDER/HEADER a WOOD GIRDER WO JACK STUDS 0 0 MAIN MEMBER —� OD JOIST _ 0 N . W JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADER o TYPICAL HEADER CONNECTION I. TOE-NAILS SHALL BE DRIVEN a AN ANGLE OF AM.x 5 APPROX. 50° w/THE MAIN MEMBER d STARTED APPROX. PROJECT: I. NAILS SHALL BE DRIVEN PERPENDICULAR TO X3 THE LENGTH OF THE NAIL FROM THE MEMBER END, AS SHOWN ABOVE THE MEMBER,STRAIGHT THROUGH AND BENT OVER A MIN. OF 3 NAIL DIAM.'s AT A 90' ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN TREIBER MEMBER, FOR THIS APPLICATION,SHALL BE AT LEAST SIX TIMES THE DIAM. OF THE NAIL RAFTER o RENOVATION 5. TO AVOID SPLITTING,NO MORE THAN 2 TOE NAILS SHALL BE INSTALLED IN EA. SIDE OF A RAFTER OR CEILING JOIST WALL STUD O WALL STUD- 0WHEN FASTENED TO A N TOP PLATE 3 TOE NAILS BOTTOM PLATE BOTTOM PLATE IN EA. SIDE WHEN FASTENED ED TO A 2"xb" TOP PLATE. BATHTUB SUB FLOOR _� 405 RACKETY S COURT w DOUBLE JOIST DOUBLE JOIST TOP PLATE ORIENT, N.Y. 11957 GHIM. CHASE SECURING @STD. SIDE WALL � WALL STUD DRAWING TITLE: O FRAMING GRAPHICS NOTE: BEAM CONNECTION PATTERNS (SIM. ® CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NONFIREBLOCKING DETAILS w/STUDS TO ATTIC FLOOR d BLK'G To -BEARINWALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION R/L SIDES w/STRAPPING TO R/L SIDES) u O PAGE: Lu TOP PLATE ® O N N I NO RESISTANT CONSTRUCT I Oil G®i�l��fi®R� GHIM. CHASE WALL RO, z p = U a Q CONNECTION LOCATION: PART NUMBER: NOTES. G-0040' 000 3 RIDGE-TO-RAFTERS G520 @ 21" APPLY TO EACH PAIR OF RAFTERS z 4 ® RAFTER-TO-WALL H-1 APPLY TO EACH RAFTER ROOF o a DATE: 12/22/22 4 OF 16 N o RAFTER-TO-PLATE H8 or H25 APPLY TO EACH RAFTER z RE:Q'D BLOCKING -a_j N TO ALIGN w/STRAPPING Q D_ PLATE-TO-WALL STUD 0520 @ I8" o EA. LEVEL ABOVE w �, q APPLY TO EACH WALL STUD THE FIRST FL. ®zLu 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or C520 @ 56" APPLY TO EACH WALL STUD ® OO HEADER-TO-JACK STUD C520 @ 12" �E�ED A�� FLooR/GLG. APPLY TO EACH JACK STUD ti CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR SSTB16 APPLY TO EACH SIDEWALL END �&'�.' SIDE VIEW FLAN VIEW IST. FLOOR-UNDER-SILL PLATE C520 WRAP UNDER DOUBLE SILL PLATE N� (USE WITH 5" SQUARE WASHERS) �9�� 0374415 A OF �� USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER W NIND RESISTANT GONSTRUGTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 0ENERAL 5"%'M50L <EY NEW PARTIAL HEIGHT -- O ~ O EXISTING TO BE DEMOLISHED W I W 20 WOOD FRAME (L.G. STL. EXISTING TO REMAIN WHEN APPLICABLE) i J Tq Q w >- NEW WOOD FRAME (L.G. NEW FOUNDATION WALL I TO BENS STOOD �... Z STL. WHEN APPLICABLE) I I I NEW 1-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL I Z J POST FOR 4" WALLS Y WOOD FRAME (L.G. STL. WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL - ____ Lo POST FOR b" WALLS), U.O.N. 1 r--- DEMOLITION NOTE: O O O NEW 2-HR FIRE RATED w 11 \ ��l PROVIDE SHORING AND SUPPORT TO ALL AFFECTED a I� ` WOOD FRAME (L.G. STL. ` STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT Li) ix WHEN APPLICABLE) Ilh \`li 11]l`S 0jl i OF ANY DEMOLITION OR CONSTRUCTION. Z [F m II L——— I i I F=- ---� I TEMPORARY SHORING/DEMO SEQUENCING NOTES: Z W I I. INSTALL TEMP. POSTS E 6D 1RER PER DEMOLITION Q J EXISTING BAY WINDOW I PLAN E PER DETAILS. TO BE REMOVED 1 2.REMOVE EXIST. 61RDER. J 00 I 3.INSTALL NEW 61RDER PER PROPOSED PLANS;SECURE > O r--- _ T EXIST. I EXIST. FLOOR JOISTS TO NEW GIRDER. Z O (D -i KITCHEN I 4.REMOVE TEMP. POSTS E 61RDERS. T-i �IFFL I uI I II � I III I I yG z >: 4 I III I Q Z �••� I III ALL KITCHEN L-J EXISTING STOOP J CV I III APPLIANCES E _ TO BE REMOVED I III 1 CABINETS TO BE Dly • (rL _ REMOVED � _ Lo L�== L f� .. I J O I I I I I I r -- EXISTIN6 BILGO TO I I I ----------- ---- - �__-� --- W BE REMOVED ----- I u I II / If—�1 II I-------- , I I I I / II II II 1 I ALL INTERIOR ALL EXISTIN6 DOORS EV TO BE I I u, I I 11 I I uj WALLS TO BE WINDOREMOVED I 1 �- L----J 1 I 1 = J REMOVED I I 1 r== 1 1 I I J DEMOLITION NOTE: I I I ------ 0-- �- II PROVIDE SHORING AND SUPPORT TO ALL AFFECTED STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT I EX 1ST. / Ov0 OF ANY DEMOLITION OR CONSTRUCTION. I MUDROOM / I hl� EXIST. DINING I I �� / I I EXIST. III I ROOM I L I I I BATHROOM II I FF- TEMPORARY SHORING/DEMO 5EQUENGING NOTES: IIII �� i I ----- 1. INSTALL TEMP. POSTS E GIRDER PER DEMOLITION IIII 1 I L J L PLAN E PER DETAILS. IIII 1 \ F- 2.REMOVE EXIST. 61RDER. IIII I I 1 1 III I 3.INSTALL NEW GIRDER PER PROP05ED PLANS;SECURE EXISTIN6 EXIST. FLOOR J015TS TO NEW 61RDER. I J 1 - ��-- , r- -�\\ ---_, III I I I I I II I I 1 1 1 1 HI-I GRAWLSPAGE 4.REMOVE TEMP. POSTS E GIRDERS. I T I I I I II �/ J I III I J -_ 1 III 1 - --------------------{----------_ II 1 � HI-1 -� I I I III I I I I I � III I EXIST. lull I 1 1 \ SUNROOM I rL I 11 11 � hl� 1 EXIST. 1 J III I I BEDROOM { III I ALL EXISTIN6 DOORS E ALL WALLS TTOIOR BE HI-I III I WINDOWS TO BE I I REMOVED III I I I MOVED I I III I EXIST. LIVING I 1 1 III I I I \\ ROOM 1 1 III I I I i t 1 I I III I I I 1 J I I ul_I I J f r ----- Lz--- t --- _rZ------------- ----------- - --------�--- -- ��--- --- --- -- -- -- I III III I I III III I I III III I �, IIII III I I III III I I III III I REMOVE EXIST. 3"X6" SOLID Ir1 Ili I HEADER - ------_-- - - REMOVE EXIST. W i COLUMNS AND r I PROPOSED DEMOLITION PLAN 0 BASED ON L r----------- STRUCTURAL SCALE: I/4" _ I O" FOUNDATION 1 _____ - PLAN LAYOUT L----_1 I I ---�� 1 I REMOVE EXIST. 3"X6" SOLID I Lil EXISTIN6 CHIMNEY i I I TO BE REMOVED I - --- - I------ I ------------- ------ - - - - �_____- �----- - I------� GRAWLSPAGE I 1 I �- � I [_-] T � \-�---- r----� I--- � I -- /T" O BE REMOVED I I �' t�� s,\1 I ----------- I; I I I I \ - I 1 1 I I XISTING r 1 EXISTING STAIR TO I If II L_-- _-1 ASEMENT L----- BE REMOVED I 1 I EXIST. �w// I I I I I I I 1 I 1 1 TREIBER GL. 1 1 1 1 1 1 RENOVATION i 1 1 I EXIST. L-J 1 I I I I I BATHROOM 11 I I I I 1 1 1 I I I I EXIST. -� I I --� -------- I I I BEDROOM r rr Z- -== I I hl I I -- -� I I 1 I I I I --- --- - 1 1 II \ I I I III 41 DUTCH WALL 1 1\ J r_-_ J III I I 1 I , I, � 1 1 ; ; 405 RACKETT'S COURT ---- -----t-- -- ---------------- --J I - -------------- - J II 1L----- IL ---------- l 111 ------------- --- --------------------- _ ___�- - � N1� ORIENT, N.Y. 11957 1 iu 1 1 i 11 DRAWING TITLE: EXI5TIN6 WALLS TO BE REMOVED III I XIST. -1 F---------1 'A ENTIRE SECOND 1 1 I I GL. I 1 I I FLOOR TO BE 1 1 L----- I L-------J I EXIST. 1 1 S DEMOLITION S I I REMOVED;FLOOR 1 L ------ I 7— `- —I L GL J - - I____- _ _- I I FRAMING TO BE 1 1 ---- 1 rq ---T 1 1 ,%<, I 1I REMOVED I I I 1 1 --------I I II / L----------I II 71-3" V.I.F. J I I I 11 1/ \ 1 I-_-_ I PROPOSED DEMOLITION FLAN � � L�----�� ------- �� PAGE: SCALE: 1/4" = I'-OI' I I \� III L I I III III I I I EXIST. -Lr 1 ---- � 1 � F-EXIST. �IIII s ® ■ ®® I I BEDROOM � 1 I j j - BEDROOM 11� I I I I = I I I I I I I 11 I I I i I I DATE: 12/22/22 5 OF 16 I III I I I I I I I I I III 1 1 I I I I I I III I I I I I I I I I I L J L -- J-z= -L--------I I ------ 1D A !` I Nl-j DEMOLITION NOTE: PROVIDE SHORING AND SUPPORT TO ALL AFFECTED x, r, ea e I I 57RUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT I I 1 L---- - _--__*_--=s- ------J OF ANY DEMOLITION OR CONSTRUCTION. L------------�----�---- 1�_----------J <f'1 Ar 4 (P�9� ©, PROPOSED DEMOLITION FLAN 4 d�" SCALE: 1/4" = P-O" (5E I EF:ZAL 5"%r��50L <E'%r : ADETAILLL INN S. m 5 SHALL BE MARVIN "ELEVATE" SERIES; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "0-003" FOR NAILING 8 STRAPPING U EXTERIOR FINISH TO BE "PEBBLE GRAY"; 3-2 DIVIDED LINES AT EVERY PANE —{ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT _ --- ----- W Z O — —i WOOD FRAME (L.O. STL. WINDOW CHART EXISTING TO REMAIN WHEN APPLICABLE) /I --- EGRESS J .r j NEW WOOD FRAME (L.O. OPENINO— NEW FOUNDATION WALL ROUGH OPENING WINDOW DIMENSION CLEAR Q LLu STL. WHEN APPLICABLE) TAG TYPE MODEL # WIDTH REOV: 20" Z V WIDTH HEIGHT WIDTH HEIGHT — HEIGHT REOD:24" ♦- OPEN REQ' NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL D: 5.'1 S.F. O U Z WOOD FRAME (L.O. STL. El POST FOR 4" WALLS K (TEMP) AWNING ELAWN2923 2'-5" I'-II 2'-4" �l H U-) Y WHEN APPLICABLE) MIN. 2 2"xb" STRUCTURAL _ ____ POST FOR b" WALLS), U.O.N. m O NEW 2-HR FIRE RATED O ' WOOD FRAME (L.O. STL. 0- L it WHEN APPLICABLE) d' m Z DOOR SCHEDULE _,_ � DOOR - MATERIAL _ - Q J 00 TAG, DESCRIPTION MANUFACTURER p Q NOTES > ) WIDTH HEIGHT w A Z (D Y T �-I O [::BASEMENT Q Z 001 SWLL ING THERMATRU 3'-O" b'-8" J� 4-6 W m I2 N ALIGN CENTER OF DECK STRUCTURE WITHui �. O FOUNDATION PLAN NOTE5 DOOR ABOVE I N Q I IX u, ONEW 4" THK. P. GONG. SLAE3 w/6"xb"-10/10 W.W.M. I REINFORCEMENT AS PER DETAIL w U OSTAIR S RAILING NOTE:_ 1. ALL NEW STAIRS SHALT_ HAVE MAX. 5-1/4" RI # MIN. 10" Tr - CLOSED RISERS Q 4 2. 42" HIGH GUARDRAIL d SPINDLE SPACING NOT TO ALLOW PASSAGE OF A. 4" m SPHERE;36" HIShi HANDRAIL E SPINDLE 5FACING NOT TO ALLOW PA55A6E OF A 4" m SPHERE 3. GRIPPABLE RAIL AS PER CODE UNDER-FLOOR AREA VENTS 0 • : • • • w O NEW g.5"XI'L5" FOUNDATION VENT w/MIN. I S.F. NET N`� — — — —— — — — VENTILATION OPENING PEA: 2020 IRG R405; INSTALL AS Q 3 � _ PER MANU. 5PEG'5 WITHIN :3'-O" OF BUILDING CORNERS 13 4--60 8 -V EXISTING PROVIDE (1) NEW 3 TON HYDRONIC AIR HANDLER: GRAWLSPACE ALIGN CENTER OF ° , °. A-�0� I I I , O I. UNIT BY "RHEEM" OR APPROVED EQUAL DECK STRUCTURE WITH s ° < Q 2.PROVIDE TONNAGE FOR, FIRST FLOOR 'ZONE I" AT MASTER BEDROOM ED ROOM SUITE d "ZONE 2" FOR RE:MAININ6 DOOR ABOVE I I ® ® � o PROVIDE NEW WALL-HUNG GAS COMBINATION N O y cv I •• I O5 BOILER: O -7 GRAWLSPAGE _ ` I. BY "RHEEM" OR APPROVED EQUAL A"`FOI PROPOSED �" 2.MAX OAS INPUT: Iggg L , 00 BTU/HR;CONNECT TO NEW I 5.-O —'r W UP PROPANE TANK ;n 0 14 I I (Dto g FREEZE PROOF HOSE E-15: Q m bO FASTENED w/MASONRY ANCHORS (PRECISE 2'-�2 — — - — 3_Oof — —8— _ LOCATION T.B.D. IN FIELD •- CONSULT w/OWNER) — NEW I-HR FIRE RESISTANT GEILINO CONSTRUCTION O - — — — — VACCESS • PROVIDE (1) LAYERS OF 5/8" "DENSGLASS" FIRE RATED 1SHEATHING BY 6EORG-IA PACIFIC" (OR EQUAL) IIL —J LO - UNDER-FLOOR O FOR 001 • JOIN PANELS AS PER MANU. SPECS (ASTM E 13(b) VENTILATION GRAWL5PACE - [RATING AS PER 2020 NY55G TABLE-722.6.20)] • PROVIDE SHEATHING AROUND DROPPED BEAMS PROVIDE "RUST-OLEUM" FLOOR Ig5o S.F. all HEADERS AS REO'D • PROVIDE FIRE RATED SEALANT ® ALL SEAMS BY "3M" CONCRETE FLOOR PAINT; AREA ( r (OR EQUAL) OWNER TO SELECT COLOR SK REO. S.F. PROV. 3 5 I I • FASTEN AS PER MANU SPEC.'S VENT 13.0 S.F. 24.0 S.F. I K • INSTALL ALL AS PER MANU SPEC.'S REQ'D TYPICAL P. GONG. FOOTING 8 WALL CONSTRUCTION: �- O • (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD O O O O I O B SILL SEAL L -1 L -J L -1 L -1 L I • ANCHOR BOLTS AS PER PAGE 6-003 P NEW MECHANICAL AREA - NO PROPOSED FULL HE16HT BASEMENT; I . � • P. CONC. FOUND. WALL AS PER DETAIL UPON 4 ( H • P. GONG. FOOTING AS PER DETAIL uj ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR 6 — PROPOSED LIVING SPACE • S.O. FOOTING 5'-0" BELOW GRADE MIN. • 1/2" EXPA N51ON JOINT 6 PERIMETER OF SLAB (WHEN _ - •.y� .p Q I V • AIR ENTRAIN P. CONC. FOR PORCHES/PATIOS / T A-4ol - — vMt �0 , `STOOPS (WHEN APPLICABLE) 5rkn UNDER-FLOOR • MASON TO ACCOUNT FGR FINISH STONE ON THIN SET f O �� I O VENTILATION I O FOR HEIGHT OF WALL 6 SLAB (WHEN APPLICABLE) -1 F -1 O- �O� �O� _ sf cr r I' 3 _ FLOOR Ig50 S.F. ui L I- 'a /� I S AREA I A I Q HOLDOWN: to `[ Og HOEDOWN 'D' AS PER PAC!= G-003 O I6 Q SQ.`�' % REO. S.F. PROV. I e I VENT 13.0 S.F. 24.0 S.F. PROVIDE RHEEM 120 GALLON HOT WATER STORAGE < II REOD I PROJECT: 10 TANK; INSTALL AS PER MANUFAGT. SPECS EXI HEIIGHFULL ® ® ENERGY RECOVERY VENTILATOR: BASEMENT PROVIDE I r TR E I B E R II 1. PROVIDE ERV FOR ENTIRE HOME S.F. CONCRETE FLOOR PAINT; 2. MODEL BY "LENNOX" OR EQUIVALENT; r-O Fob OWNER TO SELECT COLOR I RENOVATION INSTALL AS PER MANUF. SPECS F -1 F — — -1 L _j NEW UP L -1 15 I-I • I-I W O FOUND $ POSTS FOR D. DECK: A-301 L � L � A-301 12 IND. P.T. P05T E P. GONG. PIER UPON FOOTING AS PER O I O O I O O I O I DECK DETAIL (TYP) I I 405 RACKETT'S COURT O OR WOOD STAIRS ® GRADE: 6 r ORIENT, N.Y. 11957 F PROVIDE 4" THK. P. GONG. PAD ® GRADE I3 � (MR1 8" WIDE x �� — DRAWING TITLE:J REOV LENGTH UPON 6" GRAVEL Q TYPICAL LEDGER BOARD ® EXT. DECK: • — I4 1. (U 2"x P.T. BD. TO MATCH DEPTH OF JOISTS — — — - — — — — — — — — — - — — — — — — — — — — — — — — — — — PROPOSED FOUNDATION PLAN 2. SECURED w/(2) 5/&" 4> )c 5" LONG H.D. GAL. LA6 BOLTS ® I6" O.G. 3. INSTALL H.D. 6ALV. J015T HANGER5 BY 'SIMP5ON' (OR EQUAL) D 4. PROVIDE FLASHING TUCKED UNDERNEATH SIDING b lil N 12 I 8 - BENT OVER TOP EDGE OF LEDGER BD. CIN 5. SEE NOTED DETAIL i Q' t- �°�'' — — — — — PAGE: WINDOW NOTE: 15 I. ALL NEW WINDOWS 4 DOOR5 SHALL BE MARVIN _ — — — — - CASEMENT, DOUBLEHUNG, OR GLIDING (AS NOTED); - A-102mOOINSTALL A5 PER MANU. SPEC.'S. FOR SUBSTITUTIONS,SEE NOTI= #g IN "GLASS WINDOWS AND DOORS" ON PAGE 0-002 IF CASEMENT WINDOWS - ALL CSMNT WNDW5 SHALL HAVE 24'-4" STRAIGHT ARM HINGE WHEN PROPOSED FOUNDATION PLAN! DATE: 12/22/22 6 OF 16 2.IF DOUBLE HUNG - ALL DBE. HUNG WNDWS TO BE TILT WASH 3.ALL 6LAZIN6 WITHIN IS" OF FF TO BE TEMP. GL. 4.SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND SCALE: I/4" I'-O"= WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM (2) 2"X8" HEADER U.O.N. WINDOW WELL: Ib PROVIDE NEW WINDOW WELL d COVER BY "ROCKWELL; ELITE SERIES" bb"W.X24"H. OR EQUIVALENT. INSTALL AS (ERED Apo, PER MAN. SPECS. HO TO Sf=LEGT COLOR. �\CJ � Y W1. w �! �Y; •� IT PROVIDE 500 GALLON BURIED PROPANE TANK; INSTALL AS PER MANUFAGT. SPECS ® A MINIMUM OF 10'-O" FROM EXTERIOR OF HOUSE B 5'-0" FROM PROPERTY LINES N A- elm'. OfiI'3E� ALL WINDOWS SHALL BE MARVIN "ELEVATE" SERIES; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "G-003" FOR NAILING d STRAPPING 0E I `�EF'AL S�I�50L <ENr : DETAILS. I O EXTERIOR FINISH TO BE "PEBBLE GRAY'; 3-2 DIVIDED LITES AT EVERY PANE Q U NEW PARTIAL HEIGHT WINDOW CHART ~ O EXISTING TO BE DEMOLISHED WOOD FRAME (L.G. STL. Z O � N EGRESS Lu r'I WHEN APPLICABLE) ROUGH OF WINDOW DIMENSION W EXISTING TO REMAIN NEW WOOD FRAME (L.G. F- NEW FOUNDATION WALL TAG TYPE MODEL # OPENANG Q W _ _ WIDTH REG'D: 20" Lu >_ STL. WHEN APPLICABLE) (� HEIGHT REOV:24" Z -WIDTH HEIGHT WIDTH HEIGHT I- _ NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL OPEN REQ'D: 5.'1 S.F. - - l O c Z A IF DOUBLE HUNG ELDH3672� 3'-O b'-O I 2'-II J J ® POST FOR 4" WALLS 1 ___J WOOD FRAME (L.<3. STL. WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL ( (2) DOUBLE 1 � L POST FOR b" WALLS), U.O.N. B HUNG ELDH3660 2W b-O 5'-O J 5-I I 4-11 1 5.8 S.F. NEW 2-HR FIRE RATED WOOD FRAME (L.G. STL. - - WHEN APPLICABLE) G AWNING ELAWN3-123 3-I I I I sg' 3 0 I I I 0. � � (4) DOUBLE ------- --_ D CUSTOM II'-II" 5'-il 6.9 S.F. Z m HUNG - O " E DOUBLE HUNG ELDH324& 2'-5 4'-O 3'-II 1" = 0 DOOR SCHEDULE --- - - F DOUBLE HUNG ELDH3652 3'-0 4'-4 4" 2'-I I 4-3 a Q r W DOOR MATERIAL G (3) AWNING ELAWN3723 3W a'-I" I'-II I. L 00 I'-II " TAG DESCRIPTION MANUFACTURER p N NOTES (2) DOUBLE - -=1 �- WIDTH HEIGHT H HUNG ELDH3040 2W L5'-O" 3'-4 J 4'-II" 3'-3 Y O tu - J (2) DOUBLE ELDH56-12 2W 6-O' b'-O 5-I I 5-I I HUNG �g4„ Q Z vi FFIRST FLOOR K (TEMP.) AWNING ELAWN2g23 2'-5" I'-II 2'-4" LL W O 101 3'-O" 8'-0" F � MODEL #S82105-GBGC; WHITE FRAME FINISH; PAINT L DOUBLE HUNG ELDH3040 2-6 ,3 2-5 3'-3 102 SWING THERMATRU 3'-O" 8'-O" • BY "BEHR" IN "PALE O Q M DOUBLE HUNG ELDH36b0 3'-O" 5'-O 2'-II" 4'-II 5.& 5.F. I --- CORNFLOWER BLUE"; DOOR f 103 2 b 6 8 OLA55 COLONIAL 5 LITE - -- - - -- - --- - (2)HUNG LE ELDH3652 2W b'-O" 4'-4 5'-II" 4'_3 j 104 SWING JELD-WEN 2'-b" 8'-O" • CASEMENT ELGA3347 6.4 S.F. -- -- 1F _ --_ 105 DOUBLE 51NING JELD-WEN 4'-0" B'-O" • '�'�WINDOW "P" TO HAVE CENTER MULLION TO MIMIGK DOUBLE HUNG WINDOW O 106 SWING-� JELD _j -WEN 2'-O" 8'-O"-=- � • ��I .I°--4'-b"-�Y W J LLL.��III -- v 107 SWING- JELD-WEN7T 2'-O" 8'-O" •(� _ J 10& SWING- JELD-WEN -.Q� Q 109 DOUBLE SINING JELD-WEN 4'-0" 8'-O" I� 110 SWING- -- ------- ---- �2'-5" e DOUBLE BARNl L L � III DOORS- �� JELD-WEN 4'-0" a.011 • - -� CLOSET OPENING - 3-8 -- - - -_--- --- III SECOND FLOOR 103 -AF 201 DOUBLE SWING JELD-WEN ��- JJJL - 202 SWING JELD-WEN 2'-b" b'-8" • ry �t m O (J� n 4'-3y2" 7 2 5._b f 2 203 SWINO-� JELD-WEN 2'-0" b'-8" 'll ?' _ r N 4 F DN. 50' REAR YARD SETBACK 204 SWING JELD-WEN 2'-O" T -I.. 01, 205 L-- SWING JELD-WEN 2'-6" b'-8" I KITCHEN MODIFIED o -4'-6" '� E LOSE HATER m O E----- 225 S.F. / - to r O S.F. X X- 206 SWING --JELD-WEN 2'-O' b'-8" I ---• I� - �� ®� ®� 6 5 ® Y fff �� l �I l s� _ b 20'1 SWING JELD-WEN 2'-0" JI 6'-8" i I / DW ^Q^Q o a F O 208 SWING JELD m BENCH -� O L =:20q � DOUBLE SWING JELD-WEN 4'-0" b-8 F_I I / 1E-___T lllt Jl O in BASEMENT _ `r IT'-8y2" T'-4" J - I - E001 :=IF - -- TTRIJ -O - • i ,- - NEW PWDR. RIM Io2 m rL- :0 - NATURAL LIGHT N U D BEAMS TO O m NEW MASTER HOOD VENTILATION w FRAME OPENING;2 Ilo 5 BATHROOM SIDES d TOP `r 0 150 S.F. ® FLOOR J AREA 200 S.F. ten'• � r- O FLOOR PLAN NOTES k-2'-10" NEH NEW = _ % REQ. S.F. PROV. DOOR NOTE: MUDROOM WALK-IN �` LIGHT NEW LAUNDRY AREAS: _ NE CL. ' O REQ'D Ib.O S.F. 52.5 S.F. O I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON O - MODIFIED ao S.F. b I. NEW WASH /DRY HOOK UP a dJ PLANS BY 'JELD-WEN' (OR E`.QUAL). m DINING ROOM = III L - VENT 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s cV ry , � 5 b 5.0 S.F. 27b S.F. 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON w/SIZE OF EQUIP. REO'D PLANS BY 'THERMATRU' (OR EQUAL). 3.PROVIDE HOOK UPS AS REO'S PER MANU. ' 8 C(�c i cV W 3.DOOR TYPE TO SELECT �_ Q 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR WALLS = EXPOSED WOOD CEILING ' C] 5.INSTALL AS PER MANU SPEC:.'s DRYER EXHAUST NOTE: 105 BEAMS THROUGHOUT t1 b.PROVIDE (2) 2"xb" HDR.,U.O.N. ' BENCH d GUBBIES FIRST FLOOR PROJECT: -I. SEE PAGE 6-005 FOR ALL OTHER FRAMING I. DUCT SHALL TERMINATE MI EXTERIOR ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 2.DUCT SHALL TERMINATE MIN. 4'-O" FROM ANY 124Y. 106 OPENINGS PROVIDE NEW " MODIFIED 14 Ri ® 1- STAIR t RAILING NOTE: 3.DUCT SIZE AS PER MANU. STONE FINISH ® �r (IOqTREIBER O I. ALL NEW STAIRS SHALL HAVE MAX. 8-I/4" Rl 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER = EXISTING -�'p `t �--, 3'-b" I 3� BEDROOM D 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN f FIREPLACE m K- 3-J2"- "ZONE I" 20o S.F. k) d MIN. 10" Tr - RISERS SHALL BE CLOSED � NEW MAX. 8.25" 18'--iy2" THERMO. � -cV Q 2. 42" HIGH GUARDRAIL d SPINDLE SPACING CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO t GL• pN' (13 Tr ® MAX. 10.. 0 � RENOVATION SHALL BE THE TO 1 6LE LENCTH5D NOT TO m 9 HCHT.6 O O w NOT TO ALLOW PASSAGE OF A 4 0 SPHERE; 10 S.F. SM/C.O r i 1- 36" HIGH HANDRAIL b SPINDLE SPACING NOT to NATURAL LIGHT � I nILI TO ALLOW PASSAGE OF A 4" (P SPHERE EXCEED 8 FEET AND SHALL BE LISTED AND LABELED VENTILATION 108 104 IN ACCORDANCE WITH UL 215&A. 3. 6RIPPABLE RAIL AS PER CODE FLOOR I � ,. ,. 4. RAILING TO BE WOOD 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID 450 S.F. „ Q METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS AREA ZONE 2 �2'-10" 3'-4y2 405 RACKETT'S COURT RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST THERMO. Cl= NATURAL LIGHT $ � REO. 5.F. PROV. �7 w SMOKE DETECTOR / GO DETECTOR NOTES: DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL 46 - VENTILATION a ORIENT N.Y. 11957 O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT 50�yy5 LIGHT 36.0 S.F. '18.4 S.F. I X X _ FLOOR SMOKE /CARBON MONOXIDE COMBINATION DETECTOR 1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER REQ'D Q Q 215 S.F. - HARD WIRED TO EACH OTHER w/BATTERY BACKUP. LOCATION TO THE WALL OR ROOF TERMINATION. THE VENT -_1 ry ATTI 12 AREA 2.INSTALL ALL AS PER MANU. SPEG.'s MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 REQ'D 41.1 S.F. I ® ® �! HATGF J % REO. 5.F. PROV. 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR FEET FOR EACH 45° BEND AND 5 FEET FOR EACH CIO' it F- DRAWING TITLE: LIGHT -IN COMPLIANCE WITH LOCAL. CODE BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES MODIFIED I NE►^I 2 -4 22.0 5.F. 41.5 5.F. NOT INCLUDE THE TRANSITION DUCT. WINDOW NOTE: J LIv125 ROOM � FOYER �� WOOD BEAMS TO NEW SUNROOM �QD _ A = PROPOSED FIRST FLOOR PLAN Ibo S.F. FRAME OPENING; II.O S.F. 48."i S.F. O UP 2 SIDES d TOP 2'15 S.F. REO'D O I. ALL NEW WINDOWS 6 DOORS SHALL BE MARVIN NEW WOOD FLOOR: I-I -- I-I CASEMENT, DOUBLEHUN6,OR GLIDING (AS NOTED); O I. NEW " PLYWOOD SUBFLOOR BENEATH (GLUE d SCREW); A-301 - A-501 INSTALL AS PER MANU. SPE`.C.'S. FOR SCREW PERIMETER OF 5HEATHIN6 4" O.G. d 12" O.G. ® PROVIDE b" HORIZONTAL SUBSTITUTIONS,SEE NOTE #�I IN "GLAS5 WINDOWS INTERIOR. ' Q a I � I I - 5HIPLAP THROUGHOUT AND DOORS" ON PAGE 6-002 IF CASEMENT 2.NEW FINISHED FLOOR PER H.O. SELECTION;8" WIDE I OPEN TO p WINDOWS - ALL 05MNT WNDW5 SHALL HAVE PLANK EXPOSED WOOD GEILIN6 ABOVE i T FOYER(1ST 4 2ND Q'-O' GL6. BEAMS THROUC HOUT 101 �t STORY),MUDROOM d q STRAIGHT ARM HINGE WHEN H6HT. FIRST FLOOR O I I I SUNROOM d) PAGE: 2.IF DOUBLE HUNG - ALL DEL. HUNG WNDW5 TO BE NEW TILE FLOOR: TILT WASH O 1. NEW TILE FINISH (H.O. TO SELECT) UPON I6'-1" 19'-8" 25' " m 3. ALL 6LAZIN6 WITHIN 1&" OF FF TO BE TEMP. CL. u� 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON m - - - 3mOO 4.SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND 3.NEW 4" DUROGK CEMENTBOARD (OR EQUAL) UPON WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A 4.NEW J" PLYWOOD 5U5FLOOR BENEATH (CLUE d SCREW); MINIMUM (2) 2"XS" HEADER U.O.N. SCREW PERIMETER OF SHEATHING 4" O.G. 8 12" O.G. ® - � A A A A A A EGRESS NOTE: INTERIOR. IN COMPLIANCE WITH NEW YOR.K STATE BUILDING 4 A A CODE,SECTION R3I0.2.1;THE FOLLOWING MEANS OF EORE55 SHALL BE FOLLOWED: O PROVIDE (2) NEW 3 TON A/C CONDENSERS: 5'-�2" b'--(y2" 5'-4" 4'-Sy2" 3'-8" NEW COVERED -ICj2" O 4'-8" 4'-8" 4'-8" 4'-8" 3'-Sy2" DATE: 12/22/22 7 OF 16 I. UNITS BY "RHEEM" OR APPROVED EQUAL NET CLEAR OPENINO........... 5."1 S.F. 2.PROVIDE TONNAGE FOR FIRST FLOOR "ZONE 1" 6 "ZONE PORCH NET CLEAR HEIGHT............... 24" MINIMUM 2" d SECOND FLOOR "ZONE 3" 100 S.F. NET CLEAR WIDTH................. 20" MINIMUM 3.INSTALL AS PER MANUFACTURER SPECS DN. (5) RISERS 4.INSTALL UPON CONCRETE PAD AS PER DETAIL TYPICAL BATHROOM NOTE_ O I. WALL BOARD NEW 6AS FIREPLACE INSERT: I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN 10 I. H.O. TO SELET MODEL ALL BATHROOMS 2. CONNECT AS PER MANUFACTURER SPECS .' G 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND 3. PROVIDE ALL NECESSARY VENTING I-i'-I" 45'-:2y: co ' TUB SURROUNDS y2� 2. SHOWER FLOORS PROVIDE (1) NEW 3 TON HYDRONIG AIR HANDLER: GAO AQ 2.1. NEW TILE FIN15H (H.O. TO SELECT) UPON II 1. UNIT BY "RHEEM" OR APPROVED EQUAL 62-3y2 2.2. CONCRETE MUD-SET(SLOPE 1/8" PER FOOT 2.PROVIDE TONNAGE FOR ENTIRE SECOND FLOOR "ZONE 3" % �.-1 TOWARDS DRAIN) UPON 5.UNIT TO BE INSTALLED IN ATTIC 2.5. WATER PROOF MEMBRANE TO COVER SHOWER FLOOR, WRAP DRAIN t ATLEAST 16" UP WALLS 1 _ 12 NEW ATTIC ACCESS - PULL DOWN STAIR: N9 Q3�4 PJ �+ I. MIN. 550 #CAPACITY I PLAN 2.SIZE TO FIT MECH. EQUIP. THROUGH OPENING (MIN. PROPOSED FIRST ST FLOOR �L�I `� T 22"x3o') �0 ?4 3.DBL. FRAMING WHEN NEW OPENING 4.INSTALL AS PER MANU. 5PE6.'s O/- GG A SCALE •� '� 5. CONSULT H.O. FOR PRECISE LOCATION OF ACCESS 211 O4.I S.F. HABITABLE SFAGE; 2,104.1 S.F. ROSS AREA : 1/4" = I'-Oil ALL WINDOWS SHALL BE MARVIN "ELEVATE" SERIES; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "0-005" FOR NAILING 4 STRAPPING 0E I�I ERAL �� OL � � ; DETAILS. EXTERIOR FINISH TO BE "PEBBLE GRAY'; 3-2 DIVIDED LITE5 AT EVERY PANE a- 0 EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WINDOW CHART W Z O WOOD FRAME (L.6. STL. EGRESSWj � CN WHEN APPLICABLE ROUGH OPENING WINDOW DIMENSION CLEAR W vi EXISTING TO REMAIN NEW WOOD FRAME (L.6. NEW FOUNDATION WALL TAG TYPE MODEL # OPENING . WIDTH RE:OV: 201, >: - - -.- -� - HEIGHT REOV:24" LLJ -.,- cr STL. WHEN APPLICABLE) WIDTH HEIGHT W DTHI HEIGHT •. � Z OPEN REOV: 5.'i S.F. NEW I-HR FIRE RATED © POST2FOR 4" WTRU STRUCTURAL - O A - DOUBLE HUNG ELDH3672 3 O b-O -- - Z WOOD FRAME (L_.G. STL. _-�I 2-I I 5-I I J = -L -- -' -- l Ix O 0 WHEN APPLICABLE) MIN. 2 2"xb" STRUCTURAL (2) DOUBLE POST FOR b" WALLS), U.O.N. B HUNG ELDH3660 2W 6'-O 5'-O 5-I I 4-I I 5.a S.F. O NEW 2-HR FIRE RATED 1f - -------------- WOOD FRAME (L_.6. 5TL. G AWNING ELAWN3-123 3--I" I I'-II 3'-D" I'-ll �" QO m WHE APPLIG B ---- - - - _ _ D ( (4)HDI,OUC7BLE� - CUSTOM 12'-O" b'-O LH=_11- 1 6.14 S.F. ZO E DOUBLE HUNG ELDH524a �2'-a "- J( 4'-0 4" 2'-7 DOOR SCHEDULE I� -- - DOOR MATERIAL F DOUBLE HUNG ELDH3652 3'-O l( 4'-4 2'-II 4'-3 Q J-JI _ -- - 6 00 (5) AWNING ELAWN3723 3W q-I I -11 9 I q-oilI.-III l - TAG DESCRIPTION MANUFACTURER p A 0 NOTES = WIDTH HEIGHT F- Q H (2) DOUBLE ELDH3040 2W 5'-O" 3'-4 4'-II" 3'-3 J - --- --- ---- (2) DOUBLE J HUNG ELDH36�2 2W b'-O" b'-O 5'-II" 5'-II Q Z 4 FIRST O -- K (TEMP) AWNING ELAWN2g23 ==2-5---_ I'-II 9� - 2'-4" I'-II �" LL W O �J � � IS 101 MODEL #Sa2105-FINISH; P L I DOUBLE HUNG ELDH5040 2'-6" 3'-4 2'-5" 3'-3 " WHITE FRAME FINISH; PAINT ��5.-011 BY "BEHR" IN "PALE _JJ O Q .. - r"I < O M DOUBLE HUNG ELDH3660 3-O' - 5'-O 2'-II" 4'-II 5.b S.F. F -J • CORNFLOWER BLUE"; DOOR �J �• ( 1 105 2'-V" 6'-a" OLA55 COLONIAL b LITE - - _ (2) DOUBLE N (TEMPa ELDH3652 2W b'-O" 4'-4 4'-3 " - - - HUNG l - --°--- 104L_: SWING JELD-WEN 2'-b" a'-O" I • L11 1 �I P CASEMENT ELGA334"i 2'-q" 3'-II L-7-7W71F5,-11 �" b.q S.F.r lr �� lF- 105 DOUBLE ! JELD b'-O" I •-JI II II - F**k4lNr,>Okq "P" TO HAVE CENTER MULLION TO MIMIGK DOUBLE HUNG WINDOW V lob SWING I JELD-WEN 2'-0" b'-O" --- • I I� W 107 SHIN� JELD-WEN 0 _! LL��11 108 SWING JELD-WEN F_ _1_ FE-] . -- IOq DOUBLE 'SWING JELD-WEN 4'-0" 110 SWING JELD-WEN 2'-O" 8'-O" • I -- -_JI --I �/` t 1111 _ I 111 III DOUBLE BARN - - JELD-WEN 4'-0" b'-O" I • I��I CLOSET OPENING SECOND FLOOR p - - - - - 201 DOUBLE ' JELD-HEN�� 4'-0" 6'-a" 1 NATURAL LIGHT 4 NATURAL LIGHT �� - VENTILATION VENTILATION 202 SWING JELD-WEN 2-6 6-a • FLOOR AREA 145 S.F. AAA 150 S.F. PROVIDE EXPOSED 203 SWING JELD-WEN 2'-O" b'-b" . ��U COLLAR TIES � I % REQ. S.F. PROV. % REO. S.F. PROV. CATHEDRAL CEILINGS; PROVIDE 6" HORIZONTAL 204 SWIN� JELD-WEN 2'-O" b'-b" • l REQD 11.6 S.F. 28.4 S.F. REQ,D 12.0 S.F. Iq.2 S.F. CATHEDRAL ROU6HOUT I I 4:12 4:12 -- - -- VENT D N VENT �Q,D 5.b S.F. 15.3 S.F. 6.0 S.F. 20.1 S.F. 205 SWING JELD-WEN 2-b b-b • _ II II 206 - SHIN JELD-WEN 2-O ( b-a - 1LJ - 5'-Oy2" T-O" i"1'-1" - 20� --=_-I SWING JELD-WEN - 2'-0" b'-b" �i �i M M 4 6 '-' �08 SWING I JELD-WEN 2'-b" -]I - 15'-Sy2" 5-2' 14'-3y2" 20q DOUBLE - JELD-WEN 4-O b-a • 206 GL = m I I I I II BASEMENT - - - MODIFIED = I ry jr E � �' rMODIFIED001 SWING THERMATRU 3'-O" b'-b" • BEDROOM r ,O 145 S.F. I 3 - r I o BEDROOM 150 S.F. PROVIDE EXPOSED COLLAR 6 D tq I - - __ I ~ TIES ® CATHEDRAL CEILINGS, SM/GO 205 s PROVIDE 6" HORIZONTAL GATHEDRAL� 5HIPLAP THROUGHOUT GEILIN6 I I I P CATHEDRAL °- - - - - - - - I`1'-b" I I (CATHEDRAL I I 2 9-I GEILIN6 I O FLOOR PLAN NOTES o � I 0 DOO-R NOT' NEW LAUNDRY AREAS: r I II'-bye" I m I ISM/GD 20l ' M/GO �r I. INSTALL NN INTERIOR DOORS WHEN GALLED OUT ON NEW irm 202 0 I - " O O I. NEW WASH/DRY HOOK UP I - - y2 PLANS BYJELD-WEN' (OR EQUAL). V LNDY. � II 3 2.INSTALL NV EXTERIOR DOORS WHEN GALLED OUT ON 2•COORDINATE LAUND. ROOM 4 DOOR DIM.'s K ��_ GL. - w/SIZE OF EQUIP. O PLANS BY�4FRMATRU' (OR EQUAL). ' 7 i 3.DOOR TYFTO SELECT 3.PROVIDE HOOK UPS AS REQ'S PER MANU. 5 20-1 4.PLACE D0Z5 4" MIN. FROM PERPENDICULAR WALLS 5.INSTALL AbER MANU SPE'_G.'s _ a NEW HGHT. DN. `ti NEW b.PROVIDE (:2"xa" HDR.,U.O.N. DRYER EXHAUST NOTE: O BATHROOM O 4:12 1. SEE PAGE 003 FOR ALL OTHER FRAMING I. DUCT SHALL TERMINATE TO EXTERIOR m sb S.F. "ZONE 3" I m CL• '� �, 2.DUCT SHALL TERMINATE MIN. 4'-O" FROM ANY N ) O THERMO. A-401 II S.F. 203 _ry ry I ELEMENTS JOUND DOOR. (TYP. FOR ALL) U.O.N. OPENINGS BENCH - -- ,E 2_ I PROJECT: STAR, NOTE: 3.DUCT SIZE AS PER MANU. -4'-0"-- O -ALLr 208 2 i- I. NEW SIRS SHALL HAVE MAX. 5-1/4" RI 4.DUCT SHALL BE EQUIPPED H/A BAGKDRAFT DAMPER „ . ,. SM/ O n= - 4 MIN. 10" RISERS SHALL BE CLOSED 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN = - _ 04 I T R E I B E R 2, 42" HIGH 6RDRAIL 4 SPINDLE SPAGIN6 CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO I z NOT TO AL4y PASSAGE: OF A 4" SPHERE; CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM PROVIDE EXPOSED COLLAR I I-IjY2" 4'-�/2 OPEN TOQ RENOVATI0N 36" HIGH HARAIL 4 SPINDLE SPAGIN6 NOT SHALL BE LIMITED TO 51N&LE LENGTHS, NOT TO TIE:5 0 CATHEDRAL GEILIN65; BELOW TO ALLOW�SAOE OF A 4" <P SPHERE EXCEED a FEET AND SHALL BE LISTED AND LABELED PROVIDE 6" HORIZONTAL 3. 6RIPPABLE,IL AS PER,CODE IN ACCORDANCE WITH UL 215bA. SHIPLAP THROUGHOUT - - - - _ - I _ - - - _ BENCH 4. RAILING TO WOOD ci 6.EXHAUST DUCTS SHALL BE MIN O.OI6" THK RI61D CATHEDRAL ( - METAL H/SMOOTH INTERIOR SURFACES WITH JOINTS MODIFIED SMOKE DEM GO DETECTOR NOTES: RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST E BEDROOM CATHEDRAL I �i 5 I I 405 RACKETT'S COURT R MOTS SHALL NOT BE CONNECTED WITH SHEET-METAL I_I 160 S.F. O I. CONTRAGTORa,LL PROVIDE CODE COMPLIANT ORIENT, N.Y. 11957 SMOKE /CAR MONOXIDE COMBINATION DETECTOR i. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER A-501 A-301 HARD WIRED =AGM OTHER H/BATTERY BACKUP. LOCATION TO THE WALL OR ROOF TERMINATION. THE 2.INSTALL ALL PER MANU. 5PEG.'s MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 - NEw NEw 3.SMOKE DETEQ AND Gf�RBON MONOXIDE DETECTOR FEET FOR EACH 45' BEND AND 5 FEET FOR EACH 90" ! I PROVIDE 6" HORIZONTAL BATHROOM I I DRAWING TITLE: IN GOMPLIANGTH LOCAL CODE BEND. THE MAX. LENGTH OF THE EXHAUST DUGT DOES - i 5HIPLAP THROUGHOUT E _NOT INCLUDE THE TRANSITION DUCT. - - - I - to S:� FOYER (I5T 4 2ND STORY) O - w S.F. w1NDow NOTE: I PROPOSED SECOND FLOOR PLAN I. ALL NEW WIND 4 DOORS SHALL BE MARVIN NEW WOOD FLOOR: `9 I O ton 12'-2y2" CASEMENT,DC:HUN6,OR 6LIDIN6 (AS NOTED); O I. NEW J" PLYWOOD SUSFLOOR BENEATH (CLUE 4 SCREW); INSTALL AS PENNU. SPEC.'S. FOR SCREW PERIMETER OF SHEATHING 4" O.G. 4 12" O.G. ® G G G SUBSTITUTIONS NOTE #q IN "GLASS WINDOWS INTERIOR. N 0 AND DOORS" AGE 6-002 IF CASEMENT 2.NEW FINISHED FLOOR PER H.O. SELECTION;b" WIDE WINDOW5 - AL�INT WNDWS SHALL HAVE PLANK STRAIGHT ARI5E WHEN �(g� 2.IF DOUBLE HUN,LL 015L. HUNG WNDW5 TO BE NEW TILE FLOOR: PAGE: TILT WASH O I. NEW TILE FINISH (H.O. TO SELECT) UPON NATURAL LIGHT 8-by2 b'-by2" 4'-by2" 5'-2" 5'-5y2" 4'-4y2" 3.ALL GLAZING 4 15" OF FF TO BE TEMP. 6L. 2.ONE LAYER THINSET(LEVELED PROPERLY) UPON 4.SEE PACE G-COR FRAMING ELEMENTS AROUND VENTILATION WINDOWS (TYRALL) I.I.O.N.;PROVIDE AT A 3.NEW " DUROGK GEMENTBOARD (OR EQUAL) UPON 10 4" s MINIMUM (2) 2"c`ADER U.O.N. 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW); AAA 160 S.F. (_ - - - - - - - - - - - - - - - - - - - - A EGRESS NOTE: SCREW PERIMETER OF SHEATHING 4" O.G. 4 12" O_G. IN COMPLIANCE KH.YO'RK STATE BUILDING INTERIOR. % REQ. S.F. PROV. CODE,SECTION S;THE FOLLOWING MEANS OF LIGHT EGRESS SHALL ELOWED: O PROVIDE (2) NEW 3 TON A/C CONDENSERS: REOV 12.b S.F. 2b.4 5.F. I. UNITS BY "RHEEM" OR APPROVED EQUAL VENT ti DATE: 12/22/22 8 OF 16 NET CLEAR OPEN,.••• 5.-1 S.F. 2.PROVIDE TONNAGE FOR FIRST FLOOR "ZONE 1" 4 "ZONE REQ,D 6.4 S.F. 15.3 S.F. p NET CLEAR HEI6E..•,. 24" MINIMUM 2" 4 SECOND FLOOR "ZONE 3" NET CLEAR WIDTf..... 20" MINIMUM 3.INSTALL AS PER MANUFACTURER SPEG5 4.INSTALL UPON CONCRETE PAD AS PER DETAIL TYPICAL BATHE NOTE_ O I• HALL BOAR( NEW OAS FIREPLACE INSERT: I.I. INSTALL RE RESISTANT 6YP5UM BOARD IN 10 I. H.O. TO SHLET MODEL PROPOSED SEOOND FLOOR FLAN :r�F ALL BATS 2. CONNECT AS PER MANUFACTURER SPECS 1.2. INSTALL ETE BOARD IN ALL SHOWERS AND 3. PROVIDE ALL NECESSARY VENTING ��Q aR� a v TUB SURF I,015.4 S.F. HABITABLE SFACE; 1015.4 S.F. OROSS AREA SCALE: I/4" = I'-o° ��`'��•. fit: ��%"�'% 2• StL0 �6 PROVIDE (1) NEW 3 TON HYDRONIG AIR HANDLER: � 2.i. NEW TILE(H.O. TO SELECT) UPON II I. UNIT BY "RHEEM" OR APPROVED EQUAL 2.2. GONCRE•5ET (SLOPE 1/5" PER FOOT 2.PROVIDE TONNAGE FOR ENTIRE SECOND FLOOR "ZONE 3" b y + 1 > k{ TOWARD'!) UPON 3.UNIT TO BE INSTALLED IN ATTIC mil. z`.'' 1' _ 'k 2.5. WATER PEME'�RANE TO COVER SHOWER FLOOR,KAIN 4 ATLEAST la" UP WALLS .s,'r"-;_y NEW ATTIC ACCESS - PULL DOWN STAIR: A 12 I. MIN. 350 # CAPACITY740� .� 2.51ZE TO FIT MEGH. EQUIP. THROUGH OPENING(MIN. OF � �`� 22"x30") 3.DEL. FRAMING WHEN NE:W OPENING 4.INSTALL AS PER MANU. 5PEC.'s 5. CONSULT H.D. FOR PRECISE LOCATION OF ACCESS n.ELEVATION NOTES Q 0 W ENTRY DOORS BY "THERMATRU" MODEL J w 04 OO "582105-OBGG" • DOOR OLA55 - COLONIAL 8 LITE tu- T-I • WHITE FRAME FINISH • W �: PAINT BY 'BEHR" IN "PALE CORNFLOWER BLUE" Q • VENTURE BLACK NICKEL HANDLE5ET cc � Z 0 Z O WINDOWS BY "MARVIiy" J J 0 • "ELEVATE" SERIES DOUBLE-HUN05 4 AWNIN05 • EXTERIOR FINISH "PEBBLE GRAY" Ix 0)0 0 • 3-2 DIVIDED LITE5 AT EVERY PANE a- LA O3 ALL EXTERIOR TRIM TO 13E 5-I/2" AZEK; WHITE 1 \ Z 'I m 0 O ALL DECKINO 3 STAIRS TO BE IPE NATURAL H 0 WOOD Z Lu • BRAZILIAN IPE WOOD UNTREATED TO TURN -j Q J GREY NATURALLY 9 J 00 5 TYPICAL SIDING: u Z 0) (D O I. ALL SIDING HAS BEEN PREVIOUSLY APPROVED BY 10 J SOUTHOLD TOWN HPG;ANY DEVIATIONS FROM MATERIAL Z d COLOR STATED BELOW NEED TO BE VERIFIED WITH ARCHITECT BEFORE PURCHASE 2. SEE NOTE AT BUILDING SECTION FOR MINIMUM J N CONSTRUCTION STANDARDS _-ILA]Ll - -_ _ Lm VA I`ALL SIDING TO BE "NuGEEY) � LA 11 L 0 J O • COLOR: ARGOS (6REY,! • STYLE: ROUGH5AWN 5HINISLE • SIZE: 4.5-10.5" WIDE AND 18" TALL W/1" EXPOSURE I I I I I I I I I I I I I I I I I I uj in . m Ob TYPICAL ROOFING: I. ALL ROOFING HAS BEEN PREVIOUSLY APPROVED BY SOUTHOLD TOWN HPG;ANY DEVIATIONS FROM LLM LtL AlLu E 11 MATERIAL d COLOR STATED BELOW NEED TO BE B - IIIIII II — - - - - ~ VERIFIED WITH ARCHITECT BEFORE PURCHASE I __ _- I-_____-- -__ �1. -- l W 2. SEE NOTE AT BUILDING SECTION FOR MINIMUM I I LLLLtLLLI - - - - - - CONSTRUGTION STANDARDS L] IIL ALL ROOFING TO BE METAL SHINGLES BY "BERRIDGE" ___- - -- Q t • COLOR: CHARCOAL 6RIY I • STYLE: VICTORIAN SHINGLE -tJ • Z D TALL II ----- I I I II Lu-fL ULM �1 UL 1 IL I1JLL \ O CHIMNEY Y VERTICALINO EXTENSION T E NSIO AND FLUE STYLE `�` LL_ ULI NEW b" SEAMLESS GUTTERS 8 DOWNSPOUT5; WHITE, flAta JH 11 H I LW LLU LITAl O ROUND ALUMINUM (TYP.) _ "LA Lm ILIL 1-til IL11i LIL I11 I 5 O INTERF PROVIDE CONCEALED FLASHING AT ALL ROOF JLtmA A A j A 1L IL All I - CA)__ A A A O lLm i i u __ I'll »JO JILH ROOF CRICKET (IYP.): -LLj I IJ�W 11��LULL� LJ LJ L LJ l lol L� —I � u LJ LJ LJ LI LJ LJ 10 2"x4" FRAMING ® I6" O.G.;PfZOVIDE ICE SHIELD I I I�u a - - LALLU LAPPED IS" IN ALL DIRECTIONS 8 FULLY FLASH. I Lu u �I 1 --_-__ _ Ll -� L II PROVIDE WHITE "PERMACAST" COLUMN FOR - II ALL EXTERIOR COLUMN LOCATIONS NEST ELE\/ATION (FRONT) I 4 50ALE: 1/4" z w O U Ab -- - - - - �\ - - - LU Q - u emu LLE LIHLU __ - - - - � �I II LI_�J��lLl�l-I � � PROJECT: � ��i-11��Iul_ TR EI BER LLLMI �Lmt RENOVATION -I LJ�IL - 1u1.1�I li- L E 405 RACKETT'S COURT � � - � �,. IO - � ORIENT, N.Y. 11957 DRAWING TITLE: J PROPOSED EXTERIOR ELEVAT IONS1L i1�LIl��f_lJJ-L�l�l 1 I IJ IJLt i u «JUIW tL - - �LL�J L�I�IJIJJ_lI L. LLL 1llL11�111.11_ll ffl I ILLIU-U-I�-IJI�I�JJ 1� LJ1 f U 1-1 1 I LUL PAGE: N L �� 1L� L 111 ll iuLLLU 1 H U I 201m00 L_ I ULpJju tt a L1.1 1 m q-11EIL n —_ - 2 �� I I I I I I I I I I I I I I I I I I I I I I I 1 111111 1111 DATE: 12/22/22 9 OF 16 iv IL AiIII SCALE: 1/4" = P-O" �T ��744�" -to p N E� a. U ELEVATION NOTES Q H d7 W D N • ENTRY DOORS BY "THERMATRU" MODEL J w 0 O "582105-GBGG" • DOOR GLASS - COLONIAL 8 LITE • WHITE FRAME FINISH • PAINT BY "BEHR" IN "PALE CORNFLOWER BLUE" Q W >- • VENTURE BLACK NICKEL. HANDLESET Z O Cl) O W J =WINDOWS BY "MARVIN" Z>- J O • "ELEVATE" SERIES DOUBLE-HUNGS 4 AWNINGS • EXTERIOR FINISH "PEBBLE GRAY" Lo � • 5-2 DIVIDED LITES AT EVERY PANE O O 6 � a LA m @ ALL EXTERIOR TRIM TO BE 5-I/2" AZEK; WHITE a >- d' m Z O O ALL DECKING 8 STAIRS TO BE IPE NATURAL ._ - - _ -_ _ -_ to N WOOD NVALLB II L Z • BRAZILIAN IPE WOOD UNTREATED TO TURN - - _ - '� Q J GREY NATURALLY - _ - - LI ICI ��I oo - - U- 1A - - _ - z q* 0 O5 TYPICAL SIDING: J1 I. ALL SIDING HAS BEEN PREVIOUSLY APPROVED BY u �� SOUTHOLD TOWN HPG;ANY D;=VIATIONS FROM MATERIAL 8 COLOR STATED BELOW NEED TO BE VERIFIED WITH ARCHITECT BEFORE PURCHASE I I II II I I IIIIIIIIIIII 3 2. SEE NOTE AT BUILDING SECTION FOR MINIMUM a 6 LJ-_I-L-L LLl�1J�1�1� -ffi � Z (V CONSTRUCTION STANDARDS ® ! I W W CO LA w T-1 _ -_ ��u-ICI u�,r I�w ALL SIDING TO BE "NuCEDAR" I - 1141 IIc�yy III IMMII II�tII IIIT �u I I I I LI I�._i _�I� M M 0 J O • COLOR: ARGOS (GREY) /� I LJ 1 I LJ LJ L�-f L1� _IJ L 1 Ll u u. J l u 1 L • STYLE: ROUGHSRWN SHINEsLE • SIZE: 4.5-10.5" WIDE AND IS" TALL W/T' EXPOSURE - - - I - - LLl�l�1 _ -U� jAj � Ob TYPICAL ROOFING: A � �N N I N N I N N I I N I N N I A �r 1III I IILII ItI � I I IL I I I�I u I I�1 I-LII LLB ��1� XA �x� w I. ALL ROOFING HAS BEEN PREVIOUSLY APPROVED BY �I�hJ I u I L I I LJ LJ I I LJ LJ LI LJ I �_ � SOUTHOLD TOWN HPG;ANY Di'VIATIONS FROM -- -- --- ---- - - --- - - -- - -- _ _ - - - - MATERIAL d COLOR STATED BELOW NEED TO BE VERIFIED WITH ARCHITECT BEFORE PURCHASE I I I I V 2. SEE NOTE AT BUILDING SECTION FOR MINIMUM I �LL�1 L(-ILtmu W CONSTRUCTION STANDARDS IHiLLU LHAILIU-111 1J —1 Ll71 ��-L� U �- I II II ALL ROOFING TO BE METAL SHINOLE5 BY "BERRIDGE" I L—I� 1�1J1 m J • I II I II II II �- I II II II II COLOR: CHARCOAL GREY I I I 1�1 L LLJ �_ I_I_I-L U�u_J 1-_U _ IU ��L • STYLE: VICTORIAN SHINGLE A F N F I a �Ll -��» 111 1 ll - �- LLJUI�u L L• SIZE: a" WIDE AND 12" TALL � Ln = I_ III IIIIII II� I I I I l - IIIIII IIII IIII II II I_ CHIMNEY VERTICAL EXTENSION TO MATCH 1IIM LmL --R u L_ L II I vm O EXISTING MASONRY BR'GK AND FLUE STYLE I I I , � NEW J L lJ �� 1� I I I I I LI I I 102 103 _{ O 6" SEAMLESS GUTTERS 8 DOWNSPOUTS; WHITE, 4- 0 J_1�J_��l�L1111 I l � IJ_ll1��11J1�11� �,O ROUND ALUMINUM (TYP.) I - - - J-U-111�1-1.1 �I_�_1.1_�J��uI_ - -_- - OPROVIDE CONGEALED FLASHINcS AT ALL ROOF INTERFACES. - f ROOF CRICKET (TYP.): 10 2"x4" FRAMING ® 16" O.G.;PROVIDE ICE SHIELD EAST ELEVATION (REAR) LAPPED 15" IN ALL DIRECTIONS d FULLY FLASH. PROVIDE WHITE "PERMACA5T" COLUMN FOR SCALE: 1/4" II ALL EXTERIOR COLUMN LOCATIONS U, z w O >U W H - - PROJECT: TREIBER AAA- - - _ - RENOVATION h -1�1�11_I�11 405 RACKETT'S COURT ORIENT, N.Y. 11957 H- Ll ��1 II - I-LUAL DRAWING TITLE: ul � W PROPOSED EXTERIOR ELEVATIONS 1111 _llll 11 —� PAGE: - -- 11UI 111IIII Ill1 202mOO I H 1 U1 ' 1_ll ILLI 1 J - LIL11 fliu `�- --I' _ DATE: 12/22/22 10 OF 16 m �IJ �1 LIJ L LLU A. tI I LJ1JL LW�I f 11�11 Il��I U I I_LI �LI L 11 LIJ _111Lll " J 1J1L11-- F J1111J i_�1 �LI I �L�I J 1J� -- - 11�L11A111111 J ll 1U�� i III - NORTH ELEVATION (LEFT SIDE) SCALE: 1/4" = 1'-0" OF d) BUILDING SECTION NOTES a. C.) p t= dp ONEW ROOFING NOTE (TYP.)_ W Z I. INSTALL NEW ROOFING AS PER ELEVATION NOTE Z N 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS J W OVER PROPOSED RIDGE HEIGHT Q W }: 3.INSTALL 15 # BUILDING FELT(U.O.N.) OVER ELEV. +26.2' 4.1/2" GDX PLYWOOD 5HEATHIN6 (BLOCK ALL SEAMS) Z 5.GAP SHINGLE OVER RIDGE d HIPS (A5 REO'D) - O z 6.PROVIDE RIDGE VENT(AS REO'D) J = 7. FLASH ALL VALLEYS 12 -J J 0 5.INSTALL DRIP EDGE AS REO'D cf..INSTALL ALL AS PER MANU. 5F'EG.'s 8 a) O TYPICAL ROOF CEILING CONSTRUCTION: \ 0 00 O 2 m p„ 2 NEW ROOFING AS NOTED J � >- -t m • 1/2" GDX PLYWD SHEATHING(BLOCKING C ALL CATHEDRAL Z PLYWD SEAMS) L CEILING O • R.R.,G.J., 8 G.T. AS NOTED ON PLANS (® SPANS = p OVER 8' INSTALL "X" BRIDGING ® CENTER OF Z jr SPAN,U.O.N.) -- -,.._._. J • MIN. OF R-44 SPRAY F04NI INSULATION O �I Q J L� PROPOSED RIDGE HEIGHT > 1*z 0) C) oo TYPICAL EXTERIOR WALL CONSTRUCTION TYP. : O • UPON "TYVEK' HOUSE WRAP (OR EQUAL) -------------------------------_-_-- • UPON 1/2" GDX PLYWD. SHEATHING (BLOCKING ® �' O ELEV. +16.3' ALL PLYWD SEAMS) o Y r'I 0 • 2"xb" 5TUD5 ® I b",O.G. w/DBL. TOP PLATE •" MIN. 2" FOAM WITH R-II BA'fT;TOTAL'25 3 12 •` 5/8" GYPSUM BD. WALL FINISH PROPOSED SECOND FLOOR 4 NEW r - 1 4 ELEV. +11.9' �` MODIFIED BATHROOM m LLL W CD 0 NEW SIDING NOTE (TYP.): BEDROOM _ _ _ NEW ATTIC Ln rl 1. INSTALL NEW SIDING AS PER ELEVATION NOTE 2."TYVEK" HOUSE WRAP (OR EQUAL) J O Q 3.INSTALL ALL AS PER MANU. SPEC.'s 4.PROVIDE ALL NECE55ARY 77RIM FOR PROPER INSTALLATION EXISTING SECOND F_LOOR_______ 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION WALL ELEV. +cf.&' a W O TYPICAL FLOOR CONSTRUCTION: _ FTTI - I. FINISH FLOORING TO SELECT 2. 5/4" T46 GDX PLYWD. SUBFLOOR GLUED b SCREWED 3. F.J. AS NOTED ON PLANS - AT SPANS OVER 5' 6' `U INSTALL 'X' BRACE ® MIDSPAN H ! MIN. R-50 BATT INSULATION (ONLY BETWEEN FIRST FLOOR AND FOUNDATION) Li J U - J EXIST. FIRST rLOOR EXIST. FIRST FLOOR --- ----� 5 MODIFIED LI I RO Q ELEV. +2.0 KITCHEN POND NEW SUNROOM �� - �---- --- ELEV. +2.0' ..... ,w..... BASELINE �- BASELINE $, ELEV. +O.O' ELEV. +O.O' I EXISTING BASEMENT ELEV. -(b.8' ------ . SEOT I ON I -I/A-301 SCALE: 1/4" = 1'-0" z W NOTE: I. IF FIN15H MASONRY USED (SUCH A5 _ ________________________ PROPOSED RIDGE_HEISH BLUESTONE) - MASON TO ADJUST 0 HGHT OF LANDING A5 REO'D TO ELEV. +25.8' ACCOUNT FOR FINISH MASONRY m 2. ALL HORZ.SURFACESBALL BE PITCHED 12 ®4 AWA FROM 41 NEW ATTIC 2 5. FOR SLAB5 ABUTTING FRAMING, INSTALL w --� COPPER FLA5HIN6 FROM 12" ABOVE AND Q /// ADJACENT TO SLAB, BED ALL FLASHING IN ASPHALTIC MASTIC 4"P.GONG.SLAB S J w/bxb 10/10 KHM STAIR DRAINAGE CALCULATIONS: I" UPON COMPACTED PROJECT: STAIR WIDTH = 3'-0" (TYP) FILL PROPOSED NEW AREA= 50.5 S.F. GRADE T R E I B E R _ O 30.5 Sq. Ft. X O.I i= 5.19 SLAB AS SHOWN -TO --° N 5.1a/3.1= 1.1 VERT. FT. OF 2 DIA RING RE0. REBAR BENT NN o -- PROVIDE (1) 2' DIA. X 2'-0" DEEP STORM • \\\\\ \\ z RENOVATION 3 WATER LEACHING SYSTEM •"ice' j / / / / --_-- -_ HEADER HEIGHT® q • • i� \\/\\/\\/\\ FRONT FACADE 12 NEW NEW LDRY. _ � ---- - -- _-- -- --_-- GL. GL. UPPER wlNDows 4 / (I) #4 REBAR ® EA. 405 RACKETY S COURT - - _ = STEP;5" GVR ® ENDS �-P'�y • \\\\\'\\\\\\\\\\\\\\\ X//�//�// ORIENT, N.Y. 11957 IIII II I I I II I I I II I Iv.J11 l IC LANDING MIN. ii \ \/\ �GOMPAG DRAWING TITLE: JJ� LLB L�11 -'I`- ° \/\\/ / FILL /\\ \\ \\ / // // // BUILDING SECTIONS ULELLIA-HAo m Q '�R /\//\ O.C.(MIN. 3) IO /\//\//\//\//\///// J IJIJJIELI LAM � 4"P.GONG.SLAB w/ 2'x4 r� UPON COMPACTED FILL KEYWAY • �'''/ j \/\/ _I�J I I LJ L1� 0 4' DRAIN CONNECTED NEARER m °✓ °/ � / /\/ / / /\/\/\/\/\/\/\/\/ r,�, \/\ \/\ \/\/\/ J LLJ i L! I I U - - - - - - DRYNELL ° ��i C \\\ \\\ /\\/ _ NOTE: PAGE: 11 IIU-11-W1 FOYER v- - - a--------= I \\/\\/\\'1p j\\/\\/\\/\\/\\/\\ ALL P. GONG. (SUNROOM 5 _-EXIST_ FIRST FLOOR 9I \/ �• Q \/\/\/\/\/\/ SHALL BE ROOM MUDROOM BEYOND ELEV. +2.0 #4 REBAR CONT. ® 10" O.G. (MIN. 3) • J.\�\\/ ��\\/\\\\\\/\\\/\\\/\\\/\\\/ /\\\/\\\/ F ---- - ----- - - - -- ---- - _----- --- # ////////////////////////4 N/ -301m00 U00 PSI (MI (I) 4 REBAR CONT. P �\ \\ \\ \\ \\ \\ -- ----- / #5 BENT REBAR o 12" O.G. II' \//\ \ \//\//\//\//\//\//\//\//\//\//\//\//\//\// BASELINE � 14, \\/\\/\\/\\/\\/ / /\\/\\/\\/\\/\\/\\/ ELEV. +O.O' b" THK. P. CONC. WALL I /\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\// DATE: 12/22/22 11 OF 16 (1) #4 REBAR CONT. II° g \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ i� IS" WIDE x 12" DEEP /\\\\\\\\ P. GONG. FTC. • . \\//\\//\\//\\//\\//\\//\\//\\//\//\\//\\//\\//\\//\\//\\//\\// (2) #5 HOR. REBAR �5 AP EXISTING BASEMENT --------EXISTING BASEMENT ELEV. 6.8 I/A-501 EXTERIOR BASEMENT ENTRNr DETAIL � ��`�� a �'� �C9 � -.• .p� t ' ' Lj SCALE: 5/4" = I'-O" �� r1 ' % x SEOTION 2-2/A-501 - A SCALE: 1/4" = 1'-0" c�37 . S�01� PROVIDE 5" (MIN) GONG. COVER 0„ OF ALL REBAR WITHIN P. GONG. PROVIDE 3" (MIN.) GONG. COVER Q U FOUND. WALLS d P. GONG. FTC'S. PROVIDE STRAPPING d NAILING OF ALL REBAR WITHIN P. CONC. 0) AS PER CONNECTION 'D' IN FOUND. WALLS d P. GONG. FT6'S. PROVIDE STRAPPING d NAILING "TYPICAL NAILING/STRAPPING AS PER CONNECTION 'D' IN "TYPICAL NAILING/5TRAPPIN6 J = CN PROVIDE INSULATION REQUIREMENTS FOR UPLIFT, PROVIDE INSULATION REQUIREMENTS FOR UPLIFT, BETWEEN CAVITIES SHEAR, d LATERAL RESISTANCE" BETWEEN CAVITIES PER ENERGY TABLE ON PACE 6-005 ® EA. STUD. Y TABLE SHEAR, 4 LATERAL RESISTANCE" W PER ENERG HEADER AS SECURE HANDRAIL TO WALL ON AT LEAST ONE (WHEN APPLICABLE) ON PACE 6-005 ® EA. STUD. Q W >: SPECIFIED ON SIDE OF STAIR IN ACCORDANCE w/MANU. SPEC.'S; (WHEN APPLICABLE) PLANS AND NOT PROJEGTIN6 MORE THAN 4Y2" INTO FLOOR SYSTEM AS Z STAIRWAY;SEE HANDRAIL GRIP SIZES ADJACENT NEW (2) 2'xb" P.T. SILL PLATES FLOOR SYSTEM AS NEW (2) 2 xb" P.T. SILL PLATES 0 (n PITCHED METAL NOTED ON PLAN UPON SILL SEAL UPON COPPER UPON SILL SEAL UPON COPPER Z JOIST HANGER BY TERMITE SHIELD NOTED ON PLAN TERMITE SHIELD J J '511vIP5ON' OR EQUAL F— L() FIRST FINISHED FLOOR NEW 5/5"0 HOOKED ANCHOR w 0 — BOLTS ® 39" O.G. w/5" SQUARE NEW 5/5"� HOOKED ANCHOR O 0 0 \ WASHER $ ENDNUT BOLTS ® 39" O.G. w/5" SQUARE 0- s LA I WASHER d ENDNUT m _z � • Z ) O IY2' MIN. SPACE BETWEEN r �� #4 HOOKED VERT. i-z �\• _ \ WALL AND HANDRAIL \ . "11 Gd REBAR ® 4&" O.G. s/a" PINE RISER \ I . I GRADE Z W a Ii. #4 HOR. CONT. REBAR ® TOP 3 11 I J ! REBAR ®E48" O.C. all T. BOTTOM OF WALL (2 TOTAL) 11 8" J � 3/a" PINE TREAD STANDARDS FOR ORIPPABLE HAND RAIL ,�< •II x- I > 00 o 11 • P. GONG. FOUND. WALL 11 - Q _ Z (0 SCALE: NTS < . 11_ (MIN. 4,000 PSO 11 %H r-I d. 11 P. GONG. CONT. FT6. I I O z Y O „ = X O GROSS SECTION II (MIN. 4,00o PSI) I — ! �— Z >_ d. MIN. < z HANDRAIL • II (3) #5 HOB. GONT. REBAR jl• < Q Z I" ROUNDED NOSING Ll CLEARANCE CIRCULAR NON-CIRCULAR 11 : CRAVE II. w J N w/Y4" RADIUS (NOT INCLUDED INtu 11 4" P. GONG. SLAB 11'e . - m LL W (D I _ TREAD DIMENSION) f/ �2" it/4"_2" / PERI- 2y4�� 1` x �I .. I- � J O MIN. / \ MAX. - --- - \ METER \ 11 —� - b MIL POLYP. GONG. FOUND. WALL d Z \ (MIN. 4,000 PSI) II - MOISTURE RETARDER .m - • aj1 • —�' I 4" GRAVEL BASE — l� W w \ \ I .< 8 I — �PROVI GLEAN 4 \ CIA• - - COMPACT FILL #4 HOR. CONT. REBAR ® ( F- V N TOP MIDDLE E BOTTOM OF '11 - I z_ I I I U I. LLJ \ \ \ WALL (3 TOTAL) ;I . —L J — _ .J (3) 2"xl2" STRINGERS ® w/R-21 INSULATION, IF UNDERSIDE 15 FAGIN6 tt \ \ \ P. GONG. CONT. FT6. Ir I g Q STORAGE/NON-HABITAL SPACE __ K1 \ \ � � (MIN. 4,000FOUNDATION V�IALL DATA I L00 PSI) IIa 'd - A-4OI.00 \ (3) #5 HOB. CONT. REBAR II.• — SCALE: 3/4" = P-O" 4" P. CONC. SLAB I I .• _ I \ STORAO E UNDER yy GYP. BD. • •. d II (WHEN APPL I GALBE) • d 1 "i�Yti_ i\�-\'T\ �I 11 w G�J •1 6 •e - MIL POLY_. _l I MOISTURE 1 RETARDER I d e 4" GRAVEL BASE \ I ! PROV. GLEAN I I I-41 I COMPACT FILL FLOOR SYSTEM AS TREATED 2"xl2' SILL FOR CONTACT NOTED ON PLAN w/GONG. (IF APPLICABLE) NEW STL. GAP FL. 'A' FLOOR WOOD BEAM BASEMENT WELDED TO COL.;SEE AS NOTED ON PLAN GAP PL. DETAILS NEW 3-I/2" O.D. 5G14 40 FOUNDATION MALL DETAIL NEW BASE PLATE 'A' HOT DIP 6ALV. STL. COL. A-4OI.00 WELDED TO COL.;SEE (A5TM AI23) AS PER SCALE: 3/4" = 1'-O" BASE PL. DETAILS FOR FOUND. PLAN BY SIMS BOLTING STEEL (OR EQUAL) PROVIDE GOLD JOINT NEW 4" P.GONG. SLAB AT CONC. SEAMS (TYP) INTERIOR HOOD STAIR DETAIL . a A-401.00 SCALE: 3/4" = I'-O" t 4" GRAVEL BASE I NEW (5) #5 HOR. 5/4"xb" P.T. FLOOR SYSTEM AS REBAR UPON(3) #5HOB. REBAR(b TOTAL) DECK BOARDS P.T. DECK JOISTS AS NOTED ON PLAN NEW 24"x24"A2" NOTED ON PLANS I DEEP P. GONG. PAD NEW STL. GAP PL. 'A' FLOOR WOOD BEAM FT6. (MIN. 4,000 PSI) COMPACTED FILL 5/4" x REQ'D ! WELDED TO COL.;SEE As NOTED ON PLAN HEIGHT P.T. RISER ° ° ° GAP PL. DETAILS FLOOR SYSTEM AS STEEL COLUMN FOOT I NO DETAIL z _ NOTED ON PLAN NEW 3-I/2" O.D. 50H 40 w -5/4"xb" P.T. - - - - NEW BASE PLATE 'A' HOT DIP 6ALV. STL. COL. A-40I.0O DECK BOARDS - WELDED TO COL.;SEE (ASTM AI23) AS PER SCALE: 3/4" = 1'-0" 2"x BLOCKING ® EA. NEW STL. GAP PL. 'A' FLOOR WOOD BEAM BASE FL. DETAILS FOR FOUND. PLAN BY SIMS V STRINGER TO MATCH 51ZE WELDED TO COL.;SEE AS NOTED ON PLAN BOLTING STEEL (OR EQUAL) OF P.T. DECK JOISTS GAP FL. DETAILS NEW 5-1/2" O.D. 5CH 40 PROVIDE GOLD JOINT NEW 4" P. - FASTEN STRINGER TO NEW BASE PLATE 'A' HOT DIP 6ALV. 5TL. COL. AT GONG. SEAMS (TYP) GONG. SLAB TYP. ROOFING (SEE BLOCKING (MIN. 6 WELDED TO COL.;SEE (ASTM AI23) AS PER SECTION NOTES) FASTENERS) BASE PL. DETAILS FOR FOUND. PLAN BY SIMS w � BOLTING STEEL (OR EQUAL) a iI Ii TYP. ROOF CONSTRUCTIONNOSI 0 '^ '• • ��J a i�� .., ° •• (SEE SECTION NOTES) TYF J EXIST. P. GONG. SLAB _ 2"xl2" P.T. STRINGERS ® Ib" PROVIDE GOLD JOINT v v a ✓ pv SIMPSON'H2.5A 4" THK. x STAIR WIDE x WIDTH O.G. (MIN. 3 5TRINOER5 ® AT GONG. SEAMS (TYP.) (PATCH AS REQ'D) ` • , • Et'� OF STAIR P. GONG. PAD ° \ i. EA. STAIRWAY) • e b ° ^•a • RAFTER TIE RR• � PROJECT: \ 4" GRAVEL BASE ,° ° 2"xb" P.T. BLOCK IN BETWEEN - NOTE: ,�a ' T R E I B E R COMPACTED FILL EA. STRINGER. FASTENED TO X ALL DEGKIN6 SHALL BE FASTENED \mil \V a \� DEEP P CONCNEW . RENOVATION P. CONC. PAD w/ 19/64" x (� • • • -- NEW (4) #5 HOB. 3-1/2" CONCRETE SCREWS BY _-- T' w/COATED DEGKIN6 SCREWS BY - G=g== ( FT6. (MIN. 4,000 PSI) REBAR UPON (4) #5 "GALIBURN" (OR EQUAL) - MIN. "DECK MATE" (OR EQUAL) EXIST. GRAVEL - m - HOR. REBAR (b TOTAL) . (5) SCREWS PER BLOCK 0" MIN. BASE „ ^ J_- NEW (2) #5 HOR. G.J. AS PER PLAN 'f f REBAR UPON (2) #5 FASCIA BOARD B& ADE CRAVE NEW I95"x18"xl2" I ( I I HOR. REBAR(4 TOTAL) 6 STEEL COLUMN FOOTI NO DETAIL DEEP P. GONG. PAD A-401.00 405 RACKETY,S COURT FT6 " BEAM AS PER PLAN ORIENT, N.Y. 11957 STEEL COLUMN FOOT1 NO DETAIL "SIMPSON" PG64 NEW "SIMPSON" Lus2b DRAWING TITLE: XTR I OR 1�lOOD STAIR DETAIL --- - 5/4"xb" P.T. DECK "SIMPSON" BG52-2/4 6ALVANIZED JOIST (FOR 3 PLY BM) A-401.00 SCALE: 3/4" = 1'-O" A-401.00 SCALE: 3/4" = 1'-O" BOARDS (FOR 2 PLY BM) HANGER DESIGN DETAILS EXTERIOR SHEATHING AS (2) 1/2"d) HOT DIPPED 6ALV. PER SECTION NOTES BOLTS ® EA. POST w/OVERSIZED SIDING MATERIAL AS P.T. D.J. AS == WASHERS d END NUT PREBORED PER PLAN n INTO BEAM, POST,DECK TIE a PAGE: PER SECTION NOTES _ RIM BOARD A55EMBELY BUILDING PAPER d HOUSE WRAP TO FULLY OVERLAP FLASHING _ z P.T. BEAM AS NOTED cV SOLID BLOCK ® 12" O.G. PERMACAST AS PER m 00 CO (2) SIMPSON DJT14Z (1) 1/2"(P H.D. 6ALV. THRU PLAN "Z" FLASHING DECK JOIST TIE ® BOLT w/OVERSIZED WASHER 5/4"xb" P.T. DEGKIN6 EA. POST d END NUT PREBORED INTO (U.O.N. ON PLAN/ P05T d DECK JOIST TIE GAP FOR SECTION/DETAILS) "SIMPSON" ABA44 DATE: 12/22/22 12 OF 16 DRAINAGE ® COLUMN BASE 4"x4" P.T. POST GRADE "SIMP5ON" �__ -- 12"4P 'SONOTUBE' FILLED II POST BASE PER II p P05T SIZE SOLID w/P. GONG. nu METAL DTT DECK TENSION (MIN. 4,000 PSI) JOISTS AS PER PLAN FASTENED w/(2) Z TIE BY 'SIMPSON' (OR P.T. DEGKIN6E� FLASHING 5/5" 0 x 5' LONG HEAVY DUTY GAL. EQUAL) t, LAO BOLTS ® 16" O.G. INTO MUD SILL d i �� N`l �- p RIM BD.;hIHEN ® FOUND. WALL FASTEN COUNTER M w/(2) 5/8",P x 5" LONG APPROVED FLASHING P.T. DECK JOIST MASONRY ANCHORS ® I b" O.G. AS PER PLAN n o P.T. D.J. AS PER PLAN EXIST. 4 NEW `t, FOUNDATION WALL o e V '4j, �37QfI� �'�' LEDOER CONNECTION DETAIL EXTERIOR MOOD DECK DETAIL 3 , A-401.00 SCALE: I" = I'-O" A-401.00 SCALE: 3/4" = I'-O" A-4�.00 COVERED FORCH DETAIL ��E`T1 J SCALE: 3/4" = I'-O" Q CU N � EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT LL Z O WOOD FRAME (L.O. STL. EXISTING TO REMAIN cy WHEN APPLICABLE) J Lu NEW WOOD FRAME (L.O. NEW FOUNDATION WALL STL. WHEN APPLICABLE,) Z NEW I-HR FIRE RATED El MIN. (2) 2"x4" STRUCTURAL Z WOOD FRAME (L.O. STL. POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL POST FOR b" WALLS), U.O.N. (3) NEW 2-HR FIRE RATED O WOOD FRAME (L.O. STL. a lLo a WHEN APPLICABLE) >- d' m Z O , � 0 Z it Q W J J 00 Z 0) POURED CONCRETE AND STEEL REINFORCEMENT NOTES: O I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT Z >- q* FOUNDATIONS BY AN ANGLE OF 45" PROJECTED OUTWARD AND Q Z DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINC75 (2) 2"x6" P.T. GIRDER J N —1 L- w (D 2. IF WATER ENCOUNTERED DURING POURING OF GONG.,EXCAVATION �� L � Tq SHALL BE DEWATEF:ED. THE POUR SITE SHALL REMAIN DRY FOR ( Q ENTIRETY OF POUR CONTACT ARCHITECT WHEN WATER r ENCOUNTERED I x I rI J O 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS 3 w 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT 28 DAYS AND SHALL CONFORM TO THE CURRENT AGI 318 CODE LJJ 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED CARBON STEEL ASTMA615 GRADE 60. WWM FOR SLABS DO NOT NEED TO BE EPDXY COATED W 6. U.O.N.,REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS SHALL BE STAGGEFZED = J 7. PROVIDE MECHANICAL DEVICES TO HOLD STEEL 4 HARDWARE IN — — — — C-) J PLACE AT TIME OF POURING d MAINTAIN REQUIRED CLEARANCES, �o ; • COVERAOE5, AND F'LUMBNESS 8 CEMENT ALL CONFORM TO ASTM 0-33 FOR STANDARD WEIGHT C TE STRUCTURE TO REMAIN; = NO GHANOE UNDER GONGETE - GOLD WEATH E ER POURING Q GONGRTE MIXTURE THIS APPLICATION I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF I I I ° CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE P.T. 61RDER HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE — 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS 3 CALL COLD ONFORM TO AGIE30PREPARATIONS AND CONCRETE POURING SHALL I N 4. IN NO CASE SHALL t:,ONGRETE BE PLACED ON FROZEN GROUND / •. '• w _� °. L- — — SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO TEMPERATURES WITHIN 10' F OF CONCRETE. 6 (2) I.-5"xq.5" LVL DRIP _ (2) L"i5"xq.5" LVL DRP. - — — — — — — -P.T. — . — — — - - OR.- 5. — — — IN NO CASE SHALL CONCRETE BE: PLACED ON ICE OR SNOW. - - �— - GIRDER - �—� -�— OrRDER - (2) 2'x8" PT. HDR. (2 2'x8" P.T. REMOVE AS REO'D. _ -1 L[� A A �11I 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE B'-4y2.' 8'-4y2" 1 I-6 8'-4y:2 8'-4y2" > PERMITTED WHEN NE:GE55ARY. I'-0' 7. FORMWORK SHALL SE AT A MIN. TEMPERATURE OF 33" F OR HIGHER in v AND SHALL BE WITHIN 10' F OF CONCRETE TEMPERATURE. lu 5. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. - w Wa�u 4 1 X ® `I'-6" 3 Lu q. NON-CHLORIDE, NON--GORRO51VE ACCELERANT ADMIXTURES ARE: I OC T Lu u� (ASTM PERMIG4g4 g4M�D TO BE DDED TYPES 0 AND ERETE MIXTURE AS PER AGI 306 .5 LVL pw F -1 _Q > - - - F� 12 " 5_' LVL DRP•_ F m GIRDER J[0 GIRDER �t L � C � Q C -1 � L -] L 10. CONSULT ARGHITEGT WHEN STEEL EMBEDDMENT GROSS SECTIONAL -j l AREAS EXCEED ONE SQUARE INCH. u- 'Q `x O X O X I - 1 PROVICE SIMP50N - x��I Q ; ' n HANGERS TO ALL FJ 1 �O 11. ONCE CONCRETE IS PLACED. CONCRETE SHALL NOT BE EXPOSED x r w N a HDR5 n TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS cV -m a J Q REACHED A COMPRESSIVE STRENGTH OF 800 PSI. F N d TRP.2"xb" _ p w - — — 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 306 X ® 1. 0.. 1'-O' w I'-O" 6'-0.. 8'-O" I 7'-4" I I 4'-IOy2" 1 - - 1 I— PROVIDE SIMP50N p _ �p _IHANGERS TO F.J. (TYP) I� PROVIDE SIMPSON — fal _ Fl-1 i2) 1.75"xq.5" LVL DRP. I HANGERS(TYPa F 1_ I cV (3) 1.75"x11.875" LVL cv (3) 1.75"x11.875" LVL I Z J GIRDER —I TRP. 2"xb" BELOW — (2) 2"xIO" DRP "DR.� - FLUSH GIRDER -1 FLUSH GIRDER I 2 IQwY Q Q w POST ABOVE y2' O w i 0 0( 10 O I Ilp EXIST 2"xb" F.J. iL _ >1 tL O n ® O.G. a - -ry �0 pa w •x9 13 �• x u� Q r > > > Q I nn lJ - a l I s EXIST 2"xb" F.J. 61 I= 13 a z w 01 p ift x x ® x x Q _ _ F- � cs - - - "' ' �- - I PROJECT: �� -'I` L (2) 1.75"xq.5" LVL DRIP. L �_ GIRDER Q u 3 J I XIdT. TCH WALL I 1 I I j w Q � I I TREIBER N 0 x� I I RENOVATION ' ® �x 1 I I I I z 1� L- - - - - - - , - - - - J - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 405 RACKETT'S COURT Q II ORIENT, N.Y. 11957 - �J ICI ® I DRAWING TITLE: w - - - - I - (2)2"xI0' P.T. GIRDER ( )) 2"xIO" P.T. GIRDER I PROPOSED STRUCTURAL PLAN ° 2' — — — — — — — — — — — PAGE: PROPOSED FOUNDATION STRUCTURAL PLAN S-lolmoo SCALE: 1/4" = 1'-0" DATE: 12/22/22 13 OF 16 M. " r� CNn 374t�� C7� FOF NvoA „-r 0E I ` ERAL 5 I �50L <F� : Q U EXISTING TO BE DEMOLISHED ujZ O NEW PARTIAL HEIGHT 0) WOOD FRAME (L.G. STL. WHEN APPLICABLE) uj = N EXISTING TO REMAIN J rl NEW WOOD FRAME (L.G. NEW FOUNDATION WALL ly STL. WHEN APPLICABLE) Lu >: NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL V z F— Z_ WOOD FRAME (L.G. STL. POST FOR 4" WALLS Y WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL POST FOR b" WALLS), U.O.N. I— LA NEW 2-HR FIRE RATED 0 0 O WOOD FRAME (L.G. STL. ( O 0O WHEN APPLICABLE) �- 't' Im Z O • H � Z � Q W J J 00 Z � r-I � O Er Z N L uj (D Lo I` = TA Lo r-I —1 O LiJ U UJI 1- U = J U � J Cod o a (3) 2"xIO" HDR. (2) 2"XIO" HDR. ---- MODIFIED ANEW WATER KITCHEN \ ® II LOSET 225 S.F. O S•F' 111 \ m NEW 5. "xl0" F.J. (DOG FIR) I6" O.G. D o NEW 5'xlO' .J. (TIMBER) u_ (5) I."IS"X9.5" LVL ORP. HDR. NEW PPQR. 3.5"xl0" JOIST WRAP WITH DOUG FIR Ix � RM w DBL. POST� DBL. POST TPL. P05T TPL. POST 25 F. 0S) <LL NEW MASTER I I BATHROOM o 150 S.F. a a • � � o a O p NEW -j O Q I WALK-IN I L X = MUDROOM _ 7 cV MODIFIED - NEW 90 S.F. p N 15 S.F. O Q DINING ROOM O I CL. X ® a 6 m 145 S.F. x 10 S.F. � W -j p % K OIIQ 0_ lu NEW 5.5"xl0" F.J. (DOUG FIR) w X C O O ® I6" O.G. z x ® 6 N DBL. POST O 3 w III I I � z r 5.5"xl0" JOIST UNDER WALL ABOVE MODIFIED DBL. POST 3 (2) VAO" HDR. m B 2DOoROOM m I 0 NEW DBL. POST DBL. POST > z CL. DB . P05T LLI Q 10 S.F. TO DR. SI tO� —tu BEARING WALL iw TPL. POST 5.5"xIO" JOIST — Q (2) 2"AO" HDR. 5.5"xl0" JOIST UNDER WALL ABOVE '�i DBL. POST DBL. P05T a PROJECT: Q►� ATTIC HATG_ TREIBER MODIFIED i a N'W N N ° RENOVATION LIVING ROOM FOYER O O NEW SUNROOM � p 10 IU k 160 S.F. I� 255 s.F. I O 2-75 S.F. iL 0 - Q X ® - p NEW 5.5"xl0" F.J. (DOUG FIR) I �_ O m cti m 405 RACKETY S COURT z ® Ib" O.G. x« O X l I z m I z ORIENT� N.Y. 11957 I- �) m DRAWING TITLE: TPL. POST PROPOSED STRUCTURAL PLAN NEW COVERED PORCH _ _ I00 S.F. — (2� 1.�5"XI1.815" 2.OE 6P LAM WRA P AP W/ Ix AZEK PAGE: S-102mOO PROPOSED FIRST FLOOR STRUCTURAL PLAN SCALE: I/4" DATE: 12/22/22 14 OF 16 = I'-O" D RPCc 4. titl3 `, b or NEB 0EI ` ERAL S I K50L E� *r � p Q U NEW PARTIAL HEIGHT W 20 _ EXISTING TO BE DEMOLISHED El WOOD FRAME (L.6. 5TL. _- w = CV EXISTING TO REMAIN WHEN APPLICABLE) _ _I NEW WOOD FRAME (L.6. NEW FOUNDATION WALL - - _ Q W }: 5TL. WHEN APPLICABLE,) NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL V _ -J _ WOOD FRAME (L.G. 5TL.. © POST FOR 4 WALLS _ _ WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL = ..J F— J 4:1 _ _� :I � F- Ln � POST FOR b WALLS), U.O.N. - — O Q NEW 2-HR FIRE RATED Q WOOD FRAME (L.G. 5TL. -- E x - d WHEN APPLICABLE) r14 — = Z wyy _ _ — 3:Ty - Qw � J00 DBL. POST NEW ' _ �_" - > ItGL. _ Z 0) W — - - I�NEW 2"xa" G.J. I I I _- %eMODIFIED � � INw MODIFIED >; BEDROOM BEDROOM I - - - _ - - = Q Z VA I ' I I _ 145 S.F. IX J N NEW 2"x6" G.T. SM/GO R m x _ - - - - I` O LS) WRAP W/ IXDOUG FIR I v I z ®a I I - - O Q -14 DBL. GJfly O - - M SM/GO I I ®EN (1i I I f .. DBL. POST A.H. WOOZ - d � '_ -fii »E t I DBL.GJ — ' a - DBL. GJ = b U NEW 2"xa" G.J. -� - W v NEW 016,10.0. v NEW - 4 H _ BATHROOM -i yl _ cV Q 58 S.F. Q N W x - G IGS U J Lu z . TPL. GJ ` - — - - - - - - - - �I 5M/ O DBL. POST } MODIFIED -- BEDROOM I r - G.J. —I bo S.F.— — — — — ® ® I b O.G. - _ 4 NEW 2"x95' 07.1 NEW NEW 2"xa" G.J. NEW ® 52" O.G. GL. ® Ib" O.G. BATHROOM WRAP W/ IX DOU6 IFIR 10 S.F. &o S.F. - - - DBL. POST - (5) 2NIO' HOR. i "On III v i T -*FT-�a _ - 0 I I I �— — — — — — — — — — — — — — — — — — — — m FROFOSED SECOND FLOOR STRUCTURAL PLAN 50ALE: 1/4" = I'-O" z w 0 U - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -�1 II II o 12 I PROJECT: II � I TREIBER RENOVATION NEW 2NIO" R.R. NEW 2NIO" R. t O O ® I I 405 RACKETT'S COURT z I ORIENT, N.Y. 11957 II w II _ DRAWING TITLE: II ry X (2) 2"xl2" RIDGE I I PROPOSED STRUCTURAL PLAN II ry II II PAGE: S—J-03m00 II to II II z II ( I 8°12 I I DATE: 12/22/22 14 OF 16 Ij II II ( I LI- - - - - - — - - - - - - - -�J es N9 j, 0,374 t' �OF NE.''� PROPOSED ROOF FRAM I NO FLAN 5GALE: 1/4" = I'-O" a. O Q U 0 H O _j ? Tq LLJ H � Q Lu >. � � Z O C/) Z /�4" FRESH AIR VENT Y tL_ J I L THROUGH ROOF O ~ 'J I IIx O Q a 00 Q i 4 1 Z < I O ; LL Z LLI 1 Q J 00 FULL BATHROOM FULL BATHROOM 2" j J --- r-------r--,------ --i-- -1 I LAUNDRY LAUNDRYTl rl I I I 1 I CLOSET I Q, ALL PLUMBING $ Q O 2 1 2 I I 2 I 2111 1 p SHALL ONFORM Z � TO LOCAL Q Z r"I I I I I I I LL PROVIDE "ABESCO FF200 FR PLUMBING CODE b N Q I I 12" 1 I 1 2" I FUEL GAS LL L I I EXPANDING FOAM" (OR EQUAL) I AT ALL PENETRATIONS IN FIRE Lo cr ri I RATED W4,LL5 AND w I',- =) to N I I FLOORS/CEILINGS. PRODUCT PIPING PENETRATIONS: O iSHOWER I I- 15HOWER 2'11 1 CONFORMS TO ASTM E &14, I. PROVIDE "ABESGO FP200 FR J O I 1 1 A5TM E 84,AND UL 14711 EXPANDING FOAM" (OR EQUAL) 3 - 2 WASHER AT ALL PENETRATIONS AT WALLS AND FLOOR5/0EILIN05. 2.PRODUCT CONFORMS TO ASTM E _ 2 - KITCHEN SI4, ASTM E &4,AND UL 1479 Lu MASTER BATH _____- -- � - MUDROOM HALF I I - _ NOTE: I BATH I j , ALL PLUMBING WORK I I I I SHALL CONFORM TO KITCHEN I I LOCAL PLUMBING CODE I I U O 1 2"1 2"1 1 I •I I 1 O LLI p 2"1 1 I 2 2' 1 12 _j I I I 1 I I I 2 I I GLEAN OUT U- ~ U F I I I I I I AS REQ'D Ul 1 I I 12 12 I I I I t- (� J I I I I EXIST. F.A.I. TO NLL REMAIN VERIFY SIZE RANGE 1- " -I SHOWER I " 2" 1-�" 1 I- � w/MANU. I TUB I VERIFY SIZE BBQ ` WASF+ER DW m w/MANU. _ G.O. 3 2 2 3 G.O. m / G.O. 4 VERIFY SIZE m GAS SUPPLY 4" HOUSE w/MANU. MAIN DRAIN G.O. Ut z uzi 4 TO SEPTIC z QSYSTEM v m FLUMBINO R SER - DRAIN / NASTE / VENT CAS RISER - SUFFLY SCALE: NTS SCALE: NTS z w 0 U IL O 0 Q PROJECT: TREIBER FULL BATh4ROOM FULL BATHROOM LAUNDRY LEGEND RENOVATION ----- HOT WATER SUPPLY r a COLD ° O SUPPLY 405 RACKETT'S COURT IL Q I :Q I :Q o_ ORIENT, N.Y. 11957 p v v I I� PROVIDE "ABE5CO FP200 FR W.G. K I A V KI � n-m X I I v I� I v EXPANDING FOAM" (OR EQUAL) i0 = 1 I- cv1 �U SHOWER n1 Iry AT ALL PENETRATIONS IN FIRE .I :N �I I= RATED WALLS AND DRAWING TITLE: -I I - WASHER J FLOORS/GEILIN(55. PRODUCT 1_=--_-_-- � : CONFORMS TO ASTM E SI4, PLUMBING RISER DIAGRAMS T .............. A5TM E &4, AND UL 1474 GAS RISER DIAGRAM 1: MASTER BATH KITCHEN I I LAUNDRY HALF BATH - I� I. 11 I I PAGE: o qaV F I : I :�� I 1 I :� a I I� I I p� I K S I I �j I I I INTERIOR SHUT-OFF IL v I I : , I I I v I : U FOR HOSE BIB �v x I ��j I =1 21 i v = v I A) W.G. 1= I i= I .v I v - I I <vl Q - 1 1= NEW FREEZE PROOF HOSE BIB P-101moo 1= I 1= SHOWER I I_ tV m :N .N I: -I : NI - w/VACUUM BREAK FASTENED �I I� TUB �I j�� 1 : pW I WASHER -I I w/PIPE FASTENERS (PRECISE 1- ---�-- ---L-- J I � r----)--------1 ------ _. _..I_.. �- -. _..L -.- ..J.._.._.._. LOCATION T.B.D. IN FIELD - DATE: 12/22/22 16 OF 16 _...-.._.._.._.._.._.._.._.._.._.._.._.._.._. _J._.._.._.. CONSULT W/OWNER) CONNECT TO - - NEW WATER I I -- SUPPLY SYSTEM i p F TO PRIVATE r ' " 5 z tu Q Q ~ NOTE: ? ALL PLUMBING WORK 7 7 3 SHALL CONFORM TO K LOCAL PLUMBING CODE tu z s �'0374 � :� O� SCALE: NTS