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HomeMy WebLinkAbout49287-Z %%oF SOUTyo`o Town of Southold * * P.O. Box 1179 G Y 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46205 Date: 05/30/2025 THIS CERTIFIES that the building ALTERATION Location of Property: 1175 W Hill Rd Southold, NY 11971 Sec/Block/Lot: 70.4-23.1 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 04/04/2023 Pursuant to which Building Permit No. 49287 and dated: 05/22/2023 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 including a front porch and an attached carport to an existing single-family dwelling as applied for. The certificate is issued to: Wexler DM Revoc Trt Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 49287 4/4/2025 PLUMBERS CERTIFICATION: George J. Berry Jr 5/1 2025 uth d ignature l �o�aoFsoaryo�o TOWN OF SOUTHOLD BUILDING DEPARTMENT • TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49287 Date: 05/22/2023 Permission is hereby granted to: Wexler DM Revoc Trt 1175 Hill Rd W Southold, NY 11971 To: Construct additions and alterations to an existing single-family dwelling as applied for.Amended 11- 12-24 to include porch and carport addition per Trustees approval. rnertded" 2/�/25'for:in`terior• 95lterati7Qn to7add a 2nd_sto.r_y_bathroom. Premises Located at: 1175 W Hill Rd, Southold, NY 11971 SCTM#70.-4-23.1 Pursuant to application dated 04/04/2023 and approved by the Building Inspector. To expire on 11/20/2024. Contractors: Required Inspections: Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $773.20 CO-RESIDENTIAL $50.00 ELECTRIC $200.00 ELECTRIC $100.00 Amendment Fee $261.00 Total $1,384.20 Building Inspector 1 �SUFFot,t o TOWN OF SOUTHOLD BUILDING DEPARTMENT y z TOWN CLERK'S OFFICE oy • o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND.SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49287 Date: 5/22/2023 Permission is hereby granted to: Wexler Donna M Revoc Trust 1176 Hill RdW Southold, NY 11971 r To: Construct additions and alterations to an existing single family dwelling as applied for. At premises located at: 1175 W Hill Rd, Southold SCTM # 473889 Sec/Block/Lot# 70.4-23 Pursuant to application dated 4/4/2023 and approved by the Building Inspector. To expire on 11/20/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $773.20 CO-RESIDENTIAL $50.00 Total: $823.20 Building Inspector o�*OF SO(/T�OI Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q �. • �o Jamesh southoldtownny:gov Southold,NY 11971-0959 UNTN,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Donna Wesler Address: 1175 Hill Road West city:Southold st: New York zip: 11971 Building Permit#: 49287 Section: 70 Block: 4 Lot: 23 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE. Contractor: Hubbard Electric LLC Electrician: Micheal Hubbard License No: ME-4709 SITE DETAILS Office Use 6* Residential X Indoor Basement X Service Commerical Outdoor 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 77 Ceiling Fixtures 12 Bath Exhaust Fan 4 Service 3 ph Hot Water tanklec GFCI Recpt 7 Wall Fixtures 24 Smoke Detectors 3 Main Panel 200a A/C Condenser 1 Single Recpt Recessed Fixtures 98 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt 1 Ceiling Fan 4 Combo Smoke/CO 4 Transfer Switch 200a UC Lights Dryer Recpt 2 Emergency Strobe Heat Detectors 1 Disconnect Switches 74 4'LED Exit Fixtures Sump Pump Other Equipment: 1 fridge, 1 dishwasher, 1 micro, 1 wine coolier, 1 washer, 2 step lights,12 2ft led lights 1 garbage disposal,7ft of plug mold, 1 30amp.kilm outlet Notes: HOUSE Inspector Signature: , Date: April 4, 2025 1175 hill rd west s Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 EC BUILDING DEPARTMENT ; TOWN OF SOUTHOLD � MAY 1 2'y�2025 1 1 perk+riorut n Of Southold CERTIFICATIONS Dater,L2 Building Permit No. Owner: 4�m cz (Please print) Plumber: V.eDT-q ��'��/' (Please print) icertify.that the solder used;fii -the,water supply system contains less than 2/10 of I% i lead. Cpidmbers Si ow) Sworn to before me this , day of 20—z� VICKI-t BERRY Notary Public,3' �1 linty Notary Public- State of Nevin York N6. 01 BE6070081 �Qual.ified in Suffolk Coun Commission Exppres:. =2 r �� oF souryO� # TOWN OF OUTHOLD BUILDING DEPT. courm, 631-765-1802 2S 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: Al dd l n (01 42u M J/0" ofmm� '11161 ZL/A ICA, v afj DATE Z INSPECTOR OF SOUIyo� —-�- - - -- -- a_ . # TOWN OF SOUTHOLD BUILDING DEPT. < co 631-765-1802 INSPECM N [ ] FOU ATION 1ST [ ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REM KS: DATE INSPECTOR OF SOUlyolo 9�Z'6�F I �TOWN SOUTHOLQ B LLDING DEPT. oN�o 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: f\ DATE Z17h4 INSPECTOR OF sobTyO6 # TOWN OF SOUTHOLD BUILDING DEPT. couMv ' 631-765.1802 -v� INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 4 O V--v DATE INSPECTOR TOWN- OFSOUTHOLD BUILDING DEPT. 631-765-1802 [NSPECT-1ON [ ]..FOUNDATION-1ST/ REBAR [ ] ROUGH PLBG. [ -] FOUNDATION 2ND [ ] .INSULATIOWCAULKING ] .FRAMING/.STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY . [ ]`..FIRE SAFETY INSPECTION [ ]: FIRE RESISTANT CONSTRUCTION- [ ]-fIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [Sq ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE=C/O [ ] RENTAL REMARKS: QS O'Ae��i ovy mlus'G I '6 -F4 COrc,�6ve Acor KeJ6 6rS M 0lil Wyl b VIy-aS � l'b f.G carol it Corr, ri660 ' nefA5 rof" v�o ot-qf r 0�'xp_+ 0 arCLO t ra ED b� Ia, DATE o`Z INSPECTOR �aOE SO(/T�O # TOWN OF SOUTHOLD BUILDING DEPT. . o �i� 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I LATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL,(ROUGH) . [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL R MARKS: 07&+- tx,� vh� DATE SOY INSPECTOR hO�*pF SOUIyo� * # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��' 631-765-1802 qj�- INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] F UNDATION 2ND [ ] INSULATION/CAULKING FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ol f�AAa '&)K41 4- STY V-- DATE INSPECTOR N. J. MAZZAFERRO, P.E. PO Box 57, Greenport,N.Y. 11944 Phone- 516-457-5596 Consulting Engineer April 26, 2025 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 (� n 11 '� Re: Wexler 1175 West Hill Rd k�� APR 2 9 20 25 Southold,N.Y. 11971 1.,,- District-1000, Section-70. Block-4, Lot-23.1 �r�Rf�tte � T. 4Ax % Building Permit Number—49287 Inspection—Glass Enclosure On 4/21/2025, I inspected the construction at the noted location. The inspection covered the glass wall enclosure for the addition/alteration to the existing house structure. The areas inspected included the second floor room and stairway. The inspection results are: Items inspected included glass enclosure type/grade, dimensional spacing, bracket connections, and integration with the adjacent walls and floor. The glass used has been certified by the supplier- copy of certificate attached. The glass enclosure work was done according to approved plans and in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. Result—Based upon inspection of this project and to the best of my knowledge, belief and professional judgment, construction as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building Codes. �P�� F NEtV R ' Nicholas J.Mazzaferro, P.E. a tw . a p �O 057�y r� AROF�SSiONP�� TEMPERED GLASS CERTIFICATE BLUE R Branch:8 North Brunswick,NJ ❑ Dallas,TX ARCHITECTURAL GLASS NJ HQ:2300 US 1,Building#31,North Brunswick,NJ 0890 1 TX:4651 Clover Haven St.Dallas,TX 75227' FULLYTEMPERED SAFETY GLAZING IS CERTIFIED TO COMPLY WITH UNITED STATESSAFETY GLAZING STANDAROSAND APPLICABLE BUILDING CODES EFFECTIVE ON THE DATE OF PRODUCTION. Blue Star Glass,Inc.is a self-certifying organization with appropriate product liability Insurance In effect.The presence of our tempered logo Is your assurance and our guarantee of conformance to US Safety Glazing Standards.Each facility producing tempered glass performs daily routine tests of production samples to the Code of Federal Regulations Part16,CFR 1201,ANSI Z 97.1 -2015,the Voluntary Test Methods for Fully Tempered Glass as prescribed by The Glass Association of North America or both.Tempered product of each Blue Star location is routinely audited for compliance by nationally recognized testing agencies under the direction of a licensed engineer.Test reports available upon request.Blue Star tempered glass will also conform to ASTM Standards C 1036,C 1048,&C 1376.This certification is the only guarantee extended.No warranties of breakage by any cause of theory,of merchantability or fitness of the product for any particular purpose is expressed or implied. No claims for damage of scratches will be accepted after installation. Purchaser agrees:The use of unmarked(NO LOGO)or non-compliant safety glazing materials in specific hazardous locations as defined by code is unlawful and hazardous.The installer is solely responsible for using the appropriate glazing material and to insure non-safety glazing material is not used in,or resold for use in hazardous or illegal situations. Blue Star Glass only recommends fully tempered glass in areas requiring safety glazing or designs where the inherent risks of tempered glass are understood and acceptable.Fully tempered glass while breaking safely under impact has no structural integrity and will usually fall from the opening in clumps or fractured but unseparated particles.The fallout of debris from breakage may pose threat of injury.Design professionals should consider this Inherent characteristic before specifying fully tempered glass.Purchaser also agrees to follow the specific installation,storage and cleaning instructions found in Blue Star Installation Instructions,the GANA Glazing Manual and GANA TO 01-0300 General Guidelines for Cleaning Architectural Glass and TO 02-0402 Heat Treated Glass Surfaces are Different. No Modification may be made by anyone,except a duly elected officer of Blue Star Glass,Inc.by notary,to the terms of this document verbally or in writing.Blue Star Glass reserves the right to inspect any goods or installations alleging product failure.Blue Star Glass will,at its discretion replace defective product or refund to the purchaser and amount equal to the original purchase price.Replacement product is shipped to the nearest point FOB.Blue Star Glass reserves the right to reject any claims.Claims shall be frilled in writing to the producing branch within ninety(90) days of failure.Address correspondence to the branch listed below. Include installer's name,date of purchase/installation,address of installation and your name,address and phone number. Waiver of ConseguentiaL Incidental and Other Damages:Purchaser specifically understands and agrees that under no circumstances shall Blue Star Glass be liable for any remedy other than refund or product replacement, INCLUDING WITHOUT LIMITATION CONSEQUENTIAL, INCIDENTAL, ECONOMIC, DIRECT, INDIRECT, GENERAL,SPECIAL OR PUNITIVE DAMAGES ARISING HEREUNDER OUT OF ANY CAUSE WHATSOEVER, INCLUDING WITHOUT LIMITATION INJURY TO PERSONS (INCLUDING DEATH)OR PROPERTY.In the event that any other term herein is found unconscionable or unenforceable for any reason,or any exclusive remedy fails of its essential purpose,this provision of waiver by agreement of consequential,incidental and other damages asset forth herein shall continue in fulLforce. Purchaser: OUR TERMS FABRICATORS Project: QUARTY RAILING-REEVO PO/SO/Invoice: P-122246/334344 Date of Substantial Completion: 12/18/2024 BLue StarAuthorized Signature: Date: 13/26/2025 -THIS SPACE IS INTENTIONALLY LEFT BLANK- www.bluestargtass.net I P:732-422-1272 4/18/25,7:32 AM IMG_1404dpg 4q Z b r, Q APR 1 8 2025 v, ®ea rtm t % ld Town of Sout io r: Al ALZ ° Y, � a" , 01 VU - https://mail.google.com/mait/U/O/#inboz/FMfcgzQZVKFZPjVhgWXZgcNchjZgZJfk?projector=l&messagePardd=O.l 1/1 4/18/25,7:33 AM IMG_1405 jpg r �� jr JL https://mail.google.com/maiVu/o/#inbox/FMfcgzQZVKFZ-Pj V hgWXZgcNchjZgZlfk?projector—I&messagePartld=O.l 1/I 4/18/25,7:33 AM IMG_1406jpg r .R •• s N. `4i-i. ♦ t - 5 { IVA` Wig* https://mail.google.con/mait/u/0/#inbox/FMfcgzQZVKIZPjVhgWXZgcNchjZgZlfk?projector-1&messagePartld=O.l 1/1 4/18/25,7:34 AM IMG_1407 jpg 77, z • r ♦ * ) � https://mail.googlc.com/mail/u/0/#inbox/FMfcgzQZVKFZPj VhgWXZgcNchjZgZJfk?projector—I&messagePartld=O.l 1/1 4/18/25,7:36 AM IMG_1412 jpg 41 .r T`�Y_.y-� .. �' ,CFI ♦t �_ JIf.e3. - - �► , .. r7f . -tea # rj https://mail.google.com/mail/u/0/A/iaboa/FMfcgzQZVKGkMzDjDKHnGXFVJNppnZTh?projector—I&messagePartId=O.l 1/1 IMG-1383jpg ,l /I- ��� �!' � � �. .u.f � • ♦ ` ♦ �in R � � � 's t� ,its' � �S-"��Y•��. d 4� • /jI 1 r 0 ' 4/4/25,7:14 AM 1Mt;__13S .ip 'Y } F lr i 3 II � https://mail.google.com/mail/u/0/#all?projector=l I i I 4/4/25,7:1,3 AM DYIG_1385jn S f , ka e t '4 yp F httpsJ/mail.googic.con niail/u/O/#Fall?projector=l 44/25.T 12 AMBMW I SIG_13Rf.jp� s. 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C + t x. it la'«* a r r ♦ � ,r q! ��e41t p . _ IMF% ♦ �Fi� ��" https://mail.google.com/mail/u/O/#inbox/FMfcgzGxStzckXpGgzvzmXdKvLLpMZMM?projector--I&messagePartld=0.l 1/1 athena 04-30-2024 4:24 PM ET 514-242960343 pq 2 of 7, Millennium PhVsician Group LLC • 800 GOODLETTE RD,NAPLES FL 31102-54DB QUARTY, Rodney (id #1044815, dob: 09109/1951) Medical Records - CONFIDENTIAL FROM: Millennium Physician Group, LLC 800 GOODLETTE RD STE 200 NAPLES, FL 34102-5408 (239) 302-3300; Fax(239) 302-3301 TO: RodneyQuarty Name: QUARTY, RODNEY DOB: 09/09/1951 Date Range: 01/01/2024 to 04/30/2024 This document contains the following records of the patient: • Lab Results This fax may contain sensitive and confidential personal health information that is being sent for the sole use of the intended recipient. Unintended recipients are directed to securely destroy any materials received. You are hereby notified that the unauthorized disclosure or other unlawful use of this fax or any personal health information is prohibited. If you received this fax in error, please visit www.athenahealth.com/NotMyFax to notify the sender and confirm that the information will be destroyed. If you do not have internet access, please call 1-888- 482-8436 to notify the sender and confirm that the information will be destroyed. Thank you for your attention and cooperation. [ID:9-A-4290] ill/;1.5 51 n�1 imagcjpegJpg ���y,cq��FK{� r � }�' _ ♦..4, •°��� � �K 1C• .Y: �+ � •3+. r • �•� � 1 } t '�+� r - < h \ l f?0%'4 b1 • �y �• WZ 4e fat- � r{�•1? e ' ��•,� r r a� � �2 } �.r ej ^�' �. rr •� � '"". ,/ 5 .'fir*'r� .f ! `f: �' t.,t5: b;�i`',t�s• •,.L _ t4x -,. i'i,R' r r K g ya y iJ�� "FTT or {� 1�� , ti[�, �f��k�`�' ���c � a t..t �` ,r� ,.•� r"'Ir...�' r'te�.�+f ,ws ti;� ,. s 7r•, � ,y�+ fk "�. Lo" • i y�'h aw<.- M,~ �;,:Zi1.+�»«.? .. ?�.J..I' _ ...Y _ ,. �. 3 � �b..Y�L n► ,7y e Ate,. �` �..t� .. • n ��T� �.�.`�' ,f � ,t� t9 vK :,�,( ''j,. ti, •'ts '�'' .'1.\ ^� err, .. `{ �µ,.f°v��. �F e x �`� r � �;r �11�fi fit" � i5 � � � ►•,�!�-y _ w !Y' ito, S CC b ,• t`�a a of� ,Y :,..,1��e �`� •��_�,; �.. F e �A r� -�tie e e .! +`f . � •r � �{y(��y��.. Y::r .i' `a � ��K��"` S4 y,j".i i ``r+.P ,'''�,}�`- •�c.,; 4�.. • hnps://mail.g-gle.com/mail/u/0/#inbox/FMfcgzGxStzckXpGgzv—XdKvLLpMZMM?projector-1&messagePartld=0.l athena 04-30-2024 4:24 PM ET 514-242960343 Pq 1 of 7� CONFIDENTIAL Fax FROM: Karen H 800 GOODLETTE RD, NAPLES, FL 34102-5408 Phone: (239) 302-3300 Fax: (239) 302-3301 TO: Rodney Quarty Fax: (239) 919-3291 This fax may contain sensitive and confidential personal health information that is being sent for the sole use of the intended recipient. Unintended recipients are directed to securely destroy any materials received. You are hereby notified that the unauthorized disclosure or other unlawful use of this fax or any personal health information is prohibited. To the extent patient information contained in this fax is subject to 42 CFR Part 2, this regulation prohibits unauthorized disclosure of these records. If you received this fax in error, please visit www,athenahealth.com/NotMyFax to notify the sender and confirm that the information will be destroyed. If you do not have internet access, please call 1-888-482-8436 to notify the sender and confirm that the information will be destroyed. Thank you for your attention and cooperation. [ID:292717192-H-4290] 4/30/24,2:56 PM IMG_1898.jpg r 4k t ` 4 MR f 1 J ro�, toJ H. � a ��_. 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Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 hLtps://www.southoldtowmy.gov Date Received APPLICATION FOR BUILDING PERMIT Q p� For Office Use Only PERMIT NO. 1 v Building Inspector: APR 0 4 2023 q, l L'u Applications and forms must be filled out in their entirety. Incomplete �I IIy 301- T applications will not be accepted. Where the Applicant is not the owner,an 70b VKo OFS01➢` HOLD Ownerrs Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: Name: �L 1� SCTM#1000_);— rdll f `j, OU— �22 (JDD — Project Address:1/_7-5- e -- Phone#: Mailing Address: / CONTACT PERSON: Name: Mailing Address: Phone#: Email: DESIGN PROFESSIONAL INFORMATION: - C �lctr Co C-fi' Name: Mailing Address: Phone#: Email: CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: '- I /�� Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition Alteration ❑Repair El Demolition Estimated Cost of Project: ❑Other Will the lot be re-graded? ❑Yes fANo Will excess fill be removed from premises? Ples ONO 1 / PROPERTY INFORMATION Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ONO IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code:APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section-210AS of the New York State Penal Law. Application Submitted By(prin ame): DOAuthorized Agent ❑Owner Signature of Applican Date: 1 - STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signi contract)above named, (S)he is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this ` day of , 20,D -5 Ai�, Notary P blic VlCKI I`s BERRY N6tary Public: State of'N6v York No��1BE6070b8>1 G'Ualified.In Suffolk Count PROPERTY OWNER AUTHORIZATION mmsson Expiresi (Where the applicant is not the owner) residing atQn�L�U"q —1 WRM do hereby authorize — �1r� to apply on my behalf to the Town of Southold Buildin Department for approval as described herein. Owner's Signature Date :Jana, � C Print Owner's Name 2 Bunch, Connie From: Glew, Claire Sent: Wednesday,August 16,'2023 8:45 AM To: Bunch, Connie; Fuentes, Kim; Lanza, Heather; Mirabelli, Melissa Cc: Michaelis,Jessica Subject: Municity Importance: High Please move any pertinent information on Municity,as indicated below: 70.-4-22 & 23 — Deleted 70.-4-23.1 — New Parcel LJ Thank you. Assistant to Assessor Town of Southold Board of Assessors (631)765-1937 (0) (631)765-1356 (F) www.southoldtownny.gov claireg@southoldtownny.gov i 62cic-Po NOV 1 4 2024 Buildiry Df-,parlimerit Yo d �c,� �_ ��r s�.:�4 ,9��1 .. �,..,�,c��rF :C♦'�yF/y�� t�y�, '!... ��'x '' �z' r /i' �-.�¢T.�i t���3"'.'�Yy.. a'�•`r%'}r�tjf^:a ra"r.;��^g '*t5•�n li`,n7%'�'c�•�rr��':�-, '�+Y'`�"w-r.1>','.v�.,�iw.;:�"�� ;-C��'ca�+::c•:<><•;•«,�,rf1^�?r:�-a�s:. �°•v�;�",��'/+ ��y`;r.�--mom n..�.��i�1,1�1 t,. ,� � ,��6���\ �,�' ,>z - 11� �'"Y � l ���/•`�' � � r�^,�Cv11��';.'a � 'y'�' /�'' �I1 ^`s:,,�F��/,/� f �lll �'� f1�\!f"'�.�;j�-n\I I/-1%y(��' U��'f\ � �`��y ''`"�.�--� .�: `'�� e�•i:cf �~.��'i+!�3,t�' rr ����� 1.=�I �\I s--.`����=1 '` 1-c,[ _ 1yy.,.,yy-- `� 1 V4 e♦./ w ♦ IY.Aw- lV' 'X yn •y �'• -. y {Ul Y L. fw•rL �T�J. •����_ � = / � � 1 � ' �..�> Cam"•.-_ ( `' `'' 1 • 1' ' I VJV N jMkOATO1 _ ah• `t �� 1 1 1- 1 1' • • _ ,Jn.tr�;�::�' i • ( 1 • ' ! 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J•" � ,.♦�. k �, ->. �- visa_ ` `1 9:)-�1 Glenn Goldsmith,President *QF sorry Town,Hall Annex �� �0 54375 Route 25 A.Nicholas Krupski,Vice President /` O P.O.Box 1179 Eric Sepenoski l Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 (� (' E 0 Time eples � • �Q Fax(631) 765-6641 Q LS luJ MAY 3 0 2025 BOARD OF TOWN TRUSTEES 13ullding Department TOWN OF SOUTHOLD Town of Southold CERTIFICATE OF COMPLIANCE #2237 C Date: MM 12, 2025 THIS CERTIFIES that the existing 2 080sg ft dwelling• construction of a 10'x14.8'addition in place of existing deck section on southeast corner of dwelling. on landward side of dwelling, construction of a Tx9 1'one story entry addition-,Tx6'porch addition.• 19 7'x22 7'roofed over car port,and existing f42.6'x10'seaward side deck, At 1175 Hill Road West, Southold Suffolk County Tax Map#1000-70-4-23.1 Conforms to the application for a Trustees Permit heretofore filed in this _ -z office Dated October 10,2023 pursuant to which Trustees Wetland Permit#10495 Dated November 15,2023,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the existing_2 080sq ft dwelling;construction of a 10'x14 8'addition in place of existing deck section on southeast corner of'dwelling. on landward side of dwelling construction of a 3'x9 1'one-stow enter .addition• Tx6 porch addition 19.7'x22.7'roofed over A!1 w r s part,—mid e-xis'�ii�g 1-.�.�5s�10 �ea..a_d side-- ec : -r ----.-----,.�- -__ __��----�- ----- -- - The certificate is issued to DONNA M. WEXLER REVOCAB E TRUST-owner of the aforesaid property. Authorized Signature Fk/r I ING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD � JAN 3 0 20&Cwn all Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 RUnZI'O DIEPT.elephone (631) 765-1802 - FAX (631) 765-0502 G-R'N O 90J a southoldtownny.gov —seand(@-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information equ'ired) Date: '- - Company Name: �. �,r� ��.� t�- (:LC Electrician's Name: oa rcl License No.: fV\�,-- _ y -7 y1 Elec. email: Elec. Phone No: 01 request an email copy of Certificate of Compliance Elec. Address.: IYU61l-r- ve- j-w-e;I-v--a ( N y I 0 I JOB SITE INFORMATION (All Information Required) Name: Address: .� i l Cross Street: e' Phone No.: o Bldg.Permit#: email. Tax Map District: 1000 Section: � Block: Lot: BR EF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Qne&Ie"�d✓! S(�� �i- Square Footage: d Circle All That Apply: Is job ready for inspection?: YES NO Rough In Final Do you need a Temp Certificate?: YES.F771 NO, Issued On 6-A l Temp Information: (All information required) Service Sizef'711 Ph❑3 Ph Size: A # Meters_ Old Meter# gNew Service❑Fire Reconnect❑Flood Reconnect[-]service Reconnect®.Underground[:]Overhead # Underground Laterals 1 F12 D H Frame Pole Work done on Service? M Y N Additional Information: `Demo yvNj one, rreke� o AcK nck-d- -&- 05gI3Y(p� q PAYMENT DUE WITH APPLICATION - BUILDING DEPARTMENT-Electrical Inspector o TOWN OF SOUTHOLD o • Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631)765-1802 Temporary Certificate # �a 3 Date 2024 Customer Name �� Electrician Name Address f 7���7 S f- It Phone (O �J 7 �Phone 1 , - / ' k� e-mail QU u �r0� f ) Chi IYJ a-mail hG 42&rdelee GCS op 1/7, , ' r Phone 5 l (a � License# r[/1 � - 7� Size.�A Phase I Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/ Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days from the date abo Authorized bye-,` J �guff0�kc ( 1 1 ING DEPARTMENT Electrical Inspector TOWN OF SOUTHOLD ® JAN 3 0 20*wnt'- all Annex- 54375 Main Road - PO Box 1179 CA ,y Southold, New York"11071-0959 �� a0 RgUri,DT G,DE elephone (631) 765-1802 - FAX (631) 765-9502 s140 south oldtownny.gov - seand(@-southoldtownny:gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: J-o - Company Name: 1p' `ec:fl C LL L Electrician's Name: dk qulo)a,r cj License No.: cq -7 01 Elec. email: L�� 4-C7� rl( nil Elec. Phone No: " y- I S-FT ❑I request an email copy of Certificate of Compliance Elec. Address.: " F 66-niAve- JOBSITE INFORMATION (All Information Required) Name: h ,� Address: Cross Street: Phone No.: O Bldg.Permit email: Tax Map District: 1000 Section: Block: Lot: BRJEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Q�a da�dvt -S a Square Footage: 1 Circle All That Apply: Is job ready for inspection?: ® YES E NO RRough In Final Do you need a Temp Certificate?: YES [�] NO Issued On / 30Z i Temp Information: (All information required) Service SizeF711 Ph 113 Ph Size: A # Meters�_ Old Meter# _ IgNew ServiceE Fire ReconnectEFlood ReconnectEService Reconnect gunderground EOverhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: r?,emo,J-Vr, an meter- o ACX - -&- b983 y!v(v�8 0 q 8, v(o q PAYMENT DUE WITH APPLICATION PERMIT p \Ad- re s �_- Switches 7re, Out let s Surface`' .,`- Sconces*+ --K ,1tjj-�K It . HH'I W. , b�* Vm- UC Lts Fans I LLI Fridge C HW Exhaust Oven I W/D Smokes l l DW 1 Mini LO6vue coo cf� -arbon Micro Generator =ombo [tit Cooktop Transfer >C � AH Hood Service Amps Have Usec .pedal: ornments !c,_Coyt 35 max a0�Lq_K 15 3(o lv'� C iftV lok 3®A? I J�°SUFF'Q�- STO�)[�.I��l WATIE1K Scott A. Russell SUPERVISOR NWANAA,Gr]EN\41ENT SOUTHOLD TOWN HALL-P.O.Box 1179 p _�]O �� h 53095 Main Road-SOUTHOLD,NEW YORK 11971 a�- Town (/��I fl �� t; MAY 1-7 a�a3 �ul�amwuc��. CHAPTER 236 - STORMWATER MANAGEMENT REFERRATOP®Lo I i ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT Ili ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) lil - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) j jj Ali NAME: �,, Date: II Ili (Pon a3 'I i ' ( lurel lid Contact Information: "i 9 it l i i (G-Nlad&Telephone Number) 11; Property Address / Location of Construction Site: i l� S.C.T.M. #: 1000 I L,(1 i UCr i District ; Section Block Lot j I j�l ill TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - :. Area of Disturbance is less than 1 Acre. No S.P.D.E.S. Permit is Required ! ! Project does Not Discharge to Waters of the State. No S.P.D.E.S. Permit is Required ! it - Area of Disturbance is Greater than 1 Acre & Storm-water Runoff Discharges Directly li to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit I Ali DIRECTLY From N.Y.S. D.E.C. Prior to Issuance of a Building Permit. j - Area of Disturbance is Greater than I Acre & Storm-water Runoff Flows Through Southold i I� Town's MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN j illl a S.P.D.E.S. Permit through the Southold Town Engineering Department ii Prior to Issuance of a Building Permit. F ':I I I ii ii ;I; Reviewed By: 4&- Date: 17R35- ,. FOR M # CM('P-T(1C (lrtnhar 7()1 q f C ( ol S-117 o7-7 --S Tre,�e:•r--- '. Q 3a{, "- n- rT[arCAL LA-rPUY•`• . a04• y�.l�.bn• ct.=-�=' e.-�� "� H / L L R O A D `h �• P Q 31.9 o p.l .00 '?1 gey MH P r L 00 psi• F/.000 'A, ~-'.—may IOV,O \ ?�o o W ? y Z• p _ '' � �i i �� GI Vb N.(.3 e:%.f rY, G",=G`-^J.•% ' ..- i— G ^'ya_ t Y .Kt✓l9.- N,�y-��-o„iy-40+ff.4 c �G'O Li'o ��y fAti '" ' • %"=` '+ c 1'I�EB r 2 Ny,e- .�.'.�1•�' a�i.�/ 0ED/I5 12�2 t M. I Z at o Fi �' 4l %-' I�sres M.nlncRYSQrf i 2 L r 1N•�,,,✓ MA� CDF Clerk of 'w"ty . ` „iAAA M CAI L VES NEC K s \\ OY/NP.O ANO DEVELU�u BY \.''1 GEorrGE A//L.6R3'LS BHROA?H/�VBIN `,y� �T I S0UTHO1-0 AF�Ef1 3.�l6ACRES We hereby ccrhFy/ho///ris mn� w.r r muds SUF'�C7LK COLJh/TY -- - 1 11 � 'by as js aw y aal"al sveyly9 ea f✓elcr/✓y/neG,fvG9 r ; 'MSSUp4aK GOYNI}pepARl.'sEx cv aNr;cna nG:URpIto narcl ':u;ar avvrtovEs nxe aaa° and yhnf eoroerde nrenunre<etr boys hReNsky/'nr __. • u e w,nr oin/s shoa✓r+ ih+ra-: a a1 _ x. r+ �r r- a:•.rs:c,.—,'c. —r--z.==--Emc+r._� - E:,.- TUYLY.SGN '--"LL--d bo 4ti ror 7 A&V>/-, Y p@r.LTAt'PIY 1 Lieen-+-ed l nndSnr`ve orv- F�F>Pi70VL=0_L�� Y,✓_[J 1/ :r•a' al cc:r: �rrenPo�N.Y. S'Oa/THO!_O TaWN f�tHNN/rrG BCViI+� dr«L_..e:-...•i:<::._ ::.:... - x•n:s-n.r.lt a:.i. slant/sliJr as-n:P da ryr.</•.,s,...di•rsyrn.•we.,,r./�.✓r1ap�,.r//�r:rt;I c.� 4 ar,,, NArrra+.a'r rr<ue'd-„`r-..3•,'�d-�.:ia.�:e.ib��-.e. "et. .7•ae br— SU((OlrCCUII(YOEPARINErdb lIF Ice a// /oCsnthis J...lap--'r cvnp/Nt bhc 'Ltii Al- �L!YsHuf o:K CG• Rl-hW,C. �pl• 2 '.., .. Ya zn/ T� C � 1 (his Is to oenity Ihat the proposed arranOamenla fer araler auDpry A - "Z�'•r"r•'/ De urtr»ent of Hen/th y/� [� ,I,1C' ,1C��J C-- ` 3VFFOLK CL'VN rI'LCYPARYr%ENIOF Na'nCr/r r �C'=—� '" '-LG/-• Ond SeM 96 dispa.1 inr�WuYW&-- C. i RLe bend N,>:-" APT'• 24.a.__L27.P._' - :v./sr to G.ctr,+�h'c.JSf•S �� 7 1 rhN i,r to rectify P—* hLep p,;—d nr reE•rYcmenfs{[cr•rmfer,rr <�.crr.J �r-� nouilf/-r�/, i(n lh.+ TL.31><\1.2.����' - - '-T" ' snw+ya rhipo�n/for' C86Y65.'C/4'CK in F,I,a _L'rl�'2LN.E.TOYZNQA2__were Srere apl'Ipv:d on Iha shore dale. This apDrcval shall 6e va1A 'd d 'r �j approver/:]rl/fe a/a.•e✓,Yre,v,r/i,taq/y if •u hr:Lrfren is eaina/ete✓wifhin IlnalaC]tiun of water suPDtyand aorrera;e laci(iUxf areepmDleted viU�nona '6 !-4 BiEdM6're.cq one e r /he.nhav<a,,to•V vi ex vrh en o th,:•e /r,,,e-,l bear of the abo•2 apf-.3 dato. UM'tho ea irefion of this wdifinate of kr✓.'e.: p/. + O rryr l tU�rvirrrnrni> �'ppro%af,,aPp(:gl on for re—af shall he submdtad to Iha S01ok County pp �y � J p D o'r(ta n/ / %ip trorifa thvJ /•iSrzq/%r�y.�2v rl4�H•4ih r•�i/A`JI� Down-' of NeaIU. ACDraral of r o-1 application sial he sublecl to n of feeP nl the time// //% su• 91P/I a9:7n• IMa reGuiremenle in ertcct at Iha ma a(fiW sval app(ieatlon. II C'o�rr•1/i1 herrGy rf tilt!fi✓fhi� /h,'s may.] rn/he aiyia✓of th.: q r I Cowl/L' C/e/k rN neoortlagrr W,//+sie7,pr>/t18 a�'/iIc Pubha %erlfh Luw Con,em if hereby g.on tar me r and 5c on,2 a`NfAd/c Vl>f/he S.<fle tk i'v.rntf SY^i Gr•yeu:/.e• i 4ndorsemenl appeals to Iho Oilier of Wa fm,ij Stelk ur—danO with .Zedion Illd of Ue Publk J!"M L.acd 5.,%,Y of.AIC•le VI of In —_ P;rrrr,Piu.; t,_r r:,rntrsrnd tbr.• ----- . Uie0.or.W. of I(manlli:!nMl 1 SITE DATA: SCTM#1000-70-4-23.1 / DESCRIPTION: SO,FT.AREA: LOT COVERAGE: EXCAVATE: FILL: Vol ,/• vr.DPDrr cYuaesgR — r^�� _ - ..,1 ..�_ ._� /•� - PnDOEmrwnw+Dr. umasaR ' r_ I'w sD04ASIEPPDPE0.1% 41M85O.R Y - ESiL4tAYEDARFAOF O f: / GROUNDWSN [)F F2t.0D05a Pf. 1 ` NOV Y ` /•/, E¢Si1NGMAU5F: idlm SlLR 54% ! i OD t� ccarvExrioFm w'mlm� nx.osaR Lrx - N J040F/\ ./•/ E%ISTINGALEESSDRYBIDG. 749850.R 18x 1�1 C / Q�RFFK VLF / PROPOSFOADDDRYF: nAsD R als lsmm sam V - � PPDDOSEDPDR N: 18 osRR a uss 8W.YD. 4a.YD. PROPDSEDGRPOAC auxin l.lx aaYo loam � A o C -:i-`i. 832pP m Oy-rl _------ PRDPOSEDDflM1VElu: &B-cra N*ep - 30N.m Ss Q110. O YNE/(� �.�:i:.4- .i • i ce � X 2 IOfAL• ADI1050.R 92% ER Rsa1A na.YD. •/. ` ` iBUR •izyl aNE'`SEg W y• Z /•/ +;.' �'•`�: ;�.` ONEx METES AND BOUNDS BY. a_ D 0/18/2017 I..I /•/•/ �4� D6nxGDFa` •`�- i'y ,\A•— �_ T v5 GROSS FLOOR AREjlGFAl /• .�• • • , NAME AREA /��/[ ��E//4�( F��i••11 /• ' D6RNG13L RLMU W11D 5P6DFpR �—�/] Vl /• I PROPaSE05ND.H12K R y.R M•:i•r•� ..�.Q.S- /• E10SDNGSm NWSE NOm 1 /� O Ln 5 �/� xorRooPAVPx4ssAsnrt O r� 1•�•I i t Rtm{M9Qt �tUWR r 3Df60' .•• .•• �1 `RTC PaDI:DE11FtGJcfD¢sDrtMr719 POR01 1 1 OW• 111•.. O :sat. •� .cmtwnuDimn:ana rt cn n NOfflN7:EFE � OGDF 11_tYYED•R_NnAD1f C WA511ODf 31T ` ,♦ I - Q Fa � We, ,K�naTalClMVrt¢9�leA1FSWM!>LIRMAYwtAOm � � RTFEALE ROPED /6CAR LWgqt)A9.lmrc/ETD¢LD611MtTDD6Y4uil0x 6}Im9PP9N,�GID¢NETQ6ClMVO[DeYTI¢FAVYKiiLC109 Q tl@v➢LTIE 6STPIDLTSf6111D:D61LLrt1AII111D@ w W1T0fmbb 9 P+unto]nvNmr¢YKma.Va,vm3gHcspomavwim®mw _ r¢FuswnnF>aetame6lDmaP.mr. -- -_�/6 \ 1DP � AA6VLYQ YAMm1WNDODRAY011@PUao6 � . ooslDDo--_ loAlmroD6moAerortu3awouvrortwAxRrvaPDA A06350RY --_ Asmr1¢u�anlncnsxmlw+f6nmamY¢ eyoam/>z4a F1A91As1)smwwDmTO WY&W WRwD BNINNG -- e}M�R.R/[T NavLRMmAortn?IuttmFM W ` 510A'L4OWIDb�115ASlOGSdaSSIBlRo4r4R<D.SUL - DRY WELLS TO BE W MEN. R wDRomiA xcMDDCDrt. :V AWAY FROM HOUSE Al t9O1RT 06LY1IDPPODLCISlM6m1AloDXO1 WID9p. Dr��mcuwPauw/mEmacsaDvcslmarrsu H •• p GRAM GRAVEL DRAWN BY: MH pRNEWAY Oat S90.0 pF ,, is 00" � 11/29/2023 OE NEly r DEE oq pQ pF SCALE: SEE PLAN s r 59 • PROVED BY Esun Q QQ,QQn FF t7 ` Z / 1:B ARD OF I RUSTEES SITE PLAN To. N of SOUTHO�.D o �0. yoti�_� SHEET NO: SCALE: 1" =40'-0" � � � A'S'OpESS NPR �.4 ,p � *� ` ATE 61�GMQs 24. zw ems•� IS6 � C, QQQ' S� l SITE DATA: SCTM # 1000-70-4-22 DESCRIPTION: SQ. FT.AREA: LOT COVERAGE: EXCAVATE: FILL: PROPERTY: 43198.8 SQ.FT. PROPERTY WETLANDS: 1363.0 SQ.FT. BUILDABLE LAND: 41835.8 SQ.FT. ESTIMATED AREA OF +/-12,000 SQ.FT. GROUND DISTURBANCE: EXISTING HOUSE: 2080.0 SQ.FT 5.0% 5 EXISTING PORCH/DECK: 722.0 SQ.FT 1.7% EXISTING ACCESSORY BLDG. 748.8 SQ.FT 1.8% TOTAL: 3550.8 SQ.FT 8.5% - - Tr.uf.*c rVI yAMDMC METES AND BOUNDS BY: YOUNG AND YOUNG 10/18/2017 tia OMP'LY 1411TH ALL CODEf 07 UE v"YOP�t STATE & TOWN! ODES APPROVED AS NOyTgED�Q AS, ,EOUrPEO AND COND3TI 'N^0"' -a3 B.P.# ? r....': /► DATE'�J"o�a 00 8 ,. UTHOlO T0'r�►� .a .1 -N ( ,°S8/ FEE: Ba3.aO 'BY .. I � 4011 ` NOTIFY BUILDING DEPARTMENT AT �SOUTHOLDTO�rti ... , Wk. °1- f0 765-1802 8 AM TO 4 PM FOR THE C�j C/�c1, FOLLOWING INSPECTIONS: DUTHOLD T0�: 1"t .= ry CR `1 1. FOUNDATION TWO REQUIRED cc ° FOR POURED CONCRETE .« N.Y.S.DEC ``�\ 2. ROUGH-FRAMING,PLUMBING, i eJ STRAPPING,ELECTRICAL&CAULKING 3. INSULATION ELECTRICAL �o 4 FINAL CONSTRUCTION&ELECTRICAL INSPECTION REQUIRED 9j ZS 3 MUST BE COMPLETE FOR C.O. Q ZC ALL CONSTRUCTION SHALL MEET THE O �P° - - _ _ _ REQUIREMENTS OF THE CODES OF NEW t ^ _ZONE ,SEE DEL YORK STATE. NOT RESPONSIBLE FOR �/ ) )* 20N X - - - - DESIGN OR CONSTRUCTION ERRORS. p I C 66� - - - - PLUMSM CERTMCATION z ZONE ,q� � '. OEM LEAD COITERI"i'CEFOF3C 0 _ g - - - - - _ CERTIFICATE OV O. CUPP�'CV O O3, -A 5 - �� - ZONE x r.nd r _ �° t I �5" ""C CE3Lt9C ;tlC! D 111 VAT E�: ...... i 121, 42.5' .66.1, SUPPLY CYSTErl CANNOT BO CECDlZQ O: ' ��LEAD, x 5 i EXISTING DECK 1D � / �Jl FY £ 9 I m 23.9' Q ,� rr I \\ ,N 32.5' rc PROPOSED I � � PLU3f��!O N YSi CO C U 2ND STY ' 6S. / ALL PLU"13ItoG VIASTE J �j F I I i1 12.6 ^� ADDITION ��PO &V'r.�ATEIR U"r-S)FEED O N% 7.8' OJ�� Yr�, ..,w ».�v"�'i €: ��""F�'' TESTLNG EEFORE COVERS 4^a EXISTING 1 STY HOUSE � W A A AREA GRADE TO TOP OF FINISHED FLOOR 1324.2 SF - - 10.0' !/ / r P PERIMETER TOTAL LINIAL FOOTAGE 2337' M� • / Q f/-W j / � � ,yp0 *w ' 1��`� DEVELOPED `—' 0 5,7'AVG HT IGRADE TO TOP OF FINISHED FLOOR) ` \ 0 9 0 K PUBLIC WATER I \ e � � 7 H\ I�-1 \ 28' a\ \ W SILT FENCE \ \ x 0 (TYPICAL) \ / \ \ \ ..i 0 §( F� 12 0 0 � of,s t �oa,63s .A.o . a,9 as / \ , Z Ln o L"- G� ,--I SILT FENCE \ O GRADE PLANE CALCULATION (TYPICAL) / \ \ \ / 22.5' F� 16 EXISTING— / ACCESSORY — — — — — — / BUILDING i UNDEVELOPED O NO WELL N / L 001 GRAVEL R S DRIVEWAY F� /8 a 0°00,0 0 (lt7FRG f yWVrI/0poa.,q0•2`43 rr NSTRCFNR1j n100.0 00 gNc N /l QWM (3)TEST HOLE / , v s9 0 y 00001 DRAWN BY: MH Cl ,i p 6/C�O'�Fp , V SITE PLAN 00 3/31/2023 SCALE: 1" = 20'-0" 0 � 0 SCALE: SEE PLAN z3 A�0 T R' _ OF'3 Sir}- 4 T ZS6 0 oo- C SHEET NO: �N-O NSW Y 0 * >� s� BOA 0 M S'SIOl\, v 1 l m Ll-L N Fol d ll�blj- L � z PROPOSED NORTH ELEVATION }--- SCALE: 1/4" = 1'-0" w U � w W Ao �--- A o . waz x a r r� � o W w x Ln _._. = F711 C� 0 DRAWN BY: MH PROPOSED WEST ELEVATION 3/31/2023 SCALE: 1/4" = 1'-0" SCALE: SEE PLAN SHEET NO: D R O 111 2 ••�� Z 0?2 02 A � SS J — — EXISTING \ ROOF , op 0 0- __ - - - - - - - - - - - - - - - - - - - - - - - - NAT.GRADE AT W EAST PROPERTY LINE U � PROPOSED SOUTH ELEVATION SCALE: 1/4" = V-0" W A A � N O _ W w x Lrn OWN-no DRAWN BY: MH 3/31/2023 SCALE: SEE PLAN PROPOSED EAST ELEVATION SHEET NO: SCALE: 1/4" = V-0" f C 'Y r a°s W W Fp ?2 5 ARO Sao P i i E •------------------------------------------------------------------------------------------------------------------------------• r ' ' nii1 r ' r ' r ' r ' �O1 EXISTING DECK ' w , , ABOVE � r CANTILEVER ABOVE ' , r r ' ' uw ' uur ' nw mu ' um r r ' nm r r r uu r r r r wn i r r ' uw ' nni t r r ' um EXISTING DECK EXISTIN r ' ABOVE B r r r r------------------------------------------------ r ' um wn ' uw mu r r mn um um um um um ' nw ' nw uw nw nw nm nw um EXISTING GARAGE ----------------------------- r nnr EXISTING FAMILY ROOM r rrni rrni rnn r E-- --------- ------ ------ ------ --F ------------------------------- -� r r nn UP r EXISTING FINISHED r u n SPACE ABOVE um r mu i inn um r um r mu r um ' inn r r uw i un nin EXISTING z nni UTILITY ROOM 1 r - - - - i 1 14 — — — — 41 IL — — — _ J I0 11 — — — — 1 I W U � Z EXISTING FOUNDATION W A 0 SCALE. 3/16 - 1 0 W �-- F� ,-1 o z H O W w x a � H L O EXISTING DECK O � EXIST. II ^ BATH \I, II II EXISTING BEDROOM EXISTING KITCHEN EXISTING DINING ROOM 0 EXISTING BATH II II � 0 II II II EXIST.HALL F,T, 17 , II II II EXISTING SUNROOM EXISTING LIVING ROOM DRAWN BY: MH EXISTING BEDROOM EXISTING BEDROOM 3/31/2023 ON SCALE: SEE PLAN SHEET NO: EXISTING STOOP E� YO aj ����' •,,;,,� fps��• r �x°�3 J flC m w EXISTING FLOOR PLAN "=5 SCALE: 3/16" = 1'-0" ARo 7?-ssoo�. 1 J i ______________________________________________________________________________________________________________________________. I I I I -- ______ _I '_ _--_-______-_________ ____________-- --7� � IIIII IIIII ' ' IIIII ' IIIII ' ' IIIII ' II111 ' II111 ' III11 ' IIIII ' IIIII ' IIIII ' IIIII IIIII EXISTING DECK ABOVE ; ' II111 1 • , I I IIIII 1 ' I I EXISTING CANTILEVER EXISTING CANTILEVER ABOVE ABOVE I ' unl I 1 I ' nnl ' nnl ' nIn nnl qEXIST m I B 1 1 . I � D ' I ' IIIIII SS 5X0.25 ROUND'COLUMN N ' ' HISS 5XO.25 FOUND COLUMN OJ u 1I I 41X4'Xl'CONC,FTG.,REINFORCIED 4'K4'Xl'CONC.FTG.,REINFORCHD ' IIIII i w/(5)i!4 REBAR EACH WAV 1 BEARING WALL ABOVE N4 REBAR EACH WAY' - . - . - . ' IIIII i i (3)1-3/4X11-7/8 ML W/(2)1/2"STEEL FLITCH PLATE GIRDER ' nni i i (ALT.:(4)9-1/2 MLw/(3)1/2"STEEL) ' n111 ' IIIII 7' ------1 17'-0❑ I I II ' nnl -2/z"�___-- ' IIIII ' IIIII Inn 10'-411 I LALLYCOLUMN 24"X24"X12"FOOTING '�1-3/4X9-1/4 MICROLAM FLUSH BEAM I II111 .I � 1 IIIII ' �I 1 1 I I 1 1 1 I I 1 1• ( IIIII ` I I A I I I I I I I I I 1 I IIIII I 1 I 1 I I I I I I I 1 w I IIIII N I I I 1 I I I I 1 I 1 I 1 1 I IIIII IIIII �I 1 I I I I 1 IATI I I I I 1 I I IIIII _ U I IIIII _ _ _ _ _ _ _ _ _ _ _ _ _ _ I IIIII EXISTING 8-1/2X16 STEEL GIRDER EXISTING 8-1/2X16 STEEL GIRDER - 1 lull 1 nni _ 1 IIIII REMOVE EXISTING STAIRWAY I 11I I I / I FOSS 5X0.25 ROUND COLUMN CIN � Hi S 5X0.25 ROUND COLUMN O� EXISTING FAMILY ROOM CLOSE OFF AND PATCHOPENIW------'I 4 W/(5)#4 REBAR EACH WAY I I REINFORCED 4 BEARING WALL ABOVE I w/(5)A4 REBAR EACH WAY 1 nn1 I I I I . - . .4. . . . . . . . . . . . . . I IIIII EXISTING FINISHED ' SfEEq LALLY COLUX (3)1-3/4X11-7/8 MLw/(2)1/2"STEEL FLITCH PLATE GIRDER IT SPACE ABOVE - ON 2'X2'X1'FTC I i i (ALT.:(4)9-1/2 ML w/(3)1/2"STEEL) i i H - - I I I 1 w 7'-93/4" 3----- ---- 17' 0" ----- -- -�'� a 1 IIIII - 1 nn1 I I nul I 1 IIIII IIIII EXISTING UTILITY ROOM - - - - I EXISTING GARAGE 91 W E'er S/8"TYPE-X FIRE RATED SHEETROCK ,N 1 Hill AT WALLS AND CEILINF PER CODE L O m INSTALL45 MIN I I FIRE DOOR STEEL REUIRED STEEL JAMB,HINGES I I PROPOSED FOUNDATION PLAN SCALE: 1/4" = 1'-0" DRAWN BY: MH 3/31/2023 SCALE: SEE PLAN SHEET NO: f�P 0 ' ;,q `�' f. 0 W m 'v ARO SS%010P U I EXISTING DECK OVER EX.DECK ROOF RAFTER (2)1-3/4X11-1/4 ML (2)1-3/4X11-1/4 ML m kEviEw (REPLACE EXIST) (REPLACE EXIST) MASTER BEDROOM WALK-IN CATHEDRAL CEILING CLOSET 6 i i 1 iv 1 � (2)2X8 HDR [BEARING WALL] (2)2X8 HDR EX. DINING ROOM z 6 CATHEDRAL CEILING EX. KITCHENr/ LINEN N SISTER 2X10 TO EX RRs ALTER M 0 X X �,N Q OUT WALL j MATCH 2X6s MASTER BATH o / O / p 1 1 1 1 1 1 1 (31,7-1/4 ML , W A v i i i i 1 i i II LL j 0 LINEN LL, UP 1 o00 I 1 1 1 1 1 I 1 I 1 I 1 I I I I J I N / / ///// //////////1// J LL I I 1 1 1 I I I O o I I 2 o+ CABLE(OPEN)RAIL v l v EX. BATH U I 00 ALTER � ^/ I I c II O O N � II I [BEARING WALL] EXISTING SUNROOM 2'6 1 6 (2) — O r � (2)9-1/2 ML HDR (2)9-1/2 ML HDR EX. LIVING ROOM I EXIST, FIUREPLACE 1 CATHEDRAL CEILING SISTER DBL 2X10 TO EX RRs 1 SOLID BLOCKING UNDER (COLLAR TIES THROUGHOUT) EXTERIOR WALL ABOVE o AK- , — = - - - - - - - - - - - - - - - - - - - - - - - HO 1 1 pzc • ' ' EX. BEDROOM EX. BEDROOM w w w 1 1 0 O I 1 N 1 1 J , I 1 Q O I 1 I 1 I Q 1 I I 1 1 i1 (2)2X8 HDR (2)2X8 HDR (2)1-3/4X1 -1/4 ML 1 (2)2X8 HDR i (2)2X8 HDR CW 16 CW 16 6--0" CW 16 C W 16 EXISTING STOOP C, RELOCATE AS REQ. GROSS FLOOR AREA (GFA) NAME AREA EXISTING 1ST,FLOOR FINISHED SPACE 2360 sq ft. PROPOSED 2ND.FLOOR 412 sq ft. TOTAL 2772 sq.ft. PROPOSED 1ST. FLOOR PLAN DRAWN BY: MH SCALE: 1/4" = V-0" 3/31/2023 SCALE: SEE PLAN SHEET NO: NEW EFR 'P cc w Z N�OA 2 DZ SS�� I 28'-8%" 8'-2%" I 12'-7%" 7-10N" 6'-3%11 6'-3%" AN 81-4 t ^ / (3)1-3/4X7 1/4 MLop op - N / Zn //i �i// ADN N Ln - I u STORAGE r4 < U N m Z O CATHEDRAL CEILING z T ART STUDIO 9'-0"CEILING / OPEN TO BELOW / z C9LU / V J STORAGE p� 7-5 (3)1-3/4X7-1/4 ML . c 24-2 ^?IF I 14'-4%" 14'-4%" pq r 28'-8%" ZLn � O a� PROPOSED 2ND. FLOOR PLAN SCALE: 1/4" = 1'-0" DRAWN BY: MH 3/31/2023 SCALE: SEE PLAN SHEET NO: AQ c °E .R 0 LU r G;r LC LU m 2� _ ._ �� F� 0� �� A 6 FES NP J I I � � 1 II II I 1 I 1 ------------------------------------------------------------------------------------------- --• 1 I ----- ---------------- -------- ----------------- ---------- ------------------------------_ _-- 1 1 --------------------------------------- W ------------------------------------- I I � I I j l ; 1 p 11 1 I o 12 W A � ' , ' �•.rJ' 1 I 1 12 SISTER(2)2X10 DF#2 NEXT TO EACH SIDE OF 2X8 RR INSTALL DBL 9-1/2 ML I 1 1 I EXISTING RIDGE TO REMAIN.CEILING JOISTS TO UNDERSIDE OF TO BE REMOVED,COLLAR TIES TO BE ADDED EXISTING RIDGE I (SEE CROSS SECTION,1ST.FLOOR PLAN) ' I ' I Fi•� l--I , POST DOWN TO NEW COLLAR TIES ; 2X10 RIDGE F-1 Q C ; i 12 I ' H ' ; (o� I , I I I KLn I ' I 00 N ' I E Y ,------------------------------------------------------------------------—--—----------- ' 1 I , I ' II I , II II ' ' II ROOF PLAN SCALE: 114" = 11-0" DRAWN BY: MH 3/31/2023 SCALE: SEE PLAN F r�Fw y SHEET NO: 0 co ) tcr e, 2 FO 725 ARp S 9 N Z_ 2X8 CJ @ 16"OC EXISTING RIDGE (3) 9-1/2 ML NEW DBL 9-1/2 ML UNDER EX. RIDGE - POST' O E O R ST R 2 1 0 B 1 c _ C CRAFT R L 48'�OC H d, 1 Z 3/4„ SUBFLOOR 2X10 FJ @12"OC 00 U � ' W Q � EXISTING FLOOR SYSTEM EXISTING FLOOR SYSTEM x a - -- (2) 2X10 - - - -- W w x EXISTING GIRDER Ln � O (2) 9 1/4 ML w/ (4) 9-1/4 ML w/ (4) 9-1/4 ML w/ 3/4" STEEL (3) 5/8" STEEL (3) 3/4" STEEL N O ..�� EXISTING HSS 6X6X1/4 EXISTING FOUNDATION TUBE STEEL FOUNDATION .•ter EXISTING SLAB EXISTING SLAB a o a a o . e a n e e . o • a a o a a e • e a o a • e a o . e a n . e e o a a o . a a o • e a . n . a e o ' o •°'vo p Q D o e �ap d y ° �• d p p• �-v C p. p. '♦S p P. ' e• �e �'p P. -��00 4 •. a ��vC 48"X48"X12" CONC. FTG (11) #4 REBAR EACH WAY O• e - A CROSS SECTION A 5 9 SCALE: 3/8" = 1'-0" DRAWN BY: MH 3/31/2023 SCALE: SEE PLAN -Fr�Ew SHEET NO: s r m `;+ R V uB V I Generated by REScheck- Rfef,7 off are 4'N ■ N On E LOMm"hipance icate Project WEXLER Energy Code: 2018 IECC Location: Southold,, New York 03 ------ ------- Construction Type: Single-family Project Type: Addition 11/4 � 1/2 Climate Zone: 4 (5572 HDD) 11/4 11/4 11/4 2 11/2 11/4 4111/4 V.1 1]4 11/2 011/2 Permit Date: SINK LAV. 0 W.C. W.C. D.W. W.M. BIDET W BIDET I 1 113" Permit Number: SHC WER 8 H 2 03 C.O. Construction Site: Owner/Agent: Designer/Contractor: 11/2 0 0 03 1175 WEST HILL ROAD _A --i I 3 0 03 2 2 11/4 C.c....................... SOUTHOLD, NEW YORK 3 1 011/4 1/4 Compliance: 2.6% Better Than Code Maximum UA: 232 Your ILIA: 226 Maximum SHGC: 0.40 Your SHGC: 0.30 11/4 11/2 11/44) The % Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. LAV. W.C.0. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. 4Fil Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade Z SHO VIER 11/4 3 0 20 assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. O Envelope Assemblies 4 < SLOPE" 1/4" PER FOOT PITCH TO DRAIN 4 11-Ay 0 TO APROVED vu� UJ 4"C.I. SEPTIC SYSTEM TRAP HOUSE PLUMBINGSICHEMATIC Ceiling: Flat Ceiling or Scissor Truss 439 30.0 0.0 0.035 0.026 15 11 .—J SCALE: NOT TO SCALE CATHEDRAL: Cathedral Ceiling 1,771 30.0 0.0 0.034 0.026 60 46 Z 1ST. FLOOR: Wood Frame, 16" o.c. 682 0.0 20.0 0.041 0.060 20 29 < Door: Solid Door (under 50% glazing) 42 0.280 0.320 12 13 C�f g 0 Door 1: Glass Door (over 50% glazing) W CA Z SHGC: 0.26 29 0.300 0.320 9 9 Door 2: Glass Door (over 50% glazing) 84 0.300 0.320 25 27 Z 0 2" 2" SHGC: 0.26 O 2" Window: Wood Frame 42 0.270 0.320 11 13 @ 12" 2" 2" SHGC: 0.34 2ND FLOOR: Wood Frame, 16" o.c. 805 20.0 0.0 0.059 0.060 44 45 Window 1: Wood Frame SHGC: 0.34 60 0.270 0.320 16 19 FASTENER TYPE: SPACING: No.8 WOOD-SCREW Floor: All-Wood joist/Truss 256 30.0 0.0 0.033 0.047 8 12 BASED ANCHOR WITH 16"OC 21n.EMBEDMENT LENGTH No.10 WOOD-SCREWS --- Floor 1: All-Wood joist/Truss 168 30.0 0.0 0.033 0.047 6 8 BASED ANCHOR WITH 16"OC tin.EMBEDMENT LENGTH < 1/41n.dia.LAGSCREW BASED ANCHOR WITH 16"OC 21n,EMBEDMENT LENGTH @ cc ce 9 @ 3/4"APA PLYWOOD SHEATHING 1/2"APA RATED SHEATHING C GRADE PLYWOOD (ALTERNATIVIVE:7/16"O.S.B.) 1/2"APA RATED SHEATHING GRADE PLYWOOD (ALTERNATIVIVE:7/16"O.S.B.) @ @ FASTENER TYPE: SPACING: 2X4 DF*2 99 cc CO Project Title: WEXLER Report date: 12/05/21 No.8 WOOD-SCREW STUDS BASED ANCHOR WITH LENGTH 101,OC (9) Data filenarne: Page 1 of 2 S 12-OC 1* 21n.EMBEDMENT LENGTH WINDOW SILL TYPICAL WINDOW OPENING No.10 WOOD-SCREWS ==J BASED ANCHOR WITH 12"OC PANEL SPAN EQUAL OR SMALLER 21n.EMBEDMENT LENGTH THAN 4 FEET 1/4in.dia.LAGSCREW C1, BASED ANCHOR WITH 16"OC 0@ in.EMBEDMENT LENGTH I i70 (0) 1 1 TYPICAL DOOR OPENING MUL I IFLt FLY I WOOD ASSEMBLIES FASTENER TYPE: SPACING: PANEL SPAN GREATER THAN 4 FEET 2-2X4 DF#2 STUDS CONNECTED AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL No.8 WOOD-SCREW OR GALVINIZED BOLTS W1 WASHERS BASED ANCHOR WITH 81,CC THAN 6 FEET AND NUTS @ T-O"D.C. 21n.EMBEDMENT LENGTH DRAWN BY: MH No.10 WOOD-SCREWS TYPICAL MULTIPLE OPENINGS BASED ANCHOR WITH 91,Oc PANEL SPAN GREATER THAN 6 FEET 21n.EMBEDMENT LENGTH FlOC 3/31/2023 AND EQUAL OR SMALLER /+n.dia.LAGSCREW BASED ANCHOR WITH I THAN 8 FEET 21n.EMBEDMENT LENGTH WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL SCALE: SEE PLAN AS PER SEC. R301.2.1.2 NYS CODE: PROTECTION OF OPENING WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16., AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO SHEET NO: COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED, (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL EVI yO CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE. ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. �P C? ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS. SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. 2 5 C A WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS lrs ENDWALL RAFTER WALL STUD CRIPPLE STUD U ° BOTTOM PLATE o RIDGE ° HEADER LEDGER BATHTUB DOUBLE JOIST S DEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 1ST. ADS5 ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBERI DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ®24"OC WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY AS REQUIRED RAFTER SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN VENTILATION SIDEWALL FLASHING WOOD JOIST FOUNDATION ' TOP PLATE BLOCKING ' FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS Cs�48"OC 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL TO MAINTAIN GAP BARRIER TO LAP FLASHING ATTIC SHALL BE PROVIDED WITH A FASCIA BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH tCONTIN. SOFFIT / EXT. PLYWOOD ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. ^ ' FLASHING TO FORM CHANNEL SOFFITED EAVE INSTALL 4'O" O.C. AND SO AS TO MAINTAIN AIR LOCATION USP NUMBER DESCRIPTION APPLICATION 8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TO ON ALL OPENINGS / ACTION 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR ^•� „• EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS [ — —14" - 16" LSTA36 T 1/4"x,36" 18ga. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 21-1/8" x 20go. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS KEEP ROOFING NAILS OUT 2ND. FLOOR WALL OF FLASHING ' ROOFING LAPS BASE Z FLASHING 4 INCHES O RAFTER W W A BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME ^ EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING/ 11 SIDES 4 INCHES AND LAPS NAILED TO SHEATHING O SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT P1/ �wJ WOOD JOIST vr�,•+ a F� —� TOP PLATE GIRDER/HEADER F�-I SIDE WALL FLASHING a 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC WOOD JOIST C�f .� O AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD E) cn w z FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS AS TO FORM DRAINAGE CHANNELS AND INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNEC T EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. RAFTER/PLATE RT15 TYDOWN ANCHOR INSTALL 4'0" O.C. RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1 2 HIGHER THAN LVL HEADERS CONFORM TO SLOPE / 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS r-I ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DBL. SILL PLATE O TERMITE SHIELD I r- SUBFLOOR SILL GASKET - ' ' WOOD JOISTS Q NEOPRENE ' TYP. CONC. FOUNDATION ^ CONC. SLAB GASKET + . ' 2x6 /2x8 CONTINUOUS WOOD PLATE Q DAMPPROOF EXTERIOR 6 MIL. POLY v� ' 6MIL POLY ON EXTERIOR V GRANULAR FILL � � � i I BOLTED TO STEEL BEAM WITH \ 1/2 " DIA. BOLTS @ 48" o.c. STAG. V STEEL COLUMN L .1A I , ° 4 ° d ^ - o �,. ° \ \' 1 ROOF JACK CONC. SLAB a 11 1\�� �.`` 11 11 STEEL B EAM a' ° n o \.D ANCHOR BOLT EMBEDMENT: . db " COMPACT FILL ° POURED CONCRETE: 7" 4 x 14" x 8" STEEL I / BLOCK WALL: 15" `� TOP AND BOTTOM PLATE KEYWAY FOOTING V e ° 4 ° 3 0 LAPS FLASHING LASHI GAT ' WITH 1/2" x 6" ANCHOR BOLT o p <-, ° �'n c- n CONC. FTG. 6,4 b o. USE WITH 3x3 SQUARE WASHERS SIDES AND TOP � 1/2" GROUT L o 1 ; v ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) 0. I I p REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT 3" STEEL COLUMN DRAIN TILE: p ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATION ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 1 STORY 72" OC SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL TYPICAL C FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC WHERE NEEDED FOR STRUCTURAL BRACING. STEEL / BOTTOM BEARING WALL BOTTOM PLATE TO FOUNDATION SLAB-ON-GRADE 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL SUBFLOOR CONC. SLAB I I DOOR FRAME 6X6 10/10 WWM GARAGE JOIST COMPACT FILL ' DOOR --11 G USE 2X8 STEEL BEAM FOR B LOC KOUT 4" SLAB P.T. PLATE W/ 6X6 WMM I I SLOPE n 4"DRIVEWAY —® NOTCH JOIST AND ADJUST HEIGHT DRAWN BY: MH 1/2" AIRS ACE ° 7v1 2i" , (WITH A NAILING PLATE IF NEEDED) AT END AND d "' , W ° :4 °° , ° TO BE APROX. 1/2" OR HIGHER THAN ��y;•^ ES OF WOOD o�� D o D ° ° STEEL BEAM TO ALLOW FOR SHRINKAGE GRADE ° ="'n------« -'-- c , �• BEAMS _ - _ I_ ° ° < '° (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) d•'a l!„ 4 4 D I I- I I-1 I I-1 I ° °° ° ° 3/31/2023 6X6 W.W.M. - - - — � - - — D oll-ll—III�II -III= 12 o ,'D o D n ^'� ` �`NOTCH B EAM FOR MUDSILL IF REQUIRED -- MAXIMUM -I I n I—�11T SUBFLOOR MIDI. .° ° �'0. �'4 •° . GI REINFORCING BAR o' -I I ° p •° o II � OIST r r III=1 SCALE: SEE PLAN I i=I D o NOTCH EQUALS 1/4 DEPTH OF BEAM ° . D REINFORCING BAR DRAIN TILE •It—� ° ;° Or SHEET METAL / 30# FELT UNDER B EAM AT POINT 11 f a L1'/� �° �° ° P STEEL B EAM 12 C. OF CONTACT WITH CONCRETE OR CONC. BLOCK LLITi_ITI—III_IT_iTi=iTl� Ilm a• 3" PLATE (BOLTED TO BEAM SHEET N O. TYPICAL CONC. MONOLITHIC FOUNDATON. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. •, �A SHIMS TO LEVEL BEAM O;F NEB REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT DEF 0 o BEAM POCKET Lu SSl. I i CODE: 2020 IRC, 2020 NYS UNIFORM CLIMATIC&GEOGRAPHIC DESIGN CRITERIA FIRE PREVENTION AND BUILDING CODE GROUNC WIND SEISMIC FROST WINTER ICESHIELD FLOOD \VIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS R SNOW SPEED DESIGN WEATHERIN LINE TERMITE DECAY DESIGN UN E N HAZARDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 20 PSF 130 6 SEVERE 3 FT. MODERATE SLIGHT TOTO HEAVY MODERATE 11 NONE - USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT L04D CAPACITY. SOIL COMPACTION: 4"MAX. 1). CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# KING STUDS CAPACITY. 2). NEW FILL TO BE CLEAN OF ORGANIC MATERIAL. CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. REMOVE AND ADD ADDITIONAL FILL AS NEEDED. 4" DIA. MAXIMUM lo, 3). COMPACTION OF NEW FILL SHALL BE AT LEAST 95% PROCTOR DENSITY (PER ASTM D 698 RAFTER CRIPPLE STUD AND ASTM D 1557). COMPACT THE SOIL AT 12" LIFTS (TYPICAL). CONTRACTOR TO HAVE FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. LEDGER RIDGE HEADER DECK AND COVERED PORCH NOTES: 1). Unless otherwise noted, all framing material to be#1 ACQ pressure treated lumber. Z All fasteners, hangers and anchors to be galvinized or stainless steel. :E RAFTER JACK STUDS o 2). Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts rn Girders on concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2"dia x 7" long anchor bolt with washers and nuts. RAFTER-TO-LEDGER CONNECTION 3). Posts supporting girders shall be anchored to a minimum 24"x24"xl2"thick concrete LEDGER TO BE CONNECTED TO BLDG. USING 1/2' DIA. BOLTS @16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION footing. Use a minimum 1/2"dia x 7" long anchor bolt with washers and nuts. Footings Shall RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION be 3 ft. below grade. STAIR RAILING LOCATION USP NUMBERI DESCRIPTION APPLICATION 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS LSTAI2 1-IMN12"20ga. STRAP APPLY TO EACH JACK STUD 4). Deck joists to have blocking at 8'0 o.c.. ROOF I LSTA24 1-1/41lx24"20ga. STRAP I APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 5). Flashing shall be installed between the building and ledger. Lapping up the sheathing 1-1/2"SPACE and over the ledger. Ledger to be fastened to building with 1/2"dia. bolts with washers and nuts at 16"o.c. MINIMUM 6). Concrete piers shall be a minimum 6"above grade. HANDRAILS RAFTER 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored to girder(s). RAFTER 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. 9). Use simpson hangers and anchors with 2-MAX tripple protective coating or equal POST for any contact with ACQ. TOP PLATE t ' TOP PLATE V > BALUSTERS RIM/DECK JOIST o HANDRAIL NOTES: WALL STUD WALL STUD All required handrails shall be of one of the following types OPEN BALUSTER ATTACHED TO WALL o O or provided equivalent graspability. HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION 1).Type 1. Handrails with circular cross section shall have an RAFTER TO PLATE/STUD CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH LOCATION USP NUMBER DESCRIPTION APPLICATION outside diameter of at least 1-1/4 inches and not greater —~ OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACH than 2 inches. If the handrail is not circular it shall have a perimeter dimension of at least 4 inches and not greater r�•� SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2" IN 4"-6" RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR CONNECT TO RAFTER TO PLATE POST-TO-DECK CONNECTION w EACH RAFTER CONNECT OVER USE MIN. 2 1 than 6-1/4 inches with a maximum cross section of CROSS SECTIONAL DIMENSION, OR THE SHAPE SHALL PLATE/WALL SPTH4 STUD PLATE ANCHOR ( ) /2" DIA. GALV. BOLTS WITH WASHERS AND NUTS dimension of 2-1/4 inches. PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"- 12" RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO PLATES TO EACH STUD EACH RAFTER 2).Type 11. Handrails with a perimeter greater than 6-1/4 /1� Z inches shall provide graspable finger recess area on both �!••,� O sides of the profile.The finger recess shall begin with a W A 0 distance of 3/4 inch measured vertically from the tallest UJ 4"MAX. portion of the profile and achieve a depth of at least 5/16 O inch within 7/8 inch below the widest portion of the 4" DIA. MAXIMUM GIRDER/HEADER 0 profile.The required depth shall continue for at least 3/8 IT, to a level that is not less than 1-3/4 inches below the tallest portion of the profile.The minimum width of the r.�, GIRDER/HEADER handrail above the recess shall be 1-1/4 inches to a W a ° maximum of 2-3/4 inches. Edges shall have a minimum Z JOIST POST/COLUMN o ° , radius of 0.01 inches. �•f� I--I a ,`O POST/COLUMN —(D O NAILING SCHEDULE C!� W w � GIRDER/HEADER R F H IN • JOINT DESCRIPTION QTY SPACING NAIL NOTES Ln 0 AS PER TABLE 3.8 POST-TO-GIRDER/HEADER CONNECTION X [ STRUCTURAL PANEL gd W �-% V) LOCATION USP NUMBER DESCRIPTION APPLICATION WFCM-SBC O �--•I SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN DECK/POR.CH RAILING LOCATION USP NUMBER DESCRIPTION APPLICATION 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN POST-TO-GIRDER/HEADER CONNECTION ROOF FRAMING: NAIL JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOISTHOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS JOINT DESCRIPTION QTY SPACING NOTES RAFTER TO 8'WALL: 3-8d COMMO EACH TOE-NAIL ^� TOP PLATE 1U WALL:4-8d COMMO RAFTER CEILING JOIST 8'WALL: 3-8d COMMO EACH TOE-NAIL u TO TOP PLATE 10'WALL:4-8d COMMO JOIST IQ CEILING JOIST TO AS PER TABLE 3.7 EACH FACE ° ® STU PARALLEL RAFTER WFCM-SBC LAP NAIL BEARING PLATE GIRDER CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM-SBC LAP NAIL ° • COLLAR ACH FACE TO RAF EIR AS WFCM-SBC PER TABLE 4 END NAIL ° WOOD JOIST >• BLOCKING 2 - 8d COMMON EACH TOE TO RAFTER END NAIL (A LEDGER 1 I I RIM BOARD 2 -16d COMMON EACH END '•,>•�' ° GIRDER/HEADER I CONCRETE PIER TO RAFTER END NAIL I (A WOOD JOIST '• >• WOOD JOIST " WALL FRAMING: NAIL JOINT DESCRIPTION QTY SPACING NOTES DOUBLE 2x TOP PLATE TO PER FLUSH JOISTS WITH HEADER/GIRDER I (MINIMUM) TOP PLATE 2 -16d COMMONFOOT FACE NAIL CEILING JOIST TO BLDG. CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I FOR HEADER HEADER/GIRDER-TO-POST CONNECTION I TOP PLATES AT JOINTS FACE LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA. BOLTS @16"OC WITH WASHERS THE PROPER STEEL CONNECTOR. I I OR BEAM 4-16d COMMO LOCATION USP NUMBER DESCRIPTION APPLICATION INTERSECTIONS EA. SIDE NAIL IF ABLE, SET FIR JOISTS APROX. 1/4" HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE. ROD I I (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIEF STUD TO 24" FACE REQUIRED I I STUD 2 -16d COMMO O.C. NAIL FOR STU (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE HEADER TO 16d COMMON 16"O.C. FACE HEADER ALONG EDGES NAIL FLASHING TUCKED UNDER i I TOP OR BOTTOM 2 -16d COMMO PER 2x4 STUD END TOP PIECE OF SIDING AND PLATE TO STUD 3 -16d COMMO PER 2x6 STUD NAIL LAPPED OVER FIRST CONTIN. BOTTOM PLATE TO: PIECE OF SIDING BELOW THREADED ROD FLOOR JOIST, BAND JOIST, 2 -16d COMMONPER FACE NAIL END JOIST OR BLOCKING FOOT 1/2" DIA. LAG BOLTS W/WASHERS CNW COUPLER NUT DRAWN BY: MH CONNECTED TO BLDG. @16"OC STRINGER POST DECK FRAMING: @16" C MINIMUM — (2)THRU I END DISTANCE JOINT DESCRIPTION NAIL NAIL QTY SPACING NOTES 3/31/2023 PB44 POST a ' p • JOIST TO: PER TOE ANCHOR "dla. - 4 8d COMMO D .D PIER 16"TREAD : c •- a-.• - MINIM M ) ^" E R GIRDER JOIST NAIL FLOOR FRAMING a•e o • o c END ANCE v ° BRIDGING EACH TOE SCALE: SEE PLAN 2x JOISTSo , o +• 12"x12"x12" 2 -8d COMMO GRADE A CONC.SLAB b•'4 ••• o� •• CONCRETE FOOTING A TO JOIST END NAIL a (AS REQ.) •4 :o. •';: ••g' BLOCKING EACH TOE BLOCKING FOR JOIST HANGER TO JOIST END NAIL 2 - 8d COMMO 8"dla. , ° DECK PIER > SHEET N O LAG BOLTS p p • d CONC. d' PERPLAN BLOCKING TO: EACH TOE 3'-o a= ° 3 -16d COMMO �F NE • p PIER HOLLOW COLUMN UPLIFT SILL OR TOP PLATE BLOCK NAIL RIM JOIST/BD. °.�4,' SIMPSON STRONG TIE MODEL STRRI/2 \ DE r y0 a • • DECK POST FTG. CONNECTION LEDGER STRIP 3 -16d COMMO EACH FACE ,Q s • .'-a INSTALL AS PER MANUFACTURES RECOMENDATIONS TO BEAM JOIST NAIL f A `1 o0 a LOCATION USP NUMBER DESCRIPTION APPLICATION JOIST ON LEDGER PER TOE '` 3 8d COMMO m 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING TO BEAM JOIST NAIL DECK/PORCH LEDGER CONNECTION 6X6 POST BAND JOIST PER END PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING 3 -16d COMMO TO JOIST JOIST NAIL A 50 BAND JOIST TO: 2-16d COMMO PER TOE NAIL �O�ESSI NPR, SILL OR TOP PLATE FOOT - i GEPqERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTY( SPACING NOTES CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) TOE-NAIL TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) TOP PLATE 10'WALL: 4-8d COMMONRAFTER 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL: 3-8d COMMON EACH DESIGN CRITERIA (UNIFORM CODE intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in TOE-NAIL ) 2020 IRC, 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10'WALL: 4-8d COMMON JOIST AS PER FLOOR PLANS, CROSS SECTION, DETAILS, AND GENERAL NOTES g Y P g g P P FRAMING ELEMENTS State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN LIVE LOAD(PSF)R301.5 DESIGN DEAD LOAD(PSF) R301.2.2.2 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7 construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL UNINHABITABLE ATTICS (NO STORAGE) 10 EXTERIOR (LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH U180 sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS (STORAGE) 20 EXTERIOR (LIGHT FRAME) STEEL WALLS 14 (NO FINISHED CEILING) 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM - SBC LAP NAIL HABITABLE ATTICS AND 30 INTERIOR (LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/180 meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS WITH FIXED STAIRS INTERIOR (LIGHT FRAME) STEEL WALLS 5 FLOORS U360 SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS (8"THICK) 80 CEILINGS (PLASTER, STUCCO) L/360 These codes are to be considered as part of the specifications for this building and accordance with table 3.36. When wall studs above do not fall in line with studs below, the TO RAFTER WFCM - FIRE ESCAPES 40 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE CONCRETE WALLS (6"THICK) 85 CEILINGS (GYPSUM) L/240 accordance with table 3.3. TO RAFTER 2 - 8d COMMON END NAIL GUARDS AND HANDRAILS 200 SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS L/240 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES (R301.5) PER 20 SQ. IN. 20001bs EXTERIOR WALLS (PLASTER, STUCCO) H/360 (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL PASSANGER VEHICLES 50 EXTERIOR WALLS (BRITTLE FINISHES) H/240 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift NON-SLEEPING ROOMS 40 EXTERIOR WALLS (FLEXIBLE FINISHES) H/120 4). The designer has riot been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: SLEEPING ROOMS 30 LINTELS (SUPPORTING MASONY WALLS) U600 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAIL STAIRS 40 construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION NOTES ROOF GROUND SNOW LOAD 20 precautions and programs in connection with the work. There are no warranties for a bottom late, 3 inch square washes shall be used with the anchor bolts. Anchor bolt Qom• SPACING p p g P q DESIGNED FOR EXPOSURE C specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO PER FACE NAIL EXPOSURE CATAGORY ) p p p p g pTOP PLATE 2 - 16d COMMON FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE INTERSECTIONS 4 - 16d COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 - 16d COMMONEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE STUD O.C. NAIL Sym.: attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16d COMMON 16" O.C. FACE SMOKE & CO2 DETECTORS ® CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMONPER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: FOUNDATION NOTES: Type It exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO:FLOOR JOIST, BAND JOIST, 2 - 16d COMMON PER FACE NAIL v , length adjustment factors in table 3.16. FOOT SEE NOTE: 1,2 CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 1). The General Contractor and Mason to review plans, elevations, details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s) above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING. HAZARDS P joint JOIST TO: 4 - 8d PER TOE Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NOTES LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED O 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAZI NAIL QTY. SPACING MODERATE SLIGHT TO 3). Provide 1/2" expansion material between concrete slabs and abutting2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 17 NONE COMMON concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE W 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE r , be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. SHEATHING LOCATION NOTES v 3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD BLOCKING EACH TOE 5). Unless otherwise noted, all slabs on grade to be 3000 p.s.i.. Concrete to be TO JOIST 2 - 8d COMMON END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O. . 8d COMMON @ 6" O.C. SEE NOTES: 1,3 Z poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9)• CATHEDRAL CEILING ASSEMBLY: SEE NOTES: 1 BOTH FIELDS O o Where a ride is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON 6" O.C. 8d COMMON 12" O.C. ( ) A to be minimum 3-1/2 inch thick. All fill to be compacted to 95 /o relative density with g SILL OR TOP PLATE 3 - 16d COMMON BLOCK NAIL @ @ NOTE: 2 FOR PANEL FIELD anchored on to of the beam or slope connectors shall be attached to each rafter-to-ride n 6" maximum lifts (layers). P P g 1�1 along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 1�1 6). Crawl spaces to bey provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAIL H 0 8x16 cast iron foundation vent for every 150 sq. ft. of area. �� 9 JOIST ON LEDGER PER TOE NOTES Z 7). Dampproof exterior of foundation with bituminous coating as required by current DECK AND COVERED PORCH NOTES: 3 - 8d COMMON W a TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - 16d COMMON JOIST NAIL w 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, a 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO:SILL OR TOP PLATE 2 - 16d C PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. I: O OMMO FOOT SEE NOTE: 1 C�? Z Girders on concrete piers shall be anchored with proper steel connectors anchored 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. ^ w FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. F H EATH I N G: For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques and methods as prescriptive design of current SBC High Wind NAIL NAIL • 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION Edition Wood Framing Construction Manual. QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For � O Use a minimum 1/2 dia x 8 long anchor bolt with washers and nuts. Footings Shall be 3 ft. r,., � V) below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. F+.1 � 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS' Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. : CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD �+ otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts JOINT DESCRIPTION QTY SPACING SEE NOTES: 1, 3 ( BOTH FIELDS) where needed. �� 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. NOTE: 2 FOR PANEL FIELD 4). Unless otherwise rioted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. GYPSUM 5d COOLERS 7 O.C. EDGE Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all WALLBOARD 10 O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6 O. . 8d COMMON @ 12 O.C. SEE NOTE: 3 6). Concrete piers shall be a minimum 6" above grade. Q openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall NOTES 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored openings between 4'1 and 60 and 2x6 wall openings between 511 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMONAS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM - SBC anchors where applicable to all connecting joists. PLUMB 1 N G NOTES be used. 7/16" OSB 3"O.C. EDGE 6d COMMON 6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6„O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. on plans. WALLBOARD 10" O.0 . FIELD 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/ r 2). Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: p g, g other access openings unless otherwise noted (typical). 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL provide adequate bracing and plates to protect and secure the structure. Verify With the JOINT DESCRIPTION 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 8). Dormers running tap roof rafters are to be supported by double rafters on either side p q g P P Y QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. where applicable unless otherwise noted. state code and manufactures recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C. EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1-Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. HVAC SYSTEM NOTES 1" OR LESS 8d COMMON12"O.C. FIELD (5.7 SQ. FT.2ND.FLOOR) 9). Provide blocking/bridging in floor joists at 8 0 o.c.. Use solid blocking in floor joists MIN.44' SILL-AFF under all bearing walls. N OTES NYS Residential Code R302.11-FIREBLOCKING REQUIRED 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. ) P p g P g 1 .In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at Intervals not exceeding 10 11). Unless otherwise rioted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are based on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. SOIL COMPACTION: using parallel rows of studs or staggered studs. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6 on-center at the panel edge. if wall sheathing Contractor and owner for final review and approval. is nailed 3 on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilin 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor gs and cove ceilings. DRAWN BY: MH ELECTRICAL NOTES shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed : members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces over subfloor as per manufacture's instructions. such as shear plates, shall be used to maintain load path. 2)•COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. / / 1). All electrical to be installed as per N.Y.S. Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE 3 31 2023 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. 2). When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5). For the fireblocking of chimneys and fireplaces,as required by current N.Y.S. Residential Code. SCALE: SEE PLAN to have regular 1/2" sheetrock. All walls to be taped and finished. 3). All electrical work to comply with 2014 NEC. to be reduced tol - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 SHEET N O torch down type material over. and R315 of IRC. OF E 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G ,`P�� ,D> �y0 be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WITH CAP y > �'ro s AND BASES.USE WITH FLASHING CAPS TO ' ` COVER TOP �_ Cr w n •. 2 cP 0'250 �O �OF Zssk + J A ll 1 !! IV/ LD I N N N 19 HT- N N N N N 2X8 CJ @16"OC EXISTING RIDGE (3) 9-1/2 MIL NEW DBL 9-1/2 ML UNDER EX. RIDGE v ' - I I 0 OS 0 T R 2 1 0 3'H RAILING C R_ FT R L E v ) 3/4 SUBFLOOR V71F Y L ''E, rc tdil 2X10 FJ @ 12"OC W V Z L LJ WAo 0 W a z EXISTING FLOOR SYSTEM EXISTING FLOOR SYSTEM a (2) 2X W EIT u - - - - W EXISTING GIRDER 71 (2) 9 1/4 ML w/ (4) 9-1/4 ML w/ ( ) 9-1/4 ML w/ a Ll� 4 L� O 3/4" STEEL (3) 5/8" STEEL (3) 3/4" STEEL EXISTING HSS 6X6X1/4 EXISTING FOUNDATION TUBE STEEL FOUNDATION .ter EXISTING SLAB EXISTING SLAB d p d d p • db. d p • d D. d • • d b d p • d d p • d d p • d p • d d p • d d p • d d p • d d p • d d d O p • d O d • p ap Q O v a • •�p O p V` O• d v0 y o p• • p' p • y t'7b• •O G • S �'O 0 •. O �•O 0 48"X48"X12" CONC. FTG (11) #4 REBAR EACH WAY O• s A CROSS SECTION A 5 9 SCALE: 3/8" = 1'-0" DRAWN BY: MH 5/17/2023 SCALE: SEE PLAN FNEW SHEET NO: Qc DEER 'Q 072132 Ali ARO�P� Y i 1.1 Vj tit N Z - - — 2X8 CJ @16"OC EXISTING RIDGE (3) 9-1/2 ML NEW DBL 9-1/2 ML UNDER EX. RIDGE DST 0 o T R 2 1 0 3HRAI LING C RAF T R L -TI 48 el- 3/4" SUBFLOORCl- Z - — 2X10 FJ @ 12"OC W - U � ry Z W W q O �---- A O Waz EXISTING FLOOR SYSTEM EXISTING FLOOR SYSTEM O 4;115u=k r � sk V571 ? is � s IS ? I I A s I MTS� �E81kAffl S ? S Wwx EXISTING GIRDER L (2) 9-1/4 ML w/ (4) 9-1/4 ML w/ (4) 9 1/4 ML w/ 0 W O 3/4" STEEL (3) 5/8" STEEL (3) 3/4" STEEL N �--� EXISTING HSS 6X6X1/4 EXISTING FOUNDATION TUBE STEEL FOUNDATION 7Z 77' [7 EXISTING SLAB EXISTING SLAB e a a o e b. a . e � o. Gt 0•vA D . Gt a C P. i d• �a v ae• no 4 �•v 0 •• a ��v 0 48"X48"X12" CONC. FTG (11) #4 REBAR EACH WAY O' a A CROSS SE-ION A 5 9 SCALE: 3/8" = 1'-0" DRAWN BY: MH 5/17/2023 SCALE: SEE PLAN �0 NEw je �C;,'� R�°��* SHEET N O: Lu z R�FES SITE DATA: SCTM # 1000-70-4-23.1 NT n(5K • �' DESCRIPTION: SQ FT.AREA: LOT COVERAGE: EXCAVATE: FILL- N^- PROPERrv: 43198.854 FT. PROPERTY WETU,HDS: 1363A S0.FT. BUILDABLE PROPERTY: 43835.854 FT. ESTIMATEDAREADF GROUNDDISTURBANCE: N'12.DOU SQ FT. EXISTING HOUSE: 208050.17. 5.0% ICONVERTTO FIINISHED SPACE)EXISTINDECK MID so,FL L7% - d' Q �' EXISNNGACCESSORYBLDG. 749.85QFT. L8% rr 99 o�N JOF]C�[[K��Y C�`CK GJ�`. .� PROPOSED ApDITION: 27.0SO,FT. QI% d./iS CU.YD. BN.VD. PROPOSEDPORCH: l8.OSQFT. 0.1% BN.YD. 4N.YD. PROPOSEDCARPOI 447.2 SQ FL Ll% 25 Cu YD 10N.YD. ZONE A_ PROPOSED DRYWELLS: S.8-di.Vd.e, - 30[U.YO. 15 N.YD. u_ fE L BJ ------ Z ZONE AE a - rorAL 4043.0 SO,FT. 9.8% 88 N.Y0. ZONE x - < N� o METES AND BOUNDS BY:YOUNG AND YOUNG 10/18/2017 423' B6T Y �..b� s _ EXISTING DEa ul 23.9 GROSS AREA(GFA) 1 _ NAMWEE AREA _ }��/ COMING W.FLOOR DNISHEDSPACE 2360 sR ft. t� T-,, xj§ � �O PROPOSED 2ND.FLOOR 412 sR .: -'•"•J 6. I 0/ T07AL 2772 W.RR •/' MONG15TYHOUSE m 2Np STY ¢, �i L ............ •••••••• 28.T •••••• - .......... ... 1 AT IOD%WARTERRUNOFF:9]J W.FT. PROPOSED ? ) 3.0'X6.0' - - 1 SILT FENCE PROVIDE OIBpu.xaoEEP 00.YwELL3 O PORCH 1 'TOP• • • }•�(TVPICAL) _- .,--- - � ♦SOIL� F DW • j ` .Q — NTALdi1M£LL9WALDY.IW N.R NO ASHOU TEA Dr.FF f.IITTFR-CTANDARD G^ WASHOUT PROPOSED /g Q II1\I\\L'1�\\�.1I'RBLy71T1LFI1 JJ E;/ �J � ]}D�UTON:BEGINIMTUNT10N IdVI65LBa7406 XAVEBEEN PNOPH�LY PRFPANED. SILT FENCE CAR PORT L}FREPAPATNte (rrvlutl 4 PaFPAn9Je sM°uswe YH nos°i amrmH�—mm'THE wwuweluRc wR AaLWmG TT�aBST R.wus FOR TBB suamure mrom Txe Falgv o2xomorvs. 4���hrnuEs���gFA6S LY OXYTACTWDHO�11p.R Q/6 ! zTN5rAI3Anpx: A).PDuoAH wvuweaoRoe�wrtx DZRHervoB3oXAxo rxEpuwwes. ` EXISTING•- _ s}amFxto ee PllCrFO towspOSIFODpLVTDTwREYEIttav°F RtM. ACCESSORY -�----� - 3)sHFETNETuxtw UJ.Gl16 wn8wA0TTIGMJOINIS. WILpING +'} MSIIANO SIXOFAQRIEASTO pW'T4WISUA 8}NNNft'10' 4"O W4XwTMABtRnSMIAIITSLIP TDLYT \ 31 COMIEOF OOY(Iv5P0111MTO STOPM SEWF0.5YSTEM A5 BVBLGTEA SEAL O EVE© �N¢CTiOV WATIXOGIIT. N DRYWELLS TO B N. AWAYROM HOUSE -/ B7.Ok1RFILg3REPN0.0RRfPIACEDNMC£D ML0.CR BFfOPf SUBSTaNTNL�{ ' EXSTING y �T C7 GRAVEI y �. DMEWAY DRAWN BY., N9H s o �� 9 ,�Y10/4/2023 . .�t 9/ I•T' zry �'..s� -SA: N4T I00 E RND' t O F N F L4, w . /] ' y , •� SCALE: SEE PLAN 000/ lESTHOLF S90.0 +(r aY4M ; �P(� D f FR4 O,p �pc-q+4,`� gtlHM J JO Q / � C` 'lO /. ..� w SHEET NO: °L � 2 � � Al SITE PLAN �, `� � , SCALE: 1" =40'-0" ® Z Rap 4,0 o m F�20 _R 06.3 FRT)- 4 s". SSI Z IS6 OFE NP 000/ S� • 4 w V I M- M 0--!E aG W Aix DOd D04 a PROPOSED NORTH ELEVATION : .,.. . . . . ...: . .. of H z w � w SCALE: 1/8" = 1'-0" A o � x 0 DRAWN BY: MH ❑ 10/4/2023 � ti of �Ew DEFR�r0 SCALE: SEE PLAN PROPOSED WEST ELEVATION :: . SCALE: 1/8" = -0" w - SHEET NO. 1' RaF NPR' I i5offidi 9M o� m II-�= -�:— IIII♦ I— 11 �_ � ,�_�� t I I`III i I -• -; i ARE'l hI;II► IIItIII�II.III,II;I�I'I ICI ICI ICI ICI ICI ICI ICI ICI� i � � ICI ICI ICI ICI ICI ICI ICI ICI ICI ICI ICI ICI ICI ICI ICI ICI; ICI ICI ICI ICI ICI ICI ICI ICI' • Ala oO . - 1 e � DRAWN 10/4/2023 SCALE: SEE PLAN II!!III�I lil`III'I�I I I�I�II!'l.l�� �C ' � • SHEET NOIN A�2 Vol z w Z W A � �- �"` �..i 0 P4 0 :.............................................................................................................................. c NunnmunNmnwmmumuwNunnnnmumuwi{funmmmnumw�mummununmq � � n � W A oar:............................ -` L > = 0 ................................................ -- EXISTING FOUNDATION DRAWN BY: MH EXISTING FLOOR PLAN SCALE: 1/16" = V-0" 10/4/2023 SCALE: 1/16" = V-0" i F OF NEW DEFR�y�,Q� SCALE: SEE PLAN m m SHEET NO: �aFFSSI NPR -------------------- ................ ."�L--------------- ---------------------------- -------- B- JTEXIS�NGP05TS.ONCENTER aaaa°aaa_aa�aaaa as =I- __ -3==Z=3 E: -- - ---- -- ------ .5E TO BE DETERMINED SEE ELENATIONS) BOPOUrGiflDERTH%tGHOIJT(IYP) :2 EXISTING DECK ABOVE ................................................ --....................................................- EKI$nNGCk4T EVER movE ABOVE Q VV ED EXISTIN B NGWALLABOVE WIMOD5TEELGIRDER :n 10-4- LALLY COLUMN 24°%24°X12'FOOIING C? J P, ......7XI—STING11-1/2XI677i' .....l GIRDER -1!7171NUU/U-1165 7EELjl;D—ER REMDVEEKISlINGSIAIMAY 21: EXISTING FAMILY ROOM CLOSE OFF AND PATCH OPENI7 IF BENRINGWALLA30VE EXISTING FINISHED PACE ABOVE F4 W�COIL ----ji 22 ------11 EXISTING UTILITY ROOM ----E IEXISTING GARAGE j I S/B'VPE-X FIRE RATED SHEETROCK 11 AT WALLS AND UIUNF PER CODE ,RE;=NlA"-w l REUIREDMEL 'IS 14MG. 13'-6Y.' WKWALLI)AMPPROOF j a4m @ 16'XVFrGW(2)44REBAR u.oc(np) I...Mly.ABEj"GRADE --------------- 2%BAMLEDGEkFL45HED (2)2MACQGIRDia. ------ 9 2KBAACaDJ@16'OC lj�DM NIS FOUNDATION TO REMAIN.REPAIR/REPLACE DEFECTIVE AREAS 6,0. 2).WUBLEUPFLOGRJOIMUND.INEIVPA. �LELWALIIAB.Il.PR.DE DRAWN BY: MH V-5-, - -------- BU0CKNGATB'4-OC.(MAX.)AMDMIDSFAN. 3).FILL VOID,BETWEEN MISTS,AT POINT LOWONS. 4).INSTALL SMOKE MO CO DETECTOR PER CODE. ; 10/4/2023 E"E N::- PROPOSED FOUNDATION PLAN �6 �, D �\por SCALE: SEE PLAN 0 SCALE: 1/8" 1-0" (P CARPORT p F— SHEET NO: 0I 15 A) F'Ess 21`0" 24-n CONC.PIER f(44)44 VEsR@T.6R-EW) RAupAR L o36 67XI2'FTS • ---------M,BI REB IN.TBELOW A�4 GRADE •--------- : EXISTING DECK � OVER IX.DECK P581611R i / �— PSBi611R P580611 PS60611 (211-3/4X11-1/9 ML (RELOCATE EXIST.) 11 (2)1-3/4X31-1/4 ML (2)1-3/4X31.1/4 ML ✓ /.;,f r+ ¢ II (REPLACE WST.) (REPLACEEXIST.) /fir%vim ~ I� _MASTER BEDROOM AAl � � 1 CATHEORAI CEILING / W Q EX.DI ING ROOM (2)22,Y�8 MDR BEARINGWALL R)) / I�i1 CATNFI O07ORNG EX.KITCHEN O Phi S6TEP 1/J�OTOIXRRs PLTER LINEN II OIR WAIL — I' MATa 2xfi: MASTER BATH ,, — --——--——--=== (3h-1/4 ML — V � — �' LINEN O W N EX.BATH I I a hrq ALTERo � A �11 1•I BEARING WALL I — Q)9-1/2MLHDR- 1C (2)}1/2MLHDRj EX.LIVING ROOM U)ST I I O FIUpEPWCE cATHEDRaL muNG `. _ __ _.. -- -- - — =r — — — r✓ SISTER DBL 2XIO TO IX RRs SOLID BlOCgNG UNDER (COLLAR TIES TH RO W HOOT) _ EXIEWORO-G LI OVE EX.BEDROOM EX.BEDROOM I 'v (2)2l®NDR (2)2X8 NOR (2)3-3/4%ILl/d ML I M16 ———————————— (2)2XR HDR EV/16 ——— (2)2XRHDR CmG CW16 E � r DRAWN 6 , ..... Y: M H r , -- T%]6WOIMANIZEDPARAWIMGIRDER-----------�---�� 14`X14'COLUMNv�1. ; 6X6%1/O TUBESTEEL ' E of SEW y 10/4/2023 COLUMN CID , DEF�ir O,p `� 'j * SCALE: SEE PLAN L m : . � A CARPORT �^ /L0. _`O� !•��J OFJJNP�V SHEET N O• �SS� • PROPOSED 1ST. FLOOR PLAID r rr SCALE: 1/8" "1 -0 - T----------P-----GIRDER , r r r • r ....-_..._-_••__•---------------------------------------- ' 3'.6" 3 6" 3-6" " z•-4x•:2•ex• z•ax•.z•-nx• ..... z-4x•.z•ax• ,..... ,.::,1.�."....,........: e AW]sl AW]51 'dx'x 2'-4x• �.,..m., AWI51 AWZ51 - s{4 28'-8%" r-laY^ a14 1d `O(I4 IX14 (3J 1-314Y7-114 MI W W � � ,n ... STOR . AGEt CATHEDRAL CEILING OPEN TO BELOW _ ART STUDIO }1�/_ fi.� 1/"•'f, T r STORAGE P1 --.,,X7-1/4 AAL Z IX14 IX14 IXl IX13 LLn O 28'-SY" � r� O cl DRAWN BY: MH OF NEW • ��r� �. oEFR�yo,�� 10 4/Z023 A A s / z SCALE: SEE PLAN SHEET N0: PROPOSED 2ND. FLOOR PLAN SCALE: 1/8" = 1'-0" A�6 i Pond AMENDMENT 1�0 -fie. 3'-611 3'-6" 3'-611 ol 3'-611 ol „ FFM 1 4 1 f • I , , ! - 1 r 2'-4%"x 2'-4%" 2'-4%"x 2'-4%" 2'-4%"x 2'-4%" 2'-4%"x 2'-4%" AW251 AW251 AW251 AW251 28'-8%° 8'-2%:" 12'-7%" 7'-10%" 6'-3 i" a CX14 C 14 CX14 CX14 6'-3% / i " 00 ' V) in / iry (3)1-3/4X7-1/4 ML i � � - I I I I 1 I I I I I I I DN I N, N Ln p }• / STORA W U J � 71 CATHEDRAL CEILING x ART STUDIO F-y z m' 9',0"CEILING- OPEN TO BELOW a R op �, . . w A- BATH W a (3)1-3/4X7-1/4 ML / x A CX14 CX14 CX1 C 14'-4Y4" 14'-4Y4"A i 28'-8%" O wL�r �.�..� 1 1 ' PROPOSED 2ND. FLOOR PLAN SCALE: 1/4" = 1'-0" 7;VVO!MAN!ZEC PAI ALU'JA GiR," ' F E 8 ' 4 2025) A A I DRAWN BY: MH F OF NEwY 1/25/2025 yAl. — In SCALE: SEE PLAN n -� SHEET NO: • ���FESS1 NPR ATM A IMU I E NO` D M E Nam T I 0