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Home My WebLink About50486-Z oF souPyo`o Town of Southold * P.O. Box 1179 ,0 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46407 Date: 08/15/2025 THIS CERTIFIES that the building ALTERATION Location of Property: 1670 Leeton Dr Southold, NY 11971 SecB lock/L"ot: 58.-2-7 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 02/22/2024 Pursuant to which Building Permit No. 50486 and dated: 03/28/2024 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Alterations to an existing seasonal single;family dwelling as applied for. The certificate is issued to: 1670 Leeton Dr LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 50486 8/5/2002 PLUMBERS CERTIFICATION: Brad Piecuch 6/25/2025 fijL.- Aut orizbd aignature �aoFsao TOWN OF SOUTHOLD BUILDING DEPARTMENT • AXITOWN 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#: 50486 Date: 03/28/2024 Permission is hereby granted to: 1670 Leeton Dr LLC 149 Kensett Rd Manhasset, NY 11030 To: Construct alterations to an existing seasonal,single-family dwelling as applied for to include exterior insulation and window replacements"in-kind". Flood permit required.'Amended 7/.1j_- to include., >as builta terafions :• , Premises Located at: 1670 Leeton Dr, Southold, NY 11971 SCTM#58.-2-7 Pursuant to application dated 02/22/2024 and approved by the Building Inspector. To expire on 09/27/2025. Contractors: Required Inspections: Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $250.00 CO-RESIDENTIAL $100.00 Flood Permit $150.00 ELECTRIC. -Residential $200.00 lz•-ate�Gi"5 =% -;A'i^`'t:..:.: AmendmentTee. - _$9GQ0=f Total 796.bo Building Inspector �o��oFso�ryo� TOWN OF SOUTHOLD BUILDING DEPARTMENT ' TOWN CLERK'S OFFICE courm. � 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#: 50486 Date: 03/28/2024 Permission is hereby granted to: 1670 Leeton Dr LLC 149 Kensett Rd Manhasset, NY 11030 To: Construct alterations to an existing seasonal,single-family dwelling as applied for to include exterior insulation and window replacements"in-kind". Flood permit required. Premises Located at: 1670 Leeton Dr, Southold, NY 11971 SCTM#58.-2-7 Pursuant to application dated 02/22/2024 and approved by the Building Inspector. To expire on 09/27/2025. Contractors: Required Inspections: Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $250.00 CO-RESIDENTIAL $100.00 Flood Permit $150.00 Total $500.00 Building Inspector oF so�ryol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q Jamesh(a southoldtownny.gov Southold,NY 11971-0959 Q�yCDiJNT`I,�c� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Luyster Address: 1670 Leeton Drive city:Southold st: New York zip: 11971 Building Permit#: 50486 section: 58 Block: 2 Lot: 7 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: G&S Electric Electrician: Bob Guarriello License No: ME-578 SITE DETAILS Office Use Only Residential - X Indoor Basement Service X Commerical Outdoor 1st Floor X Pool New X Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 6 Ceiling Fixtures 24 Bath Exhaust Fan 1 Service 3 ph Hot Water 30a GFCI Recpt 6 Wall Fixtures 4 Smoke Detectors 4 Main Panel 200a A/C Condenser Single Recpt Recessed Fixtures 1 CO2 Detectors 2 Sub Panel A/C Blower Range Recpt 1 Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights 3 Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 4'LED Exit Fixtures [I Sump Pump Other Equipment: 1 fridge,1 micro,1 mini fridge,1 dishwasherr, 1 washer, 1 hood, 2 12in led strip lights Notes: Inspector Signature: LUX,Ag&�F Date: August 5, 2002 p 9 1670 leeton dr awn half Annex .r 't` ��` . `Telephone(631)7654 54375.Main Road # `� ti P.0.Box 1179 a (� Southold;N go 11971-0959 AUG 14 2025 L DIP BUILDING DEPARTMENT Building®e TOWN OF SOUTHaLD Town of Sa uth�d g CERT WCATION Bate: /C� Buildinge Permit No. Owner: L.Ltr (Please print) Plumber. O�� ..P I �C_id C..l"n (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1%lead. 1 (Plumbers Signature) Sworn to before me this cpT4 day of Jan• - , 20 Notary Public, cA40W county susAN A.f lrzzo t4c tmy Public,Mate of New'-'York No.otAi6183459 Qualified in Suffolk County Commission Expires March 17,2MI&T oFsoory�6 * . # TOWN 'OF SOUTHOLD BUILDING DEPT.' coum,�� 631-765-1802 �-1_IV=SPECTI-OIV [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY ` FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ kl ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ]. CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Set i k jL6I, ea-fh. DATE a - INSPECTOR e7AW _J OF so(/TyO� * # -TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 : INSPECTION .. [ ] . FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ . ] FOUNDATION 2ND /IFINAL SULATIOWCAULKING FRAMING/STRAPPING [ ] FIREPLACE & CHIMNEY [ :] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT'CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL(ROUGH) [ . ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: nt &qS 5AOU) V,",- 9f MAI W ,c ✓ � S cww- pw LID - DATE INSPECTOR soyo�o , o4 g( L�e��h 0� # # TOWN OFSOUTHOLD BUILDING DEPT. "�o��►,� 631-765--1802 INSPECT[O-N FOUNDATION 1 ST fREBAR [ ] 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: e r roT e 6X-e-4,oZ INSPECTOR Richard M . Mato , Architect ECE # VE TOWN OF SOUTHOLD AUG 1 4 2025 Building Department 54375 Main Road Building®e� rr�ar� eratE Southold, New York 11971 Io�re�of southoid July 30,2025 RE: 1670 Leeton Drive Southold,N.Y. 11952 Bldg.Permit# 50486 To whom it may concern, I have visibly inspected the above mentioned residence with regard to the installation of the rough plumbing and the insulation and to the best of my professional ability the construction is in compliance with the NYS Residential Codes in affect at the time of construction. Should you have any questions regarding the enclosed,please feel free to contact me. Sincerely, Richard M. Mato,A.I.A. ED ARpy� �PRD M.M9 TFp� Q' P.O.BOX 2284 Aquebogue, NY 11931 S, O410'� Q$ Tel:(631)523-5879 r9OF E-Mail: rmatoarchitect@gmail.com , D � JUl - 8 20 'Togu�ldin o��ou�t,�1�t w �� r _► � (2�0 � �i1 �c�Z—C�� g� � �� Bb ----- ---- 11.it'll- ----- -----� i!�} ----- ---- I;iisl°{{ i ----- ----- !' i1 «f -——__ ———__� •'rl{II �� _ �----- ---- SIoyE:- ---- !T•i- ----- ----tl • REF (TA6% ,A t! 7 ! 111;a! 8 i"t Kn varE� _ ;fi;f.fi i m �J•1�,ia gKLT GFL_ KIT GFl_— l iq Jl�1ggg• wzHow i}f q0D 11 f fi��l i seAs--.✓_- -----J omcx cnw °.r- - ¢rtTu Nr,MSTep _rwo EDFw+• 860Amns� ' f •i.�111 W ►ill•1l � � �- :°��i� � G'_. r � �, t. ,�: F ; � .�, ,��` .� ;3 t� �{ -+'a� 1 "` -� , � 7 � J � . Y r,. g oto lt io,wn ofSud (fT-c- P i fill! �Fi�t:'sll' —— ————w !millll'[� fit�fl�. REF __ FiREDI.AGE_„ kTn't KCT pRY i{Iili KIT_&F1_ wzNoo�`" i _HOOD_ Ark--_ DLiRwuxcR I q} quD A.c _ fljjfll�l� Au, f; nuns a_ U0 RZ, 4hT�t t POR'n !off If 1i1 I t l �.. "� - !; � _� � _ __, 1` -tt 1 u I • ""� -� ,- ` E ' ,.� �fl � � � � � � S y`'Z D �� r� �� ELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) ------- ------------------------------- FOUNDATION (2ND) cr ROUGH FRAMING& PLUMBING INSULATION PER N.Y. STATE ENERGY CODE o V►n_is cov rn FINAL -e c Clk-,.k OVAY VDITIONAL COMMENTS OZ e3p m dl. ovi on Ler z o;AguFfoe��oG. TOWN OF SOUTHOLD—BUILDING DEPARTMENT yz. Town Hall Annex.54375 Main Road P. O. Box 1119 Southold,NY 11971-0959 oy • �� . Telephone(631) 765-1802 Fax(631) 765-9502 https://Www.southoldto3 nm.gov, Date Received APPLICATION FOR BUILDING:PERMIT For Office Use Only Q r PERMIT NO. 50 1u Building Inspector: 2 �., F R 2024. Applications and forms must be filled out in their entirety.Incomplete applications will not be.accepted. Where the Applicant is not the owner;an ,Z. r rig zle tftiont . Owner's Authorization form(Page 2)shall be completed. - _ of Southold Date: OWNER(S)OF PROPERTY: Name: 1�D�� (.' "�Dd� �7 t�t: LLG SCTM#1000= �J 02 Project Address:. (� 7D � w:_`b fiZ l �i2� PhoneZ4 ' 27�� Email: .1.L.VY� � I�l�lc,_..G�M Mailing Address.: U-70. ®N Imo:. �_ %—l.f..l .CONTACT PERSON:: Name: Mailing Address: . .Qe�c 'te �Yt_� Phone#:. _CQ/yj l Gj2?��.'�j'.�7_� Email: M p j Cthii„0r&(A L_—GpT DESIGN PROFESSIONAL INFORMATION: Name: 1��Yl? VA IVlailing A dress:. V �. L !� L,� Phio.ne#: ' fi(� �j �v�J �7: �' l : Email: T/9�4'�f . � �T �� 'IL-_'U CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: : Emaili -DESCRIPTION OF.PROPOSED CONSTRUCTION 20other w Structure ❑Addition ❑Alte_rcration ❑Repair emolition Estimated Cost of Project: Will the lot be re-graded? ❑Yes No. Will excess fill be removed from premises? ❑Yes' o 1 . PROPERTY INFORMATION Existing'use of property:,qfJ �'01F Intended use of property: Zone or use district in which premises is situated: Are there any covenants ad restrictions with respect to 94 this property? ❑Yes E o IF YES, PROVIDE A COPY. Ed"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, addltlons,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 buliding(s)for necessary Inspections.False statements made herein are punishable as a pass A misdemeanor pursuant to.Section 210.45 of the New York State Penal Law. Application Submitted By(print name): ICIl4 C,rj, e� .. Authorized A ent []Owner Signature of Applicant: Date: 2`2 D Z� STATE OF NEW YORK) SS: COUNTY OF ) - (0 H , (`AA-q-0 being duly Sworn,deposes and says that(s)he is the applicant (Na a of individual signing contract)above named, (S)he is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;-and- that the work will be performed in the manner set forth in the application file therewith. RICHARD S. FERNAN Sworn before me this NOTARY PNo. (32FE416244168EW YOR day of L JlV"�1 ,20Ian d In Suffolk County �74 I0v 6�m, ! tfi�91cP . PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, C avo ✓ residing at �q"l {"Qi �tJGL4 Y C,ISs , N Q� l�l►-� n ih-5t r lrl 3 j do hereby authorize I C.1A 14 t- A" to apply on A e'H I tEc—T' my behalf to the Town of Southold Building Department for approval as described herein. Cow �.� Z za Z Owner's Signaturd Daje Cam& MrMU Q.W IROM Wy5b' Print Owner's Name 2 ao s Foif(�o�y�t TOWN OF 3OUTHOLD—DUMDING DEPARTMENT N Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, Y 11971-0959 �y .• o��;i Telephone (631) 765-1802 https://www.southoldtowpny.gov �,�ipl `fib f c Floodplain Development Permit Application 'PROPERTY INFORMATION: TFlood Zone: �/�.�?� FIRM Panel: SCTM#1000- � - 2- S' Address: I U7 0 Lft-r'00 ;City: �o�-I-I�dw Zip: 11q'71 CONTACT PERSON: Name: �IC14AtPVt-Jfj� � �.r -�- Pl'ione#: 7 1 Mailing Address: '� Q, 78x !�' �� 1Tuf1 j0(�1U�� .`(, q j?ROJECT DESCRIPTION: `�— Y-, zl fJGJULnA7f1Q,k) -,-J Oe i ;SECTION A:STRUCTURAL DEVELOPMENT(CHECK ALLTHATAPPLY) f; Type of Structure Type of Structural Activity Residential 0 to 4 families) ❑New structure '❑ Residential(more than 4 families) ❑ Demolition of existing si;.ructure `i❑ Combined use ❑ Replacement of existing structure f❑Non-residential ❑ Relocation of existing structure ❑ Elevated ❑Pdition to existing structure ii ❑ Flood proofed(attach certificaticm) RrAtteration to existing str jcture j'❑Manufactured Home ❑ Other: ❑Located on individual lot F ❑ Located in manufactured home park 4SECTION B OTHER DEVELOPMENT(CHECK�aiL THAT APPLY) ElClearing of trees,vegetation or debris ❑ Mining ElGrading Q Drilling ❑ Dredging `II ❑ Connection to public utilities or services ❑ Paving ❑ Placement of fill material 1❑ Drainage improvement(including culvert,work) ❑ Roadway or bridge consi ruction ❑ Fence or wall construction ❑ Watercourse alteration (attach description) ❑ Excavation (not related to a structured dievelopment) ❑ Other development not listed (specify): By signing below I agree to the terms and conditions of this permit and Certify to the best of my knowledge the information contained =in this application is trua and accurate. I,undersjand that no work may start until a permit is issupd.The permit may be revoked if any false statements are made herein. If revoked,all work'mus't cease until permit is re-issued. Deve'opment shall not be used or occupied until a Cert.of Compliance is issued.The permit will expire if no work is't:ommenced within one hear of issuance-Other permits may be }required to fulfill regulatory requirements.Applicant gives consent to loyal authority or representative to make reasonable inspections f to verify compliance. lApplication Submitted By(print name): I t W A MA-;'p A 1-h-rec-r t ,!signature of Applicant: Date: I. r i. i 1 I F` i• � v � � Y L7 i�A . lb,Alr otiOS�fFO(�-�; B t�DING DEPARTMENT- Electrical Inspector NOV 1 4 2024t TOWN OF SOUTHOLD N _ . Town Hall Annex - 54375 Main Road - PO Box 1179 o �_ k�9t°sP;@ndy ra srim�r:t Southold, New York 11971-0959 �� d� Ts =; y• a�; i;oTelephone (631) 765-1802 - FAX (631) 765-9502 of '� iamesh(o-southoldtownny.gov seand(�southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail Information Required) Date: 3 ZePq Company Name: '�S 6u—:: T- Electrician's Name: lob rX G U rL-rL I s= L o License No.: 79 -y�,G Elec. email: S j {, c.( ( p ripc , cem Elec. Phone No: 6-IL gyg S�y�(o . F�<rI request an email copy of Certificate of Compliance Elec. Address.: Po JOB:SITE INFORMATION (All Information Required) Name: Address: 14 Cross Street: Phone No.: Bidg.Permit#: -D q E-6 email: Tax Ma.p District: 1000 Section: Block: Lot: EF D'ESCRIPTION.O RK, INCLUDE SOUARE FOOTAGE (Please Print Clearly): �Gi % 4 D L)/ate o,J S Square Footage. Circle:All That'Apply: Is job ready for inspection?: 11 YES [ZNO Rough In Final Do you need a Temp Certificate?: rV1 YES E NO Issued On Temp Information: (All information required) Service SizeZ1 Ph❑3 Ph Size: JDO A # Meters Old Meter# ❑,New Service Fire Reconnect[]Flood Reconnect[9Service,Reconnect QUndergro.und 00verhead # Underground Laterals 1 2 H Frame D Pole Work done on Service? Y N Additional:Information: PAYMENT DUE WITH APPLICATION260 _ l /I/)VZ V �oSu�Foc,��o �O Gym BUILDING DEPARTMENT-Electrical Inspector 0 TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 G'y1j01 �a0�� Telephone(631) 765-1802 Temporary Certificate # Date II -�`� 202-4 Customer Name 7 ,e ms l.i.0 Electrician Name C(-rno L Address O �` s� ()�]-�tb Phone e-mail `�' LU ��'F/'+l0 ��n, i e-mail Phone ! (� _ _ �'� 2� License# Size-Size—Ino A Phase Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? / 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 by HERMIT# �� o Address: E C E 0 U E witches Z,U' ��- � AUG - 5 2025 )utlets Building o Department Sou Southold 3 FI: s �o iurface >conces �} i H's JC Lts 3 Fridge HW POOL =ans Mini Fr. W Panel/D Pump xhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. -ar.b.on a, Micro GrbDis Water Bond Lights -feat Pucks ER,V HOT TUB/SPA nst Hot DeHum T jansfer Disc -ombo Cooktop Minisp.lit Blower %C AH Hood + Bf'ower iervice aCbAmps 'Have Used ;ub Amps Have Used �omments LIE> C,I F"? k i i f TbP 5" HO Kr= 3/Y t)t�C7—z c 0 u C LT,-5 2-oef �� Iv I 2 6 L4 14 r 9111 1- P�CfrA cA r2 i 'Road GENERAL CONSTRUCTION NOTES: GENERAL FRAMING NOTES: MISCELLANEOUS CONSTRUCTION NOTES: GENERAL INTERIOR 4 EXTERIOR STAIR NOTES: a. PROVIDE CONTINUOUS SCREENED SOFFITS. ALL CONSTRUCTION AND INSTALLATION OF ALL STAIRS SHALL BE THE SOLE I. ALL CONSTRUCTION SHALL CONFORM TO THE 2020 RESIDENTIAL CODE OF I, ALL CONVENTIONAL STRESS GRADE LUMBER FOR STUDS, JOIST, RAFTERS, REE V NEW YORK STATE. ALL LOCAL, BUILDING AND ZONING REQUIREMENTS, ALL FEDERAL HEADERS, BEAMS AND GIRDERS AS INDICATED IN THE DRAWINGS SHALL BE b. ALL RAKE BOARDS SHALL BE BUILT OUT A MINIMUM OF FOR WOOD RESPONSIBILITY OF THE STAIR CONTRACTOR. ALL STAIRS SHALL BE IN I BUILDING REQUIREMENTS AND THE NEW YORK STATE ENERGY CONSERVATION, DOUGLAS-FIR V2 (NORTH) WITH AN E- 1,600,000 P51 AND FB-875 PSI OR BETTER. SHINGLES WHEN REQUIRED. ACCORDANCE WITH R311, R301,3, R301,4, R301,5 THE 2020 RESIDENTIAL CODE ALL BUILDING CODES AND REQUIREMENTS SHALL 5UPERCEDE THE DRAWINGS C. ALL FRIEZE BOARDS SHALL BE BUILT OUT A MINIMUM OF �" FOR WOOD 2. ALL STRESS GRADE-FRAMING MATERIAL AND PLYWOOD SHEATHING OF NEW YORK STATE. ALL RISERS ARE CLOSE UNLESS NOTED OTHERWISE. AND SPECIFICATIONS WHETHER OR NOT INDICATED. SHALL BE GRADED AND MARKED BY AN APPROVED GRADING AGENCY, SHINGLES WHEN REQUIRED. MINIMUM HEADROOM AT STAIRS IS W-8" AS PER R314.3. BUILD=iNG DEPARTMENT NOTES : d. THE TOP OF ALL CHIMNEYS SHALL TERMINATE AT A MINIMUM OF 2'-0" MAXIMUM RISE - 73/4" 3. ALL MANUFACTURED FRAMING MATERIALS SHALL BE AS INDICATED IN ABOVE ANY PORTION OF ROOFING WITHIN 10'-0". 2. ALL CONSTRUCTION WITHIN THE 130 MPH THREE SECOND e. ALL STRUCTURAL GUST WIND SPEED REGIONS SHALL BE IN CONFORMITY WITH THE AMERICAN THE DRAWINGS AND SPECIFICATIONS. ALL MANUFACTURED FRAMING MATERIALS L STEEL SHALL BE A-36 STEEL AND SHALL BE INSTALLED AS MINIMUM TREAD DEPTH (W/O NOSING) - 10" FOREST AND PAPER ASSOCIATION (AF4AP) WOOD FRAME CONSTRUCTION SWALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS PER A.I.S.C. MINIMUM NOSING PROJECTION - 3/a" MANUAL FOR ONE AND TWO FAMILY DWELLINGS. SPECIFICATIONS AND GUIDELINES. ALL MANUFACTURED FRAMING MATERIALS MAXIMUM NOSING PROJECTION - 1%, ' SHALL BARE THE MARKINGS OF THE MANUFACTURER. MAXIMUM NOSING RADIUS - q/16" CODE NOTES: 3, ALL CONTRACTORS SHALL BE LICENSED AND INSURED AS REQUIRED. GENERAL FLASHING AND CAULKING NOTES: A. ALL PLYWOOD SHALL BE EXTERIOR GRADE (CDX) FIR UNLESS NOTED BUILDING OESIONED IN ACCORDANCE TO THE- AMERICAN FOREST GENERAL HANDRAIL AND GUARD NOTES: AND PAPERA.SSOCIATION (AF 8L PA) WOOD FRAME CONSTRUC7IION 4, ALL PLUMBING, MECHANICAL AND FUEL GAS WORK SHALL CONFORM TO OTHERWISE. ALL PLYWOOD SHEATHING AT ALL WALLS, FLOORS AND ROOFS 1, PROVIDE METAL FLASHING WHERE FRAMING LUMBER 15 IN CONTACT WITH O THE PLUMBING CODE, MECHANICAL CODE AND FUE:L GAS CODES AND SHALL BE INSTALLED PERPENDICULAR TO THE FRAMING. INSTALL ALL PLYWOOD THE SOIL OR CONCRETE. REQUIREMENTS HAVING JURISDICTION. ONLY A LICENSED AND INSURED AT WALLS AS PER DETAILS. STAGGER ALL PLYWOOD JOINTS MINIMUM OF 32" 2. PROVIDE HIDDEN METAL FLASHING WHERE TOPS OF ROOFS MEET MANUAL FOR ONE AND TWO - FAMILY DWELLINGS 1, ALL DESIGN, CONSTRUCTION AND INSTALLATION OF ALL HANDRAILS AND �'vl PLUMBING CONTRACTOR SHALL. PERFORM ALL PLUMBING WORK. WHERE POSSIBLE. VERTICAL SURFACES. 3. PROVIDE LEAD COATED COPPER FLASHING AROUND ALL CHIMNEYS, GUARDS SHALL BE THE SOLE RESPONSIBILITY OF THE RAIL CONTRACTOR. ALL _ 5. ALL ELECTRICAL WORK SHALL CONFORM TO THE THE 2020 RESIDENTIAL CODE OF S. DOUBLE FRAME ALL OPENINGS UNLESS NOTED OTHERWISE. PROVIDE O SKYLIGHTS AND WHERE SIDES OF ROOF MEET A VERTICAL SURFACE. ALL I-IANDRAILS AND GUARDS SHALL BE IN ACCORDANCE WITH R311, R312 AND R301,5 --� NEW YORK STATE AND ALL LOCAL AND FEDERAL CODES AND REQUIREMENTS DESIGN CRITERIA: � HAVING JURISDICTION. ONLY A. LICENSED AND INSURED ELECTRICAL DOUBLE FLOOR JOIST UNDER ALL PARALLEL PARTITIONS UNLESS OTHERWISE FLASHING SHALL EXTEND UP VERTICALLY A MINIMUM OF A" FROM THE ROOF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE, NOTED UNLESS NOTED OTHERWISE. FLASH ALL ROOFS AS PER MANUFACTURERS w CONTRACTOR 5NALL PERFORM ALL EL .ELECTRICAL WORK. SPECIFICATIONS, 2 PROVIDE HANDRAILS ON OPEN SIDES OF ALL STAIRS AND STEPS HAVING LIVE LOAD 40 PSF: 6. PROVIDE 50LID BLOCKING OR IX3 CRO55 BRACING IN ALL FLOOR JOIST DEAD LOAD 20 PSF: O L1 A. PROVIDE METAL DRIP EDGES AT ALL EXPOSED ROOF EDGES OVER FASCIA TWO OR MORE RISERS. PROVIDE HANDRAILS AND GUARDS AT ALL OPEN AREAS 30" G. ALL CONSTRUCTION SHALL BE BASED ON THE DIMEN510N5 A5 INDICATED BAYS A7 MID SPAN OR AT A MAXIMUM OF 8'-O' O.G. WHICH EVER IS LESS. � IN THE DRAWINGS. VERIFY ALL WORK NOT DIMENSIONED WITH W ROOF SNOW LOAD 25 PSF:THE ARCHITECT BOARDS, RAKE BOARDS AND OVER ALL WINDOW S, DOORS AND OPENINGS OR OR HIGHER ABOVE ADJACENT FLOORS OR EXTERIOR GRADE UNLESS NOTED 3 U BEFORE THE START OF THE WORK. DO NOT SCALE DRAWINGS FOR DIMENSIONS. THEIR TRIM, OTHERWISE. 7, PROVIDE HORIZONTAL SOLID BLOCKING AT ALL EXTERIOR WALLS AND PROVIDE SEAMLESS METAL PANS IN EITHER LEAD COATED COPPER OR 5 W W W WIND LOAD 130 MPH 7. THE CONTRACTOR 5NALL BE RESPONSIBLE FOR VERIFICATION OF ALL INTERIOR PARTITION5 AT .6 MAXIMUM OF 5'-O" O.G. VERTICALLY UNLESS . Z STAINLESS STEEL UNDER ALL EXTERIOR DOORS AND WINDOWS. u CONDITIONS AND DIMENSIONS WITH THE ARCHITECT PRIOR TO THE START OF THE OTHERWISE NOTED. SMOKE ALARM NOTES: ( x H� WORK. SQUARE FOOTAGES: Q 0 8. PROVIDE SOLID BLOCKING TO FOUNDATION AND GIRDERS UNDER ALL GENERAL WALL BOARD NOTES: I, PROVIDE A SMOKE ALARM IN EACH OF THE FOLLOWING LOCATIONS, B. THE CONTRACTOR SHALL MATCH ALL EXISTING CONDITIONS AS THEY RELATE TO ALL MATERIALS, MECHANICAL, ELECTRICAL, PLUMBING FINISHES, CONCENTRATED LOADS AS REQUIRED. a. ONE IN EACH SLEEPING ROOM, HEIGHTS ALIGNMENT AND DIMENSIONS UNLESS INDICATED OTHERWISE. 1. PROVIDE %" GYPSUM WALL BOARD TO ALL INTERIOR WALLS AND b. ONE OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE d q, PROVIDE SOLID FIRE BLOCKING OVER ALL CONCEALED FLOORS AND CEILINGS UNLESS NOTED OTHERWISE. PROVIDE 5/6" MOISTURE RESISTANT VICINITY OF THE BEDROOMS. Q LL��ii INCLUDING q. ALL MATERIALS AND PRODUCTS SHALL BE PROVIDED AS INDICATED IN CEILINGS OVER ALL BEARING WALLS AND GIRDERS. GYPSUM WALL BOARD IN ALL BATHROOMS. ALL GYPSUM WALL BOARD 5NALL c. ONE ON EACH ADDITIONAL STORY OF THE DWELLING, � � THE DRAWINGS AND SPECIFICATIONS AND INSTALLED AS PER THE BASEMENTS AND CELLARS BUT NOT IN CRAWL SPACES AND UNINHABITABLE ATTICS. MANUFACTURERS SPECIFICATIONS AND INDUSTRY STANDARD PRACTICE. ALL RECEIVE MINIMUM OF ONE GOAT OF TAPE AND THREE GOATS OF SPACKLE. 10. PROVIDE GALVANIZED METAL CONNECTORS, NAILING, AND FOUNDATION IN AREAS OF A SPLIT LEVEL AND WITHOUT AN INTERVENING DOOR BETWEEN THE N MATERIAL AND PRODUCTS SHALL BE NEW AND FREE FROM DAMAGE. ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL ANCHORAGE AS PER DETAILS. ALL NAILS, SCREWS, BOLTS AND CONNECTORS TO 2. PROVIDE 5/0° CEMENT BOARD AT ALL WET AREAS WALLS, CEILINGS, DECKS � 00 AND LEDGES TO RECEIVE TILE OR STONE. SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL IS 10. ALL CONSTRUCTION 5NALL BE LEVEL, PLUMB AND TRUE UNLESS NOTED BE NOT DIPPED GALVANIZED. PROVIDE APPROVED METAL CONNECTORS FOR ALL � U cM LE55 THAN ONE FULL STORY BELOW THE UPPER LEVEL. ZONING CLASSIFICATION: p OTHERWISE. ALL CONSTRUCTION SHALL BE TO THE LINES AND DIMENSIONS FLUSH FRAMING CONNECTIOi45 AS REQUIRED FOR THEIR 51ZE AND USE UNLESS 3. PROVIDE ONE LAYER OF APPROVED 5/8" FIRE RATED GYPSUM WALL BOARD SHOWN UNLESS NOTED OTNEP:WI5E. NOTED OTHERWISE. AT ALL WALLS AND CEILINGS OF ALL GARAGES AND ROOMS ENCLOSING HEAT 2. ALL ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER TWAT ZONE - R40 PRODUCING EQUIPMENT, THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN TWE II, THE ARCHITECT IS N07 RESPONSIBLE FOR CONSTRUCTION MEANS,METHODS, TECHNIQUES, SEQUENCES, PROCEDURES, SHORING, BRACING, it. REFER TO NAILING SCHEDULE PROVIDED IN DRAWINGS. NAILING NOT A. PROVIDE ONE LAYER OF APPROVED 5/8" FIRE RATED GYPSUM WALL BOARD DWELLING. TWE ALARM SHALL BE CLEARLY AUDIBLE IN ALL BEDROOMS OVER INCLUDED IN THE SCHEDULE SHALL BE IN CONFORMITY WIT" TABLE R602.3(I) OF BACKGROUND NOISE LEVELS WITH ALL INTERVENING DOORS CLOSED. PROTECTION, OF LIFE AND PROPERTY OR FOR THE SAFETY PRECAUTIONS AND THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AND THE AF d AP 2001 WOOD AT ALL INTERIOR WALLS COMMON TO GARAGES. PROGRAMS IN CONNECTION WITH THE WORK AND ALSO NOT RESPONSIBLE FOR FRAMED CONSTRUCTION P'IF.NUAL FOR ONE AND TWO STORY DWELLINGS. 3. ALL SMOKE ALARMS SHALL BE LISTED AND INSTALLED IN ACCORDANCE 5. PROVIDE ONE LAYER OF 5/8" APPROVED FIRE RATED GYPSUM WALL BOARD WIT" THE PROVISIONS OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AND THE THE CONTRACTOR'S FAILURE TO PERFORM THE WORK IN ACCORDANCE WITH THE 12. ALL FRAMING TO BE EXPOSED TO THE WEATHER AND IN CONTACT WITH OVER ALL HEAT PRODUCING EQUIPMENT AT ALL UNFINISHED AND OPEN DRAWINGS AND SPECIFICATIONS. THE ARCHITECT IS NOT RESPONSIBLE FOR THE HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NFPA 72. CONCRETE, MASONRY, STONE OR GROUND SHALL BE APPROVED TREATED THIRTY BASEMENTS. ACTS OF ERROR OR OMISSION BY THE CONTRACTOR OR ANY OF THE 4, WHEN INTERIOR ALTERATIONS, REPAIRS, ADDITIONS OR CONVERSIONS SUB-CONTRACTORS OR ANY PERSON PERFORMING THE WORK. YEAR MATERIAL. OCCUR OR WHEN ONE OR MORE SLEEPING ROOMS ARE ADDED THE ENTIRE W ' 13. ALL DECK JOISTS SHALL BE ACO AT 16" O.C. AS PER PLAN. GENERAL GARAGE NOTES: DWELLING SHALL RECEIVE SMOKE ALARMS AS REQUIRED FOR A NEW DWELLING; THE SMOKE ALARMS SHALL BE INTERCONNECTED AND WARD WIRED. LIST OF DRAWINGS GENERAL EXCAVATION 4 BACK FILLING NOTES: 14. CATHEDRAL ROOF TYPICAL CONSTRUCTION ALL OPENINGS FROM THE GARAGE TO THE HOUSE, BASEMENT AND ATTIC PROVIDE ASPHALT ROOF SHINGLES WITH =:30 FELT OVER 60 MIN. GRADE 'D' BUILDING ABOVE THE GARAGE SHALL WAVE A MINIMUM OF A 5/4 HOUR FIRE RATED S. PROVIDE AN APPROVED AND LISTED CARBON MONOXIDE DETECTION SYSTEM O I, EXCAVATE ALL AREAS AS INDICATED ON THE DRAWINGS. ALL PAPER ON 3/4" EXTERIOR SHEATWING OVER RAFTERS AS PER THE PLAN AT 16" O.G. WITH FRAME AND OPENING PROTECTIVE. ALL OPENING PROTECTIVE SHALL BE AS PER THE SUFFOLK COUNTY WEALTH DEPARTMENT AND ALL OTHER AUTHORITIES EXCAVATIONS SHALL BE THE MINIMUM N THEPTH REQUIRED TO ACHIEVE GLEAN BATT INSULATION BETWEEN, COVER WITH 5/5" GYPSUM WALL BOARD TAPE AND SPACKLE HAVING JURISDICTION, r' UNDISTURBED VIRGIN SOIL WITH STABLE MOISTURE CONTENT AND NON-SHIFTING WITH THREE COATS. PROVIDE A MINIMUM OF I" AIRSPACE BETWEEN THE ROOF PROVIDED WITH AN APPROVED SELF-CLOSING DEVICE. SHEET AI GENERAL NOTES w SHEATHING AND THE INSULATION. AND NON-SHRINKING 501E CHARACTERISTICS. THE ARCHITECT WAS PREPARED THE DRAWINGS AND SPECIFICATIONS WITH AN ASSUMED DESIGN BEARING 15. TYPICAL ROOF CONSTRUCTION GENERAL LIGHT, VENTILATION 4 HEATING NOTES: SHEET A2 PLAN/DETAIL CAPACITY OF TWO TONS PER SQUARE FOOT, IT 15 THE SOLE RESPONSIBILITY OF a, PROVIDE ASPHALT ROOF SHINGLES WITH 60 MIN. GRADE 'D' BUILDING PAPER ENERGY NOTES: THE CONTRACTOR TO VERIFY THE ACTUAL SOIL BEARING CAPACITY OF THE SOILS 3/4" EXTERIOR 5WEATHING SYSTEM OVER ROOF RAFTERS AS PER PLAN, i, ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING SHEET A3 ELEVATIONS ENCOUNTERED BY CONDUCTING TESTS B B 16. Y AN APPROVED AGENCY CERTIFIED Y A TYPICAL EXTERIOR WALL CONSTRUCTION AREA OF NOT LESS THAN 8% OF THE FLOOR AREA OF SUCH ROOMS. NATURAL 1, THE ARCHITECTS CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE BELIEF T�\ NEW YORK STATE LICENSED ENGINEER, THE CONTRACTOR SHALL NOT START a PROVIDE SIDING AS PER ELEVATIONS OVER 60 MIN. VENTILATION SHALL BE THROUGH WINDOWS, DOORS, LOUVERS OR OTHER AND PROFESSIONAL JUDGEMENT THE DRAWINGS AND SPECIFICATIONS ARE IN WORK WHERE THE TEST INDICATES A SOIL BEARING CAPACITY OF LE55 THEN ONE GRADE 'D' BUILDING PAPER ON 5/8" EXTERIOR SHEATHING SYSTEM OVER 2x6 APPROVED OPENINGS TO THE EXTERIOR AIR OF THE BUILDING. SUCH OPENING COMPLIANCE TO THE 2018 ENERGY CONSERVATION CONSTRUCTION CODE OF SHEET A4 CODE PAGE Q AND ONE HALF TONS PER SQUARE FOOT, THE CONTRACTOR SHALL BE WALL STUDS ACCORDING TO PLAN AT 16" O.G. WITH BATT INSULATION PER SHALL BE PROVIDED WITH READY ACCESS OR SHALL OTHERWISE BE READY NEW YORK STATE. PLAN, 5/8" GYPSUM WALL BOARD TAPE AND SPACKLE THREE COATS. CONTROLLABLE BY THE BUILDING OCCUPANTS. 2, ALL CONSTRUCTION INCLUDING ALL WVAC, PLUMBING, ELECTRICAL AND RESPONSIBLE FOR NOTIFICATION OF SUCH FINDINGS TO THE ARCHITECT AND . b. EXTERIOR WALLS- NO"-v.HING AND BORING: SPECIAL SYSTEMS SHALL MEET THE INTERNATIONAL ENERGY CONSERVATION CODE SHALL NOT PROCEED WITH THE WORK UNTIL RECEIVING WRITTEN INSTRUCTIONS 2. THE MINIMUM OPEN ABLE AREA TO THE EXTERIOR OF THE BUILDING I, NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN (2018 EDITION) AS ADOPTED BY NEW YORK STATE AND THE REQUIREMENTS FROM THE ARCHITECT, THE MIDDLE I/5 OF THE STUD LENGTH, NOTCHES IN THE OUTER 1/5 SHALL BE 4% OF THE FLOOR AREA BEING VENTILATED. OF THE RES CHECK REPORT OF THESE DRAWINGS. OF THE STUD LENGTH SHALL NOT EXCEED 25% OF THE STUD DEPTH. B. THE DESIGN OF ALL WVAC, PLUMBING AND ELECTRICAL SYSTEMS 'IS THE 2. ALL BACK FILL SHALL BE GLEAN GRANULAR FILL BROUGHT TO THE 11. BORED HOLES SHALL NOT EXCEED 40% OF THE STUD DEPTH AND ' GENERAL GLAZING NOTES: SOLE RE51`0515ILITY OF THE USER OF HIS DOCUMENTS AND W15 CONTRACTORS REQUIRED HEIGHT, THE EDGE OF THE HOLE SHALL NOT BE CLOSER THAN 5/8? TO THE UNLESS SPECIFICALLY NOTED OTHERWISE, THE USER OF THESE DOCUMENTS W EDGE OF THE STUD. BORED HOLES SHALL NOT EXCEED 60% OF THE I. ALL EXTERIOR GLAZED OPENINGS IN THE 130 MPH THREE SECOND GUST SWALL BE RESPONSIBLE FOR SUBMITTING DESIGNS AND DOCUMENTS FOR ALL B. NO BACKFILL SHALL BE PERMITTED AGAINST THE CONCRETE FOUNDATION WALLS WITHOUT THE FLOOR FRAMING OR PROPER BRACING AS REQUIRED TO STUD DEPTH WHEN STUDS ARE DOUBLED. WIND REGION SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE WVAC PLUMBING AND ELECTRICAL SYSTEMS AS REQUIRED BY ALL AUTHORITIES PREVENT DAMAGE TO THE WALL. NO BACK FILL SHALL BE PERMITTED WITHIN A III. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAM CROSS SECTION HAVING JURISDICTION, ALL SYSTEMS SHALL BE DESIGNED AND CERTIFIED BY A MINIMUM OF TWO WEEKS AFTER POURING THE FOUNDATION WALLS. THE TEST 2 A ESI E TIA AND OF NEI-4 E YORK AND RUNNELS OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE UNLESS NOTED OTHERWISE NEW YORK STATE PROFESSIONAL ENGINEER. V CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE TO ALL CONCRETE WORK. C. PROVIDE 2x4 STUDS AT 16" O.C. FOR ALL EXTERIOR WALLS UNLESS NOTED 11 APPROVED AS NOTED n OTHERWISE. BY EXCEPTION TO R301,2.1.2. A. THE ARCHITECTS CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE, BELIEF A. ALL EXCAVATIONS FOR CONCRETE PIERS AND FOOTINGS SHALL BE A AND PROFESSIONAL JUDGEMENT THE SUBMITTED "RESCWECK" DOCUMENTS MEET d. PROVIDE 2x4 STUDS AT 16" O.G. FOR INTERIOR WALLS UNLESS NOTED OTHERWISE. MINIMUM OF 3'-O" BELOW FINISHED GRADE. THE MANDATORY ENERGY CODE AND ARE IN COMPLIANCE WITH THE 2018 " � � e. STUDS SHALL BE CONTINUOUS BETWEEN HORIZONTAL SUPPORTS INCLUDING 2, ALL GLAZING SHALL MEET THE REQUIREMENTS OF R305 OF NEW YORK STATE ENERGY CODE. DA 5. REMOVE ALL SHRUBS, TREES AND PLANTINGS AS REQUIRED. CONSULT BUT NOT LIMITED TO: GIRDERS, FLOOR DIAPHRAGM ASSEMBLIES, CEILING DIAPHRAGM ASo `x� ,"" BY: CLIENT PRIOR TO MOVING ANY SHRUBS, TREES, OR PLANTINGS. SLOPE ALL ASSEMBLIES, AND ROOF DIAPHRAGM ASSEMBLIES. THE 2020 RESIDENTIAL CODE OF NEW YORK STATE FINISHED GRADES AWAY FROM ALL CONSTRUCTION AND PROVIDE FOR ON 51TE {, FOR DROPPED "EADER5 A5 PER PLAN, PROVIDE 50LID POSTING AT EACH END. NOTIFY BUILDING DEPARTMENT AT DRAINAGE AS PER ALL LOCAL BUILDING CODE REQUIREMENTS. g, FOR UPSET HEADERS AS PER PLAN, TECO ALL CEILING JOIST OR FLOOR JOIST ON GENERAL EMERGENCY ESCAPE 4 RESCUE NOTES: 631-765-1802 8AM TO 4PM FOR THE Q BOTH SIDES of THE WEARER. I GENERAL SWIMMING POOL, HOT TUB 4 SPA BARRIER NOTES: FOLLOWING INSPECTIIONS: EVERY SLEEPING ROOM AND BASEMENTS WITH HABITABLE SPACE SHALL GENERAL CONCRETE NOTES: BE PROVIDED WITH AT LEAST ONE EMERGENCY AND RESCUE OPENING AS PER THE F,. LINTELS SHALL NOT BE LESS THAN: ALL SWIMMING POOLS, NOT TUBS AND SPAS SHALL BE PROVIDED WITH BARRIERS AS PER FOUNDATION-TWO REOUIRED I, THREE 2x10'5 FOR SPANS UP TO 7'-0" REQUIREMENTS OF R3I0 OF THE 2020 RESIDENTIAL GORE OF NEW YORK STATE. APPENDIX G OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. PROVIDE APPROVED FOR POURED CONCRETE I, LOCAL SOIL CONDITIONS AND/OR LOCAL PRACTICE MAY NECESSITATE 11, THREE 2x12'S FOR SPANS UP TO q'-O" (UNLESS NOTED OTHERWISE.) PROTECTIVE BARRIERS AND APPROVED PROTECTIVE BARRIER OPENING HARDWARE AS THE GODS REQUIRES. ROUGH-FRAMINtG&PLUMBING A MORE STRINGENT FOOTING AND FOUNDATION WALL DESIGN. CONSULT WITH I. BOTTOM OF WINDOW AND DOOR HEADERS SHALL BE SET AT W-8" ABOVE THE 2 THE LOCAL CONTRACTOR OR BUILDING INSPECTOR, SOIL DESIGN BEARING ROUGH FLOOR UNLESS NOTED OTHERWISE. EXCEPTION- EXTERIOR DOORS (SEE WHERE EMERGENCY ESCAPE AND RESCUE OPENINGS ARE PROVIDED THE �ISULATION PRESSURE 15 ASSUMED TO BE A MINIMUM OF 4,000 POUNDS PER SQUARE FOOT, ELEVATIONS) FOLLOWING MINIMUM DIMENSIONS SHALL BE ADHERED TO. FINAL-CONSTRUICTION MUST BE COMPLETE FOUR C.O. 2. CARRY ALL FOOTINGS TO A MINIMUM OF 36? BELOW GRADE ON TO A FIRM j, MAXIMUM 5PAN5 FOR WINDOW SILL PLATES USED IN EXTERIOR WALLS SHALL o. THE SILL WEIGHT 5NALL NOT BE HIGHER T"AN A4" ABOVE THE FIN154 FLOOR THE 2020 RESIDENTIAL CODE OF NEW YORK STATE UNDISTURBED BEARING BOIL. SEE PLANS FOR FOOTING SIZES. NOT EXCEED THE FOLLOWING SPANS= b. THE MINIMUM NET CLEAR OPENING SHALL NOT BE LE55 THAN 5.7 SQUARE FEET ALL CONSTRUCTION SHALL MEET THE _ I• (I)-2x6 (FLAT) FOR UP TO C. THE MINIMUM OPENING WEIGHT SHALL NOT BE LE55 THAN 24". REQUIREMENTS OFTHIE CODES OFNEW �EDARCy� 3. THE FOUNDATION WALL SHALL BE POURED CONCRETE THICKNESS AS ) YORK STATE. NOT RESPONSIBLE FOR T NOTED ON TINE PLANS (MIN. OF 5000 PSI) WITH REBAR A5 SHOWN IN GRO55 II.(2)-2x6 (FLAT) FOR UP TO 10'-7" d. THE MINIMUM OPENING WIDTH SHALL NOT BE LE55 THAN 20" \� pD M. SECTION. THE FOOTING SHALL BE POURED CONCRETE, SIZE AS INDICATED ON THE k, PROVIDE I" "ADVANTECH W" PLYWOOD SUB-FLOOR TYPICAL. 3. DESIGN OR CONSTRUCTION ERRORS �P qT �G fi PLANS WITH ttS REBAR IN THE LOWER 1/3 OF THE FOOTING PER FOUNDATION WHERE THE OPENINGS ARE AT GRADE FLOOR THE MINIMUM NET CLEAR OPENING SHALL BE 5.0 SQUARE FEET. Q f WALL CROSS SECTION. I. FOR LEDGER BOARDS USE ONE SIZE LARGER THAN THE JOIST SPECIFIED. FASTEN 11t a' TO WALL WIT" %"m DIAMETER CARRIAGE BOLTS AT 12" O.C, STAGGERED. TEGO ALL 4 4. (2)-2x6 ACO SILL PLATE OVER COPPER TERMITE SHIELD AND SILL SEAL, JOIST TO LEDGER BOARD. W"ERE THE EMERGENCY ESCAPE AND RESCUE OPENING FINISH SILL HEIGHT IS BELOW THE ADJACENT GROUND ELEVATION THE OPENING SHALL BE 5. %"m DIAMETER X 16" LONG GALVANIZED ANCHOR BOLT AT A MAXIMUM m. PROVIDE GIRDER PER PLAN ON 3%2"O DIAMETER STEEL COLUMN ON POURED PROVIDED WITH A WINDOW WELL IN ACCORDANCE WITH R310.2 OF THE 041a6'\ Q� OF 33" O.C., 12" FROM EACH BOARD END AND AT LEAST TWO PER CORNER. CONCRETE FOOTING AS PER PLAN UNLESS NOTED OTHERWISE. 2020 RESIDENTIAL CODE OF NEW YORK STATE. STATFOF N�yo 6. PROVIDE I" CONTINUOUS RIGID INSULATION FROM GRADE DOWN TO ��}� NTH /� /'� FOOTING ALONG THE PERIMETER OF ALL HEATED SPACES. COMPLY �r�TH ALL CODES VE NEW YORK STATE&TOWN CODES 7. DAMP Q WATERPROOF FOUNDATION WALL WITH SPRAY-ON �S WATERPROOFING BY RUB-R:-WALL OR EQUAL, RMU'RED AND CONDMONS OF III 8, FINISH SLAB SHALL BE A MINIMUM OF 4" THICK POURED CONCRETE ON UNDISTURBED SOIL OR 4" THICK COMPACTED SAND TO 015% RELATIVE DENSITY. LJM�F{iJit il�� I1i"Yi1�f� iw�l�ti��s�{1G4,� 6� yMyWlGwyy�V>�.iJ6.FaP r�f:i+i'�ie t',f y�i.4i.7 q. ALL CONCRETE FOOTINGS, PIERS, FOUNDATION WALLS AND SLABS SHALL WAVE A MINIMUM ULTIMATE COMPRE551VE 5TRENGTW OF 3,000 P51 AT 28-DAY TEST. D EXCEPT PORCHES, CARPORT SLABS AND STEPS EXPOSED TO THE WEATHER AN !�,m��{ MM i V JV 11 e �F 1 Ii�? GARAGE FLOOR SLABS SHALL HAVE MINIMUM ULTIMATE COMPRESSION � STRENGTH OF 3,500 P51 A'f 28-DAY TEST. NO ADDITIVES SHALL BE PERMITTED TO g�,Ir 4'Vit I 2/16/24 REVISE THE MIX EXCEPT WARM WATER. ALL CONCRETE SHALL BE AIR ENTRAINED. TOTAL o. Date Title AIR CONTENT SHALL NOT BE LESS THEN 5% AND NOT MORE THEN 7% OF THE REVISIONS: CONCRETE VOLUME. 10. ALL CONCRETE SHALL BE FORMED AND PROTECTED AGAINST FREEZING. Drawn By, pp\"r 11, ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST AGI0��OA �/F- I ' 318 AND ASTM C1157 REQUIREMENTS. RA Cop"PLY WITH CHAPTER 144,6" Date: 2/5/2,.e 12. ALL CONCRETE STEEL REINFORCEMENT SHALL BE NEW BILLET STEEL ® FLOOD DAMAGE,P,ZEVENTDON vOUTHOLQ' T0Z11lN CODE„ Drawing No.: CONFORMING TO THE LATEST ASTM A-615 GRADE 60. 13, CONSTRUCTION JOINTS IN THE CONCRETE SHALL NOT BE PERMITTED WITHOUT APPROVAL AND DETAILS PROVIDED BY THE CONTRACTORS NEW YORK STATE LICENSED ENGINEER. IA, ALL STEPPED FOOTINGS SHALL NOT BE GREATER THAN (1) VERTICAL/ (2) HORIZONTAL. OF .4 SHE � U � RAMP ASPHALT ROOF SINGLES T1rIBERLOK SCREWS &" 6_P24" O.G. EXISTING 30# BLDG. FELT UNDERLAI'r1ENT z H DECK SELF—ADHERING "MOISTURE GUARD PLUS" u Q o �3/4" EX-F. ROOF SHEATHING p 2"x4" ON FLAT SCREI, JED INTO RAFTERS Qi t (2) — LAYERS OF 2" RIGID FOAM BOARD g JOINTS STAGGERED AND TAPED N O1 O °O FIXED DN. PEEL AND STICK MEMBRANE EX. EX. U o F"G 120G5 R E PAG E REPAGE "IN-KIND" SOLID BLOCKING "IN-KIND' x INSTALL EXTERIOR rFT, - - - - - - - - - --- - - - - - - - - --- - - - - - - - - - - - - - � - ROOF/WALL INSULATION - M (2�-Ig/a��xll'/eu L.V.L. 1-IDR. (SEE DETAILS I � W VERSATEX FASCIA 2" SCREEN SOFFIT VENT I D. HGT. EXISTINGWOOD SIDING BEDROOI"I yoTIrIB R " "� E LOK SCREWS 8 C�24 O.G. I .Q? / IIA I T \ � I 1 I �Z VERSATEX WINDOW CASING WO- EXISTING ExM T I Roots I O DINING I FA L 13 WINDOWS TO BE REPLACED " IN —KIND" I I I I OD SA co LL H W I I I 0 I > E.t=. EXTENTION JAMB I I DN I Q F`XISTING I I I EXISTING WALL JSTS. 1 W DECK 4) I I I WOOD SIDING GRADE I TINBERLOK SCREWS 8" 024" O.C. T� INSTALL EXTERIOR V1 ROOF/WALL INSULATION HOUSE WRAP `'� 1 (SEE [DETAIL)w� EXISTING EXISTING (SEE EXT. PLYWD. SWEATNING [� Q Q XISTI G I BEDROOM I BEDROOM x ITCWE O I I EX. F .J. (2) — LAYER5 OF 2" RIGID FOAM BD. E--� wW JOINTS STAGGERED AND TAPED AT,}-I O O INSECT SCREEN EX. EX. EX. ALUM . J CHANNEL REPAGE REPAGE REPAGE I �15-G13-20 "IN-KIND" SHED "IN-KIND" "IN-KIND" - NEW BAY WINDOW q, C Oy � D ROOFII,.,oqALL— INSULATION " RETROFIT DETAIL � 186�� S��T 4o,\ FIRST FLOOR CLAN FOF N O SCALE: k4"=1'-0" SCALE : 3/4 11 = 1 1 —011 AREA: 1,214 S.F. LEGEND 0 EXISTING WALL 1 2/16/24 REVISED No.I Datel Title REVISIONS: Drawn By: R r'I r'f Date: 2/5/24 Drawing No.: OF 4 SHEETS TYPI -A CAL ROOFING ASPHALT ROOF SI- NGLES 12 TYPICAL SIDING EX. O _ 1-IEAD FLASI-ZING 1-IARDIE SINGLE TYPICAL ROOFING M ASPHALT ROOF SHINGLES a BLIND METAL FLASHING _ -- 12 HEAD FLASHING �" F, E x.I— W W HillZ F" TYPICAL SIDING Uj x I-IARDIE 51-ANGLE ik Q O �— W-4 Q NEW BAY WINDOW d I 1 1 11111iiiihill 1111 � I Jillill Hill Ill M FT—Ji Hill I GRADE I F-� p. _ - M GRADE FRONT ELEVATION (50UTH ) RIGHT ELEVAT i oN ( EAST) . . SCALE. %4"—I'—O" SCALE- %4" o Q � HEAD FLASHING TYPICAL ROOFING ASPI-IALT ROOF 5WINGLE5 TYPICAL ROOFING n 12 ASPHALT ROOF S1-4INGLES r 1 _ FIXED FIXED v 1 _ � n 12 O NEW BAY WINDOW � � O FWG1 68 y I - - - --- - - - - - ---- - - - - --- - - - - - � I I 0 / - W EX. EPA EX. / REPAGE RGE /RE AGES I "IN-KIND" "IN-KIND" N- IND" I EX. REPAGE I GRADE \ i GRADE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - - - L - - - - - \�� D ARC \. TYPICAL SIDING G�PFtD M. HARDIE SHINGLE yo REAR ELEVAT 1 ON (NOR-rH ) LEFT ELEVATION (W f=-ST) ST 04186" Q�- SCALE; %4"-I'-O" SCALE: %4"-I'-O" �TEOFNk``�y� I 2/16/24 REVISED No. Date I Title REVISIONS: Drawn By: R I"f 1"( Date: 2/5/24 Drawing No.: A 3 OF '4 SHEETS 1.. RIDGE TENSION STRAP 16" O.G. BY SII IPSON STRONG TIE 1 1/4" X 16" 20 GAUGE WITHI (4) SD GOI"11"ION NAILS EACH SIDE NAILING SCHEDULE FROM TABLE 2 OF THE AMERICAN WOOD COUNCIL 130 MPH EXPOSURE B I"tINI"U1"I ROOF LIVE LOADS o RAFTER 0 16" O.G. WFCM GUIDE GUIDE TO WOOD FRAME CONSTRUCTION IN HIGH WIND AREAS (IN POUNDS-FORCE PER SQUARE FOOT Or HORIZONTAL PROJECTION) ROOF ° INSTALL '51MP50N FOR ONE- AND TWO- FAMLIY DWELLINGS 2016 EDITION TRIBUTARY LOADED TIES @ EA. END o STRONG TIE D AREA IN SQUARE FEET OF HDR, JOIST DESGRIPTICN NUMBER OF NAILS NAIL SPACING FOR ANY STRUCTURAL ° � 0 o O MEMBER N RAFTER FRAMING O TO 201 TO OVER ROOF RIDGE Rafter to Top Plate (Toe-nailed; ROOF SLOPE 200 600 GOO HEACEf. A5 NOTED H O to Wall height 8 ft. 3-8d?# per rafter 1[ Noll height q - 10 ft 4-8d?# per rafter FLAT OR RISE LESS THAN 4 INCHES PER FOOT DOOR OR WINDOW Q Ceiling Joist to Top Plate (Toe-nailed) (113) 20 16 16 �--1 AS NOTED . Wall height B Ft. 3-8d?# ?$ per joist RISE 4 INCHES PER FOOT (113) TO LESS Wall height al - 10 Ft. 4-8d?# ?$ per joist THAN 12 INCHES PER FOOT (III) 16 14 14 ~ U RIDGE STRAP Ceiling Joist to Parallel Rafter (=ace-noiled) Roof Spore (ft.) M J f1 12 20 28 36 RISE 12 INCHES PER FOOT (III) AND � GREATER 12 12 12 N.T.S. 3112 Roof Slope @ I6' o.c. 5-16d 8-16d 11-16d 14-I6d 4:12 Roof Slope @ I6' o.c. A-I6d 6-I6d 8-I6d 11-I6d each lop 0 �) 5:12 Roof Slope @ I6' o.c. 3-I6d 5-I6d 7-I6d q-I6d each lap I� 7:12 Roof Slope @ 16' o.c. 3-16 4-I6d 5-I6d -I6d I"IINIrIU" UNIFORI"ILY DISTRIBUTED LIVE LOADS 9:12 Roof Slope @ 16' o.c. 3-I66 5 3-Ibd 4-I6d -I6d � W W 12.12 Roof Slope @ I(0' o.c. 3-I6d 3-I6d 3-I6d 4-I6d (IN POUNDS PER SQUARE FOOT) z F—I ROOF RAFTER Ceiling Joist Lops over Partitions (Face-noiled) Roof Spon (ft.) W x 12 20 28 36 USE LIVE LOAD 3:12 Roof Slope @ IV o.c. 5-I6d 8-I6d II-16d 14-I6d 4:12 Roof Slope @ I(a' O.C. 4-I6d b-Ibd 8-I6d 11-I6d each lap EXTERIOR BALCONIES GO /� Q TYP I GAL DETAIL 5:12 Roof Slope @ I6' o.c. 3-Ibd 5-I6d 7-I6d q-I6d each lop DECKS 40 !� a 7:12 Roof Slope @ 16' o.c. 3-I6d 4-I66 5-16d b-Ibd EXTERIOR H EA D ERS G:12 Roof Slope @ Ib' o.c. 3-I6d 3-I6d 4-I6d 5-I6d ATTICS WITHOUT STORAGE 10 12:I2 Roof Slope @ 16' o.c. 3-I6d 3-I6d 3-I6d A-Ibd ATTICS WITH STORAGE 2O It •O N.T•5. r TOP PLATE ROOMS OTHER THAN SLEEPING ROOMS 4O V N Collor Tie to Rafter (Foxe-noiled) 6-Bd per tie N Blocking to Rafter (Toe-noiled) 2-8d each end SLEEPING ROOMS 80 00 Rim Board to Rafter (End-noiled) 2-I6d each end r' l M WALL FRAMING �J Top Plate to Top Plate (Face-nailed) 2-I6d?I per Foot Top Plates at Intersections (Face-noiled) A-I6d joints - each side TABLE R301.2(1) Stud to Stud (Fore-nailed) 2-I6d 24' O.C. CLIMACTIC AND GEOGRAPHIC DESIGN CRITERIA SII-IPSON STRONG TIE I-ITS12 header to Header (Face-nailed) I6d I6' o.c. along edges WIND DESIGN GROUND SEISMIC O. I I/4" X Ira GAUGE STRAP W/ SUBJECT TO DAMAGE FROM ( ) per 2x4 stud 5NOw SPEED TOPOGRAPHI SPECIAL WIND WIND-BORNE DE51GN (A) 8d GOI"II"ION NAILS ((5) 8d Top or Bottom Plate to Stud End-noiled 2-Ibd LOAD MPH CATEGORY FROSTLINE GOl"11"ION NAILS IN GARAGE) INTO ( EFFECTS REGION DEBIS ZONE WEATHERING DEPTI-I TERMITE5 DECAY 3-Ibd per 2x6 stud THE ROOF RAFTER It (A) 8d 4-I6d per 2x8 stud 25 PSF 130. NO NO I B SEVERE 3'-0" [MOD'ERATE SLIGHT TO COMMON NAILS ((5) 6d COMMON MPH O EAVY MODERATE NAILS IN GARAGE) INTO THE WALL STUD, sie"m x 12" L. x 3'-O" O.G. ANC+IOR Bottom Plate or Floor joist, Bordjoist, BOLTS W/ 3"x3" so. STL WASHER. Endjoist or Blocking (Face-nailed) 2-IGd ?! ?@ per Foot (1'-0" FROM CORNERS) AS PER TABLE A FLOOR FRAMING Joist to Sill, Top Plate or Girde- (Toe-noiled) 4-Bd per joist T rS 2 r-r-t-s 2 DETAIL Bridging to Joist (Toe-noiled) 2-5d each end V Blocking to Joist (Toe-nailed) 2-8d each end O N.T,S. INSTALL "SIMPSON STRONG-TIE" Blocking to Sill or Top Plate (Toe-noiled) 3-Ibd each block GLAZING PROTECTION FROM WIND-BORNE DEBRIS H-2.5 CLIPS OD Ira" O.C. W/5-8d NAILS Ledger Strip to Beam (Face nailed) 3-I6d each joist Joist on Ledger to Beam (Toe-roiled) 3-8d per joist Band Joist to Joist (End-nailed) 3-I6d per joist NOTE. PROVIDE STRUCTURAL WOOD PANELS WITH A MINIMUM THICKNESS OF Band Joist to Sill or Top PLote (Toe-noiled) 2-I6d?! per Foot 14." AND A MAXIMUM SPAN OF 8'-0" FOR EVERY WINDOW. PANELS SHALL BE PRE-GUT TO COVER THE GLAZED OPENINGS, LABELED, WITH ROOF SHEATHING APPROPRIATE ATTACHMENT HARDWARE. ATTACHMENT HARDWARE SHALL BE PROVIDED IN ACCORDANCE WITH THE CHART BELOW. O 5tructurol Panels Bd b" EDGE/ 6" FIELD oa Diagonal Board Sheathing INSTALL "SII"IPSON STRONG-TIE" u I"xb" or I"x8' 2-13d each end FASTENER TYPE FASTENER SPACING 00 115TA36 STRAPS V I6" O.G.SECURE WITI-I 2G- IOd NAILS I"x10" or wider 3-15d each block PANEL SPAN PANEL SPAN PANEL SPAN Lu' V11 0 Qa . 2'/2" S Q,_O�� 1 CEILING SHEATHING U& WD. SCREWS = 16" 12" G" QO Gypsum Wallboard 5d coolers 7" edge ! 10" field 0 WALL SHEATHING 2r�" *:a WD. SCREWS / Structural Panels (see Simplified •a � t N Sheathing Pressure Nailing 1�1 Fiberboard Ponel5 Zones this page.) 7/I6" Bd 3" edge / 6' field 25/32" Bd 3" edge / 6" field l f --FASTENERS AS NOTED 1 1^1 Gypsum Wallboard 5d cooler 7" edge / 10" ;field IN SCHEDULE ABOVE Hardboard Bd (see Simplified Wall •-#- Sheathing Pressure ! Nailing Particleboard Panels Bd Zones this page.) WINDOW -PLYWOOD AS NOTED Diagonal B rd She thing GLASS' Oa 2x a 4` BRACE Q" LARGER SPANS n/ ^ I"xb" or I"xB' 2-13d per support I"x10" or wider 3-13d per support w 4 FLOOR SHEATHING WINDOW O 0 (J' Structural Panels 5 LL a. 111 or ess .0 U 5J greatelr thin I" loci 6" edge / 16'' field field e WALL—TO—FND. CONNECTIONS Diagonal Board Sheathing E...� I"xb" or II,X5 2-Bd per support 11F---IFF t-i I"xl0" or wider 3-Bd per support PLYWOOD STORM PANEL 0 "SHUTTER" DETAIL 10.o ?! Nailing regyirments are based on wall sheathing nailed 6" on-center at the panel edge. If wall 5henthin O a. is nailed 3" on-center at the panel edge to obtain higher shear capacities, nailing requirments for 0 structural members shalt be doubled, or alternate connectors, such as shear plates, shall be used to �T1 maintain the load path. F.L� O ?@ When wall sheathing is continuouE over connected members, the tabulated number of nails shall be r permitted to be reduced to 1-I6d rail per foot. Fes{ (E"_)�3 "57ASG DETAIL L� NOTE: THIS SET OF PLANS WAS BEEN DESIGNED IN ACCORDANCE WITH THE AMERICAN FOREST AND PAPER ASSOCIATION (AF ilf PA) WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS, Igg5 SBC HIGH WIND EDITION, SECTION 2. b C Sll"IPLIFIED WALL Sl-4EATNING (�\��P�DM ISTALL "SIrIPSON STRONG-TIE" / Q TO N PRESSURE d NAILING ZONES 4i „�� H-6 TIES @ 16" O.G. W/8-8d NAILS l,.{ �� 1-I6a .•1i, -d 1 INSTALL "SIr-1PSON STRONG-TIE" OO I O O O O ( O L7P4 ANG S �41Br Q Hro --�---- -----i— - -i----- --- ----- -}-- T�TFOFNE`I`Iy0/ t-IORS C� Ira' O.G. W/ • 12- Sd NAILS I I I I I I 0 5/&"d> x 12" L. x 3'-0" O.G. ANGI-IOR Q I COf"1PONEN7 AND CLADDING PRESSURE ZONES I I I BOLTS W/ 2"x2" SO. STL WASI-IER. O NUMBERS INDIATE NAILING ZONES I I BP (1'-0" FROr-I CORNERS) LTP4 AS PER TABLE 3.2A 4 3.2B LTPA lO OI ROOF SI IEATNING NAILING SCHEDULE O I O O I O O I Q O I I O I o •o a'. ZONE I ZONE 2 ZONE 3 ZONE 4 I I I I I I I O WALL SHEATHING NAILING SCHEDULE FIELD e" o.c. 12" o.c. 3" o.c. 4" 2/IG/24 REVISED O.C.oe I I I I No. Date Title I I I EDGE A. O G. 6" O.C. 3" O.C. 3" O.C. I I I I REVISIONS: ZONE 5 ZONE 6 I I I I I � ALL % W W T D" EXT. PLYWOOD WALL SHEATHING TO BE SECURE I FIELD 4.• O.G. e" O.C. WITH 8d COMMON NAILS- 2%" x 10%" GA. - PATTERN AS - -----J_- --L_----- ----_I Drawn By.. KS4 FLU? . -TO- FND . CONNECTIONS INDICATED ABOVE. Q I Q Q O O I—OO RI"ir'f EDGE Date: 3" O.G. 4" O.G. N.T.S. FOR ADDITIONAL STRUCTURAL NAILING REQUIREMENTS Date: f-� I REFER TO "FASTENERS SCHEDULE FOR STRUCTURAL ALL /�" EXT. PLYWOOD WALL SHEATHING TO BE SECURED MEMBERS" - TABLE R-602.3 (1) OF THE RESIDENTIAL ROOF PLAN �7 WITH Gal COMMON NAILS- 2" x II/2" GA. - PATTERN AS CODE OF NEW YORK STATE. DrawingNo.: INDICATED ABOVE. N.T.S. NOTE : PROVIDE CONTINUOUS LOAD PAT+4 FROI"I RIDGE TO FOUNDATION. OF .- SHEETS 50 60 - W000 ART 'MUE , 4;� $ �b.c,0 O H U � M O RAMP ASPHALT ROOF SI--IINGL.ES W r TII"IBERLOK SCREWS 8" 024" O.G. EXISTING BO** BLDG. FELT UNDERLAYI"IENT Z DECK SELF—ADHERING "I"IOIS'TURE GUARD PLUS" U C7 � B/4" EXT. ROOF SHEATHING Q H 2"x4" ON FLAT SCREWED INTO RAFTERS d (2) — LAYERS OF 2" RIGID FOAL"1 BOARD oho JOINTS STAGGERED AND TAPED FIXED DN PEEL AND STICK t"IEI"IE3RANE U „/ o EX. 1-� REPAGE F1^4G12068 R AGE ,1 "IN-KIND" _ "IN_KIND'— � SOLID BLOCKING '- INSTALL EXTERIOR ROOF/WALL INSULATION = M F+1 � (SEE DETAIL) I (2)-Ig/a"xll'/B" L.V.L. HDR. I �. co DN I V ERSAT EX FASCIA I .;: 2" SCREEN SOFFIT VENT i HD. HGT. EXISTING I - - WOOD SIDING I Q • • i I 2 I BEDROOM �z Gil Tir-IBERLOK SCREWS 8 C,024 O.G. UQ I 1 I �Z VERSATEX WINDOW CASING ww� EXISTING I EXISTI G I �= I , o" O DINING I AMIL ROOM �-+ a- DI G F � I I WINDOWS TO BE REPLACED " IN—KIND" Z BATH - - � co Q I � w > DN `' EXTENTION JAI"IB I I I I DN 2 - Q EXISTING I I I EXISTING WALL JSTS. �T1 DECK I I I I I WOOD SIDING �•I� GRADE I W w G DN TII"1BERLOK SCREWS 6" 024" O. . �n I 1 I I IY I INSTALL EXTERIOR E C E 0 U E W HOUSE WRAP ROOF/ ALL INSULATION D ISTI GI I (SEE DETAIL) ^ H wo I ITCHE I EXISTING I EXISTING I s/S" EXT. PLYWD. SHEATHING JUL 1 6 02 O ►-� 0 z l Y I BEDROOM I BEDROOM I l 2 5 Q- z0 ww� �I w I I I EX. F.J. (2) — LAYERS OF 2" RIGID FOAM BD. z I 11 C.ullding ncrs rtm*Ttt z I JOINTS STAGGERED AND TAPED l --T-- Q I I ATH � I Q � TQv�a�,of��I�tt��Id � - - - - - - - - - - - - - - - - - - � INSECT SCREEN '--� EX. EX. EX. REPAGE REPAGE REPAGE ALUI"I. J CHANNEL "IN-KIND" SHED "IN-KIND" "IN-KIND" NEW BOX WINDOW L/ M. 2 2 y . 4 ROOF/ NALL INSULATION � p RETROFIT DETAIL : .� 041861 �pQ� �T N� FIRST FLOOR PLAN FOF /_ ` SCALE: I4"-1'—O" SCALE: AREA= 1,214 S.F. LEGEND EXISTING WALL 2Q 7iai25 AS BUILT I 2/16/24 REVISED No. Date Title REVISIONS: Drawn By: R I"f 1"f Date: 2/5/24 Drawing No.: OF o4 SHEETS i TYPICAL ROOFING ASPHALT ROOF SHINGLES O TYPICAL 51DING 12 EX. (� HEAD FLASHING l HARDIE SHINGLE TYPICAL ROOFING O U ASPHALT ROOF SHINGLES W BLIND METAL FLASHING (^0 �\ HEAD FLASHING v W W EX. / \ TYPICAL SIDING Q E Ili E HARDIE SHINGLE - 12 -- - Q / \ Ex.I- NEW BOX WINDOW / d x. E G v N 2 L 51 1 1 111 1111111 1111111 1111111 11 1 1 1 Hill ilill M GRADE FRONT ELEVATION (SOUTH ) RIGHT ELEVATION ( EAST) . . W SCALE: 4"-I'-O" SCALE: y4"-I'-O" O V1 f , V 1 Hn rTl in�i W AJ TYPICAL ROOFING HEAD FLASHING TYPICAL ROOFING ASPHALT ROOF SHINGLES 12 EX. ASPHALT ROOF SHINGLES I T� FIXED FIXED i 12 ~ � O NEW BOX WINDOW F"G12065 2 O a -► 1 I � EX. EX. /RE AGE\ REPACE REPACEIMIll IIIII -41� ill - - I L "IN-KIND" "IN-KIND" EX. REPACE - ------ IN-KIND' GRADE � - - - - - - GRADE - - - - - - - - - - — — — — — — — — — — EDAR - - - - - - - - - - - - L - - - - - - - - - - L - - - - - N5 R A. TYPICAL 51DING �Q? G.ZP Mq Q HARDIE SHINGLE y 1 REAR ELEVATION (NORTH ) LEFT ELEVATION (WEST) � 04186'` SCALE: 4"-0-O" SCALE: YV-V-O" F OF NE`N 0 7/5/25 A5 SU I LT I 2/16/2A REVISED No. Date Title REVISIONS: Drawn By: R I'''f i"I Date: 2/5/24 Drawing No.: A3 OF SHEETS