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HomeMy WebLinkAbout49861-Z ��o�S�FFn D TOWN OF SOUTHOLD / BUILDING DEPARTMENT TOWN CLERKS OFFICE (` goy • � h SOUTHOLD, NY BUILDING PERMIT �� xco (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49861 Date: 10/10/2023 Permission is hereby granted to: Pippis, Nickolas 465 Burgundy Ct Southold, NY 11971 To: demolish (as per Town Code definition) and reconstruct single-family dwelling as applied for per SCHD approval. At premises located at: 465 Burgundy Ct, Southold SCTM # 473889 Sec/Block/Lot# 51.-3-3.14 i Pursuant to application dated 9/22/2023 and approved by the Building Inspector. To expire on 4/10/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,362.00 CERTIFICATE OF OCCUPANCY $50.00 Total: $2,412.00 r Building Inspector I MELD INSPECTION REPORT DATE COMMENTS ►o FOUNDATION (IST) --------------------------------- FOUNDATION (2ND) ' z G ROUGH FRAMING& PLUMBING r r INSULATION PER N.Y. STATE ENERGY CODE V' FINAL ADDITIONAL COMMENTS — O +� Z rn �. X r ^� k ►v Q H � O - N z x r� H � x VJ �' H ry$UFiFT;k�`=�, TOWN OF SOUTHOLD—BUILDING DEPARTMENT s" Town Hall Annex 54375 Main Road P. O. Box 1 179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny_aov Date Received APPLICATION FOR BUILDING PERMIT 'or Office Use Only I i� PERMIT NO. _ Building Inspector: t ry�ry�p: r:;::.• SEP 2 2 2023 "Applications`and;fo�ms.`mustabe�filled out,in'their;entirety."Incomplete . . ,. . '. applicationslwill not be aceep'fed.`Where<ttie"Applicant is not th BUILDING DE PT. Owners Authoriiation form(Page 3);shall'be completed: ;:' ® ft t f' own of Southold Date:09/09/2022 O WNER S OF PROPERTY: Name:Cathy Santis SCTM# 1000-51-3- 3 J 4 Project Address:465 Burgundy Court Southold NY 11971 Phone#:917-751-5978 Email:NYFIDA@VERIZON.NET Mailing Address:465 Burgundy Court Southold NY 11971 CONTACT:PERSON: _ Name:Jessica Magee AMP Architecture Mailing Address:P.0 BOX 152 Mattituck NY 11952 Phone#:631-603-9092 Email:JMAGEE@AMPARCHITECT.COM DESIGN:P ROFESSIONAL INFORMATION: Name:Anthony Portillo AMP Architecture Mailing Address:P.0 BOX 152 Mattituck NY 11952 Phone#:631-603-9092 Email:aportillo@amparchitect.com CONTRACTOR;I N FORMATI O Ni'. Name: Mailing Address: Phone#: Email: DESCRIPTION OF,PROPOSED-CONSTRUCTION w Structure Addition DAlteration ❑Repair IDDemolition Estimated Cost of Project: Other d C;11 Nb . . $ Will the lot be re-graded? ❑Yes �No Will excess fill be removed from premises? CYes ON 1 P.�iOPERTI!`INF,ORMATION:; • '7, Existing use of property:Jihqu- Family &S Intended use of property: Styqu Zone or use di trict in which premises is situated: Are there any covenants/aand restrictions with respect to �O this property? ❑Yes 011 o IF YES, PROVIDE A COPY. fr13QCl �t)X�1ftaC eadtdl :..The owner/contraitor�desi96professiofial is ne porisible.forall drainage and storm.water issues as:p�oviiled by . Chapter.236 ofttie Town Code APPIJCATION IS HEREBY MADE to_the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance and Southold,'Suffoltc,(aunty;IVew York and other applicable'Laws,Ordinances or,'Regulations;for the const Ion of buildings, additions;alterations or.for•remova{or demolition:s'herein described:The appiicarit agrees to comply with all applicable laws,.oidinances,building,code, housing'cotle and regplations'and.to,admit authored inspectors on:premise's and.in tiuilding(s)for necessary,inspections.False statements made herein are punishable as.a.Class A misdemeanor'pursuarit to Section.2lOAS.of the"New YorkState Penal Caw. Application Submitted By(print nam ): , i�r� �,��� 1��. � ( C ►uthorized Agent ❑®caner Signature of Applicant: i v Date: ' r STATE OF NEW YORK) S: COUNTY of � ) AwGi�1C" �� ��s� "�� eing duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above name , (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 t— 20 "'�vv4 ;� / Notary Public ATE 5........ R DehorA Orlowski `WTI;'.. Notary Mic,State of New York PROPERTY OWNER AUTHORtZATIOW PUBW *_ No.ottxts2so392 Qualified in Suffolk County (Where the applicant is not the owner) ''.,y, � �/ Camrnission Expires 03/13/2Q2�— 1, Ca 1 � ` sa(W 1� residing at u S '✓UK L� 5 AMP ARCHITECTURE��'SG4o hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. O s Signature Date M1'(Nu\ San-" S Print Owner's Name 2 11IIBING `S rI11 PLUMBING INAS'1 E r` . WATER LINES NEED APP VED AS NOTED ,T LNG BEFORE COVERING DATE• 0 3 B.P# � =TIF BY. Y BUILDING DEPARTMENT AT PLUMBER CERTIFICATIC: 631-765-1802 8AM TO 4PM FOR THE ON LEA'D,'C�OIVTEN:T'BEFOI FOLLOWING INSPECTIONS: CERTIFICATE, ERTIFICATE OF 06CUPAIv 1. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE W0,ER U1 ED IN 14(ATEA 2. ROUGH-FRAMING&PLUMBING SUPPLY'SYSTEM.CANN(- 3. INSULATION EXCEED 2/10 OF 10 (. r- 4. FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE ELECTRICAL REQUIREMENTS OF THE CODES OF NEW INSPECTION REQUIRED YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTON ERRORS TRUSS PLAQARDING REQUIRE• COMPLY WITH ALL CODES OF NEW YORK STATE &TOWN CODES AS REQUIRED AND CONDITIONS OF Must provide Manuals 6OUTKOLDTOWN PtAM BOARD D J and S as per SoffK0TMW TRUSTEES Code - VS,DEC NYS Energy OLD HPC SCHD Blower door and ductwork OCCUPANCY OR testing required. USE IS UNLAWFUL WITHOUT CE-RTIFV All exterior lighting OF OCCUPANCY installed,replaced or repaired shall conform to Chapter 172 of the Town Code RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOW14 CODE. 4 6ENERAL REQUIREMENTS: I/A OW15 INSTALLATION STANDARDS: 130 PROJECT / ZONINC DATANOTE: FEBRUARY o2,2o25 € _ _ I. FLOOD MAP DATA: I. The Installer must hold a current Liquid Waste; License pursuant to I. Install I/A OWTS tanks according to manufacturer's ' MAP #: 561030015&H Suffolk County Code Chapter 565,Article VII (5eptic Industry recommendations whllc conforming with these standard. All k I TAX MAP # 1000-51-3-30.14 TEST HOLE DATA applicable recommendations provided the manufacturer shall be 4 MAP DATE: Oq/25/200q ' MGDONALD GEOSERVIGES Businesses) through the Suffolk County Department of Labor, pp p by r; a„No FLOOD ZONE: X a Implemented. �y s ZONING DISTRICT A-50 AS PER FILED MAP N G FOB 125& k Count Gode, ) Licensing and Consumer Affairs,pursuant to Suffolk y p §563-7q. The Department of Labor, Licensing, and Consumer Affal^s SOUTHOLD, NY 1Ig71 Q maintains a list of licensed I/A OWT5 Maintenance Providers. 2. The I/A OWTS tank shall be Installed at level in all directions e 2. SITE PROTECTION/SILT FENCING TO BE with a maximum tolerance In an direction of +/ one quarter inch) on Aye.. INSTALLED AS REQUIRED BY THE TOWN OF (631) 765-3677 OT GO�/ERAGE y L w 2. All I/A OWTS must be registered with the Dcpartment In a minimum 3-inch thick bed of properly leveled and compacted sand :. - SOUTHOLD. Lli accordance with Article Icl of the Suffolk Count Sanitary Code (free from rocks) or ea ravel. J to y y p g •';« - . . ( gb LOT EL.=44A' prior to the Department granting certification of completed r DESCRIPTION (FOOTPRINT) AREA 3. SURFACE WATERS OR WETLANDS ARE NOT (� construction on "as built" plans. 5. I/A OWTS Tanks shall be provided with a single outlet. A COVERAGE LOCATED WITHIN 500' OF THE PROPERTY. OL DARK BROWN LOAM Q t N distribution box/manhole; or distribution leaching structure may be r' �"• `}, evacAtioY o I.O' - L0 5. An executed operation and Maintenance Contract between the required for all systems with multiple leaching structures unless an f �, '°•� TOTAL LOT AREA 40000.3a S.F. 4. ELEVATIONS REFERENCE NAVD 1a88 0 Maintenance Provider and Property owner must be submitted to the alternative design Is approved by the Department. rn '4 T.• �P ML BROWN SILT Q Department prior to approval of the I/A OW'TS registration by the e�Nv W,�oaeRar 5. ANY VISIBLE WELLS LOCATED WITHIN 150' Department in accordance with Article III of the Suffolk County 4. The top of the I/A OWTS tank shall not be located greater than Rb EXISTING 2 STORY HOUSE 8 GAR• 1,744 S.F. 4.4Y OF SUBJECT PROPERTY LINES ARE 3.0'- - }- 0 Sanitary Code. 2.5 feet or less than one foot below Pinol grade. SUBJECT PROPERTY DEPICTED ON SITE PLAN. BROWN SILTY p C (V z O 4. All Installed 1/A OATS are required to have an Initial 5-year 5. At a minimum, all sampling manholes shall have 20-Inch covered EXISTING DECK 440 S.F. I.I� 5M NAY d c,�raoa+ SAND � '� � . ,V.. warranty and operation/maintenance service contract. After the access openings to grade located over the Inlet and outlet. - 5.0' - p ' . EXISTING SHED q6 S.F. 0.29b T X U Initlal 3-9ear operation and maintenance service contract has Covers shall be either 20-Inch diameter watertight and m � � X (V expired, property owners arc expected to maintain on operation Insect-proof locking cast Iron covers or thermoplastic covers at SUBDIVISION INFORMATION: O O �, i and maintenance contract in accordance with Article Iq of the final grade. All covers shall be designed in accordance with section ,• MODIFIED FRONT PORCH 51 S.F. o.19b MAP OF GHARDONNAY WOODS AT SOUTHOLD m C9 Suffolk County Sanitary Code. 5-111 of this standard. a r ' LOT NO. 14 -C 0 J J '- �Q� •` � CM O CO L0 22 � 8 08 5. When on I/A OWTS requires a vent,the unit. shall be vented to the 6. When sampling manholes are approved to be Installed in a ¢ EXISTING I.G. POOL 800 S.F. 2.016 MAP NO. ��' FILED a IgBq Q `- a, Q roof of the residence being served. Vent pipes shall extend a driveway or parking area, the manhole shall be designed to be �' a PROPOSED SPLASH DECK 120 S.F. 0.3Y minimum of 6 Inches above the roof line and the top of the vent traffic bearing to meet the requirements of AA5HTO H-20 or � 5�, , • °' i " shall have a minimum horizontal separation of 12 Inches to the HS-20 loading. ,. ;• y PROPOSED GARAGE 538 S.F. 1.33b sloped portion of the roof. In cases where It Is not practical to vent the system to the residence roof, a vent pipe may be piped to 1. The outlet Invert elevation shall be a minimum of 0.1 foot below �I PROPOSED BREEZEWAY 265 S.F. 0.79b SP PALE BROWN the exterior of the residence and terminate a minimum of 15 Inches the Inlet Invert elevation. LOC A7I O I `� MAP FINE TO MEDIUM n 1 above grade and at least I foot from property lines. These vent PROPOSED ADDITION 1,58q S.F. 4.0% SAND V/ pipes shell be, located a minimum of 5 feet from any window or b. Sampling manholes shall have on Inside diameter of 2 feet or an doorway and must terminate with a carbon filter device. All vent Inside area of 2 foot by 2 foot. SCALE: NT5 PROPOSED STOOP 4Q S.F. 0.130, pipes must have a minimum diameter of 2 Inches. PROPOSED GARAGE q. There shall be a maximum retention depth below the outlet Invert 6. Installation and use of the I/A OWT5 must conform to the elevation of six Inches. (ACCESSORY) SEPARATE 564 S.F. 2.230 Department's approved I/A OWTS guidance document prepared In APPLICATION accordance with the standards for "Approval and Management of 10. All sewer pipe penetrations In the sampling manhole shall be, Innovative and Alternative Onsite Wastewate•• Treatment Systems.' watertight. TOTAL AREA OF ALL STRUCTURES 6554 S.F. 16.45yo U MINIMUM DESIGN REQUIREMENTS: ELECTRICAL REQUIREMENTS: **MAXIMUM LOT COVERAGE ALLOWED - 20% 1. I/A OWTS tanks shall be constructed of Precast concrete, CONTROL PANELS: \ 1'!•O m / RESIDENTIAL VACANT LAND RESIDENTIAL VACANT LAND -�-J W fiberglass, polyethyIenepolypropylcne, thermoplastics, or other I. The control panel box must be placed outside on a suitable COMMENTS: NO 6ROUNDWATER materials In accordance with Department standards and IONYCRR, pedestal near the structure that It serves. Alternatively, the panel (RECREATION OPEN SPACE) \ PROP.BURIED (RECREATION +E OPEN SPACE) • A endix 'i5-A. The use of steel tanks is prohibited. box may be mounted on on outside wall of the structure (Preferable, EXIST. IRRIGATION EXIST. 7'-HIGH GAL. BURIED ENCOUNTERED. pP p y P EL.=35.24 \ CONTROL VALVE I PROFANE z a utility room, and not a living space). Other locations for mounting \ DEER FENCE in� 2. When on I/A OWT5 requires a septic tank for pretreatment the the panel box will be considered by the Department on a - _ _ N0005 '30"W _ - _ - - - I - - - TANK _ _ _ _ _ _ _ _ _ _ _ 415.4_4' septic tank shall be designed 1n accordance with sections 5-10-7 case-by-case basis and with I/A OWTS manufacturer approval. _r- - r 1 and 5-I01 of this standard. S / ---------- z v 2. The name of the I/A OWT5 Od M Provider must be clearly �Ro \ RELOCATE EX15T. S; 3. Unless otherwise s eclfted, the leaching structure/s stem that Identified on the outside of the panel and Include a hone number O \ Y LINB----- 7'-HIGH DEER A follows an I/A OWTS shall be designed 1n acc.ordanceywlth section to contact In case of alarm. g p Sj EXIST. WELL gyp,-�R SUPP___ follows o ----- I�PRO�I EL.=46.46 ` �. SXIS FENCE A5 SHOWN /o, PROP. GAS LINE D.W -�N •- 5-10-T and 5-110 of this standard. h, ______ PROP. 6 x20 ��N 3. Exterior panel placement enables the system to be serviced at --- SPLASH DECK 4. At a minimum, all I/A OWTS treatment tanks shall have 20-inch any time, eliminating the need to access the Inside, of the building. covered access openings to grade located over the Inlet and 4. The panel box must be within view of the system location to help \ SF L/ \ PROP. GATE PROP. 1-STORY \ V/ outlet. Covers shall be either 20-Inch diameter watertight and facilitate operation and maintenance. ' \\ �M�4C ot, 8'xl2' SHED Q /�, �F S �EXIBT. LOCATION GARAGE ON SLAB Insect-proof locking cast Iron covers or thermoplastic covers at \ S g o, (DRY BLDG.) p� \ final grade. All covers and chimneys/risers s/risers shall be designed In 5. The control panel shall be laced at a comfortable height for \ �'/ F (DRY BLDG.) 14V. 9 y g p P 9 \ o rgR�q�b \ EXIST.120'x4o' �� accordance with section 5-111 of this standard. access In accordance with Federal Emergency Management Agency \ R Y 7L (O BEDROOMS) /i \ ?- L/,` To < IN-GROIIIND POOL EXIST. POOL (FEMA) flood zone requirements. \ ALL FS \ EQUIP. w/ PROP. 5. When a I/A OWTS is approved to be installed In a driveway or \ \\ SJ d MODIFIED PROP. SLAB EL.=44.3' i parking area,the unit shall be designed and/or installed to 6. The panel shall meet National Elec SCREENINGtrical Manufacturers \ \ PROP. PATIO ® GRADE / withstand 1­15-20 or H-20 loading as designated by AASHTO. Association (NEMA) 4X specifications. \\ \ STOOP 6. Garbage grinders shall not be permitted when an I/A OWTS Is 'T. All below grade wiring must be run In electrical conduit. The utilized as means of sewage disposal. conduit must have appropriate seals to prevent gases and moisture \'� \ PRO j REMOVE from reaching the control panel or)unction boxes. `\`� \ D yy EXIST. r----- PROF. DRIVEWAY 1. Water softeners shall not discharge Into an I/A OWT5 and the \ \Y� FR6F 1000 �'� SHED EXTENSION Department recommends water softener backwash be connected to 8. Each system shall be equipped with a functioning warning system \ AL. BURIED - an onsitc drywell acceptable to Town or Village building which will activate audible and visual alarms that can be readily \ PROFANE ��ti EXIST. do Departments. seen and heard by the occupants of the building served. The '\SG p PROP. BURLED Department recommends a telemetry device be Installed to EXIST. 7'-HIGH �� , / \O,d TANK ND. DECK _______� ________ _ __ e). I/A OWTS tanks shall be watertight and constructed of sound and provide Immediate remote alarm notification to the O$M provider do DEER FENCE \�,k \ PROP. 2-STORY ELEG. LINE / durable materials that are not subject to excessive corrosion or covered by the 04M agreement. \ 10' MIN. ADDITION decay. q. Systems which are not designed to flow by gravity are 0 PROP. GA LINE EXIST. 2-STORY WD. FR. PROP. 10, yj PROM q. All tanks must be watertight. Two methods of ensuring tanks are recommended to be equipped with a control panel with means of \ 1.5-STORY p � ♦ o' \ DWELLING w/ BASEMENT d PROP. MIN. �p•yy� watertight shall be either vacuum testing or water pressure testing connecting a portable generator to operate the system during a �0 a �� PROP. ADDITIONS w/ GRAWLSPAGE ND. FR. methods as follows: power outage. O w \ 1-STORY RAGE ON 10. Vacuum testing: Seal the, GA W Y ♦ \ 1 ADDITION (6 BEDROOMS) SLAB. empty tank and apply a vacuum to four PUMPS. BLOWERS, LEVEL SENSORS. AND CONTROLS: Z'Q \\ I� (4) Inches(IOomm) of mercury. The tank Is approved If 010% of I. The electrical Junction box serving the pump motor and floats -� Q � \ PROP F.F. EL.=48.44' vacuum Is held for two minutes. must be, watertl ht and located outside the I/A OWTS tank chamber. \ F.F. EL.=45.1' �� REMOVE EXIST. CURB g � RELOCATE EXIST. ♦ \ GATE EXIST. OIL TANK op EXTEHDu� 6'-HIGH METAL \\ LOCATION 1 ❑0❑ LOCATED IN BA5EMENTJ BLOCK NEW BEL 1 AN 5HO II. Water testing: Seal tank;fill tank with water to outlet invert 2. Any blowers located outside of the I/A OWT5 unit must be placed FENCE AS SHOWN \ BLOCK CURB AS SHOWN elevation, let stand for 24 hours. Refill the tank to the outlet Invert on a pad (concrete,plastic or fiberglass) and have a soundproof \\ PROP. �I after the 24-hour period Is complete. Let the tank stand for on enclosure cover. \\ PROF BREEZEWAY additional 10-hour period. The tank 15 approved if water level Is RE-USE EXIST. HOUSE held for the 10-hour period. Water pressure testing is 5. All pumps and float trees must be accessible and serviceable EXIST. DWELLING w/ EXIST. SEPTIC SYSTEM \\ f MIN G'Q` Z I CONNECTION IF IN GOOD recommended to be done onsitc after Installation. from access openings. PRIVATE WELL TO BE REMOVED PER - /� WELL � I � EXIST. �� CONDITION (V.I.F) 50DH5 STANDARDS ♦ \ �pRO� EXIST MAS. WALK / /p I/A OATS TANK CONSTRUCTION MATERIAL REQUIREMENTS: 4. The floats shall be attached to a Schedule 40 PVC float tree \ I 1 , � O I ASPHALT �tp that can be easily removed for service or adjustment. The floats ` \D.W.� _ DRIVEWAY 10 A shall not be attached to the force main. RE-ROUTE EXIST. WATER ` �_ Ip �� ♦ I 5 0 /��J I. Reinforced concrete shall have a minimum compressive strength SUPPLY LINE AS SHOWN ♦ p i �' MIN. lU U� of 5,000 pounds per square inch (psi) at 28-clays s set. 5. The Deportment shall observe the um system operate through �� �� 'Sid' %' �E•P I MIN. U EL.=42.68' P P q P y P pump y P g \ �i a normal operating cycle. REMOVE PORTION OF EXIST. �� ♦ d- �j - N 2. Wall thickness shall be a minimum of three Inches unless the WATER SUPPLY LINE (LOCATION ♦ 8 ♦ NLd Z design has been certified a New York Licensed Professional 6.Ins ection for leakage of the force main fittings will be, made ,' MIN. ♦ 1 _LU UJ Engineer as complyingwith ail appropriate re:requirements for thin during the um test procedure. g SHOWN AS PER SURVEY) \ w 0 �/ ♦ X /o EXIST. BELGIAN BLOCK CURBS 9q 9 pump P ♦ PRO. I IU 0' 0 wall construction. All walls, bottom and top shiall contain reinforcing � �' to resist an applied force of 300 pounds per square foot (psf). �\ L.P. �8 j/� PROF. BURIED ELEC. LINES TO I/A OWTS v PROF. 20"0 POLYLOK D15T. ♦ % 5. Pre-cast concrete sections shall be scaled with one (1) Inch butyl BOX (SAMPLING POINT); PRO. 5' 1 / PROF. HYDRO-ACTION AN600 I/A OWT5 w/ REMOTE rubber Joint sealant which conforms to ASTM G-qqo. MAINTAIN 2' MIN. DISTANCE L.P. MIN.�i PLC, CONTROL PANEL; VENT TO ROOF AS REO.'D ♦ 3, 4. All sewer pipes shall penetrate the vertical sld FROM LEACHING FOOLS 8 5'ewall of the tank \ � and shall be sealed with grout or other meoris acceptable to the MIN. DISTANCE FROM I/A OWTS Department such as watertight scaled flexible joint and the pipe / / ♦ R=50.00' gasket fastened to the pipe with stainless steel retractable � � a clamp(s). L=73.23' 1 I O o ♦ INS ry EXIST. SEPTIC EL.=46.03 , ri �`�5. All joints shall be sealed so that the tank Is watertight. See - _ / SYSTEM section 5-I14,B.IO. Tanks that are cast In place require prior - - - 9" R�ti DWELLING W/ PROJECT: approval from the Department and must be certified by a Licensed EL =46 55' PRIVATE WELL >150' Professional Engineer. At a minimum, the floor and walls of a �� FROM SUBJECT / concrete tank must be monolithically poured. "Ye, FROPERY LINES SANTIS/ 5UR0 UNDY \ 6. Whenever practical, concrete I/A OWT5 shall not be located SEPTIC within groundwater. For Installations that are placed within �o�o, /� G O U T EXIST. groundwater, the bottom and side portions, up to IS Inches above r---� / `i UTILITIES highest recorded/expected groundwater elevation, of the I/A OWTS BOX unit shall be monollthicol ly constructed. In cases where this is not IL___� ,,,' practicable, the I/A OWT5 unit shall be water-proofed up to 15 Inches above the highest recorded /expected groundwater EXIST. SEPTIC 465 BURGUNDY COURT elevation and leak tested to ensure tightness prior to operation. SYSTEM 1. In cases when concrete tanks are Installed In groundwater, the // I I `(/�jj,�T /���Tjl jJ�'"t' �� �j j(�rj� �� SOUTHOLD, NY 11971. design professional shall submit buoyancy calculations to prove the WELL E L AND�) D j j MUST j weight of the tank (with or without anchoring or the addition of j/�T�`yT �T j �T c T `f ballast) will be at least 1.5 times more than the weight of the water I SHOWN Y Y 1 V ®1�1 �+ J.1�4�L J�J N �� DRAWING TITLE: displaced. The buoyancy calculations shall be done using highest expected/recorded groundwater elevation with the tank empty. Soil / NOTES cover on top of the tank(s) shall not be considered when determining the amount of anchoring or bollasst weight required. C E-3 \ E j SITE INFORMATION � )SUFFOLK COUNTY SITE PLAN HEALTH DEPAR7-TENT AFFROYAL / / � � � H.S. REFERENCE NO.: R-25-05-74 / oCT 6 2023 • �---- - \ PAGE. 1 �TTX?.�T'."�ire*-A'• SP SUFFOL� �OU1' i D _1'ART1U ... f'�-i' F f, CALTH SERVICES - 10100 E1,)LmIT FoR APPROVAL of CO1NISTRU^TIorq FOR A DATE: 05/05/23 SINGLE FArALY RE SODEKIC:E L ' - - - - - / / U DWELLING w/ n N PRIVATE WELL >150' SITE LAYOUT NOTES: m' SUBJECT SU I. THI5 IS AN ARCHITECT'S SITE PLAN 4 15 FROM m � FROM SU LINES SUBJECT TO VERIFICATION BY A LICENSED SURVEYOR. THE INFORMATION REPRESENTED ON THI5 51 TE PLAN 15 TO THE ARGHITEGT'5 BEST OF KNOWLEDGE. �'P� Design Professional's Certification Required. M. D T E 6/12/225 �� •S 'F N 0• R-23-0374 2. SURVEY INFORMATION WAS OBTAINED Abandonment of the existing sanitary system must be In Submit P.E. or R.A. Certification For \ , - --•�•-- FROM A SURVEY DATED FEBRUARY 8, conformance with the Department's artment's requirements. uirements. �' The Installation and Construction of the Sewage Disposal System z APPROVED ED A 2023, MOST RECENTLY REVISED ON Use Form WWM-Oi3 �`� MARCH 3, 2023, AND PREPARED BY: Submit completed form \/VVVM-080 as proof FOR V INOHAM FOR . AXAMUN, i�'. F 6 EDOOMS JASON D. LEADVEYOR C � � N.Y.S. LAND SURVEYOR LIG. #050736 5CALIGE LAND SURVEYING L 0 rj 10 25 �J'0 -75 1Oc) '9� 37405 yQ EXPIRES THREE YEARS F Oil DATE OF APPR I SOUTH OVAL 15LIP, NY 1-751AVE. ,� T � S �OF NVt4 TELEPHONE: M54) 240-7010101 G I PLAN MJSLAND5URVEY.0OM J ORAFH 1 G 50ALE SCALE: 1" = 20'-0" a a 5INCz,IELINE w w o J m �( I � ��- I � � ZERO SETTINO a � N ON OFF DETEGTION o Lo FANEL E�NEL1-- O I ND I GATOR I ND I GATOR G I RGU 17 = } 0 > 0 L � � MAIN E3REAKER a 'C LNr) _�z� r c � x � cv s omo , c9 NO coLo NI::)I GATOR a o_ a o GIRGUIT ROM U RAM OUTPUT D GI RC,UIT 4—' -10 U •- TIM (D AG (DG) I NFUT i�O1�l R SUi=i=LY ONE-G I i� I GROGOMi�UT R RANO�/UNIT -� G I RCU 17 SELECTORS + U L Q .- DED I GATED, 30 AMP S I NO LE-PHASE GIRGUIT BREAKER ELECTRICAL SERVIGE 0 TO HY17R0-AC7I0N FLC CONTROL FANEL �I'�'I�RO-ACT i ON S 1 NO LE LINE 17 I AO RAM 5GALE: NT5 STOPPER OR SLATE OR OTHER STOPPER OR END PLUG SUITABLE COVER END PLUG - al I W SEWER RIPE Q iL ELBOWS 30' ELBOW —/'� 45' ELBOW �� 60' WYE ALTERNATE "A" ALTERNATE "B" CLEANOUT DETAIL FOR AREAS NOT SUBJECT TO VEHICULAR TRAFFIC MODIFIED W IN ALL VIEWS, ALTERNATE "A" IS FOR BENDS, ALTERNATE "B" IS FOR USE WITH BLDG. EXTENSION/CONNECTION BEDROOM DWELLING GLEAN-OIJT IDETA I L F.F. EL.=48.44' W PLC, CONTROL POLYLOK 20"0 D-SOX w/ � PROVIDE PANEL P4 HPI20 SECURITY GRATE (BAFFLE I'-O" MIN. SCALE: NT5 4" HOUSE SECONDARY SAFETY COMPRESSOR REOV IF INLET PITCH 2'-0" MAX. v COVERS BENEATH EXCEEDS " PER FOOT) MAIN DRAIN 10 PRIMARY COVER E I'-O"MIN. PRE-CAST GONG. 2'-6" MAX. 02245 - (TYP.;ALL RISERS) • AV6. GRADE EL. ' [570'?B5 MAX.- 2'-6'I MAX. ® I/A OWTS= 44.5' COVER BELOW 6RADE -- -- — :55.0�I 596 MAXIMUM SLOPE G.O. INV. ---- -- - 13z4 EL.=42.2' __ MIN. 4"(P SDR 55 W I 1336.11 MIN. 4 (P SDR 55 F PI OR EO. y CUTAWAVVEW EXIST. INV. EL.=45.6' MIN PITCH ":I' PVC OR Eo. I MIN. 4"m SDR 55 FLOW MIN PITCH ":I' a ,sew, (MIN. INV. EL.=42.'f) PVC OR EO. LINE G .,� MIN PITCH ":1' INV. INV. - - - - - - - - FLOW LINE PROJECT: Q)P055 B EL.=42.1' INV. INV. _ :5P.5CmJ EL.=42.0' EL.=41.8' : ' BOTTOM VIEW TOP VIEW 13 Td BASEMENT e POLVLOK 70'D-BO% I34 9 a EL. 41.6 INSIDEBOK PARTNo.wn-zB ,t�SE Pa u (� T MATERIAL-POLYPROPYLENE .°FQ°EPTS ASSEM"r t i " SA N T I S COLOR.BLACK M°RrLOYEP ROT -2 s s ,"uEs CAPACITY•15 GALLONS IrtAvr wveP P0.Rr rw asn�ca° 'iuc�uio:°1E , � � � 2 MIN. DROP , °"Are. PwrND."uc, PROVIDE 12 THK. (MIN.) (PROVIDE END GAP 12-TALL RISER P-110 � _ SEPTIC r"""`"°"""°°°'"" A D BED OF SAND OR PEA TYPE LEVELING LEAGHIN6 �\ YlQ15T8"n: V.I.F. EXIST. CAST GRAVEL BENEATH DEVICES AT OUTLETS) POOL(5) ~ IRON PIPE EXTENDING DISTRIBUTION BOX ' v U! 2'-0" MIN. FROM `A Q 7815 BNE CUr CUf , I5�°�I BUILDING FOUNDATION I 1 I 409.1 CL.TOCL Panel BEu I�--S O ryP00PLCS >Rr�d�1 1 4, � HYDRO-ACTION AN600 65 BURGUNDY COURT aP, Bmn33z l 245 NITR06EN REDUCTION SYSTEM v I3sa�l cLrocL SOUTHOLD NY 11971 o'er w/A3' GLEAN SAND --- -- i FRUNTISIDEVIEW BILL OF MATERIALS COLLAR SURROUNDINGL.P. WHEN EXIST. SAND DRAWING TITLE: d &RAVEL (SP/SW) �/ a �/ ITEM P/N DESCRIPTION QTM LAYER NOT PRESENT FOL I LOi�'. 20 11 �1ST. E30X 1�ETA I L HA-AN600 TANK, AN600, 245 NITROGEN REDUCTION -o z` ` WIRING DIAGRAM �A 190055 TANK,AN600 245 PRETREATMENT SYSTEM DETAILS 5GALE: NTS 150002 SN& STANDARD 2 TANK CONNECTING KIT SUOLK COUNTY HEALTH17)EFAR7MNT Ai=i=ROYAL 100111 ASSEMBLY, RE-CIRCULATION 245 COMPLETE AN600 H.S. REFERENCE NO.: R-25-03-74 �D AN600-P I AN600 w/PLATFORM COMPLETE PAGE: EC50-50L-120-PLG i OPS, EC50-50-L-120-PLC �E SP-1021111100 INNOVATIVE 8 ALTERNATIVE ONSITE WASTEWATER TREATMENT SYSTEM (I/A OWTS) LEACHING POOLS (2) I. I/A OWTS SHALL HAVE A MINIMUM TREATMENT CAPACITY OF 660 GPD(6 BEDROOMS). I. LEACHING SYSTEM FOR A 5-6 BEDROOM RESIDENCE SHALL PROVIDE 400 FT2 SIDE-WALL AREA PROPOSED HYDRO-ACTION AN600 I/A OWTS PROVIDES 660 6PD TREATMENT CAPACITY. (2) g'(P x &' (EFFECTIVE DEPTH) LEACHING POOLS PROVIDE 400 111 SIDE-WALL AREA DATE: 05/05/23 2. INSTALL ALL COMPONENTS AS PER MANU. SPECS. (1) 8:lV x 8' (EFFECTIVE DEPTH) LEAGHIN6 POOL PROPOSED FOR 50% EXPAN51ON 5. A 10' MIN. D15TANCE BETWEEN THE I/A OWTS AND BUILDING WITH CELLA"ASEMENT SHALL BE MAINTAINED,OR 5' MIN. DISTANCE IF BUILDING IS UPON A SEAS. 2. LEAGHIN6 POOLS TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL). ,r-� �-- +++✓✓✓ 4. A V MIN. DISTANCE BETWEEN THE I/A OWTS AND DIST. BOX (WHEN PRESENT) SHALL BE MAINTAINED. 5. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). Ez: ATTI �(v_ 1\1 T 4. A 5' MIN. DISTANCE BETWEEN THE HIGHEST RECORDED GROUNDWATER LEVEL AND BOTTOM OF LEAGHIN6 6� �. POOLS SHALL BE MAINTAINED. (G�Z.ED-•i� 5. A 10' MIN. DISTANCE BETWEEN LEAGHIN6 POOLS AND WATER LINE SHALL BE MAINTAINED. \� k�' M. 6. AN 8' MIN. DISTANCE BETWEEN ALL LEAGHIN6 POOLS AND I/A OWTS SHALL BE MAINTAINED. (V 0 -,s,,- 0 Q a y O �TF 037405 �0 FROPOSEI7 SF_f=TI G SYSTF_M i7)ETA I L OF NEB 5GALE: NTS PRO,ZC..,fi DATA \ ' -- (2-- Q uj ':, PROJECT / ZONING DATA # LLJ TAX MAP # 1000-51-3-3.014FD M ;:x.' .y:. ;'; °`t'z I:. .::,' :.•ran �,:_ ;. ,Y, A-80 AS PER FILED MAP : '' '.' '`".1 <,a �- • a ° . ry ,w ZONING DISTRICT ( ) Q L0 S, i ` s (�.•f},�y 4 „aY,. ;. ,.ik ^., ;,.c .�:'• ////J////// /// , ,, .�, ,� ...,:ram,- :t..- ,RK ti a�w '.c d1�. ,jF'x• :a:y ^ 4{.:y -_ N/0 C rNd /4' ' duty i' 1, MM.•' M .'�.lr� /J///l// / 1 ;: �+... .... r^k 3. , - `' ti 8` _ ' s{ O r _ _ c a �:! LOT AREA O.Q ACRES si. (o -L.: _ �'_ -3 -�- l _= r.� Gofo - I FAMILY DWELLING W/ _ O IX 0f ., = --- --- k + `-®®®- A— NO.ATTACHED GARAGE 2 OPEN NO. Z-2330�1 ++ r_ _ ',.�1 I�`• - - - - _ PORCHES _ _ Ij p C Ln Z d- ,: , -.- 'I ,f, ,� ,,.•�- - r� -.- ==�J-�. - P,� GofO I.G. POOL W/ FENCE NO. Z 33aa1 (V r -' - I . PROPOSED I 2 STORY FRAM IE ADD 1 T 1 ONS >, 0'r�'; '�-':'.;�;y,3ir•:.%.'".rv,,?r`r3F .G• .,,Mr```, ri-?•'. f'"4„ 7,ggyy'�-- 1.,-•f,. ._ _. _ <'^►.. -c' _,_ _ p ..:;.: tt'r .y:'�' ..^w.,;.w :.•>;'ita � - _ " � QQ ,QQ PROJECT LOCATION & SCOPE c m � co • �.�:., ��=- : _ - ` H. • •�`�__- :._ _ .. •: •_---- - -.� ,� Gofo DECK ADDITION NO. 31323 " .. OF a . FEMA FLOOD ZONE X 2. S .L ++ � SITE PLAN & ZONING DATA PROPOSED STOOF O aF• O 1 y SUFFOLK COUNTY HD REF. R23-0314 6 BDRM. B. PROPOSED STORM NA7ER MANAGEMENT Q �- o- O J i •z' 7 � •4. PROPOSED GARAGE (SEPARATE FILING) GENERAL NOTES EXISTING EXISTING B. PROPOSED SPLASH DECK © EX I ST. I N-C-AROUND POOL ENERGY TABLE HABITABLE GROSS SPACE _ _ AREA j 6. PROPOSEID I/A OWTS STRUCTURAL DESIGN CHARTS j FIRST FLOOR AREA I,IgB S.F. 1,144 S.F. -- a -- �� o - _.�, .,..__.� :_.�. ,_..__:.__�_._..._ -_ HOEDOWN, ANCHOR BOLT ..., . ,.. _. ., .� n_ . , ,-...�� SECOND FLOOR AREA iil 1,156 S.F. 1,251 S.F. / _ STRAPPING, & NAILING DETAILS U AREA TOTALS j 2,354 S.F. ��:2, a5 sr FASTENING SCHEDULE PROPOSED PROPOSED - HABITABLE OR055 -QQ�{-,QQ FRAMING GRAPHICS -I-J LOT COVERAGE r ' - - ""� '~-« SPACE AREA :r . . S.F. F - ERNS -{- - FIRST FLOOR AREA 3,333.4 3,333.4�5. BEAM CONNECTION PATTERNS SouTHoLD TOWN GODS 280 4--- - --- --------------------------� FIREBLOCKING DETAILS ! SECOND FLOOR AREA j 1,521.2 S.F. 1,658.3 S.F. DESGRIP 10 -- Av .; K -- -- -�- T N (FOOTPRINT) AREA COVERAGE U s o LOT AREA TOTALS 4861 S.F. 4,ag2 S.F. �, A- 10 1 .00 PROPOSED DEMOLITION PLANS TOTAL LOT AREA 40,000.3a S.F. 1� TOTAL BEDROOM COUNT 3 5 „ �.: �: F • , �s`- ---_ EXISTING 2 STORY HOUSE 4 OAR. 1,144 S.F. 4.4•y �) o - ' = MODIFIED DECK PROPOSED FOUNDATION PLAN W'.p., BACK z_z_ ---•_ _- = 144 S F O • FURGANDY ,`,,. + ----_-- . a ' REQUIRED SETSAGKS MAIN SUILDINC _ __- - -- -- - (� Rr = n SOUTHOLD TOWN GODS 280 124 EXISTING SHED ab S.F. 0.2`� ----- - - --- --- MODIFIED FRONT PORCH I10 S.F. 0.5% s I REGtUIRED EXIST. PROPOSED COMPLIES II EXISTING IN-GROUND POOL III 800 S.F. 2.0� �_ I Q�.00 PROPOSED FIRST FLOOR PLAN SUBJECT F'ROF'ERTY i F j - ------1 - PROPOSED SPLASH DECK 120 S.F. 0.5% YES D GARAGE» 50.0 51.2 50.3 PROPOSE R FRONT YARD 538 S.F. 1.5% Hr I c "f PROPOSED PORCHES 121 S.P. 0.3% t rm f n f SIDE YARD 20.0' - 35.8' I�- -- 20.6' YE5 - --- - - Y --- - -- -- -- - - PROPOSED BREEZEWAY '70.0 S.F. I 0.2% , - I O�.00 PROPOSED SECOND FLOOR PLAN r , BOTH 51DE YARDS 40.0' 81.8' 4�1.1' YES PROPOSED ADDITIONS- - 158Q S.F. 4.090 �� i ` - ---- - - PROPOSED STOOP Q6 S.F. O. r 5 - - I 2� j � REAR YARD 60.0 65.3 60.4 YE r - I �_-_-_----- --_-. PROPOSED BASEMENT ENTRY � 60 S.F_- 0.1% I --- PROPOSED DETACHED GARAGE A- i OJ .00 PROPOSED ROOF PLAN SOUTHOLD TOWN GODS 280-207 (A)(1) ;j (AGGE55ORY) SEPARATE 864 S.F. 2.2% •. Y - - -- --- --- -- -- ------- -- - - -- ALLOWABLE - II' TOTAL --- APPLICATION LOT SIZE / AREA IN40,001.0 S.F;� I.O S.F. GFA I GFA TOTAL AREA OF ALL STRUCTURES 6360 S.F. 15.as� - _. EXCESS OF 40,000 _ I - r ALLONA OF EXCES5ELOT AREA 5� 5,100.0 5.F. 0.I S.F. 5,100.1 S.F. 41CIC11.1 S.F. �� _ "MAXIMUM LOT COVERAGE ALLOWED - 2O4 LOCATION MA'I= -2O I ,QQ PROPOSED EXTERIOR ELEVATIONS i OVER 40,000 ` / SCALE: NTS \ \ FEBRUARY 02,2025 - \ RESIDENTIAL VACANT LAND \ RESIDENTIAL VACANT LAND TEST HOLE DATA - QQ PROPOSED EXTERIOR ELEVATIONS / � 202 . (RECREATION rE OPEN SPACE) _ (RECREATION $ OPEN SPADE) MGDONALD 6EOSERVIGES FOB 1258, T. IRRIGATION EXIST. 1'-HIGH EL.=46.46' SOUTHOLD,NY IIm1 GON OL VALVE DEER FENCE (631)-165-36Ti 415.44' RELOCATE EXIST. ------- S; io OL DARK BROWN LOAM -�jQ I ,®O BUILDING SECTIONS o / S, EXIST. WELL \ �( LINE------ MODIFIED 1'-HIGH DEER O i� wA�E\2 SUPP_L__ PROP. PATIO ® GRADE FENCE AS SHOWN \p` °yi ML BRo�w SILT - BX15T-- Ij ry SPLASH (TREX DECKING) M\N• '11 q ,� �.a - o - - DECK - -- _ -- 36.0 sM BRom SILTY v PROP. 1.5-STORY 5AI1D SF </ EXIST. 8'xl2' SHED \ \_ PROP. GATE a! 50 - GARAGE ON SLAB NF -�-0 1 .00 DESIGN DETAILS I �Mi Eck of Iw/ WD. PLATFORM �� S'iA, SF�RoM (DRY BLDG) EXIST. :t AC �� OG T O � i \ p 4,pr Act �j 20'x40' O EXIST. POOL (0 BEDROOMS) Ory ❑ i �v A� \ Rr�444�S7o \ MO IFIED IN-GROUND EQUIP. w/ PROP. PROP. SLAB EL.=44.5' / `0 WSJ it / PATIO,� GRADE POOL 5CREENING (FILED SEPARATELY) i \ ` PROP. Y /RELOGATED -- o \ STOOP (TREX DECKING) PROP FENCE , ,/ PALE BROWN DESIGN DETAILS \ j� / I I-STORY BASEMENT Q i �J / FINE To MEDIUM �` SAND PROJECT: p -. ADDITION ® 5TAIR �f' �� /� EXIST. 0 '7"i� ell CANTILEVER REMOVE r OQ \f �9 9 c /� A' c � 14.0' 24.51 EXIST. 5HED_�1 Qg11 U' ��¢�� PROP. DRIVEWAY / _- SA YTIS ,yo, �c' REAR �,{;• .Q�J �ti EXTENSION oo -4OB.00 DESIGN DETAILS - I - --- ^- 'Q ADDITION EXIST. 1'-FfiGH \ t - - - �- - MODIFIED. 26.5 PROP. L--_ i ��i 0 � � ♦ j 20.0'/ �/�/, ������ ROOF O.H. Q¢0� In WD. DECK �n PROP. 2-STRY. DEER FENCE J - ` \ \ j 21.6' 1- \\`I3.8'\� ADDITION .1 , ;\, ,/ i/ v�• ��` ��01 -- ♦ - / - / 20.0/ S, COMMENTS. No GROUNDWATER 25.6' u� n? j////// i' �ti Q�p C� / ENCOUNTERED. -- s / PROP. ',,'D •�, ! 0 \. , \ _ i - EXIST. 2-STORY kV. FR. O / , I.5-STORY -� �° �� nkc: 1 - PROPOSED STRUCTURAL PLANS 465 BURGUNDY COURT ` O� PROP. / - j 10.0 5 ,�S po_c � I,LOT 13 � ` �c �_� �� 1-STORY m DWELLING w/ BASEMENT �� �_ WD. FR. O = P' 51TE LAYOUT NOTES: SOUTHOLD NY 11971 m/ADDITION 16.0// (6 BEDROOMS) q.5' GAR. ON r �,_ ' \ DWELLING w/ ♦ \ IPR0.1fl0 IN j O N I. TH15 IS AN ARCHITECTS SITE PLAN 8 IS PRIVATE WELL 'T yl / MIN. j O P.F. EL.=48.44 �� ' SLAB. 10, 11P p i (�/ 5UBJEGT TO VERIFICATION BY A LICENSED ��� j /L i1 p O' O.F. EL.=45.1' MIN L2 REMOVE EXIST. CURB 4 V► SURVEYOR. THE INFORMATION -�� RELOCATE EXIST. `,� \ / � EhTEND NEW BELGIAN REPRESENTED ON THIS SITE PLAN IS TO - DRAWING TITLE: -- p �� LJLJI� _ 41.2 _ `t �- ___-- /20.0 i / BLOCK CURB AS SHOWN THE ARCHITECT'S BEST OF KNOWLEDGE. �J- I O2 PROPOSED STRUCTURAL PLANS \ o Q b'-HIGH METAL �♦ I �20.0'�`" AG - CZ7,c PROJECT LOCATION &SCOPE FENCE AS SHOWN �pR �� �t 21 5' PROP. o 2. SURVEY INFORMATION WAS OBTAINED \ 0 le � I I _ _ _ ROOF O.H. Z s, ,/ � FROM A SURVEY DATED FEBRUARY 5, SITE PLAN & ZONING DATA 2025, MOST RECENTLY REVISED ON ,�.z ♦ �\ I �f1-CN I , -l-� -_-- _ � I �-;-' � �� MARCH 3, 2023, AND PREPARED BY: EXIST. \ J �� �O�P2O�I� I� 1 / r - I_ \ �XIST. 0 WELL / ♦ \\ , � I ii iEXIST MA5. WALE ASPHALT �0 PROPOSED STRUCTURAL PLANS DRIVEWAY D�°� JA50N D. LEAD INGHAM S- O .00 i 0 W ��11 N.Y.S. LAND SURVEYOR LIc. #050'136 ' I t Q I jjz,� i 5CALIGE LAND SURVEYING PAGE. RE-ROUTE EXIST. WATER I `�� I .I EL.=42.68 I SOUTH BAY AVE. SUPPLY LINE AS SHOWN ♦ ,' 0- 'J - ISLIP, NY 11151 REMOVE PORTION OF EXIST. �� to •►'` TELEPHONE: (Q84) 240-7 1�1Q �- I O�.00 ---- ----- ---- ---- _ sF�&q�Fo�, WATER S5UPPLY LINE HOWN AS PER RVEY ♦ ` HOLE to `� I w / /�O tu EXIST. BELGIAN BLOCK CURBS MJSLANDSURVEY.GOM PROPOSED STRUCTURAL PLANS moo �FR' Qj� SITE PLAN HATCH KEY: �<< ♦ OIL I /-PROF. I/A OWTS 8 (� �" I ♦ �i0 ,�� % LEACHING POOLS � PROPOSED BUILDING ADDITION - __- _ DATE: 09/25/23 1 OF 20 \` PROPOSED SPLASH DECK O I .00 PLUMBING RISER DIAGRAMS �,� �♦ i o GAS RISER DIAGRAM -55.0 '\ �3 ♦ /- FX� /ry SEPTIC fi EL.- 6.03 ,4p Sri �� SYSTEM DRAINAGE SYSTEM CALCULATIONS: -- - --- REDA� \ '�/ \ ti LOT 15 PROPOSED NEW IMPERVIOUS ROOF COVERAGE = 2302 S.F. � C�,� _.�I �: c=� Q I R�� DWELLING w/ _ I EL.=46S5' PRIVATE WELL >I50' 2,502 S.F, x 2 RAINFALL EVENT = 5e 351 CU. FT. STORAGE REQ.D I / / ((� � 1 EXIST. SEPTIC FROM SUBJECT (1) 8(P x 4 DEEP DRYWELL PROVIDES 165.88 CU. FT. STORAGE L:�\:? SYSTEM ' (2) 8'cD x 3' DEEP DRYWELL PROVIDES 253.32 GU. FT. STORAGE .� ll Ii U U N D Y PROPERY LINES TOTAL = 422.2 GU. FT. 5TORA6E PROVIDED / SEP 2 7 2023 COURT Ex15T. DRAINAGE SYSTEM INSTALLATION NOTES: N ,'= --- `I UTILITIES A MINIMUM OF 10' SEPARATION IS REQUIRED BETWEEN DRYWELL5 4 - 0 .,4 'a QZ. BOX o a .° a UNDERGROUND UTILITY LINES SEPTIC ���. 7 L---� / � ' 1 WATER SERVICE LINE, � _ y EDGE OF ALL FOUNDATION WCOMPONENTS, LEACHINC, DS, SEWER COMPONENTS AND THE " .- 0 51 TIE PLAIT 6 A MINIMUM OF 5' SEPARATION IS REQUIRED BETWEEN DRYWELLS $ CONCRETE SLABS AND PROPERTY LINES SCALE: 1" = 20'-0" 6 CONNECT ALL GUTTER LEADERS TO NEAREST DRYWELL • SEE ALSO DETAIL 21/A-403 --- ------ - -- 3�3R � T ONS ----- --_ -- �. IF ____ - ---- -- - NOTF_S 4 Si=EG I f I GA71 Ot1S CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION. CONCRETE, AND MASONRY � a- IT IS THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDER I. ALL LUMBER SHALL BE DOUGLA5 FIR LARCH #2 4 BETTER (Fb = 515) UNLE55 THE PROVISIONS OF THI5 STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT -- Q OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK B_IN6 PERFORMED AND SHALL COORDINATE THE T0IT IS THE CALL TIMES. IT IS ALSO THE GOTO KEE THIS RESPONSIBILITY TO READ ALL NOTES, OTHERWISE NOTED. PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING SUB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF BD. 1�OARD �LINSUL. �i INSULATION Q SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRICK TO WORK _____ ______ __ ___ _ __ 2. ALL LUMBER IN CRAWL SPACES TO BE 15" ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TE5TIN6 BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR BFE BASE FLOOD ELEVATION INT. INTERIOR -1 w 8" MIN. FOUNDATION EXPOSURE. GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED 501E I � --- -- j w GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT BLD6. 1f BUILDING K �'KIPS (1000 LBS) -� I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE --- PROVIDE SILL SEAL/INSULATION. 5IZE OF SILL TO BE (2) 2"x6", UNLESS (1) 2"xb" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TON/5Q. FT., U.O.N. - _ - APPLICABLE BUILDING DEPARTMENT. IS NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXI5TIN6 STRUCTURE. COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT,AS MANU. SPEG.'s MANUFACTURER'S SPECIFICATIONS BM BEAM � 1 :. N 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. APPLICABLE AS A DERIVED WORK). 4. FOTING5 TO REST A MIN. OF 4'-O" BELOW CRAVE, UNLESS I- - - Q ++ In ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING 4• AT FLUSH FRAMING USE Ib GAGE METAL JOISTS HANGERS BY "TEGO" OR OTHERWISE NOTED B•O• __ I�OTTOM OF �;MAX. MAXIMUM _ C R EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, CLUED LAMINATED TIMBER, BOT. I BOTTOM � MEGH. 1 MEGHANIGAL _ V_ Q STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED CONCRETE OF 5IZE 5HOWN ON DRAWIN65, U.O.N. - -_--_______ �I _ ___ ____-_________j _ T' Q 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENIN65 IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND _OGAL GORES PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING b. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS B.O.W. BOTTOM OF WALL MIN. MINIMUM - Q AND AUTHORITIES HAVING JURISDICTION. FLOORS, ROOFS, AND WALLS. NO 15 IN PLACE. --- -- `_-------__-_ - ----- -- �� _ -__ --_____ w }- b. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, - NAVD88 NORTH AMERIGAN VERTICAL DATUM OF IQ88 L_ N I TIL 151 TIER OF 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY -- - _ U.O.N. RULES LUMBER.TALL WOOD MEMBERS USED FOR LOAD BEARING PURPOSES 'F�FOOTINGS TO B RAOUIRED CONCRETE OF SIZE SHOWN ON DRAWINGS. COL. COLUMN �� - ____ ==1 0 Z �_ G.J. GEILIN6 JOIST - ---- -------- OF THE OWNER/BUILDER INGLUDIN6 END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED LNYG BG KNEW YORK CITY BUILDING CODE 0- 'p _N -=-_ _--- --- -- ___ _ __ _ lie __ _ _________ 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS 7• ALL BEAMS, 61RDER5, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE GRADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY 8. ALL OPENINGS FOR BEAM POCKETS,UTILITIES, ETC. TO BE FILLED GONT. CONTINUOUS O.G. ]'ON CENTER > , x0 U SHALL BE CLARIFIED WITH THE ARCHITECT/ENOINEER BEFORE PROCEEDING WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE SOLID WITH CONCRETE. ------ --_ - - - - ----- -� - C Q CO -N Cfl -------------- 5. MIN. HEADER TO BE (2) 2NIO" UNLESS OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE DBL. ,DOUBLE OGG. OCCUPANCY �' WITH THE WORK. 6RADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PACE G-005. O •- --- - __- �- - - _ _ q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE �-•i 9 N • 4a -- 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL 5Y5TEM SHALL BE MADE DFE DESIGN FLOOD ELEVATION LPBFE -J PRELIMINARY BASE FLOOD ELEVATION J C I O C REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-ell. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 ___ __ __ _ UNLESS APPROVED BY THE ARGHITEGT/ENOINEER. P T DAYS OF 4,000 P.S.I., U.O.N. i Q 0 * � O DIM. DIMENSION - - - _ - _ P. GONG. 1 POURED CONCRETE "i. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS 10. ALL EXTERIOR 5HEATHIN6 SHALL BE NAILED AS PER FASTENING 50HEDULE 1.2. GLUED LAMINATED TIMBERS: CLUED LAMINATED TIMBERS SHALL MEET -_____ __ _- � n THE PROVISIONS OF ANSI/ALTC A I q0.1 STRUCTURAL CLUED LAMINATED 11. GONG. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH - ------ --- W BEFORE THE START OF FRAMING ON PAGE 6-003. GENERALLY, SHEATHING IS OF 1/2 THICKNESS ON WALLS AND LD--i DECK JOISTS 1!PL. PLAT I i ROOF AND IS OF GDX CRAVE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER - - __-__ - - _ l FOR ADDITIONAL NAILING OR DIFFERENT NAILIN6 REQUIREMENTS WHEN - --- 5. DRY WELL5 AS REQUIRED BY STATE AND LOCAL CODES. 1.5. PREFABRICATED WOOD I-JO15T5: A55EMBLIE5 USING PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. EA• LEACH PLYWD. PLYWOOD -J, APPLICABLE. WOOD I-JOISTS SHALL MEET THE PROVISIONS OF A5TM D5055 r =- - __ -- _ 7-___,-- - -- - - q. DO NOT SCALE DRAWIN65, WRITTEN DIMENSIONS TAKE PRECEDENCE STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 15. BRICK VENEER TO BE ANCHORED WITH CORROSION RE51STANT TIES - ELEV. ELEVATION P.T. I PRESSURE TREATED D 11. SUB FLOORING, GENERALLY, TO BE OF 5/4" THICKNESS AND OF GDX GRADE. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS (U WALL TIE PER (3) SQ. FT. ---- _--- - - =- 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, NAILING AS PER FASTENING SCHEDULE ON PACE 6-003 AND GLUED, U.O.N. EQUIP. �QUIPMENT REQ'D 1i REQUIRED -�� DOCUMENT, THE 60VERNIN6 BUILDING CODE AND ANY ADDITIONAL CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, -- - - ---- _ __ - 12. EXTERIOR SHEATHING TO BE COVERED WITH TYVEK HOUSE WRAP OR EXIST. EXISTING RI RISER - ----------------- II. THESE SET OF DRAWIN65 ARE THE PROPERTY OF ANTHONY PORTILLO, RA APPROVED EQUAL. EVALUATION REPORT. MAX. 32'-O" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. r AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN EXT. EXTERIOR RM. ROOM 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIOHT5 AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES 15. APPLY (I) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. ^ ` n/"1 PERMISSION FROM THE ARCHITECT. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2" ABOVE FINISH GRADE. - -- - - --- -"-- W I I I UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHIN6. - --- --- A5TM P5456 STANDARD SPECIFICATION FOR EVALUATION OF F.A.I. FRESH AIR INTAKE R.R. ROOF RAFTER 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND IS ------ ------- ---I- ��_ ___ _ �� -- - ---- - __- -_ 1 RESPONSIBLE FOR DESIGN INTENT ONLY. E PROVIDE " GROSS BRAYING AT JOISTS, STUDS,AND RAFTERS WHEN SPANS FAR FLOOR AREA RATIO STL. STEEL I6. NO CONCRETE OR MASONRY WORK IS TO BE PERFORMED IN TEMPERATURES � -- EXCEED 8'-O" AND AT EVERY 8'-O". GOVERNING BUILDING GODS, AND ANY ADDITIONAL REQUIREMENTS AS OF 40 F AND FALLING, UNLE55 APPROVED BY ARGHITEGT/ENCINEER. NO --_ -- _ f - ��- _ _ - * __ _ SET FORTH IN THE MANUFACTURERS CODE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. F OCCUPANCY. �� 15, THE CONTRACTOR SHALL OBTAIN CERTIFICATE O 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PACE I + LF.A.V.- LFRESH AIR VENT - - - SI Y. I�SMART VENT _---_ (�1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED 1'f, NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY FF FINISHED FLOOR TBD TO BE DETERMINED y 14. THE T THE COMPLETION SHALL KEEP PRE:M15E5 REASONABLY GLEAN AT ALL 0-004. WOOD TRUSSES SHALL MEET THE PROVISIONS OF THI5 DOCUMENT, THE ARCHITECT/ ENGINEER. : TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL GOVERNING BUILDING GORE, AND ANY ADDITIONAL REQUIREMENTS AS � r l - - - -- ----.- --- ---- -------- ---- _ - V RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN GLASS AND LEAVE WORK I6. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE 18. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND FF ELEV. FIRST FLOOR ELEVATION TEMP 6L. if TEMPERED GLA55 BROOM GLEAN. NECESSARY. CONNECTED WOOD TRUSS CONSTRUCTION, THE TRU55 DESIGN DRAWINGS, WHERE EVER APPLICABLE. 1 - " - -_�� - - ------ 15. THE CONTRACTOR SHALL CARRY WORKMAN'5 COMPENSATION AND GENERAL 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 6-003. OR THE MANUFACTURER'S CODE EVALUATION REPORT. I P.J. FLOOR JOISTS -��. THICK Iq. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTIN65 ARE TO BE A - -- ___° - LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES I8. AT "WET WALL" PARALLEL TO J015TS FRAME DOUBLE JOIST AS PER CODE. I.6. 6YP5UM: 6YP5UM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. 10" DEEP PROJEGTINC b" ON EACH SIDE OF THE FOUNDATION WALL. FOUND. ]FOUNDATION �I T.O.W. 1 TOP OF WALL AND ORDINANCES. MEET THE PROVISIONS OF ASTM 036 SPECIFICATION FOR GYPSUM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTIN6. ALL 4" THICK ----_ ------ -- ---- ----- ---------- - ----- - --- - -----_- � Q ° - 6ENERALLY, SEPARATE DOUBLE J015T THE THICKNESS OF WALL ABOVE. SUB WALLBOARD, ASTM G3"f SPECIFICATION FOR 6YP5UM LATH, OR ASTM G'iq CONCRETE SLABS TO HAVE bxb 10/10 WELDED WIRE REINFORCING. FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION Tr TREAD 1 (n 16. THE CONTRACTOR SHOULD FULLY EUARANTEE HIS WORI: AND THE WORK OF FLOOR SHALL NEVER EXCEED A ib" SPAN. SPECIFICATION FOR GYPSUM SHEATHING BOARD. }-_-___- -_--�� -------- �L---- --- - v , THE 5UB-CONTRAGTOR5 FOR A PERI0:7 OF AT LEAST ONE:, YEAR AFTER -- __ _._ COMPLETION OF PROJECT. la. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING 20. FOR SECOND STORY ADDITIONS,EXIST. FOUNDATIONS ARE TO BE VERIFIED FR. FRAME 1 TYP. TYPICAL AS L-1. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN SOLID 4 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 5" ' - --- - - --- -_- - ____ -___- -----_-_ - n (D I'1. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, 20 PPRT P5 EG�IES PRESSURE PRESERVATIVELY TREATED LUMBER IN �_ _- - - U.D.N. 1�UNLESS OTHERWISE NOTED -� MEET THE PROVISIONS OF ANSI/AHA A135.4 BASIC HARDBOARD OF DEEP 4 3-O BELOW GRADE. FRPR. FIREPROOF ARCHITECT/ENOINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND ANSI/AHA AL35.6 HARDBOARD SIDING. ---- AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INGLUDIN6 ACCORDANCE w/ AWPA G22; WHERE DRILLING AND/OR GUTTING OCCURS, FIELD FTC. FOOTING VERT. VERTICAL ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER L8 STRUCTURAL PANELS: GLA55 WINDOWS AND DOORS __ - -__.__._._-__ - - ---- _--___ -- THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) METAL BY REPEATED BRUSHING,DIPPING, OR SOAKING UNTIL THE WOOD I. ALL GLA55 To BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. GYP. BD. GYPSUM BOARD I V.I.F. VERIFY IN FIELD L8.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL --,,- - ---__-_ -- _-____-.. IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE 2. GLA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER H.D. I�HOLD DOWN W/ WITH INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK CONTRACTOR 15 TO INSTALL HARDWARE THAT IS SPECIFIED BY P.T. LUMBER VOLUNTARY PRODUCT STANDARD I (PS U CONSTRUCTION AND CLEARANCES ARE PROVIDED. MANUFACTURER SUCH A5: HANGERS, NAILS, SCREWS,FLASf IIN6, ANCHOR BOLTS, -- - - - Q ITSELF INGLUDIN6 THE L055 OR USE RESULTING THEREFROM). (B) I5 CAUSED IN ETC. FOR LOCATIONS SUCH A5: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY HDR - -� HEADER WD. WOOD WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE ETC. ANY REFERENCES C G S: ARE E REPEALED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR 3. ALL SLIDING GLASS DOORS, SKYLIGHTS, AND ANY GLA55 UNIT INSTALLED - - _ --------- GONTRAGTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE WITHIN IS" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED CLASS, HNOR HANGER ZR ZONING RESOLUTION EMPLOYED BY ANY OF THEM, OR ANYONE FOR WH05E ACTS ANY OF THEM MAY I ____._ BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. UNLESS OTHERWISE NOTED. --- ----- __-- - -_ PARTY INDEMNIFIED HEREUNDER. A. WEYERHAEU5ER TRU5 JOIST 2.OE MIGROLLAM LVL HOR. HORIZONTAL B. 6EORGIA PACIFIC 2.OE 6-P LAM LVL 1.8.2. ORIENTED-STRAND BOARD (OSB), WAFERBOARD ORIENTED-STRAND 4. ALL CLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH -- - __-- . --.-___-__ - -. . ___ ___ ___ -.____ -__.- _ _-_---.---= ---- - - 15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 P5L (PARALLEL STRAND LUMBER) DENOTES: BOARD OR HAFERBOARD USED IN STRUCTURAL IONS SHALL MEET MANUFACTURER'S SPECIFICATIONS. - BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING A. WEYERHAEU5ER TRUS JOIST 2.2E PARALLAM P5L THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY I i II��I V I� T I o �� Y O �� �� OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED 13Y THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. SPEG.'s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT S. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW CORK STATE I /Q\ TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWIN65, SPECIFICATIONS, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR ENERGY CONSERVATION CONSTRUCTION CODE. APPLICABLE GORES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWIN65 22. I-JO15T FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. -_ AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, 6. PROVIDE FLASHING PANS UNITLNP H ALL SLIDING GLA55 DOORS, WINDOWS, . -. AUTHORIZATION OF THE ARCHITECT/ENOINEER. AND ANY ADDITIONAL REQUIREMENT5 SET FORTH IN THE MANUFACTURER'S 1.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL ANY OTHER TYPE OF GLA55 UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. GORE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A205.1 AND ANY COMPONENT I PROPOSED DE51 O N Ij CODE PRESGRI PTI YE VALUE $ COMPLIES Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS REQUIREMENTS AS SET FORTH IN THE MANUFACTURERS CODE 1. ALL EXTERIOR DOORS ARE TO BE D WEATHERE 5TRIPPED AND PROVIDE ALL VALUE C17A7ION (PER 2020 NYSEGOG) NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. PERTAINING ARE TO BE FIELD VERIFIED. NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.8.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS 8. ALL GLA55 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLA55 - - 20. CONTRACTOR TO REMOVE 4 RELOCATE AS REQUIRED ALL EXISTING WORK RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF AN51/AHA AI414.1 GELLUL0510 SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS, - -� - - U-VALUE = 0.25 ' MAX. U-VALUE = 0.32 WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR A5TM 0205 STANDARD SPECIFICATION FOR q ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR IS TO SUBSTITUTE WITH [FENESTRATION U-VALUE AIR LEAKAGE = 0.30 GFM/SF I MAX. AIR LEAKAGE = 0.50 GFM/5F [ YES I IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. I ANOTHER WINDOW MANUFACTURER, IT IS THE RESPONSIBILITY OF THE PER R402.4.3 4 TABLE R402.1.4 - CLIMATE ZONE 4 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. __ 1.8.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL 51DINO USED IN CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH --=-- J--_--_-__ - SPEGIFIGATIONS, UNLESS NOTED OTHEfZI^115E. 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE R-4q BATT INSULATION, OR R-4q i� CHARACTERISTICS ARE AS FOLLOWS BUT NOT LIMITED TO: DE516N PRESSURE, GEILIN6 R-VALUE SPRAY FOAM INSULATION WHEN ]MIN. R-VALUE = 4q 22. PROVIDE FIREBLOGKIN6 AS PER NEW PORK AGGE551BILITY STANDARDS, MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I � PER TABLE R402.1.2 - CLIMATE ZONE 4 YES THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (PS- 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL ROUGH OPENING, U-FACTOR, LIGHT AREA,VENT AREA, AND ECRE55 INSUFFICIENT ATTIC SPACE „ REQUIREMENTS. - ---- - --- -- --_-- ------- _:1L -- 23. PLEASE NOTE THAT THESE PLANS ,ARE PROTECTED AGAINST ANY HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS A5 SET FORTH IN APPLICABLE CODE EVALUATION � ;; _ -- UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS OF THE HOLE SHALL NOT BE CLOSER THAN 5/8 TO THE EDGE OF THE STUD. REPORTS. 2 THK. SPRAY FOAM INSULATION 10. WINDOWS IN TUB/5HOWEFR ENCLOSURES AND WITHIN STAIRWAYS SHALL BE EXTERIOR LL R-) WOOD (® R='7/INCH) w/ R-15 BATT MIN. R-VALUE = 20 (CAVITY) COPYRIGHT PROTECTION ACT OF Iggo (AWGPA), WHICH HAS SEVERE PENALTIES. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME CROSS-SECTION. TEMPERED GLASS. FRAME WALL R-VALUE PER TABLE R402.1.2 - CLIMATE ZONE 4 YES I 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL INSULATION (R-77 TOTAL) 25. FOR NEW WALLS, A PERFORATED 5HEARWALL SYSTEM IS USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.1. -- -- -- - - - - - - - -- ---- -- GENERAL WIND PROTECTION CONNECTION NOTES: CONTRACTORS ATTENTION IS DIRECTED TO THE APPLICABLE DETAILS, 11. EXTERIOR GLAZING SHALL BE PROTECTED FROM WIND50RNE DEBRIS. MIN R-VALUE = Iq �1, I ADAPTED FROM STANDARD FOR HURRICANE RE515TANT RESIDENTIAL NOTES, AND TABLES ON PA6E 6-003 4 6-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B I8.2.1 SQUARE AND GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE FLOOR R-VALUE R-50 BATT INSULATION YES to CONSTRUCTION;SSTD 10-qq AND 2018 5130 HIGH WIND EDITION WOOD FRAME MISSILE TEST OF ASTM Elggb AND ASTM EI886 A5 MODIFIED BY 2020 NY5 BG - - P2 PER TABLE R402.1.2 - CLIMATE ZONE 4 SPECIFIES THE REQ'D NAILING FOR THE SHEATHIN6 (ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). z CONSTRUCTION SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FA5TENIN6 SECTION 501.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET _________________1_ -- -- w I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, 5GHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAO SCREWS: LAC SCREWS OR LAG BOLTS SHALL COMPLY WITH ANSI/ THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR COMPLIANCE STATEMENT: 2 FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. 5HEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. 5PEC.'s). ASME 515.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). AN51/DASMA 115. TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN O 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. 12. AS AN ALTERNATIVE TO NOTE #11 ABOVE, WOOD STRUCTURAL PANELS WITH COMPLIANCE WITH THE 2020 NY5 ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4 [RE]. C.) 1- INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2506 OF IBC SHALL 2.2.3. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DESIGN A THICKNESS OF NOT LESS THAN a" AND A 51-AN OF NOT MORE THAN b' SHALL WOOD POSTING TO BE BLOCKED 50LID TO FOUND. WALL w/ END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION, BE PERMITTED AS 6LAZIN6 PROTECTION. PANELS SHALL BE PRECUT AND � 3. METAL PLATES, CONNECTORS, 5CREW5, BOLTS AND NAILS EXPOSED TREATED WOOD 4 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING GORE, AND ANY ADDITIONAL REQUIREMENTS ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL WALL w/ STEEL SHIMS 4 A MIN. 5/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. SECURE w/(2) 1/2" 0 ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE w EXIST. WALLS 4 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND R3012.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT Q 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" GAGE ARE SPECIFIED, MINIMUM ASTM A653, STRUCTURAL QUALITY, CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED p 5HEATHIN6 AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N.). GRADE 53 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL ON THE BUILDING. PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS HOWEVER, WHEN COLUMN OR POSTING IS PART OF THE LOAD PATH FOR USE ?"FEET THE REQUIREMENTS OF THE C70VERNINO BUILDING CODE AND ANY - ---- ---- - - - -- AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. IN A 5HEAIRWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S PLUMBING PROJECT: STANDARD SHEARWALL HARDWARE (w/ NOTED VALUES) 4 ANCHOR BOLTS, GORE EVALUATION REPORTS. I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DWV) T�tB�.-E R�JO1•7 CLIMATIC 4 GEOGRAPHIC DESIGN CRITERIA 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR 0= OPPOSING „ SYSTEMS TO NY5 PLUMBING GORE AND NY5 DEG REGULATIONS. c U.O.N. WITH TOP GAPS ® 5TEEL COLUMNS TO BE MIN.)'4 BENT PLATE 8 LONG 2.2.5. NAILS: NAILS SHALL COMPLY WITH ASTM F I66-1 STANDARD ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS - " --- '--- - SANTI RAFTERS EXCEPT WHERE COLLAR TIES OF I x6 OR 2 K4 LUMBER I5 w/6" RISE 4 w/ (2) s/4"O BOLT5 THROUGH CENTER LINE OF VERTICAL LEC75 SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. - GROUND SNOW LOAD ]I - �' LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF SET 6" DIST., U.O.N. - ADDITIONAL INFO. I5 FOUND ON PACE G-005. 25 LBS RAFTERS. 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES 3. ALL WATER PIPIN6 TO HAVE GLEAN OUTS AT ALL CHANCES IN DIRECTION ALLOWABLE I ADDITION SHALL MEET THE REQUIREMENT5 OF THE 60VERNIN6 BUILDING GORE AND AT BASE OF VERTICAL WASTE PIPES. STRUCTURAL MEMBER DEFLECTION BASIC WIND SPEED 150 MPH b. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE `---- ---- ----._.__--_----- EXPOSURE CATEGORY B MANUFACTURERS CODE EVALUATION REPORTS. 4. USE 4 CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT 115 PER '1. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 45" AND EVERY RAFTERS HAVING SLOPES GREATER THEN 5/12 L/I80 I6" WITHIN 4' OF EXTERIOR CORNERS. A 1. ALL SLOPEDF 227 ROOF NO SHINGLES SHALL BE OAF-GLA55-A ASPHALT ROOFING WOODSGREW5 (INCH SERES).COMPLY WITH AN51/A5ME B I8.6.1 W/ NO FINISHED GEILIN 5 GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLESS OTHERWISE NOTED: 6 ATTACHED TO RAFTERS SEISMIC DEVON CATEGORY B 465 BURGUNDY COURT 8. SILL PLATE TO FOUNDATION ANCHORAGE,SILL PLATE SHALL BE ANCHORED SHINGLES OR APPROVED EQUAL. - DISH WASHER.........................................211 TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER - KITCHEN SINK........................................2" INTERIOR WALLS 4 PARTITIONS H/150 WEATHERING SEVERE SOUTHOLD NY 11971 OF " AND 3"x3"x " WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 2. 5HINOLE5 SHALL BE APPLIED OVER 15# BUILDING FELT, UNLESS OTHERWISE MECHANICAL CONNECTIONS: - LAVATORY...............................................2" __ � PROVIDED WITHIN b TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE "SIMPSON" _ SHOWER/TUB..........................................2" FLOORS 4 PLASTERED GEILIN65 L/360 FROST LINE DEPTH 3'-Q" BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF "1" IN CONCRETE/MA5ONRY AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL I. ALL MEGHANIGAL. AN APPROVENECTIONS SPECIFIED O 81MPSON MAY BE TOILET........................................................5 FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS LINE. 4 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. ALL OTHER STRUCTURAL MEMBERS L/___ DRAWING TITLE: AND AT SPACING NOT EXCEEDING 4' ON CENTER. 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF BY "SIMPSON" MANUFACTURER. _ LAUNDRY .....................'..........................2" � -- - I - - - 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED FLOOR DRAIN...............I..........................3 TERMITE MODERATE '!TO HEAVY GENERAL NOTES CONSTRUCTION. 6. ALL SYSTEMS TO HAVE ONE 3 MAIN VENT STACK AND INCREASED TO 4" EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 ICE BARRIER REQUIRED YES CODES AND REFERENCE STANDARD: S 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES THROUGH ROOF. _ _ __ JJ ENERGY TABLE I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK 4. ROOFING IS TO BE APPLIED IN STRICT AGGOFZDANGE WITH MANUFACTURERS INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 SPECIFICATIONS. LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY 7. PROVIDE FROST-PROOF HOSE SIBS WITH EASILY ACCESSIBLE DRAIN 4 STRUCTURAL DESIGN CHARTS NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK 5• NAILING OF ROOFING SHALL BE TO GORE. LOADING VALUES ARE LESS THAN WHAT 15 SPECIFIED BY "SIMPSON" DRAIN COCKS AS REQ'D. H05E 5155 SHALL BE PROVIDED WITH BAGKFLOW STATE ENERGY CONSERVATION CONSTRUCTION CODE. PROTECTION. EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 6. CORROSION RESISTANT II GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED - ---- - -- - -_----- -- ---- 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING,, CONNECTIONS OF PERMITTED b. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED ________ -- ------------ _----- HOOD FRAMING, AND CONNECTION TO FOUNDATION - 2018 WOOD FRAME 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER WITH BACK FLOW PROTECTION. PAGE: CONSTRUCTION MANUAL BY THE AMERIGAN FOREST 4 PAPER ASSOCIATION -1, PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. STRUCTURAL DESIGN LOADS (AF4PA) AMERIGAN WOOD COUNCIL (AWL). 2:12 PITCHES TO 4:12 PITCHES q. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL j b. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER HEALTH DEPARTMENT STANDARDS AND REGULATION5. ---------.�.------------------------.--------.____ _ __ _ 10. APPROVAL AND INSPECTION I5 REQUIRED BY LOCAL JURISDICTION PRIOR - USE 11 LIVE LOAD DEAD LOAD % 00 - ■ - 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE 6. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF SPECIFICATIONS OF THE PRODUCT BEING INSTALLED s PLUMBING GORE. 00"k 0 THE SEALANT TO UPLIFT FORGES USING ASTM D 6551. "F. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY TO CONGEALMENT OF PLUMBING. _____________-_ 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE ARCHITECT EXTERIOR BALCONIES 40 sf 15 psf MECHANICAL CODE AND 2020 NEW YORK STATE FUEL GAS CODE. 11. NOTCHIN6 AND BORING OF STUDS,JOISTS, RAFTERS A5 PER BUILDING CODE. P 5. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED 5. ALL ELECTRICAL WORK SHALL CON'=ORM TO 201-1 NATIONAL ELECTRIC HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED NOR ANY POTENTIAL DAMAGE THEREOF. DECKS 40 psf 15 psf DATE: 09/25/23 2 OF 20 CODE, NFPA-TO AND 2020 NEW YORK STATE ENERGY CONSERVATION 6YP5UM WALL BOARD BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. CONSTRUCTION CODE. I. 6YP5UM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT 12. PER NYS PG 425.4, A 4"x3"' CLOSET BEND SHALL BE AN ACCEPTABLE PASSANOER VEHICLE GARAGES 50 psf AS PER PLAN COMPOUND METHOD. INSULATION WATER CLOSET CONNECTION. WHERE A 3" BEND 15 UTILIZED, A 4"x3" FLANGE - _ __ I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED W SHALL BE INSTALLED TO RECEIVE THE FIXTURE HORN. WITH FOIL FACED „ 2. ALL 6YP5UM BOARD SHALL BE 1/2" ON WALLS AND GEILIN6, UNLESS FIBERCLA55 BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. ATTICS WITHOUT STORAGE (MAX CLEAR HOT < 42) 10 psf 15 psf OTHERWISE NOTED. WATER RESISTANT (W.R) AT BATHROOMS AND WHERE FOIL TO BE PLACED TOWARD WARM SIDE. ELECTRICAL: - - e' I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM DEEMED APPLICABLE. ATTICS WITH STORAGE (MAX CLEAR HOT > 42'9 20 psf 15 sf ii f^ �'°? TO 2017 NATIONAL ELECTRIC GODS,NFPA "10 AND 2020 NEW CORK STATE p p n`� ,rP- '` SITE WORK 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION t �� 0/�, ENERGY CONSERVATION CONSTRUCTION CODE. �` e""`":" �,r., I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR 3. 5/8', ONE HOUR RATED, TYPE X GYPSUM BOARD ON GEILIN6 AND WALLS WALLS FROM 6 BELOW GRADE TO 24 BELOW CRAVE IF DESIRED BY `O ..r--J 1- �_'-'�.,,°, ROOMS OTHER THAN SLEEPIN6 ROOMS 40 psf 15 psf `'.1 4; 0.` 4. :� �� (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE p p /c) r•• -- 2. VERIFY ALL GIVEN DATA ON DRAWIN65. IF THERE 15 A DISCREPANCY, IN EACH DIRECTION BEYOND THE UNIT(S). ALSO AT HEAT PRODUCING FOUNDATION WATERPROOFING. 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON - ---------- - ---- �-,, fi �. _.A � r_ i !k k F. n RECEIVE CLARIFICATION FROM ARGHITEGT/ENCINEER PRIOR TO PROCEEDING. EQUIPMENT CONCRETE FLOOR OR IF PLACED ON WOOD FRAME INSTALL COMPLETION OF WORK. SLEEPIN6 ROOMS 50 psf 15 psf 7 } ."!'' -,. p P u ;'11 CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. 5. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: --- - , �,. !; ',��':;' 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA "12: _ : ., �, 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWIN65. - q R-50 FOR FLAT GEILIN65 � 1 f STOCKPILE TOPSOIL OBTAINED FROM 5TRIPPIN6 DRIVEWAY AND BUILDING 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE - 5.25" R-300 FOR VAULTED AND CATHEDRAL GEILIN65 - GENERALLY,VERIFY OR PROVIDE HARD WIRED STAIRS 40 psf 15 psf �$ !•, �`Y�;_It SMOKE DETECTORS w/ BATTERY BACK-UP IN: - k r� =s SITE. STOCKPILE ALL EXCAVATED MATERIALS. TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS - 3.5" R-13 FOR 2"x4" WALL CONSTRUCTION i e., , TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION ''n�' "°J1'" `" 6UARDRAILS AND HANDRAILS 200 psf 15 psf y' , -,,V b.^-�"s a+� ..`/ 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE - 5.25" R-21 FOR FLOORS A. EACH SLEEPIN6 ROOM __ _ - ..., #, ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND C"�i�` �[�'•?''1`' B. OUTSIDE OF EACH SEPARATE SLEEPIN6 12 sf FOR ATTIC � '°' FOR IS BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. ALL OPENINGS. AREA IN THE IMMEDIATE VICINITY OF ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf p p I psf FOR LATH. 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. 6. FASTEN 6YP5UM BOARD AS PER FASTENING SCHEDULE ON PAGE 6-003. MEGHANIGAL, FUEL 6A5: THE BEDROOMS (GENERALLY THE HALLWAY) I. MECHANICAL AND FUEL OAS 5YSTEM5 SHALL COMPLY w/THE G. EVERY LEVEL OF DWELLING *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH NY5 MECHANICAL CODE AND FUEL 6A5 GORE (BASMENT, FIRST FLOOR, 4 SECOND FLOOR, ETC) ASGE 'l-I6 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES OL_1�OV�lN IO TA I L_S 7"rF 1 GAL. NA I L. I NO STRAFF I NO REOU I RE1� ENTS FOR - --- -- -- r FASTENIN ¢ DE NA LINNO FOR ETAL FRAMING STRAPS Q ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEG.'s;MANUFACTURER U F L- I F T, SHEAR, 4� LATERAL ,V�l I N D R E S I S T A N G E NOTE: THIS SCHEDULE DOES NO INCLUDE 0 SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 0-005 FOR STRAPPING AND NAILING REQUIREMENTS, W AND ROUGH OPENING FRAMING REQUIREMENTS) Lv ALL STRAPPING TO BE 4"x 20 5AU5E -- "SIMPSON" EQUIVALENT - G520 (COILED STRAP) -J1 0 ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE *U5E 106 NAILS IF 5TRAPPIN5 15 OVER PLYWOOD; TYP. FOR ALL (SCHEDULE A5 PER AWG 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 5.1) __ Q -,,,, N HOLDONN 'A' HOLDOWN 'B' FASTENER SPEC. FASTENER •c 0) CONNECTION A JJ�� //�� //��'' DESCRIPTION AND QUANTITY SPACING O'^ FOR NEW EXIST. NAIL. N(5 0 R I D --- ----- -- w �� W FOUNDATIONS ROOF I$ GE I L I NO FRAM I NC -° • o �ry 475 I.DIM's ARE ALL MIN.M's BASED ON USE OF ONLY A I6d COMMON NAIL w/o PRE50RED HOLES. L(7 Z •CI (5) 2x FULL (5) 2x FULL CORNER STUD _.,- - '" AT RAFTER TO RIDGE �ry 2 5.WOOD 15 ASSUMED TO BE D,F,62 d BTR. IN DRY USE -- - n- •0 r- w N ENDWALL RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE G-003 PER RAFTER HEIGHT 5TUD HEIGHT 5TUD ONNEGTEI7 TO R.R• 2 cv - X CORNER STUD GONNEGTION: CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER JOIST O u TRANSFER SHEAR CONNECTED TO 3.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL TRANSFER SHEAR I �N (Ev1DENT DURING INITIAL INSTALLATION)PREBORE THE NAIL CEILING J015T TO PARALLEL RAFTER (PAGE-NAIL) SEE PAGE 6-003 EACH LAP -�-+ FOR STRAP - 3 8 d COMMON . fin HOLES,SET NEW MEMBER. I O O •_ HOLDOWN ANCHOR ® 2-I6d COMMON . . O ♦' 2-I66 COMMON NAILS a EA. END OF STRAP. . . . — ++ ++ NAILS m 6" O.G. d LOCATIONS NOTED NAILS ® 6 O.G. 4 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED 0 „ ON PLANS 10" O.G. IF BLOCKED �,,_ • • • • CEILING JOIST LAPS OVER PARTITIONS (PAGE-NAIL) q-I6d COMMON EACH LAP O O.G. IF BLOCKED �` c CORNER POST FOR ROOF SLOPES UNDER 5:12 WITH J G.TI 5 �" 5.SEE SECTION 6 FOR ANY REO'T TO CLINCH THE NAILS(TO Q e— C O CORNER POST "`�� ROOF SPANS OF 24' OR GREATER, x TIGHTLY BOND THE END OF THE NAIL TO A q0° ANGLE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE 0-005 PER TIE n , GRAPHIC BELOW) "SIMPSON" HDaB �.,.. USE 4 ,mod COMMON NAILS ® � b. DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY HOLDOWN ANCHOR ® = EA. END OF STRAP FOR ROOF SECTION 12.4-PLACEMENT OF NAILS d SPIKES d TABLE BLOCKING TO RAFTER (TOE-NAIL) 2-5d COMMON EACH END LOCATIONS NOTED SLOPES OF 5:12 AND GREATER. GR 4-1. - ON PLANS RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END CONNECTION BI 1$ B2 AT RAFTER TO TOP PLATE TO 5TUD w �J ° — / WALL FRAM I NC CONNECTION: HOEDOWN INSTALLATION OPTIONS: . .-- 52 TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON 1 PER FOOT FOR NEW P. GONG. FOUND.s FOR STRAP - 3 8 d COMMON NAILS ® n 1 W HOLDOWN CAST IN PLACE w/"1/5"4> THREADED ROD a• • 1 EA. END O- STRAP: • • W " TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE • • sEE II WHEN IN TOWN OF ISLIP OR NAILING N I . • FOR EXIST, P. GONG OR NEWL GU D Y BRED FOU .s 'I/8"4> THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO • • NOTE I GEOMETRY EXCEEDS THAT PERMITTED IN ° ° I -I �I MAX. NAILING GRID ABOVE UTILIZE - • • STUD TO STUD (PAGE-NAIL) 2-I6d COMMON 24 O.G. •CONCRETE w/ 51MPSON SET(HIGH STRENGTH EPDXY ---- I, ADHESIVE), $ FOR TEMP.s O F-40 F USE "SIMPSON" AT SIMP50N # H2A (OR EQUAL) RAFTER TIE - -1I— (HIGH STRENGTH ACRYLIC ADHESIVE)) " `""�-.., HEADER TO HEADER (PAGE-NAIL) Ibd COMMON 16" O.G. ALONG EDGES FOR TOENAILING - 5 8 d COMMON NAILS FOR EXIST. /NEW G.M.U. (GONG. BLOCK) • TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD FILL TOP 2 COURSES SOLID R CAST IN PLACE HOLDOWN USE SAME • v w/'1/5"m THREADED ROD CONNECTION "--•--.. _ " FOR G.J. To R.R. - Q I& d COMMON NAILS BAND J015T, REOUIREMENT5 FOR "^--.." BOTTOM PLATE TO FLOOR JOIST, RAISED C.J.'s(WHEN - AT G.J. TO G.J. CONNECTION: ENDJo15T, or BLOCKING (FACE-NAIL) 2-I6d COMMON 1� PER FOOT APPLICABLE) FOR EA. PLATE TO STUD ABOVE $ OR BELOW HOLDOWN 'G' HOLDOWN 'D' _ _16_d COMMON NAILS FOR G.J. TO G.J. - q 16Cl COMMON NAILS FLOOR FRAM I NO ° r n �R NEW $ EXIST. FOR NEWLY POURED CONNECTION GI G2 JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-5d COMMON PER JO115T FOUNDATIONS FOUNDATION ® ONE STORY ONLY — • --- -- (3) 2x FULL ENDWALL BRIDGING TO JOIST (TOE-NAIL) 2-5d COMMON EACH END HEISFtT STUD CORNER STUD -- --- r CONNECTED TO BLOCKING TO J015T (TOE-NAIL) 2-Sd COMMON EACH END T TRANSFER SHEAR ° AT STUD TO FLOOR ASSEMBLY BLOCKING TO SILL or "SIMPSON" OR 0 (3) 2x FULL : G2 — - TO 5TUD CONNECTION: HOEDOWN ANCHOR ® 2-I6d COMMON HEIGHT STUD • I TOP PLATE (TOE-NAIL) 3-I6d COMMON EACH BLOCK LOCATIONS NOTED NAILS ® 6" O.G. +f ° ON PLANS 10" O.G. IF BLOCKED G I ""ram FOR STRAP - '� 8 d COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 5-I6d COMMON EACH Jc015T CORNER POST NAILS a EA. END OF STRAP j JOIST ON LEDGER TO BEAM (TOE-NAIL) 5-5d COMMON PER J0115T FOR EA. PLATE TO STUD ABOVE s OR 2-I6d c MMON ° I BELOW - 2 16 d COMMON NAILS NAILS ® O.G. BAND JOIST TO J015T (END-NAIL) 5-I6d COMMON PER JOI5T ° "., BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON I PER FOOT a r- - " ROOF SHEATHING d STRUCTURAL PANELS: Sd COMMON 6 EDGE / 12 FIELD INTERIOR ZONE " ° ^ 5LOC PERIMETER EDGE ZONES 5d COMMON 6" EDGE / 6" FIELD � 'SIMPSON 5T D14RJ GONNEGTI ON D I � D2 BLOCKING HOLDOWN INSTALLATION OPTIONS: ® EA.BAY GABLE ENDWALL RAKE OR RAKE TRUSS W/ 8d COMMON 4" O.G. UP TO q" RAKE OVERHANG FOR NEW P. GONG. FOUND.'s ,..••-^"'. --_- - - ------------------ --- HOLDOWN CAST IN PLACE w/7/8"� THREADED ROD • -" AT STUD TO FLOOR ASSEMBLY TO SILL GE I L I NO SHEATH I NO FOR EXIST. P. GONG, OR NEWLY GURRED FOUND.'s �/� • • 7/5"0 THREADED ROD (PRE:-DRILLED) EMBEDDED 12" INTO PLATE(5) CONNECTION: D2 -- --_-- - CONCRETE w/ "SIMP5ON" 5E'T(HIGH STRENGTH EPDXY ;7 I/2" MIN. --- GYPSUM WALLBOARD 5d COOLERS �"1" EDGE / 10" FIELD ADHESIVE), d FOR TEMP.'s O°F-40°F USE "51MPSON" AT CORNER FOR STRAP - 3 8 Cl COMMON NAILS a EA. (HIGH STRENGTH ACRYLIC ADHESIVE) ONE #4 REBAR ° END OF STRAP (WRAP STRAP UNDER SILL PL) SPECIFIED ON WALL SHEATH i NC FOR EXIST. /NEW G.M.U. (GONG. !3LOGK) TYP. FOUND. NOTE • FILL TOP 2 COURSES SOLID 8 CAST IN PLACE HOLDOWN o ° FOR EA. PLATE TO STUD ABOVE S OR BELOW - -- - -- STRUCTURAL PANELS - 8d COMMON 6" EDGE / 12" FIELD w/7/8"� THREADED ROD _� _I6_ d COMMON NAILS ;'� �; 11 ALTERNATE CONFIGURATION - ABOVE STUD TO III GYPSUM WALLBOARD �5d COOLERS '1" EDGE / 10" FIELD FLOOR CONNECTION w/ # LPT4 SIMPSON (OR ___..„....... STRAP w/0) __ � Z 8d NAILS® EA. END NAIL I N O/S TR A F F I N O@ N I N D O N/I�O O R HEADER 5TANDARD/ALTERNATE EQUAL) ® PLATFORM TO SILL PLATES -".., OF EA.STRAP TO 2 EA.JOIST-(FOR FLOOR SHEATH I NO (SUBFLOOR) 2 ALTERNNOTATION: SIMPSON H USE — _ 51MPSON H2.5A) - ----- - _- ---- � - -----_.--- U R GM TABLE 5.7 P. 18q •WHEN STRAPPING STRUCTURAL PANELS: A - NUMBER OF Sd NAILS ® EA. END OF STRAPPING (2018 WF L ), CONNECTION E I" or LE55: 86 COMMON 6" EDGE / 12" FIE L� REQUIRES OVER 14 NAILS,USE 51MP50N 0516 STRAPPING(OR EQUAL). _....--^'"""�� GREATER THAN I": IOd COMMON 6" EDGE / 121, FIELD "J J B - NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (2015 WFGM,TABLE 5.255,P. 2qi) .- - "" • -t- j G - NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER (2016 WFGM,TABLE 5.25G,P. 2q2; "� • ____ __ ____� ALTERNATE: AS PER TABLE 5.25D,P. 2q3) •� "" � • 1 - NAILINS REQUIREMENTS ARE BASED ON WALL 5HEATHIN6 NAILED 6" O.G. AT THE PANEL EDGE. w A ; D D - NUMBER OF I6d NAILS, END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER® EA. SIDE AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILINS 50HEDULE5 SHALL BE USED WHERE WALL 5HEATHIN5 NAILINS IS REDUCED, Q (2018 WFGM, TABLE 5.7,P. 18q) ° FOR EXAMPLE, IF WALL SHEATHING IS NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER PLATES) CONNECTION E - NUMBER OF JACK STUDS ® EA. END OF HEADER(2018 WFGM,TABLE 3.22F, P. 288) a o e a SHEAR GAPAGITIES, NAILINS REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR F - NUMBER OF I6d NAILS, END-NAILED THROUGH ADJACENT JACK 5TUD TO END OF SILL(5) ® EA. 51DE a ° ° SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: (DOES NOT APPLY To DOORS) (2018 WFGM, TABLE 5.8, P. 1qU ° a, a °� ° ° a 2 - WHEN WALL 5HEATHIN5 IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED To 1-I6D NAIL PER FOOT. FOR STRAP - 3 S d COMMON NAILS ® EA. a - FOR ROOF 5HEATHIN5 WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF INCLUDING 4' ON EACH _ FA5TEN I NO SCHEDULE B ae END OF STRAP (WRAP STRAP UNDER SILL PL) 51DE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE SANTIS ROUGH OPENING FRAMIN5 REQUIREMENT5 FOR WINDOW/DOOR OPENIN05 '""`^-". ° 9° FOR EA. PLATE TO STUD ABOVE OR BELOW - USED. ON ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 201b EDITIO """` ., a ° _2_ _1&_ d COMMON NAILS ADDITION NOTATION 51CNACE FOR 7RU55 TYPE PRE-ENGINEERED RdUGH A B G ° E F G WOOD AND/OR TIMBER CONS R T UGTION OPNG THE FOLLOWING 515NAGE SHALL BE AFFIXED TO THE ELECTRIC METER BOX ATTACHED 465 BURGUNDY COURT 2'-O" 3_ I I I I _ _I TO THE EXTERIOR OF STRUCTURE OR AFFIXED TO THE EXTERIOR WALL OF THE SOUTHOLD, NY 11971 J RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX OR 4'-0" 6 I 2 2 2 2 fi= G NO O TOE ATE CABLE ENDWALL A LOCATION LIKELY TO BE SEEN BY FIRST RESPONDERS WITH APPROVAL BY THE AUTHORITY HAVING JURISDICTION: S L_ I I L_ BRAG I NC/STRAPP I NC DRAWING TITLE: " 5 3 3 3 (B) PROVIDE URES SILL IPLATES(OF 2'L<6" (MIN.) ___--6-0- ---- � I �-- ! i -- ----- ------ __ __ __ _ _ _ FOR RAKES 12"OR HOLDOWN ANCHOR BOLT TOP PLATE --- --------- ----- --- BLOCKING 2 f r r BAYS BACK® LESS PROVIDE CONSTRUCTION TYPE DESIGNATION SHALL STRAPPING, & NAILING DETAILS 8'-0" 12 2 3 4 4 4 }— SPLICE —{ TOP PLATE SPLICE REQUIREMENTS <TO LOCKING• 12' O.C. /TOP PLATE SPLICE REQUIREMENTS 4'-0° O.G. AGHEIVE RAKE O.H. BE I II III IV OR V TO INDICATE FOR WIND - EXPOSURES 5$0 - FOR WIND - EXP05URE5 5$0 - l0'-O" 14 2 4 5 5 F, ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF THE CONSTRUCTION CLASSIFICATION OF FASTENING SCHEDULE --- -- --- - THE STRUCTURE UNDER SECTION 602 OF 12'-O" 16 2 5 6 6 6 J BUILDING MINIMUM SPLICE''�°` BUILDING MINIMUM SPLICE",''` THE NYS BG. DIMENSION (FT.) LENGTH (FT) DIMENSION (FT.) LENGTH (FT.) TYP. STRAP w/(5) PAGE: 8d NAILS EA. END DESIGNATION FOR STRUCTURAL 12'-O" 2'-O"/2'-6" 12'-O" 3'-O" OF EA. STRAP 6" DIAMETER COMPONENTS THAT ARE OF TRU55 TYPE, �1 I ATTIC PRE-ENGINEERED WOOD, OR TIMBER /� a G I6'-O" 3'-O"/3'-q" I6'-O" 4'_0" l�tN� OR B®L-T SG I I GAT i ONS ! ( CONSTRUCTION AS FOLLOWS: U-003"Loo 20'-O" 4'-O"/5'-O" � I 20'-O" 5'-O" _ �''��� - "F" = FLOOR FRAMING, INCLUDING ( BLOCKING 2 BAYS - GIRDERS BEAMS SPECIFICATION (2015 WFGM TABLES 5.2A $ 5.25, P. 15-7-160) 24-0 4'-O"/5'-O" 24'-0" 6'-0" BACK® 4-o O.G. - R = ROOF FRAMING CORNER sa" __ - "FR" = FLOOR 8 ROOF FRAMING DATE: 09/25/23 3 OF 20 CONDITION FOR ALL STRUCTURES: 5/8"-V ANCHOR BOLTS a 3,51" O.G. — —28'-0" — 5'-O"/6'-3" 2b'-o" "I'-O" -----_-- 52'-0" 6'-0"/7'-6" 32'-O" - --- 8-O' SECOND FLOOR 7 - A NOTES: I.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE 36'-O" --- - -1'-O"/8'-q" - 36'-O" q'-O" CONNECTION USING 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE LENGTHS,THE NAIL 5PACIN0 SHALL BE REDUCED IN ORDER TO 40'-O" 8-O /10-O 40-O II-O I. MIN. "i" EMBEDMENT INTO CONCRETE PROVIDE AN EQUIVALENT NUMBER OF NAILS BLOCKING 2 BAYS ILt w/ 3 SQUARE WASHERS AND END NUT SETUP; --------- - " `�, •. �� I BACK ® 4-O O.G. END IO'-O"/12'-6" 50'-O" 13'-O" d 15" EMBEDMENT FOR G.M.U. (BLOCK) FOUND. lt FILL 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 50'-O" TYP. STRAP w/(3) C; ^• r� CONDITION IN EXPOSURE B STROKE . TOP TWO COURSES SOLID Sd NAILS EA. END -- i u u i 11 n I i n i 5.TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL 60-O 12-O /15-O � 60-O l I6-O OF EA. STRAP � �' ,; .:,,;.: •,,.,! i1 ,-' 'D 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR HEIGHTS FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT ' " Oil ...,.r.. . r FIRST FLOOR LATERAL LOADS SHALL BE MULTIPLIED BY H/8, I� FIR -' PLAN DIAGRAM OF ZONES 3. ANCHOR BOLTS ARE TO BE BETWEEN b 12 e• OR REPLACED BY HOLD DOWNS FOR SHEARWA S FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE 70-O 14-O "10-O i Iq O €� r NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR __ ____ _____ ,A(ADDITIONALLY,ROUND UP TO THE NEAREST FOOT) 80-O I b-O 80-O 22-O 1 •_ FROM ENDS AND CORNERS (TWO a CORNERS) W WALL- 1.125 _ _ L_- REFLECTIVE REFLECTIVE '� � f �q' NMI - (SEE DIAGRAM TO LEFT) 10'WALL- 125 BLOCKING 2 BAYS n'wALL- 1.57s RED PANTONE WHITE �� THI5 COLUMN w/MULTIPLIER BACK ® 4-0" O.G. 4. COORDINATE w/ HOLDOWN LOCATIONS I2 WALL - 15 FOR 10'-0"WALL #18-I 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL MISCELLANEOUS FRAMINO ORAPHIC5 CONTINUOUS BUILT-UF GIRDERS, S OR MORE SUPPORTS I �" � I/�' I � I o- (THAT EXCEED FRAMING STANDARDS, IT IS REOV FOR FRAMER TO HAVE A F I REBL_Or-X I I O FOR FLATFORM WOOD FRAM I I 0 Q WORKING KNOWLEDGE O' THE AMERICAN WOOD COUNCIL [AWG] DETAIL BOOK CONNECTION PATTERN SCHEDULE AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) _- -- - --=- -_- -- -_-_-- - - BETWEEN 1/6 ASSEMBLY REQUIREMENTS: (FOR ENGINEERED LUMBER [ie. WOOD I-JOISTS] SEE MANU. SPEG.'s FOR ADDITIONAL INFO.) p CONNECTION 8 1/4 OF A WHEN GIRDERS MADE UP OF JOISTS NAILED Lli DESCRIPTION I TOGETHER 51DE BY SIDE ARE CONTINUOUS OVER W BLOGi<INO UNDER LOAD BEARINO WALL PATTERN THREE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES -j p NON-LOAD BEARI NO WALL OFFSET FROM SUPPORT A (2)ROWS IOd NAILS a 12" O.C. MAX.52 LOCATED BETWEEN ONE 51XTH AND ONE QUARTER AS FIRE-STOPPING. STUDTHE SPAN LENGTH FROM AN INTERMEDIATE - -S a --O.C. SUPPORT. NO TWO ADJOINING JOISTS NOR MORE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST Q Ln _---- ---_-� - - m - a 12"O.G.STAGGERED• SERVES A5 FIRESLOPPING. STUDS SUBFLooR 5 (5)ROWS lod NAILS a 12°o.c. __ ___ I� THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE -- � � � 0 (2)ROw5 1/2 BOLTS JOINTED ON THE SAME SIDE OF THE SUPPORT. 3. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE SUBFLOOR FO' DBL • ENDS TWO-PIECE PLATE SERVE AS FIRESTOPPIN6. SOLE PLATE 1 �r - � � BUILT UP GIRDER P MAX.82" � �-" ��(2)Rows 1/2° m BOLTS a Ib"O.C. NAILING: - "p TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE - }- SOLE PLATE +� 04 E II E (2)ROwS I/2" m BOLTS a 24"O.G. 51ME WITH IOd NAILS, TWO NEAR EACH END OF JOIST SERVES AS FIRESTOPPING. O Lo Z d' = BETWEEN I/6 EACH PIECE, OTHERS STAGGERED WITH A DISTANCE 5 5. FIRE5TOPPIN6 SHALL BE 2 INCHES OF WOOD BLOCKING . r- r- �_(2)ROWS 5-5/8"TRUSSLOCK SGR 115 a 12"O.C. a 1/4 OF A OF I& INCHES BETWEEN NAILS IN A HORIZONTAL OR OF NONCOM-BUSTIBLE FILL. .p "CV REI, ED ON(I)SIDE OF MEM5- LINE; OR GIRDERS ARE TO BE NAILED FROM EACH (2)ROWS 5-5/8"TRUSSLOGK SCREWS a Ib"O.G. P SIDE w/ IOd NAILS, TWO NEAR EACH END OF EACH j FOR PLATFORM FRAME CONSTRUCTION: THE SOLE O 5 I b. C 5GREWED ON(1)SIDE OF MEMBER- - ---_.J c_- JOIST, OTHERS STAGGERED w/ A DISTANCE OF 52 AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN 0 c m -W (2)ROWS 5-5/8 TRUSSLOGK 5GREW5 a 24"O.G. ---y: H p, i BETWEEN NAILS IN A HORIZONTAL LINE. _ \ -� I I , JOISTS SERVE AS FIRESTDPPIN6. _c 0 � -+� � ___ __JOIST - - _ THREE-PIECE '7. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND 4-1 O p � SCREWED ON I SIDE OF MEMBER _ MAXIMUM OFFSET (2)ROP6 5"1RU55LOCK 5CREWS a 12' O.C.J BUILT UP GIRDER MAX.52" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS ^ C JOIST DEPTH, d �SGREPED ON BOTH SIDE OF MEMBER MATCHED SIZE OF BLOGK IN,S � P NAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. I ! �'��' I � � SERVE AS FIRESTOPPING. (2)ROwS 5 TRU55LOCK 5GREW5 a 16"O.G. 4 n , UNDER NON-LOAD BEARING FIRESTOPPIO AND K SCAN ON BOTH SIDE OF MEMBER PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE W PARTITIONS 0 52" O.G. $LOCKING STUD __ -��__ _-" �' / '� 8. THE HEADER SERVES AS FIRE-STOPPIN6. (2)ROWS 5"TRU55LOGK SCREWS a 24" O.G. BETWEEN 1/b OTHERS STAGGERED w/ A DISTANCE OF NOT MORE /, DOUBLE PLATE L -_ 11 5cREPD ON BOTH SIDE OF MEMBER +G 1/4 OF A THAN 52" BETWEEN NAILS IN A HORIZONTAL LINE. q. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL --_J� -_---- GE I L I NO BRAG I NO NOTE: p FOUR-PIECE CIDERS ARE TO BE A55EMLED AS �y _ IO BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO CANTILEVERED FLOOR I.BEAMS d HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED /, - -_-- {�____ STRIN6ER TO SERVE AS FIRE5TOPPIN6. GABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN 'A'WHEN 8"OR 5MALLER - a CONNECTION PATTERN 'B'WHEN 10"OR LARGER FOR THE THREE-PIECE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR 4j FRAMING SHALL BE FIRE57OPPED AT THE BOTTOM WITH ° - iSTUD 2.WHEN SGREWIN6 OR NAILING FROM BOTH 51DES OF MEMBER- FOUR-PIEGE ANCHORING: 2 �� �� APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP 61RDER P GIRDERS ARE TO BE SECURELY ANCHORED TO I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH U SUBFLOOR /SOLE PLATE 2"x4"CONTINUOUS &ABLE END MASONRY PIERS, NAILED TO WOOD POSTS OR FIRESTOPPIN6 SHALL NOT BE REQUIRED WHEN THE BOTTOM OF LATERAL BRACE a 6'O.G. TRUSS j THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE CEILING BOLTED TO STEEL COLUMNS. w I I I BAND AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE J015T 2) 10d NAILS TRUSS OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED GJ AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL 4-J PLATFORM FRAME CONSTRUCTION 5HRINKA6E CRACKS OF THE INTERIOR FINISH. PLASTER CEILING ON lo) 8d IO FATTRNSOR D L® - DD B � S 00 . LUSH B 15> -LOCATIONS REQUIRUN6 FIRE5TOPPIN6- NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE � AS FIRESTOPPIN6. NAILS FIRE- PIKE- WOOD FIRESTOPPIN6 FIRESTOPPING STOPPING STOPPING FIRE- FIRE- SOLE I - FASTENING RECOMMENDATIONS FOR SIDE-LOADED, STOPPING STOPPING MULTIPLE-PIECE MEMBERS U JOIST * 5d COOLER NAILS a 10" O.G. NAILED' BOLTED' BLOCKING 2"x4" BLOCK NAILED TO EA.BRACE VERTICAL 2 ROWS Ibd 6 ROWS Ibd 2 ROW51Y 2 ROWS)" 2 ROWS Xs" W/(4) IOd NAILS COMMON COMMON BOLTS a 24" DOLTS BOLTS FIRESTOPPING WHEN 0 12"O.G. a 12"O.G. Or--9TA66ERFD° a 12`O.G. 0 6"O.G. COVERING I5 APPLIED ° TO UNDERSIDE OF Q 20 a STRAP -_- _ STUD GYPSUM BOARD g TWO ROWS 12"O.G. THREE ROWS 12"O.G. JOISTS LOCATION I LOCATION 2 LOCATION 3 LOCATION 4 DOUBLE PLATE 5d COOLER NAILS a 10" O.G. (10) 8d NAIL BEAM SELECTION w/ 57D. NAILING JOIST SHALL BE LOCATED DIRECTLY NOTE: ENDWALL STUDS AS NOTED IN NOTES -1 $ 8 ° ° ° ° ° ° ° ° 5 LALTERNATE OCATION NONGOMBU5TIBLE DENOTES ALT.FOR USE OF DRYWALL SCREWS FIRESTOPPING OVER STUDS, UNLE55 TOP PLATE 15 4"a EDGE/12"a FIELD FULLY BLOCKED 1.TOP AND BOTTOM ROWS SHOULD BE 2"FROM ED6E5 SOLE WOOD FIRESTOPPING OFIR ORDER DE516NED TO CARRY T14E LOAD SCREWS*6 - lY4"TYPE W OR 5 FIRESTOPPING 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2" TWO ROW STAGGERED S 24"O.G. TWO ROWS b"O.C. LOCATION 5 LOCATION 6 FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUGH THE FULL INTERIOR STUD DETAIL THICKNESS OF THE MEMBER.USE WA5HER5 UNDER HEAD AND NUT, OVERLAID ROOF 5.STAGGER EACH ROW OF FASTENERS BY 12". p C O C O O O 2"SPACE NOT ATTACHMENT VALLEY 4.FOR ATHREE-PIECE MEMBER,THE SPECIFIED NAILING IS FROM EACH SIDE, I ,l.il TO BE PILLED \ © NONCOMBUSTIBLE FIRESTOPPIN6 5.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FIRESTOPPIN6 \ APPROX.I INCH THICK BOTH SIDE OF THE MEMBER. n E DOUBLED FOR b" .G.OR TRIPLED b.VALUES FOR NAILING CONNECTIONS MAY B D O FOR 4"O.G.NAIL SPACING. LOCATION -7 STD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: �\ STRAPPING W/ 9.2 ROWS OF Ibd COMMON NAILS(I2"O.G)FOR DEPTHS 12"OR LESS FIRESTOPPIN'S 4 8d NAILS LOCATION 8 LOCATION q a EA.END a R.R. D.3 ROWS OF Ibd COMMON NAILS(12.OGJ FOR DEPTHS OF 14',Ib' t ID'. IFULL WIDTH LOCATION 10 2'�C BLOGKIN z O F- lu CONSTRUCT ON DATA I L_S NINE, LOAD FATH GONNEGT I ON DETA I L_S TOP PLATE DRILL 2"0 INTO ROOF INTERSECTION DETAILI DECK FOR STRAPPING INSTL. NOT TO SCALE X15T.OR NEW NEW R.R.SET W/ �.R.BELOW UPPER TOP PLATE LAPS 4 IOd NTINIJOL5 LOWER TOE NAILS NOTED CONT.BLOCKING r TOP PLATE SPIKED TO R.R.'s ALIGN NEW d EX. R.R.AS SHOWN KING STUDS � PLAN VIEW ROOF,NTRMI AR NE5HED WOOD JOI5T -O WOOD .JOIS CRIPPLE STUD - fl BLOCK I NO -fl JC 15T HANGER HEADER z GENERAL RECCU I REMENT5 FOR GENERAL REaU I REMENT5 FOR W N57ALLA71 ON OF CLINCHED NAILS INSTALLATION OF TOE-NAILS O I RDER/HEADER JACK STUDS MAIN MEMBER WOOD GIRDER WOOD JO 157 j O _I " JO 15T FRAM I NO OVER WOOD OI RDER JOIST FRAM I NO FLUSH WITH OI RDER/HEADER T`I'P I GAL HEADER CONNECTION I. TOE-NAILS SHALL BE DRIVEN a AN ANGLE OF PROJECT: DIAM.X 5 APPROX. 50° W/ THE MAIN MEMBER d STARTED APPROX.}5 THE LENGTH OF THE NAIL FROM THE MEMBER END, SA N T I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER, STRAIGHT THROUGH AND BENT OVER IS A MIN. OF (5) NAIL DIAM.'s AT A q0° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN ADDITION MEMBER, FOR THI5 APPLICATION, SHALL BE AT LEAST SIX TIMES THE DIAM. OF THE NAIL RAFTE5. R ILS SHALL BE INSTALLED TALLED PLITT IN EAI SIDE OF RAFTER OR GE AVOID SNO, NO MORE THAN 2 TOErILING JOI5T WALL STUD WALL STUD - ---- WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS BOTTOM PLATE BOTTOM PLATE- IN _ 465 BURGUNDY COURT EA. SIDE WHEN FASTENED TO A 2"xb" TOP PLATE. BATHTUB - SUB FLOOR - DOUBLE J0157 DOUBLE JOIST -0 J TOP PLATE SOUTHOLD, NY 11971 GHIM. CHASE SECURINO ® STD. SIDE WALL DRAWING_ TITLE: _ WALL STUD FRAMING GRAPHICS O BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS (51 0 CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARI NO WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION w/ STUDS TO ATTIC FLOOR 6 BLK'6 TO R/L. SIDES W/STRAPPING TO R/L SIDES) 0 sc w PAGE: TOP PLATE a o- WIND RES 1 STANT CONSTRUCTION GONN�GTORS GHIM. CHASE WALL Q v _ _----- -------__ -- --- �' 00 CONNECTION LOCATION: PART NUMBER: NOTES: 'e 00 o Q R I DOE-TO-RAFTERS C520 © 21" APPLY TO EACH PAIR OF RAFTERS a z ® RAFTER-TO-WALL H-7 APPLY TO EACH RAFTER DATE: 09 25 23 - - - - / / 4 OF 20 ROOF I o o RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER Nz REQ D iBLOGKIN6 � O � -- ---------- - --- - TO ALIGN w/ STRAPPING aN PLATE-TO-WALL STUD G520 18" APPLY TO EACH WALL STUD a EA. LEVEL ABOVE N THE FIRST FL. ®z w " X 2ND. FLOOR WALL-70-I5T. FLOOR WALL LFTA or 0520 @ 56" APPLY TO EACH WALL STUD r<F-D/I` n ,� FL.00R/GL6. ® O HEADER-TO-JACK STUD 0520 ® 12" APPLY TO EACH JACK STUD _ '���%y ' f-'!N ✓ �.:, CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD ,:. 3� F -4. SHEAR WALL HOLDDC NN ANCHOR 557B16 APPLY TO EACH SIDEWALL END WRAP UNDER DOUBLE SILL PLATE :z 157. FLOOR-UNDER-STILL PLATE G520 0�7�_��,,®", �JID VIEW FLAN VIEW _-_-- ---(USE WITH 5" SQUARE WASHERS) �'A�0 N y ° USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD GAPAGITY'. NEW PARTIAL HEIGHT Q _ EX15TINO TO BE DEMOLISHED f--7 �f HOOD FRAME (L.G. 5TL. OIL TANK � EXISTING FOUNDATION WALL EXISTING WINDOW ui � J WHEN APPLICABLE) TO BE DEMOLISHED TO BE REMOVED- � Iuj EXISTING TO REMAIN �u]II!� 1 L_ _ v__ �----{ NEW WOOD FRAME (L.G. NEW FOUNDATION WALL i� L-L---------------------------------------------- `_=- -� �I N I --I 1 L------------------- --- - +'STL. WHEN APPLIGABI_E) - DEMOLISH PORTION OF FOUND. WALL --------------7 r------------- n Q •_ AS REO.V BY NEW EGRESS WINDOW I C In NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL (SEE PROP. PLANS) I I O 0r^ w �� W WOOD FRAME (L.G. 5"�L. POST FOR 4" WALLS I I I _ WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL � EXISTING WALL AND DOORS I I 1 O � O P05T FOR b WALLS), U.O.N. i TO BE REMOVED NEW 2-HR FIRE RATED \;- I L Lo Z WOOD FRAME (L.G. 5TL. EX. � I I I EXISTING FOUNDATION WALL O .0 �— WHEN APPLICABLE) EXISTING STAIR H.H. ��� TO BE DEMOLISHED X U N TO BE DEMOLISHED \ 0 O 3 O DEMOLITION NOTE: ----- ------ �w 0 O +' Ln PROVIDE SHORING AND SUPPORT TO ALL AFFECTED N_J 7-T-T- -T-T- pp 4-' N p -�-j STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT --_ X[A EXIST. O • 0 OF ANY DEMOLITION OR CONSTRUCTION. G� Q -EXIST. / EXIST. EXIST. a-- O I UP MECHANICALI I I I I i ALL EXISTING CABINETS, RECREATION ROOM PLUMBIN6 FIXTURES b ROOM APPLIANCES TO BE REMOVED L------------ -------- EXISTING -!-7---7-- EXISTING STAIR TO BE �J TO BE REMOVED PARTIALLY DEMOLISHED ° — I I I I DEMOLISH PORTIONS EPXIST. r 1 OF FOUND. WALL AS I I I I v REG.V BY ACCESS TO I I I I I Tl _L_L-I_�- L J PROP. GRAWLSPAGES w I I I I ! ------J � r EXISTING BATHROOM (SEE PROP. PLANS) ------- - ---T T--- - TO BE DEMOLISHED EXIST. I I � EXISTING WINDOW ` / ! u EXIST. / I TO BE REMOVED `X/ ��—\ GARAGE SLAB ABOVE u 1 I III EJE� GTOR — ---- --- nV 1J -T-'- - -r-T-�-�-� � Oi�OSI7 � SMNT DEMOLITION FLAN I I I I I I I ! AEE I I I I I EXIST. EXIST.( DEMOLISH EXIST. I I I UP SCALE: 1/4" = I'-O" UPI STAIRS I I I I I i I I -- I I I I REMOVE EX15T."� DECK BOARDS I I I EXIST. j EXIST. DECK DECK EXIST.' UPI --------------- EX15TINO WINDOW(S) EXISTING WINDOW(S) T TO BE REMOVED O BE REMOVED ALL EXISTING CABINETS, PLUMBIN6 FIXTURES 8 APPLIANCES TO BE REMOVED -- --- ------ ------ PORTION OF -- EXISTING DECK --T- - T-r - - ---------- -- ------- TO BE DEMOLISHED ,, - EXIST. .- ,, \1 i_� FF)I frnl \ UP nl III III Ir I I I- EXI5TIN6 WINDOW(5) \� 1 `� (I\\_� II 11 i II IL ) W EXISTING WINDOW(5) EXISTING WALLS - �uJ LL l - II -- TO BE REMOVED TO BE REMOVED `�, _ TO BE DEMOLISHED 1 �I - ----------r ----------L- II LJ �I----------- - ------- ---_r=== y-i WA IKTIN I --\�--'r `' �// I I XIS EGLT. _ --- 1 _ -_ ------ --- p - r %- EX15T. i',�\\ I EXISTING STOOP GL. k X15T MASTER ( i� w tu L--J E m - ___ EXISTING EXTERIOR WALL L J 1 TO BE DEMOLISHED \ / ^ ___ I 1 E \_ i PWD I' j \BATHROOM \p i__ --- EXISTING CHIMNEY I --- T TO BE DEMOLISHED n ----- LL ! - ______________ III _ TO BE DEMOLISHED / v \ T �ii ��' 1 L __- � - r---- T-7 7-7 III �� EXIST. I I EXIST. EXIST. l i 1 — BEDROOM Wa I r--- F------ �-----I I I I I I I /et_o_i 3� II ` II ! / �` 1� ERS o EXISTING DOOR(5) EAT-IN �i - _--J_I ___J _j L____l I I I I I IY i // --I—I— --- I � ! TO BE REMOVED KITCHEN �___� EXIST. I I �,\ �, I n I �� � � �i I I I I I --- 7,Fj I' EXIST. i I IEXIST. --- --��-------- -------�ILI KITCHENLAUNDRY/ UP --- EXISTING DOOR(5) PROJECT: L TO BE DEMOLISHED MUDROOM \\ TO BE REMOVED EXISTING WALLS ALL EXISTING CABINETS, c A' c\ EXISTING CLOSET L__1_- 1 EXISTING WALLS LSA1 TIVI PLUMBING FIXTURES $ ! TO BE DEMOLISHED XQTO BE DEMOLISHED APPLIANCES TO BE REMOVED - - `�, N r r r - T EXISTING EXTERIOR WALL ADDITI0IVEXISTING WINDOWS) 1 / IIII __JTO BE DEMOLISHED \TO BE REMOVED EXIST. --- ----- rT �____��____� L_ - ------- J� --- --------- _ u --------------- -----------� PORTION OF EXIST. ---- III ___ EXISTING WINDOW(5) TO BE DEMOLISHED ---- ----------- ------ - III EXIST. GREAT I J r ! TO BE REMOVED ATTIC �F ] - --------- , 465 BURGUNDY COURT ROOM L _____----- 1 EXIST• A - � IUP EXISTING DOOR5 SOUTHOLD, NY 11971 To BE REMOVED EXIST. MASTER --- EXIST. r BEDROOM IDRAWING UP 1 EXISTING WALLS EXISTING LANDING d \ TITLE: TO BE DEMOLISHED STEPS TO BE DEMOLISHED i ` PROPOSED DEMOLITION PLANS `LI, Li , _-L-1-__1_J -L__I_J ---- -ZI-J- -L-I-J , ---- EXIST. EXISTING 6ARAOE DOOR EXISTIN6 STAIR TO BE TO BE REMOVED I EXIST. DINING 1 PARTIALLY DEMOLISHED , EXISTING DOOR(5) EXIST. I I ROOM i BEDROOM I , TO BE REMOVED I EXISTING WINDOWS) , EXIST. �TO BE REMOVED l FOYER r EXIST. 1 1 PAGE: EWS) 2 GAR K -- I EXISTING WALLS XISTING WINDO II GARAGE ` EXIST• TO BE DEMOLISHED TO BE REMOVED 1 \\ '- EXIST.! I BEDROOM EX15TINO EXTERIOR WALL i EX15T 1 GL. A-101moo TO BE DEMOLISHED / G --- ------ -- --- `\ LL--- 1--- r _ _T z__ ----------z-7 ----- -- T--------- ------s-- \\ ----_�-___-=_=T------ - ----==--T ---- ---- �- ------ ------ --------- ------- ------ -�-- --� --- DATE: 09/25/23 5 OF 20 ` \ t ` EXISTING WINDOWS) _ EXI5TING WINDOW(5) \ TO BE REMOVED -__---__ TO BE REMOVED EXISTING EXTERIOR WALL EXISTING WINDOWS) __-__ __ ___ TO BE DEMOLISHED EXIST. TO BE REMOVED EXISTING WINDOWS) `� COVERED EXISTING WINDOWS) PORCH TO BE REMOVED -------- TO BE REMOVED EXIST. ELECTRIC4`r ?'' 4 PANEL .f €." w °✓°'.' - ---------------------------r ----� ------- - ------ � O i=OS�D SEOONl7 FLOOR D� O !Zi' I I EXIST. EXIST. ,,,� (_,�-. ,.:�: .• �,,:: -------_ 3'O"WX4'3"H D.H. 3'O"WX4'3"H D.H. EXISTING COVERED PORCH - SCALE: 1/4" = P-0" `° ! -- -- - ----- ----------� TO BE DEMOLISHED �' ~ ---------- ---------� FROFOSEI�) FIRST FLOOR DEMOLITION PLAN SCALE: 1/4" = 1'-0" u� �,/ �,/ " ALL NEW WINDOWS SHALL BE ANDERSEN;INSTALL AS PER MANU.SPEG.b. SEE PACE "6-003"FOR NAILING d STRAPPING DETAILS. FLOOR PLAN NOTES **SEE DOOR SCHEDULE FOR ALL 6LA55 DOORS FROM SAME MANUFACTURER** DOOR NOTE: NEW LAUNDRY ROOM, CONCRETE APRON a' - - r====-___ --_-_ - = -- ------_---- ---------- I. PLANS 51"JELRD-WEN'(OR EQUAUGALLED OUT WIN HASH/MY ROOM t DOOR FROM APRON SLABTRANSITION .i WINDOW CHART 1I INSTALLNEW EXTERIOR DOORS D OUT 2.COORDINATE OU DIM.'a I , APRON PR NDSLOPE SHALL BE NO STEEPER THAN 1,12 NEW PARTIAL HEIGHT L___-____--_---- .-- .-- - _------ --- _ ------ --_�- -_----- --- - --_-_---- -- -- --- - - ---- ---------------- --------------------- .._-I 2 ON PLANS BY THERMATRU'(OR E GCE 5 D. CROSS SLOPE MEASURED PERPENDICULAR TO I b Up I 3.PROVIDE HOOK UPS AS,REQS PER MANU. W EXISTING TO BE DEMOLISHED i _ I� EGRESS E.NOTE DOES NOT INDICATE EACH NEW DOOR TRAVEL OF APRON SHALL BE No STEEPER THAN 1,48 // WOOD FRAME (L.G. 5TL. CLEAR L16HT VENT PROP05ED;SEE DE515NATION5 t DOOR SCHEDULE. DRYER EXHAUST NOTE, (2%SLOPE) WHEN APPLICABLE) TAC TYPE MODEL• ROU�OPENING WINDOW DIMENSION WIDTH READ 20" TEMP PRO\/. 4.PLACE DOORS 4"MIN.FROM PERPENDICULAR I. DUCT SHALL TERMINATE TO EXTERIOR 4. BROOM FINISH TO PROVIDE SLIP-RESISTANT SURFACE w EXI5TING TO REMAIN PER PER WALLS,U.O.N. 2,pUGT SHALL TERMINATE MIN.4'-O"FROM ANY J _- --- `-- HEIGHT REO'D.24" 5.INSTALL AS PER MANU 5PEC.'a ---- - --- - - - _-- - T UNIT OPENINGS EXIST,MEGH,ROOM: NEW FOUNDATION WALL � b.PROVIDE(2)2"xl0"HIM.,U.O.K. S.DUCT SIZE AS PER MANU. I6 I. EXIST.WATER TANK TO REMAIN WIDTH HEIGHT WIDTH HEICF4T OPEN REQ'D, 5.'1 S.F. I - --_ - T.SEE PAGE 6-005 FOR ALL OTHER FRAMING 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER 2.EXIST.PEERLE55 SERIES 1211,000 BTU BOILER " (V NEW WOOD FRAME (1_.G' /, A(b) II DOUBLE-HUNG TW3O410 3'-2�" 5'-O 3'-I 5'-O}" 6.17 ILI-I 6.20 Q ++ // 1 ELEMENTS AROUND DOORS(TYP.FOR ALL1 U.O.N. 5.TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN MODEL NO.WBV-03-I10-W(RUN HOT WATER TO 5TL. WHEN APPLICABLE) �', _ CONSTRUCTION.FLEXIBLE TRANSITION DUCTS USED TO AIR HANDLERS) - STAIR t RAILING NOTE: Al (4)-- DOUBLE-HUNG TW30410 -3'-2 �' v-0�'_- 3'-I " 5'-O�" 6.1? - �- ILI i 6.20 O I. ALL NEW STAIRS SHALL HAVE MAX.8-I/4"RI t MIN.10' CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM 9.ADD C3)NEW 36000 BTU MODEL NO. C - _ - SHALL BE LIMITED TO 51NOLE LENGTHS,NOT TO NEW I-HR FIRE RATED -- -_ -- --- HAATER TO EW AIRIHAHNADLLEER�S) �""HOT MIN. (2) 2 x4 STRUCTURAL � --,�- - � ------ Tr-RISERS SHALL BE CLOSED EXCEED 8 FEET AND SHALL BE LISTED AND LABELED � O WOOD FRAME (L.G. STL. X B(8) DOUBLE-HUNG TW2036 2'-2 3 8 2 I 3 8 } n/A 4.?3 2.TQ < POST FOR 4 WALLS - 2. GREATEST RISER HEIGHT IN A FLIGHT OF STAIRS SHALL IN ACCORDANCE WITH UL 2158A. �� 4.EXIST.ATTIC LEVEL AIR HANDLER TO REUSE __ _ _____ NOT EXCEED THE SMALLEST BY MORE THAN$". b,EXHAUST DUCTS SHALL BE MIN O.OI b"THK RI61D 0 " t� " " _---- - - --- - 3-2 -_---- 5. HEADROOM IN STAIRWAYS SHALL BE AT LEAST 6'-6'. METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS 5.F.A.I.AND FLUE VIA NEW CHIMNEY(SEPARATE "0 (MIN. (2) 2 xb STRUCTURAL - 13.-l5 l.bl 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTH91 RUNNING IN THE DIRECTION OF AIR FLOW EXHAUST FLUE FROM DEDICATED CHIMNEY FLUE)WHEN APPLICABLE) G(7) DOUBLE-HUNG JL TW30510 6'-O 3'-I b'-O�" "(.58 b.MAINTAIN 50"xg0"CLEARANCE IN FRONT OF P05T FOR 6 WALLS), U.O.N. -- -_- - --- - _ ---- _ -- - - 4.1. BETI^EEN CLEAR HEIGHT t HANDRAILS: 56"MIN. DUCTS SHALL NOT 8E CONNECTED WITH SHEET-METAL ^1 MECHANICAL UNITS AS PER NYS MC 506.1 `v NEW 2-HR FIRE RATED D(3) CASEMENT GWI5 -2'=4�" 5'-0 " 2'-4�" 4'-II J" 8.6 Q 2 b.b 4.2. BELOW HANDRAIL,RAIL ON ONE SIDE, 515"MIN. SCREWS T MAINTAIN ALL APPLICABLE VENTING Z d' __ -__ __- ______- Ji - __ -______ 4.5. BELOW HANDRAIL,RAILS ON BOTH SIDES,2 I"MIN. i.MAX.LENGTH SHALL NOT EXCEED 25 FT FROM DRYER 0 r� -- - CLEARANCES REQUIRED PER NYS MG 804• 5. HANDRAILS SHALL BE PROVIDED ON NOT LE55 THAN LOCATION TO THE WALL OR ROOF TERMINATION.THE ^ •C r r W�ENDAPPLIGABLE).7TL. - �f - - -I ---- 2-6�I L 5'-4�" 2'_5 3'_4�« �� ONE SIDE OF EACH FLIGHT OF STAIRS CONTAININ6 FOUR MAX.LENGTH OF THE DUCT SHALL BE REDUCED 2.5 B.REMOVE ALL EXIST.HOT WATER BASEBOARDS E(b) DOUBLE-HUNG TW2432 n/A S.Oq 2.q4 w -- III ------ - OR MORE RISERS,AND WHERE SHOWN ON PLANS. FEET FOR EACH 45°BEND AND 5 FEET FOR EACH 10* cc x �- -- 8.28 4.-14 b. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED BEND.THE MAX.LENGTH OF THE EXHAUST DUCT DOES � G (3 F(3) DOUBLE-HUNG TW24410 2'-b�' 5'-0 2'-5 5'-O �« n/A ��0 WALKING SURFACES LOCATED MORE THAN 30"ABOVE NOT INCLUDE THE TRANSITION DUCT. TYPICAL MECHANICAL ROOM NOTES: 0 -- �� O -- -- -- -- I- - M - - - �- FINISHED FLOOR OR GRADE,t WHERE SHOWN ON PLANS. I. FOR NV.FR.FLOOR-PROVIDE 1/2"CONC.BD.BY W FI (I) DOUBLE-HUNG TW24410 2'-6 I 5'-O 2'-5 5'-O �" n/A 0 6.25 4.'i4 1. 42"HIGH GUARDRAIL t SPINDLE 5PAGIN6 NOT To " -I� L- « --- ----- I ----- NEW EXHAUST FAN SHALL BE INSTALLED WHERE DUROGK"(OR EQUAL) 0 •� t"- _ ALLOW PASSAGE OF A 4"0 SPHERE;:56"HIGH 2.FOR WD.FR.GL6.AND/OR WALLS-PROVIDE(1) � 0 •}� - --_ - - - O VENTILATION 15 NOT MET BY MEANS OF NATURAL HANDRAIL t SPINDLE SPACING NOT TO ALLOW LAYER OF 5/6"TYPE"X"6YP.BD.UL U505(OMIT ON -F� •i-J �� -- _ -_ - n/A PASSA6E OF A 4"m SPHERE. CIRCULATION THROUGH WINDOWS OR DOORS TO o 6(8) PICTURE TWTI82T ('-10 2'-q I'-Q 2-Q r n/A I 111 2� ` - --.. -- �L___- n/A ----! - 10 4 -- n/A--- 8. 6RIPPABLE RAIL AS PER CODE. OUTDOOR SPACES AS PER MA .SPECS GORE SECTION GONG.WALLS) C 0 _----- LL q. RAILINGS WITHIN DWELLING TO BE WOOD WITH WIRE. `�5 52 5;INSTALL AS,PER MANU.SPECS 'S. WHEN NEW,INSTALL NYS MECH.AND AS PER MANU. ^ ' 4'-5 3'-O 4'-4 1 SPEG.'a AND AS PER NYS MECH.AND FUEL 6A5 GODS Q �L � 0 H(4) PICTURE P3045 _2 II �61 - -] _ -_-_-____- SMOKE DETECTOR/GO DETECTOR NOTES: NEW PLUMBING FIXTURES: 4.COMB.AIR VOLUME AS,PER MANU.SPEC.'S -PROVIDE l(`IL/�l -J I - - - 3'-I 5'-4 6.64 12.03 - b.b? J O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. FRESH AIR INTAKE FROM EXTERIOR 1 (4) DOUBLE-HUNG TW3052 3-2 - 5-4 I -- - - - n/A SMOKE/CARBON MONOXIDE COMBINATION DETECTOR SEE ALSO PLUMBING GENERAL NOTES ON PAGE 6-002. 5. MAINTAIN OR PROVIDE FURNAGE/BOILER ELECTRICAL -- - HARD WIRED TO EACH OTHER w/BATTERY BACKUP. EMERGENCY SHUT OFF 5WITGH l ---- -- --- 1_ - � ' �I- -- - - -- --_ �! - -- - n/A 2.INTERCONNECTION BETWEEN NEW t EXISTING DEVICES Oq NEW TILE FLOOR: 6.FOR 6A5 SERVICE,PROVIDE 6A5 SHUT OFF 5WITGH J(I) PICTURE AFFW6045 5'-I I 5-2 5-I I 5'-2#" 26.5 --- r - -- ------ - --- _--- ----- SHALL NOT BE REQUIRED WHERE EXISTING ALARMS I. NEW TILE FINISH(H.O.TO SELECT)UPON ?. LOCATE MECH.EQUIP.TO ALLOW FOR PROPER K(2) CASEMENT CW24 4'-q" 4'-O 4'-8�" 4'-O� 6.8 ARE NOT INrERGONNEGTED,AS,PER NY5 Rs14.4. 2.ONE LAYER THINSEr(LEVELED PROPERLY)UPON CLEARANCES AS,PER GODS LLL 3.PROVIDE SMOKE/GO DETECTORS AS INDICATED,AND 8.PROVIDE 5"FLOOR DRAIN t CONNECT TO SANITARY PER GENERAL ELECTRICAL NOTES ON PAGE 0-002. 4.ENXIST. PLYWOOD SUBFLOOR BENEATH TO REMAIN F�N SYSTEM AS PER NYS PLUMBING CODE - 4,SMOKE/GO DETECTORS TO MAINTAIN 5'MIN. 6000 CONDITION;(GLUE t SGREN);SCREW PERIMETER THERMOSTAT, 1 „ 5.?q g HORIZONTAL SEPARATION FROM SUPPLYARETURN DUCTS OF SHEATHING 4"O.G. t 12"O.G.• INTERIOR. I? I. PROVIDE THERMOSTAT FOR(3)HVAG ZONES: 4 o L(I) DOUBLE-HUNG T'W2042 3=0�" 4'-O� - 2'-Ill" _ I t OPENINGS To BATHROOMS w/SHOWER OR TUB. 4'-4 n/A i IQ 5 Q.O 5.INSTALL ALL AS PER MANU.SPEC.'S 5.HYDRONIG RADIANT HEAT THROUGHOUT(SEE -ZONE 1, 1ST FLOOR,FOYER N (I) 6LIDrINCT --�642 -ILL �� �---- THERMOSTAT NOTE)- -_ - -- 6,SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR -ZONE 2, 1ST FLOOR,BEDROOM I r 1 O 4'-O' n/A 3.6 2.40 IN COMPLIANCE WITH LOCAL CODE -ZONE B: 2ND FLOOR,HALLWAY v -_ -4- ----- ---- - --- 1, -._ - --- 1. P CONDENSERS, 2. THERMOSTAT SHALL AL50 CONTROL(II)ZONES - WINDOW NOTE: 10 I. PROVIDE(5)NEW 5-TON Ala CONDENSERS BY"RHEEM" FOR RADIANT FLOOR HEATING, ^ ` O4 I. ALL NEW WINDOWS t DOORS SHALL BE ANDERSEN OR APPROVED EQUAL. -ZONE 1,BEDROOM I ( 'W, CASEMENT,DOUBLE-HUN6,OR GLIDING(AS NOTED). 2.PROVIDE INDICATED TONNAGE SEPARATELY FOR EACH -ZONE 2, BATHROOM I INSTALL AS PER MANU.SPEC.'S. ZONE(SEE THERMOSTAT FOR ZONE DESI&NATION), -ZONE 5. FOYER 8.INSTALL AS PER MANUFACTURER SPECS. -ZONE 4, DINING ROOM DOOR SCHEDULE 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; -- ------ --- _-- - SEE DE516NATIONS t WINDOW SCHEDULE. 4.INSTALL UPON LEVEL GROUND t PROVIDE 6ROUND -ZONE 5, KITCHEN DOOR MATERIAL 5.FOR SUBSTITUTIONS,SEE NOTE" IN 1'6LA55 WINDOWS SURFACE(GONG.PAD OR OTHER)w/WEIGHT RATING -ZONE 6, DEN AND DOORS"ON PAGE 6-002. SUFFICIENT TO ACCOMMODATE 6R055 WEIGHT OF -ZONE'I, BEDROOM 2 • --- - -I 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. CONDENSER. -ZONE 8, BEDROOM 5 TA& DESCRIPTION MANUFACTURER p FIRE NOTES 5.ALWAYS LOCATE CONDENSER 10'MIN.FROM ANY GAS -ZONE q,2ND FLOOR HALLWAY NN 5.ALL DOUBLE HUNG WINDOWS TO BE TILT WASH N RATING 6.IN 6ENERAL,TEMP.6L.SHALL BE PROVIDED. APPLIANCE,AND AT LEAST 5'FROM WINDOWS/DOORS -ZONE 10, BEDROOM 4 WIDTH HEIGHT Q 6.1. FOR ALL SKYL16HT5 t OPERABLE PANELS OF WHENEVER POSSIBLE. -ZONE 11, BEDROOM 5 5WIN61146,SLIDING,t BIFOLD DOORS 6.REROUTE EXIST.COOLANT LINE t DUCTWORK AS 5. N.O.TO SELECT MODEL;INSTALL AS PER MANUF. 6.2. WITHIN 16"OF F.F. REO.V;CONNECT CONDENSERS TO EXISTING t SPECS; ----- _ _  - -- -- - - ---- - V 6.5. WITHIN 24"OF A DOOR PROPOSED AIR HANDLERS NOTED SEPARATELY. 4. THERMOSTATS SHALL BE PLACED IN CENTRAL BASEMENT 6.4. WTHN STAIRWAYS t WITHIN 56"OF A LANDING LOCATIONS(AS SHOWN,DESIGNATED FOR HVAG - ---------...-- - - - -- -- - - -- 63. WITHIN TUB/SHOWER ENCLOSURES, PURPOSES),ALONG WITH SENSORS IN EACH 001 SINGLE SWING 2'-8' 6'-8" • BASEMENT ENTRY SEE SEE AL50 GENERAL NOTES E PAGE RXXND 11 SOUND BARRIER BETWEEN ROOMS, RADIANT FLOOR HEATING ZONE. DIN AIATIVELY, '1.SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND FILL INTERIOR WALLS BETWEEN PUBLIC t PRIVATE AREAS, INDIVIDUAL THERMOSTATS,PLACED IN AN -__ _--=- - - _-- WINDOW5(TYP.FOR ALL)U.O.N.;PROVIDE AT A MINIMUM AND CAVITIES BETWEEN 2ND FL.JOISTS,WITH INSULATION AGGE5515LE LOCATION,MAY BE INSTALLED IN (2)2NIO"HEADER U.O.N. TO PROVIDE A SOUND TRANSMISSION GLASS(STC)FOR EACH OF THE RADIANT FLOOR HEATING ZONES. o 6.WINDOW FALL PROTECTION SHALL BE PROVIDED PER AIR-BORNE NOISE OF NOT LESS 50 AS MEASURED IN FREEZE PR NYS R R 5I22 FOP,OPERABLE WINDOWS WITH SILL HEIGHTS ACCORDANCE WITH A5TM E CIO,AS FER NY5 B ROOF HOSE BIB: MASONRY ANCHORS(PRECISE NEW G 1206.2 18 FASTENED E LESS THAN 24"ABOVE F.F.,THAT ARE MORE THAN T2" LOCATION T.B.D.IN FIELD-CONSULT OWNER) ABOVE GRADE OR THE ADJACENT SURFACE AT THE PROVIDE W 6A5 FIREPLACE UNIT. HOMEOWNER TO ^ \ BUILDING EXTERIOR. 12 SELECT. CONNECT AS PER MANUFACTURER SPECS; W PROVIDE ALL NECESSARY VENTING THROUGH GHMNEY; UNDER-FLOOR AREA VENTS VERIFY CLEARANCES TO ALL TINC,OPEN THR Iq NEW VENT w/MIN.I S.F.NET VENTILATION OPENING PER ECRE55 NOTE, 2020 IRC R408;INSTALL AS PER MANU.SPE,G'S WITHIN IN COMPLIANCE WITH NEW YORK STATE BUILDING ECRES5 WINDOW WELL: 5'-0"OF BUILDING CORNERS CODE,SECTION R310.2.1;THE FOLLOWING MEANS OF IS, PROVIDE NEW EGRESS WINDOW WELL t COVER BY E&RE5S SHALL BE FOLLOWED: "ROCKWELL;66 SERIES"66"W.X44"H.OR EQUIVALENT. INSTALL AS PER MAN.SPECS. HIGH EFFICIENCY LAMPS: NET CLEAR OPENINO...........5.1 S.F. NOT LESS THAN q096 OF THE PERMANENTLY INSTALLED NEW NET CLEAR HEIGHT...............24'MINIMUM NEW ATTIC ACCESS-PULL DOWN STAIR: LI&HTIN6 FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY NET CLEAR WIDTH.................20"MINIMUM 14 I. MIN.550•CAPACITY LAB,AS PER 2020 NYS ECG R404.1 TYPICAL BATHROOM NOTE: 2.SIZE To FIT MECH.EQUIP.THRU OPENING(MIN.22"x5O") O I WALL BOARD 5.1/2 HR FIRE RATED(REO.V FOR 6ARA6E STAIR ONLY) HOT WATER PIPING INSULATION: I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN 4.DEL.FRAMING WHEN NEW OPENING MECHANICAL SYSTEM PIPING AND HOT WATER PIPING ALL BATHROOMS 5.WEATHERSTRIP ACCESS OPENING t PROVIDE R-41t SHALL BE INSULATED TO AN R-VALUE OF NOT LESS THAN 1.2. INSTALL CONCRETE BOARD IN ALL 5HOWER5 AND INSULATION ABOVE w/ND.FIR (OR EQ)BAFFLE OR R-5 FOR THE FOLLOWING CONDITIONS PER 2020 NYS EGG TUB SURROUNDS RETAINER TO PREVENT INSULATION FROM ENTERING R403.4 t R4055, 2. SHOWER FLOORS DWELLING WHEN OPENED,AS PER NYS EGG R4022.4 2.1. NEW TILE FINISH(H.O.TO SELECT)UPON (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE 1. MECHANICAL SYSTEM PIPING CAPABLE OF GARRYIN6 2.2. CONCRETE MUD-SET(SLOPE 1/8"PER FOOT THERMAL ENVELOPE OF BUILDING). FLUIDS>I05'F OR<55"F(R405.4) TOWARDS DRAIN)UPON 6.INSTALL AS PER MANU.SPEG.'s 2. PIPING J"AND LARGER IN NOMINAL DIAMETER 2.5. WATER PROOF MEMBRANE TO COVER SHOWER T•CONSULT H.O.FOR PRECISE LOCATION OF ACCESS. 1 5. PIPING SERVING MORE THAN(1)DWELLING UNIT i FLOOR,WRAP DRAIN t ATLEA5T W UP WALLS 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE 5. PIPING FROM WATER HEATER TO A DISTRIBUTION MANIFOLD 6. PIPING LOCATED UNDER A FLOOR SLAB to T. BURIED PIPING 6. SUPPLY t RETURN PIPING IN RECIRCULATION SYSTEMS 4 OTHER THAN DEMAND RECIRCULATION SYSTEMS. I 2 - - - - - - -aAN - ---- ------ 13 LINE OF ' - - - - - - - - - - PROPOSED S 'r C 10 RI 6tl T' NEW MN - - - - O- - - - - O DECK I-0" q) rr 0 10" - - - - - - - - - - 1 - • r - - Ig D 0 @ @ O -ryTj m I ALIGN 1 M O II • - • W OIL TANK - II II - - - - - - - - - - - - 0 0 y� _ _0 - - - - - -°- - - - - - - - -- II I-I I-I BAGKFILL A-301 - /COMPACT EVERY 6".PROVIDE 3" Iyj (� �T+U"" bl GONG.SLAB W/ r-_---T /�i�' //! EX. I \\i // I �V y w Oda F----� � STONE FINISH QQ W.H. I ` / ----71 - _ PROJECT: MAX. 1 O 16 PROP. v u41 '��� I EXIST. F___- ® PROPOSED - _ SAIVTIS M ROOM EGHANIGAL I / 5TORACE ADDITION I `�// 1 * ^UNHEATED- - - -- -UNHEATED- SM/ O -FI ISHED- I W ARA -,UNFINISHED- Q 6Ex F II -' PROPOSED - d SLAB ON GRADE a EMENT _ 4'Ib 9.F. _ 7. ib 4* 0 - - C 118 S.F. -- 465 BURGUNDY COURT 101 O I 0 - SOUTHOLD, NY 11971 11 PROPOSED I •� GRAWLSPAGE PROP.5'x4' ffS5 825 S.F. Q OPENINGS w/PANELS OZ e `r (CLOSED NORMALLY) DRAWING TITLE:- m - - - - - - - - - - - - BAGKFILL 01 q D NEW - - COMPACT EVERY III REROUTE EXISTING UP - - - - -° - - - - O- - - - - 6'.PROVIDE 5« PROPOSED FOUNDATION PLAN WATER SERVICE. GONG.SLAB H S EXISTING LOCATION -p STONE FINISH T a TO REMAIN. 1ax6 I ' V x b'CONCRETE A/C PAD 6ARACE - - - - - - -- -- - - • - • EXIST. SLAB ON GRADE- - -- - - - - - -- - - Q - -2'x15'GO .APRONS 4-0"PRO PROPOSED PAGE: + GRAL5PACE SPACE;5" BLUESTONE PATIO ABOVE 120 S.F. O 4- UN-REINFORCED Iq CONC.SLAB BAGKFILL Iqa j$ 1 . COMPACT EVERY . 611.PROVIDE B"�/// § I I CONC.SLAB NVAm 30".0 g*!!:ItI v S-0x---�-r 0 STONE FINISH MAX. MAX. DATE: 09/25/23 6 OF 20 m - - - - - - BOTTOM RISE GONG. STEPS;PROVIDE CONC. _ - - - - - --- - _ RISERS AND TREAD W/ STONE FINISH D A 20 I a; FROF05FE7) FOUI `��ATIOI PL A 1 GRAPHIC SCALE `�`J�ee "�IN.-P , N 0 S.F. HAB I TABLE SPA GE; 0 S.F. O ROSS AREA 50ALE: 5116" = I'-V 0 A L S��5 O L <E� : ---- - -- --- - - - FLOOR PLAN NOTES I � DOOR NOTE: l`IEl'�LAUNDRY ROOM: CONCRETE APRON -ri Oj I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT O I. NEW WASH/DRY HOOK UP S I. PROVIDE CONCRETE APRON SLAB TO TRANSITION Q ------- --- DOOR SCHEDULE - ON PLANS BY'JELD-WEN'(OR EQUAL). 2.COORDINATE LAUND.ROOM a DOOR DIM.b SMOOTHLY FROM SLAB EL.TO GRADE --- - ---- - 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT w/SIZE OF EQUIP. 2. APRON SLOPE SHALL BE NO STEEPER THAN IJ2 NEW PARTIAL HEIGHT R - ---- -- - - - - - ----- ---- --- ON PLANS BY 11- ATRU'(OR EQUAL). 5.PROVIDE HOOK UPS AS REQS PER MANU. 5. GROSS SLOPE MEASURED PERPENDICULAR TO EXI5TING TO BE DEMOLI5HED 5.NOTE DOES NOT INDICATE EACH NEW DOOR TRAVEL OF APRON SHALL BE NO 5TEEPER THAN 1.48 Uj WOOD FRAME (L•�7• �JTL• L_ DOOR MATERIAL PROPOSED;SEE DESI&NATION5 a DOOR SCHEDULE. FIRE 4.PLACE DOORS 4"MIN.FROM PERPENDICULAR DRYER EXHAUST NOTE: 4. BROOM FINISH TO PROVIDE SLIP-RESISTANT SURFACE w WHEN APPLICABLE) /� TA6 DESCRIPTION MANUFACTURER Q 0 I RATING NOTES I. DUCT SHALL TERMINATE TO EXTERIOR EXISTING TO REMAIN - // O WALLS,U.O.N. 2.DUCT SHALL TERMINATE MIN.W-O'FROM ANY J v WIDTH HEIGHT S.INSTALL AS PER MAMJ SPEC.'* OPENINGS EXIST,MEGH.ROOM, NEW FOUNDATION WALL u' - - - --- - - - - -J! 20 MIN.RATED b.PROVIDE(2)2`xl0"HDR.,U.O.N. 5,DUCT SIZE AS PER MANU. Ib 1. EXIST.WATER TANK TO REMAIN NEW WOOD FRAME (L.O. .. _ SELF-CLOSING -- - 1.SEE PA6E 6-005 FOR ALL OTHER FRAMING N /�/ 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER 2.EXIST.PEERLESS SERIES 12gp00 BTV BOILER ELEMENTS AROUND DOORS(TYP.FOR ALL)U.O.N. S.TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN MODEL NO.WBV-03-IIO-W(RUN HOT WATER To _ STL. WHEN APPLICABLE) r LEXI5LE TRANSITION DUCTS USED TO AIR HANDLERS) Lo L ------_- _ NOTE.STAIR a RAILING N CONSTRUCTION. R THE EXHAUST DUCT SYSTEM 5.ADD(5)NEW 56pO0 BTU MODEL NO. - - - - ---- �i -- - -- - I.T ALL NEW STAIRS SHALL HAVE MAX.6-1/4"RI a MIN.10" CONNECT THE TO C SHALL BE LIMITED TO SINGLE LENGTHS,NOT TO BGRMB665655N4 AIR HANDLER(RUN HOT NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL 10l GLIDERS 12'-O" ?'-0' • MASTER BDRM. Tr-RISERS SHALL BE CLOSED EXCEED b FEET AND SHALL BE LISTED AND LABELED a -0 f f - - - l IN ACCORDANCE WITH UL 2155A. WATER TO NEW AIR HANDLERS) „ _-;� _- _- _-_- J 2. GREATEST RISER HEIGHT IN A FLIGHT OF STAIRS SHALL w r WOOD FRAME (L.G. 5'TL. POST FOR 4 WALLS NOT EXCEED THE SMALLEST BY MORE THAN ". 6.EXHAUST DUGTs SHALL BE MIN 0.016"TNK RI61D 4.EXIST.ATTIC LEVEL AIR HANDLER TO REUSE O w �� (MIN. (2) 2"Xb" STRUCTURAL 102 -- - - POCKET 2' f • II i'. MASTER W.I.G. 5. HEADROOM IN STAIRWAYS SHALL BE AT LEAST&-b% METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS 5.FLUE AND FLUE VIA NEW CHIMNEY(SEPARATE � -Q • 0 WHEN APPLICABLE) _- _ L--JL -----' FLUE FROM DEDICATED CHIMNEY FLUE) - 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS. RUNNING IN THE DIRECTION OF AIR FLOW.EXHAUST tV P05T FOR b WALL5), U.C.N. - --L b.MAINTAIN 50"x50"CLEARANCE IN FRONT OF 103 SINGLE SWING 2'-b' -1'-0" I • MASTER BATH 4.1. SETY�EN CLEAR HEIGHT a HANDRAILS: 56"MIN. DUCTS SHALL NOT BE CONNECTED WITH 5HEET-METAL (V L Jr 4.2. BELOW HANDRAIL,RAIL ON ONE SIDE, 515"MIN. r�GREyJS MECHANICAL UNITS AS PER NYS MG 506.1 L tea. NEW 2-HR FIRE RATED - --- --__ - l 4.5. BELOW HANDRAIL,RAILS ON BOTH SIDES, 21"MIN. ,.MAX.LENGTH SHALL NOT EXCEED 25 FT FROM DRYER T•MAINTAIN ALL APPLICABLE VENTING O Lo Z v SINGLE SWING 2'-4' ?-0" • MASTER BATH 5. HANDRAILS SHALL BE PROVIDED ON NOT LE55 THAN LOCATION TO THE WALL OR ROOF TERMINATION.THE CLEARANCES REQUIRED PER NY5 MG 804. ^^ •� L.REMOVE ALL EXIST.HOT WATER BASEBOARDS I L WHENDAPPLICAME (LE)5'TL. 1O4 _- _ __- ---- -- -- - -- ONE SIDE OF EACH FLIGHT OF STAIRS CONTAINING FOUR MAX.LENGTH OF THE DUCT SHALL BE REDUCED 2.5 Q "N 105 1�- -SINGLE SWING MASTER BDRM, OR MORE RISERS,AND WHERE SHOWN ON PLANS. FEET FOR EACH 45°BEND AND 5 FEET FOR EACH q0° � 2'-6" -L'-0" b. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED BEND.THE MAX.LENGTH OF THE EXHAUST DUCT DOES O () WALKING SURFACES LOCATED MORE THAN 50"ABOVE NOT INCLUDE THE TRANSITION DUCT. TYPICAL MECHANICAL ROOM NOTES: ALL NEW WINDOWS SHALL BE ANDERSEN;INSTALL AS PER MANU.SPEG.'e. SEE PAGE "6-003"FOR NAILING 3 STRAPPING DETAILS. 106 DOUBLE 5WIN6 (2) 3'-O 8'-0" • • f FOYER ENTRY FINISHED FLOOR OR 6RADE,a WHERE SHOWN ON PLANS. I. FOR HP.FR.FLOOR-PROVIDE 1/2"GONG.BD.BY C m **SEE DOOR SCHEDULE FOR ALL 6LA55 DOORS FROM SAME MANUFACTURER"" " ,. 42"HIGH 6UARORAIL a SPINDLE SPAclx6 NOT To +� a- NEW EXHAUST FAN SHALL BE INSTALLED WHERE FOR PC. (OR EQUAL) 0 '^ - ---- ALLOW PASSAGE OF A 4"m SPfiERE;56"HIGH 2.FOR PC.FR.GL6.AND/OR WALLS-PROVIDE(i) .� � � u/ ---__--- - -- --__------_----._..-__--- _ -- - ��-- - FOYER GL. HANDRAIL a SPINDLE SPACING NOT TO ALLOW O VENTILATION 15 NOT MET BY MEANS OF NATURAL --- - - - -- - C�� CIRCULATION THROUGH WINDOWS OR DOORS TO �- 10 f DOUBLE 5WIN6 (2) I'-b" l'-0' LAYER OF 5/5"TYPE'X"GYP.BD.UL U505(OMIT ON 4-j -N _ PASSAGE OF A 4"A SPHERE. N O WINVOW CHART I- - - r- -- ----� b. 6RIPPABLE RAIL AS PER CODE. OUTDOOR SPACES A5 PER NY$MECH.GORE SECTION CONC.WALLS) O Q " --- __ --- --- 106 51N6LE SWING 2'-b" ?'-0' • BASEMENT 405.5.2.5;INSTALL AS PER MANU.SPECS 5.WHEN NEW,INSTALL FURNACE/BOILER AS PER MANU, 9. RAILINGS WITHIN DWELLING TO BE WOOD WITH WIRE. t1 EGRESS I _ -_ ----- _---- -_-_-,- --_---_- --._. _..- - -- SPEG.'a AND AS PER NYS MECH.AND FUEL 6A5 CODE r a- 0 CLEAR LIGHT VENT - - -- - - - - - -- -------- --- - ---- n 1 ROUGH OPENING I WINDOW DIMENSION I SMOKE DETECTOR/GO DETECTOR NOTES: NEW PLUMBING FIXTURES, 4.COMB.AIR VOLUME A5 PER MANU.SPEG.'a-PROVIDE W TA6 TYPE MODEL# OPENING PROV. PROV. IOq GLIDERS Ib'-O" "I'-0" • • 6REAT ROOM O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405, FRESH AIR INTAKE FROM EXTERIOR �- I ____ ,WIDTH REOV. 20' PER PER --_. - _- ---------- SMOKE/CARBON MONOXIDE COMBINATION DETECTOR SEE AL50 PLUMBING GENERAL NOTES ON PAGE 6-002. 5. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL -- - -- r - - ----- ����REQDD S.?"S.F. UNIT UNIT - J� • KITCHEN ENTRY �I HARD WIRED TO EACH OTHER w/BATTERY BACKUP. EMERGENCY SENT OFF SWITCH l - -- - WIDTH HEIGHT- WIDTH HEIGHT I10 SINGLE SWING 3'-O" T-0" • -- 2.INTERCONNECTION BETL^IEEN NEW a EXISTING DEVICES Oq NEW TILE FLOOR, 6.FOR 6AS SERVICE,PROVIDE 6A5 SHUT OFF SWITCH �-- - • SHALL NOT BE REQUIRED WHERE EXI5TIN6 ALARMS 1. NEW TILE FINISH(H.0.TO SELECT)UPON ,. LOCATE MECH.EQUIP.TO ALLOW FOR PROPER A(b) DOUBLE-HUNG TL^130410 3'-2 4" 5'-O 3'-I 5 O 6.1-f II.IT 6.20 III SINGLE 5WIN6- 2'-4" T'-0' _ DINING/PANTRY ARE NOT INTERCONNECTED,A5 PER NY5 R514.4. 2.ONE LAYER THINSET(LEVELED PROPERLY)UPON CLEARANCES AS PER CODE ��__ JL_= -- �_ L - - --- ----- - TO SANITARY -__ L 5.PROVIDE SMOKE/CO DETECTORS A5 INDICATED,AND 5 AIEW#"DUROGK GEMENT50ARD;OR MUD TO LEVEL UPON b.PROVIDE 5"FLOOR DRAIN a CONNECT Al (4) DOUBLE-HUNG T{^130410 2 �' 5'-O "-�i 3'-I " 5--O�' 6.1? ® ILL? P 6.20 I12 POCKET DOOR 2'-b" T'-O"- PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. 4.EXIST.Q"PLYWOOD SUBFLOOR BENEATH TO REMAIN IF IN SYSTEM AS PER NYS PLUMBING CODE • KITCHEN/PANTRY 4.SMOKE/CO DETECTORS TO MAINTAIN 5'MIN. �1 - -- -_-- ------_- - GOOD CONDITION;(GLUE a SGREW1r SCREW PERIMETER THERMOSTAT, -- �" " 3'-8�" n/A 4.?3 2.?q --- - --- -- - HORIZONTAL SEPARATION FROM SOI,-ER OR TUB. OF SHEATHING 4"O.G. a 12"O.G.O INTERIOR. IT B(b) DOUBLE-HUNG TW2036 2'-2 3'-8 2'-I� �'I �� - a OPENINGS TO BATHROOMS w/SHOWER OR TUB. O I. PROVIDE THERMOSTAT FOR(5)FfVAG ZONES, -� o 115 SINGLE 5WIN6 2'-b" ?'-0" • LAUNDRY ROOM 5.INSTALL ALL A5 PER MANU.SPEG.'s 5.HYDRONIG RADIANT HEAT THROUGHOUT(SEE -ZONE I. IST FLOOR,FOYER G(T) �DOUBLE-HUNG Tl^130510 lI 3-2 " 1� 6-0 l' 5--1 '" 6-O 7.58 13.15 -1.61 „ - -, L - - --_ - --- ---- - THERMOSTAT NOTE) --JL- J. J b.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR -ZONE 2. 1ST FLOOR,BEDROOM I r __. _ 114 51NCLE SWING 2 6 "I-0 • l DEN - _ „ -- ____ �L�i _Jf IN COMPLIANCE WITH LOCAL CODE -ZONE 5, 2ND FLOOR HALLWAY A/C CONDENSERS: 2. THERMOSTAT SHALL ALSO CONTROL(1 1)ZONES D(3) [CASEMENT GW15 2-4 V-O 4� b.b �;l b.b - - -- WINDOW NOTE: 10 I. PROVIDE(5)NEW 5-TON A/G CONDENSERS BY'RHEEM" FOR RADIANT FLOOR HEATING. 115 SINGLE SWING 2'-6" ?'-0" �f BATHROOM 2 --� O4 I. ALL NEW WINDOWS a DOORS SHALL BE ANDERSEN OR APPROVED EQUAL. -ZONE I, BEDROOM I - - --- -- 2.PROVIDE INDICATED TONNAGE SEPARATELY FOR EACH -ZONE 2, BATHROOM 1�� 1 2--5 �„ � a4 - _ -__--- _- ----. =-I--- CASEMENT,DOUBLE-HUNG,OR 6LIDIN6(AS NOTED). ZONE(SEE THERMOSTAT FOR ZONE DE516NATIOW. -ZONE 5, FOYER E(b) DOUBLE-HUNG TW2432 2'-6 6 -3'-4 _ 2'-5b 3'-4 n/A INSTALL AS PER MANU.SPEC.'S. � -- -_--_---_--L--- - --_-- _- --_- �� • MUDROOM GL. 5.INSTALL AS PER MANUFACTURER SPECS. -ZONE 4. DINING ROOM � J 1 �!i II6 SINGLE 5WIN6 f 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED] - ----- ----.- I -I �„ �, 4,14 - -- - --= -- -- - _ - - --- SEE DE516NATION5 a WINDOW SCHEDULE. 4.INSTALL UPON LEVEL&ROUND a PROVIDE GROUND -ZONE 5. KITCHEN -�--------- -- - I I"f SINGLE 5WIN6 g-0, 7, 0„ - • MUDROOM ENTRY 5.FOR 5UB5TINtION5,5EE NOTE" IN"GLASS WINDOW5 5URFAGE(GONG.PAD OR OTHER)w/WEIGHT RATING -ZONE b,DEN FI (I) DOUBLE-HUNG Ti^124410 2'-b}" 5'-0�" 5'-O}" n/A - - - SUFFICIENT TO ACCOMMODATE GROSS WEIGHT OF -ZONE,, BEDROOM 2 • - F(3) DOUBLE-HUNG T1�I24410 2'-b 5-0 2'-5 5'-O n/A 8 28 r W/TEMP.6L. AND DOORS"ON PAGE 6-002. - - �+'_---- -J 8.28 - 4.-14 - -- SIDELI6HT5 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. CONDENSER. -ZONE 8. BEDROOM 5 -- --L - ,---_._ L --_-_ - - _-r ----- • -- -- 5.ALL DOUBLE HUNG WINDOWS TO BE TILT WASH 5.ALWAYS LOCATE CONDENSER 10'MIN.FROM ANY 6A5 -ZONE 9, 2ND FLOOR HALL-WAY - - -- - 6(b) PICTURE TWT182? I'-10�" 2'-q I' q 2'-q I� n/A 2.9-I ! n/A 118 6LIDIN6 b'-O' "P-0" • • MUDROOM REAR b.IN GENERAL,TEMP.6L.SHALL BE PROVIDED, APPLIANCE,AND AT LEAST 5'FROM WIND0W5/DOOR5 -ZONE lo,BEDROOM 4 [ ___- -------_-i �' '_ 6.1. FOR ALL SKYLIGHTS a OPERABLE PANELS OF WHENEVER POSSIBLE. -ZONE 11,BEDROOM 5 5. H.O.TO SELECT MODEL INSTALL AS PER A H(4) PICTURE f'3045 2'-II 4'-5 3'-O n/A 10.4 MUDROOM n/A Ilq SINGLE 5WIN6 --- ----- --- -3-o" ---'f-0- - I • • - - Y 5wtN6IN6,SLIDING,a SIFOLD DOORS b.REROUTE EXIST.COOLANT LINE a EXISTI O A5 ; M NUF. 6.2. WITHIN I6"OF F.F. REQ.D;CONNECT CONDENSERS TO EXISTING a SPECS; r 1 _ _ - -----=� -- �� . _-=M u - - -- - - --_-_-- 6.5. WITHIN 24"OF A DOOR PROPOSED AIR HANDLERS NOTED SEPARATELY. 4. THERMOSTATS SHALL BE PLACED IN CENTRAL v GARAGE 6.4. WITHIN STAIRWAYS a WITHIN 56"OF A LANDING LOCATIONS(AS SHOWN,DESIGNATED FOR HVAG ----- 5'-4 5'-I 5'-4 6.64 12.03--I--b.bi -I 119A �51N6LE SWING 5'-O ?-O - -11 --� - -- !- -- 0 �LSEE FOOTNOTE(i) J b S. WITHIN TU5/SHowER ENCLOSURES PURPOSES),ALONG WITH SENSORS IN EACH k L I (4) DOUBLE-HUNG TW3052 5_2 �'- - �}" �!� -- 8b. SEE ALSO GENERAL NOTES ON PAGE 6-002 SOUND BARRIER BETWEEN ROOMS: RADIANT FLOOR HEATING ZONE.ALTERNATIVELY, J(U PICTURE AFFW6o45 5'-11 5'-2 ' �', 5'-II 5'-2 n/A 26S 1 n/A 1-GARAGE DOORS SHALL BE 20-MINUTE FIRE RATED(MIN) a SELF-CLOSING.ALTERNATIVELY,DOOR MAY BE AT LEAST 14'THK.50LID WOOD,SOLID STEEL,OR ?.SEE PACE G-005 FOR FRAMING ELEMENTS AROUND II FILL INTERIOR WALLS BETV�EN PUBLIC t PRIVATE AREAS, INDIVIDUAL THERMOSTATS,PLACED IN AN - - -- HONEYOMBGORE STEEL,AS PER R302.5.1 WINDOWS(TYP.FOR ALL)U.O.N.;PROVIDE AT A MINIMUM AND CAVITIES BETWEEN 2ND FL.JOISTS,WITH INSULATION ACCESSIBLE LOCATION,MAY BE INSTALLED IN --- i I - --- - TO PROVIDE A SOUND TRANSMISSION GLA55(5TG)FOR EACH OF THE RADIANT FLOOR HEATING ZONES. < o _ - -_- - _ ----- - -- - AI 2ON HEADER U.O.N. K(2) CASEMENT �GW24 4'-q'" - 4'-4 2'-I 4'-4 n/A 5."Iq 3.40 e.WINDow FALL PROTECTION SHALL BE PROVIDED PER AIRBORNE NOISE of NOT LESS 50 A5 MEASURED IN FREEZE PROOF HOSE BIB: �� 4 O 4'-8�" 4'-O" 6.8 14.4 13.5 ACCORDANCE WITH ASTM E 90 AS PER NYS BG 1206.2- -- - - -- LE5 THAN FOR OPERABLE WINDOWS WITH SILL HEIGHTS I6 FASTENED w/MASONRY ANCHORS(PRECISE LE55 TFtAN 24"ABOVE F.F.,THAT ARE MORE THAN,2' LOCATION TED.IN FIELD-CONSULT w/OWNER) L(1) DOUBLE-HUNG TW2042 2'-2 J" � - - ABOVE&RACE OR THE ADJACENT SURFACE AT THE PROVIDE NEW&A5 FIREPLACE UNIT. HOMEOWNER TO ^ \ -- - -- - - BUILDING EXTERIOR, 12 SELECT. CONNECT AS PER MANUFACTURER SPECS; UNDER-FLOOR AREA VENTS M(1) CASEMENT XWI4 �I{ 3 O 4 O 2'-11 4'-O' q.0 q 5 q.0 PROVIDE ALL NECESSARY VENTING THROUGH CHMNEY; q NEW VENT w/MIN.I S.F.NET VENTILATION OPENING PER -------L., - " ---- = J� :- . _ - --'-� _ -- - .-1� - _--JL=_ VERIFY CLEARANCES TO ALL OPENINGS. O - -- -- - --- - - - _- - -- - EGRESS NOTE: 2020 IRG R408;INSTALL AS PER MANU.SPECS WITHIN � I -_ - - 5'-0"OF BUILDING CORNERS N(U 6LIDIN6 642- -- 4'-O" I'-Il" J; B'-I I - I'-10 n/A -- 3.6--- - =2.40 --J IN DE,SECTION WITH NEW HE FO STATE BUILDING EGRESS WINDOW WELL, #„ J 15 PROVIDE NEW EGRESS WINDOW WELL a COVER BY GODS,SECTION R3102.Ir THE FOLLOWING MEANS OF ------ - _ --- -- EGRESS SHALL BE FOLLOWED, "ROGKWELL;66 SERIES"66"W.X44"H.OR EQUIVALENT. INSTALL A5 PER MAN.SPECS. HIGH EFFICIENCY LAMPS. NET CLEAR OPENINO...........5.77 S.F. NOT LESS THAN qO%OF THE PERMANENTLY INSTALLED NEW NET CLEAR HEIGHT...............24'MINIMUM NEW ATTIC AGGC-55-PULL DOWN STAIR: LI&HTINC FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY NET CLEAR WIDTH.................20"MINIMUM f4 I. MIN.550•CAPACITY LAMPS,AS PER 2020 NYS EGG R404.1 TYPICAL BATHROOM NOTE: 2.51ZE TO FIT MECH.EQUIP.THRU OPENING(MIN.22'x50") O I. WALL BOARD 5.1/2 HR FIRE RATED(KEQ.V FOR CARA6E STAIR ONLY) HOT WATER PIPING INSULATION: I.I. INSTALL M0157URE RESISTANT 6YP5UM BOARD IN 4•DEL.FRAMING WHEN NEW OPENING MECHANICAL 5Y5TEM PIPIN6 AND HOT WATER PIPING ALL BATHROOMS 5.WEATHERSTRIP AC-CE55 OPENING a PROVIDE R-4q SHALL BE INSULATED TO AN R-VALUE OF NOT LESS THAN 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND INSULATION A50VE w/PC.FR(OR EQ)BAFFLE OR R-5 FOR THE FOLL.OWIN6 CONDITIONS PER 2020 NYS EGG �B MRQUND5 RETAINER TO PREVENT INSULATION FROM ENTERING R405.4 a R405.5, 2. Sli?WER FLOORS DWELLING WHEN OPENED,AS PER NYE,EGG R402.2.4 2.1. NEW TILE FINISH(H.O.TO SELECT)UPON (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE 1. MECHANICAL SYSTEM PIPIN6 CAPABLE OF CARRYING 2.2. CONCRETE MUD-5ET(SLOPE 116"PER FOOT THERMAL ENVELOPE OF BUILDING). FLUIDS>105°F OR(55°F(R405.4) TOWARDS DRAIN)UPON 6.INSTALL AS PER MANU.SPEG.'s 2. PIPIN6 J"AND LARGER IN NOMINAL DIAMETER 2.5. WATER PROOF MEMBRANE TO COVER 5HOWER ,.CONSULT H.O.FOR PRECISE LOCATION OF ACCESS. 5. PIPIN6 SERVING MORE THAN(1)DWELLING UNIT FLOOR,WRAP DRAIN a ATLEAST 16"UP WALLS 4. PIPIN6 LOCATED OUTSIDE CONDITIONED SPACE 5. PIPIN6 PROM WATER HEATER TO A DISTRIBUTION MANIFOLD 6. PIPIN6 LOCATED UNDER A FLOOR SLAB 155'-8" T. BURIED PIPIN6 6. SUPPLY a RETURN PIPIN6 IN RECIRCULATION SYSTEMS OTHER THAN DEMAND RECIRCULATION SYSTEMS. N 14'-0" 20'-0" I6'-0" 56'-4" NEW 26'-4" 10'-0" }� (V•I,F.RI.REQ.'D O PER GRADE) I PROPOSED - - --- - STOOP a E E 4 E E E 6 H 6 ON CENTER PROPOSED DECK ABOVE_� h 144 S.F. i - - •�. (V d 124" • 24" m -- - i N 24'-q" 2,6• 101 NATURAL LIGHT b'-4" q'-b" � I VENTILATION FLOOR p'b q KITCHEN I 05EEND AREA 520 S.F. F S.F.REQ. S.F.PRov. C 4 G _- _ 511 S.F. ;ROOF LINE �GE'ILIN6 GEILIN6 - - - ---_-_- -- - -_- _ - F- _ _ LIGHT 25b S.F. 81b S.F. -- - __ --- - _ _ F REQ D f ------ - - - - 4 A 120 W PROPOSED VENT 126 S.F. 51S S.F. ` loq I Qz C C, - ---r �- -- MASTER REQ D O T 11GRO.J 0I a F-- -- 0 iv (BEDROOM U O I C C V QO p q -CATHEDRAL CEILING ! b'-I" 520 S.F. ' r e'-b"x II'-0"ISLAND T �++ J J `� PROPOSED �,�® f�`I ❑ I- �l -a/--- -- - ----- -- -------- 6REAT ROOM I AI501 I OI cV T60 S.F. L - -- T Q -OPEN- W q `tPROPOSED Y II'-0" COVERED ui A STOOP - - - b �• �, 116 _-_-__-- PROVIDE)j"THK.(MIN) PROJECT: n GYP.5D,AT GARAGE b Q Q Ilq 114A LANDING WALLS a GEILIN6,AS I, b'-0• ®-0„ r Q 5TEPS PER R302b /� 1 T' ALIGN H Q b'O"GL6. �- OSED mop, HOHT. B - B 7L -/ 108 INE_ T BAR - - -�'O I GAR GARAGEDDITON Lj-- 14'-2` 4'-I" 5'-I' S'-5" 5'-0" q'-II" 2'-8' -5'-G" O QH15 a HERS g -I`- 'e r 450 S.F.0 WALK-IN CL. 102 g 10,S.F. SM/GO I r - W Q Z - -- 112 b-5 PROPOSED5 /GO✓ t] 1 � PROP• e MUDROOM/ENTRY xIII BUTLER'S POI15 12o S.F.0 > u', b 4PAN7RY .� II in VO"01 6• �1 L _ J� " 2'-0 -- O465 BURGUNDY COURT _ SOUTHOLD, NY 11971 _ HAL�Y 1 p0 . -12'-5" 6'-0" � PROPOSED OFF - - - pp - / DR S.F. - 12 -lam-- Q IO LINEN �� �® 105 -CATHEDRAL GEILIN6 q 5 / \ iQ J IIb Iw o f r - 115 m 1�I� i DRAWING-TITLE:-- -- V _ __ _ __ __ _ - MODIFIED SLOP b «� 5M/GQ 2'-0" - _ _ _ _ _ A PROPOSED FIRST FLOOR PLAN PROPOSED --_e o DINING ROOM m �- SLOP - - / \ MASTER � 4' 6- a F Q 251 S.F. ' SINK -� FI BATHROOM I / v SHOWER B B I MODIFIED PROPOSED i- -OPEN- 7 104 1 TI S.F. I / - -�h1 2 -OPEN ABOVE- A 5'-b" 114 5 II Goy / �1pVERHEAD \ ELRELOC ECTRIC RELOG. GEILIN6 C=1LIN6 B E 4 I'-6" 2--0" 5'-6" ❑ DOOR un __-' I I b-0" I 5M/GO - - - - - - - - - - PANEL ELECTRIC > PROP. LAC .• 106 PROP, rR O Q I > ,I•x66"Tt1Bl AG AG A E9 r- m in \ LAUNDRY q PROPOSED ------------- -- ---o o- -- in ROOM F 1O wn I6AN5o` 4 6 IsoS F. o a~ - ---- - - - - - -- -- - -I PAGE: --- - - -� - 14'-2" MODIFIED bEM � AI AI 4 Al COVERED DRYER FROM '' Ow - .Q ---- -- --- --- -- -- 10�lmoo WINDOW D 6 H 6 G 4 G G G 4 G ON CENTER ABOVE EXIST. PROP. - - - - - - - D 4 D D - DATE: 09/25/23 7 OF 20 "e L a N- ------- 6'-6y2 6'-6y2^ 'F'-2y2" 4'-0" 12'-0" 4'-0" /2" �'-ey2` �'-'�'2" �'"`�2" 4'-2y2^ 2 e i 20'-0" I6'-O" IS'-5" II'-0" 14'-q" 21'-6" 15'-0" 20'-0" 0 5 10 20 (�'' GRAPHIC SCALE 1 �+= �'sJ-� 1 P 'OP05 1� SST FLOOR PLAN ® I1-1 5,555.4 J.F. HAE31TAE3LE SPACE; 5,555.4 S.F. OR055 AREA 50ALE: 5116" = 1'-0" FLOOR PLAN NOTES -- ODOOR NOTE:I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT NEW LAUNDRY ROOM: CONCRETE APRON ON PLANS BY'JELD-WEN'(OR EQUAU. O I, NEW WASH/DRY HOOK UP O I. PROVIDE CONCRETE APRON SLAB TO TRANSITION Q 15 SMOOTHLY FROM SLAB EL.TO GRADE - 2 INSTALL NEW EXTERIOR R5 W OUT 2.COORDINATE LAUND.ROOM d DOOR DIM.'a DOOR SCHEDULE CALLED w/SIZE OF EQUIP. ON SLOPE SHALL BE NO STEEPER THAN 1.12 _ NEW PARTIAL HEIGHT ON PLANS BY'THERMATR' O( R EQUAL) .PROVIDE OK UPS REDS PER MANU. S. CROSS SLOPE MEASURED PERPENDICULAR TO EXISTING TO BE DEMOLISHED -- - -- - - - - 5.NOTE DOES NOT INDICATE EACH NEW DOOR TRAVEL OF APRON SHALL BE NO STEEPER THAN 1,4L PROPOSED,SEE DE516NATION5 i DOOR SCHEDULE. DRYER EXHAUST NOTE, DOOR MATERIAL 4.PLACE DOORS 4"MIN.FROM PERPENDICULAR 4. B2ROOMF NISH TO PROVIDE SLIP-RE515TANT SURFACE W WOOD FRAME (L.G. STL. II W WHEN APPLICABLE) __ -.- __-_ I. DUCT SHALL TERMINATE TO EXTERIOR EXISTIN�7 TO REMAIN - - FIRE WALLS,U.O.N. 2.DUCT SHALL TERMINATE MIN.4'-0'FROM ANY J TA6 DESCRIPTION MANUFACTURER p NN RATING NOTES 5.INSTALL AS PER MAN)5PEG.'s OPENIN65 EXIST.MECH.ROOM, NEW FOUNDATION WALL WIDTH HEIGHT Q 6.PROVIDE(2)2"x1O"HDR.,U.O.N. 5.DUCT SIZE A5 PER MANU. Ib 1. EXIST.WATER TANK TO REMAIN NEW WOOD FRAME (L.�7. / -- - I 20 MIN.RATED T.SEE PAGE 6-005 FOR ALL OTHER FRAMING 4,DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER O 2.EX15T.PEERLE55 SERIES 12gp00 BTU BOILER STL. WHEN APPLICABLE) //// --1, - SELF-CLOSING ELEMENTS AROUND DOOR5(TYP.FOR ALL)U.O.N. 5•TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN MODEL NO.W51/-05-110-W(RUN HOT WATER To Q 'E'er `V CONSTRUCTION.FLEXIBLE TRANSITION DUCTS USED TO AIR HANDLERS • C -- - ------- - - STAIR A RAILING NOTE ) O I. ALL NEW STAIRS SHALL HAVE MAX.8-I/4"RI d MIN.IO" CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM 5.ADD(5)NEW 56,000 BTU MODEL NO. C MIN. 2) 2"x4" STRUCTURAL E SECOND FLOOR Tr-NEH STAIRS SHALL BE GLOVED SHALL BE LIMITED TO SINGLE LENGTHS,NOT TO BCRMB665655N4 AIR HANDLER(RUN HOT NEW I HR FIRE RATED � ( � _ ------. ._-- - c e Er �EXCEED FEET AND SHALL BE LISTED AND LABELED POST FOR 4" WALLS - - -- - -- - - -- - - - - - --- -', - " - --r- - - 2. GREATEST RISER HEIGHT IN A FLIGHT OF STAIRS SHALL IN ACCORDANCE WITH UL 2156A. WATER T NEW AIR HANDLERS) w r� WOOD FRAME (L.G. STL. 20l ( SINGLE SWING �I 1'�"- --'1'-0-- - • J' BATHROOM 5 NOT EXCEED THE SMALLEST BY MORE THAN$". 6.EXHAUST DUCTS SHALL BE MIN O.OIb"THK RI61D 4.EXIST.ATTIC LEVEL AIR HANDLER TO REUSE O w T- �_ -L L - WHEN APPLICABLE) �'- �' S.F.A.I.AND FLUE VIA NEW CHIMNEY(SEPARATE_ __-- - _ 5. HEADROOM IN STAIRWAYS SHALL BE AT LEAST b'-6% METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS MIN. 2 FOR 6" STRUCTURAL -- ( 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTH5, RUNNIN6 IN THE DIRECTION OF AIR FLOW.EXHAUST FLUE FROM DEDICATED CHIMNEY FLUE) ! _�I -- 1 b.MAINTAIN AL UNIT"CLEARANCE IN FRONT OF POST FOR 6 WALLS), U.O.N. 202 POCKET 2'-6' 7'-0' L ____ --- JJJ W LG 4.1. BETV�EN CLEAR HEIGHT d HANDRAILS: 56"MIN. DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL (V I NEW 2-HR FIRE RAT)=D 4.2. BELOW HANDRAIL,RAIL ON ONE SIDE, 515"MIN. SCREy�, MECHANICAL UNITS AS PER NY5 MG 306.1 L s - 4.5. BELOW HANDRAIL,RAILS ON BOTH SIDES, 2T"MIN. ').MAX.LENGTH SHALL NOT EXCEED 2S PT FROM DRYER T•MAINTAIN ALL APPLICABLE VENTING O ,,^^ Cu/ Z � WOOD FRAME (L.G. STL. 203 SINGLE SWING 2'-b" 7'-0' I BEDROOM 2 5. HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN LOCATION TO THE WALL OR ROOF TERMINATION.THE CLEARANCES REQUIRED PER NYs MG D04. ^ r- r_ b.REMOVE ALL EXIST.HOT WATER BASEBOARDS - - (' -- -1'- -I - ONE VIDE OF EACH FLIGHT OF STAIRS CONTAINING FOUR MAX.LENGTH OF THE DUCT SHALL BE REDUCED 2.5 `V WHEN APPLICABLE) - --_ -�� _ ! ' - --- BEDROOM 5 OR MORE RISERS,AND WHERE SHOWN ON PLANS. FEET FOR EACH 45"BEND AND 5 FEET FOR EACH q0" X V I - - -- - -2 b' l-011 : J 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED BEND.THE MAX.LEN6TH of THE EXHAUST DUCT DOESIGAL MECHANICAL ROOM NOTES �5 DOUBLE BI FOLD 2 2 b ��� WALKING SURFACES LOCATED MORE THAN Boll ABOVE NOT INCLUDE THE TRANSITION DUCT. O 204 SINGLE 5WIN6 II BEDROOM 5 GL. FINISHED FLOOR OR 6RADE,d WHERE SHOWN ON PLANS. I. FOR WD.FR.FLOOR-PROVIDE 1/2' CONG,BD.BY " ---I' -- - - 'I. 42"HIGH GUARDRAIL i SPINDLE SPACING NOT TO "DUROGK"(OR EQUAL) 0 0 r 206 POCKET ( 2'-6" • LO ALLOW PA55A6E OF A 4"0 SPHERE;56"HI6H NEW EXHAUST FAN SHALL BE INSTALLED WHERE 2,FOR WD.FR.GL6.AND/OR WALLS-PROVIDE(I) Q -}-+ -- -- -- MANUF- _..--- ------ -- -- BATHROOM O VENTILATION IS NOT MET BY MEANS OF NATURAL `- --- HANDRAIL d SPINDLE SPACING NOT TO ALLOW CIRCULATION THROUGH WINDOWS OR DOORS TO LAYER . 5/6"TYPE"X"GYP.BD.UL OVI (OMIT ON -FJ ♦� ALL NEW WINDOWS SHALL BE ANDERSEN;INSTAL_ S PER CA. WINDOVQ CHART**5EE DOOR FOR ALL CLASS DOORS FROM SAME MANUFACTURER I PASSAGE OF A 4"m SPHERE. N - ---- - - -- 201- - -SINGLE 5WIN6 2'-b" T-0' • BATHROOM 4 8. 6RIPPABLE RAIL K PER CODE. OUTDOOR SPACES A5 PER MA .SPECS CODE SECTION GONG,WALLS) 405.52.3;INSTALL AS PER MANU.5PEGV 5.WHEN NEW,INSTALL FURNAGE/BOII�R AS PER MANU. nn q. RAILIN6V WITHIN DWELLING TO BE WOOD WITH WIRE. SPEG's AND AS PER NY5 MECH.AND FUEL 6A5 CODE Q r �.t_ m O --- --- - - - -- -- - - SMOKE DETECTOR/GO DETECTOR NOTES: NEW PLUMBING FIXTURES: 4.COMB.AIR VOLUME AS PER MANU.SPEG.'s,-PROVIDE --- EGRESS 205 BI-FOLD 5'-O" i'-O" F • LAUNDRY CLOSET ROUGH OPENING WINDOW DIMENSION CLEAR LIGHT VENT -_ _- ___,_ �.- __ ___ _ _ __.- _.__ L O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT O8 ALL NEW PUJMBIN6 FIXTURES TO COMPLY WITH PG 405. FRESH AIR INTAKE FROM EXTERIOR OPENING PROV. PROV. SMOKE/CARBON MONOXIDE COMBINATION DETECTOR SEE ALSO PLUMBING 6ENERAL NOTES ON PA6E 6-002. 5. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL 20q DOUBLE SWING � (2)2'-0" I ?'-0' • BEDROOM 4 GL. HARD WIRED TO EACH OTHER w/BATTERY BACKUP. EMERGENCY SHUT OFF SWITCH TA6 TYPE MOL>EL# TEMP. WIDTHREG'D, 20' PER PER J _ -J - -' =- -- - -- 2.INTERCONNECTION BETWEEN NEW i EXISTING DEVICES O NEW TILE FLOOR: 6.FOR 6A5 SERVICE,PROVIDE 6A5 SHUT OFF SNITCH HEIGHT EOV, 24" UNIT UNIT 210 SINGLE SWING SHALL NOT BE REQUIRED WHERE EXISTING ALARMS q I. NEW TILE FINISH(H.O.TO SELECT)UPON T LOCATE MECH.EQUIP.TO ALLOW FOR PROPER WIDTH 5 T r C _ - � WIDTH HEIGHT OPEN REQ'D, 5.,S.F.'I � -I 2'-6" � ,'-0" L • - --- I l BEDROOM 4 ARE NOT INTERCONNECTED,A5 PER NY5 R514.4. 2.ONE LAYER THINSET(LEVEL®PROPERLY)UPON CLEARANCES AS PER GODS '- - - --.J- A(6) DOUBLE-HUNG TVJ50410 5'-2 �' �" 5'-I 5'-O b.l i- II.I? _ 6.20 -- _- - 5.PROVIDE SMOKE/CO DETECTORS A5 INDICATED,AND 5.NEW#"DUROCK CEMETITBOARD;OR MUD TO LEVEL UPON D.PROVIDE S FLOOR DRAIN I CONNECT TO SANITARY -I PER GENERAL ELEGTRIGAL NOTES ON PAGE 6-002. SYSTEM AS PER NY5 PLUMBING CODE ���� ----- ---_-' _-__ _ -- -- _-- _ -- --- - - ---_- ---------, 211 ----GLIDING-- -I b-O"-- -- 'i-O" 1 - ROOD DECK 4.EXIST. "PLYWOOD SUBFLOOR BENEATH TO REMAIN IF IN AI (4) DOUBLE-HUNG TW30410 -O�" b.17 f 0 , ILL? 6.20 L 4.SMOKE/GO DETECTORS TO MAINTAIN 5'MIN. - - �- - J_�� = ---_ -- -- - - ---- --- - -- - - --- - _-' GOOD CONDITION;(GLUE d SGREVU;SCREW PERIMETER l HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTSOF 2NERMONE 1. I �� 212 SINGLE SWING 2'-6" b'-0" INSULATED �STORA&E i OPENINC75 TO BATHROOMS w/5HOWER OR TUB, `- I�THIN6 4"O.G.d 12"O.G.d INTERIOR I? I. PROVIDE THERMOSTAT FOR(5)HVAG ZONES, -_ -_- -_ - --._ - - -- -- - - T TIiROU6HOUT rr f 5.HYDR.ONIG RADIANT HEAT SEE ° B(8) JL DouBLE-HUNG �L__- -TW.:056 �L--2_2�"--�,'- 3-8�° 2'-I 3'-8�" n/A 4.75 2.?q ----- -- - - -- - -- --- - -- - - - _ -- --- -- b.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR -ZONE 2, 1ST FLOOR BEDROOM LL _ C.'a THERMOSTAT ) ZONE I. IST FLOOR,FOYER NSTALL ALL A5 PER MANU.5PE r r f M05TAT NOTE --- __---_. - --_-_-� ---- ---�° �I b'-O�' S'-I 6'-O�' T.58 13 T5 1.61 215 POCKET 2'-0" 7-O -• -- -'� CLOSET IN COMPLIANCE WITH LOCAL GODS -ZONE 5,AND FLOOR,HALLWAY G(T) DOUBLE-HUNG TW50510 5-2 ]I ` ' - ( A/G CONDENSERS: 2. THERMOSTAT SHALL AL50 CONTROL(I I)ZONES I - J • BATHROOM 5 WINDOW NOTE: 10 I. PROVIDE(3)NEW 5-TON A/C,CONDENSERS BY"RHEEM" FOR RADIANT FLOOR HEATING /\/ -- i'-O' W _s- 4 I. ALL NEW WINDOWS d DOORS SHALL BE ANDERSEN OR APPROVED EQUAL. -ZONE I,BEDROOM 1 r I 14 SINGLE 5WIN6 2 2'-0' D(5) CASEMENT Gl^115 2'-4 5-0'� 2'-4�" 4'-II �" 8.6 q.2 8.6 --____ _�_ ..___ ..___ O CASEMENT,DOUBLE-HUNG,OR GLIDING(A5 NOTED). 2• VIDE INDICATED TONNAGE SEPARATELY FOR EACH -ZONE 2, BATHROOM I - - - -- - -- --!; ---- �� GARAGE DOORS SHALL BE 20-MINUTE FIRE RATED(MIN) d SELF-CLOSING.ALTERNATIVELY,DOOR MAY BE AT LEAST I-j"THK.SOLID WOOD,SOLID STEEL,OR INSTALL A5 PER MANU.SPEG.S. ZONE(SEE THERMOSTAT FOR ZONE DESIGNATION). -ZONE 5, FOYER f E(b) DOUBLE-HUNG TW-?452 2'-6�' V-4�' 2'-5 1" 5'-4�" n/A 5.Oq 2.q4 HONEYGOMBCORE STEEL.AS PER R502.5.1 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; 5.INSTALL AS PER MANUFACTURER SPECS. -ZONE 4,DINING ROOM _-- � ��-- ---- -��� SEE DESIGNATIONS i WINDOW SGFfEDULE, 4.INSTALL UPON LEVEL GROUND d PROVIDE GROUND -ZONE 5, KITCHEN 2'-5 5'-O�" n/A 8.28 4.-14 5.FOR SUBSTITUTIONS,SEE NOTE" IN"6LA55 WINDOWS SURFACE(GONG.PAD OR OTHER)w/11,06HT RATING -ZONE 6, DEN F(5) DOUBLE-HUNG TW24410 2'-6 5'-0�" AND DOORS"ON PAGE 6-002. SUFFICIENT TO ACCOMMODATE GROSS WEIGHT OF -ZONE 1, BEDROOM 2 • � ! 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. CONDENSER. -ZONE 8,BEDROOM 5 FI (1) DOUBLE-HUNG TW24410 2 6�" 5-0�" 2'-5 5'-O n/A 0 8.28 4,-14 5.ALL DOUBLE HUNG WINDOWS TO BE TILT WASH 5.ALWAYS LOCATE CONDENSER 10'MIN.FROM ANY 6A5 -ZONE q, 2NO FLOOR HALLWAY _ -�_.____-__I 6.IN GENERAL,TEMP.6L.SHALL BE PROVIDED, APPLIANCE,AND AT LEAST 5'FROM WINDOWV/DOORS -ZONE 10. BEDROOM 4 �I 6.1. FOR ALL SKYLI&HT5 d OPERABLE PANELS OF WHENEVER POSSIBLE. -ZONE 11. BEDROOM 5 6(8) PICTURE TVJTI82? I I 10 2'-q �" I'-q 2'-q(" n/A 2.77 n/A 5WIN61N6,5LIDIN6,i 51FOLD DOORS 6.REROUTE EXIST.COOLANT LINE d DUCTWORK AS 5. H.O.TO SELECT MODEL;INSTALL AS PER MANUF. --- _-_ _-_� _-----_..--- _-- ---- r --_. 6.2. WITHIN 18"OF F.F. REO.'D;CONNECT CONDENSERS TO EXISTING/ SPECS; H(4) PICTURE �245 - 2'-II 4'-5 5b 4'-4 n/A 10.4 n/A 6.5. WITHIN 24"OF A DOOR PROPOSED AIR HANDLERS NOTED SEPARATELY. 4. THERMOSTATS SHALL BE PLACED IN CENTRAL U LLL -- J -1 -I�---_ - -]'�� ��� 6.4. WITHIN STAIRWAYS d WITHIN 56"OF A LANDING LOCATIONS(AS SHOWN,DE5I6NATED FOR HVAC 6.5. WITHIN TUB/SHOWER ENCLOSURES PURPOSES),ALONG WITH SENSORS IN EACH 1 (4) DOUBLE-HUNG TW°'052 5'-2�" 5'-4�" 5'-I 5'-4�" 6.64 12.03 b.b? 6.6. SEE AL50 GENERAL NOTES ON PAGE 6-002 II SOUND BARRIER BETWEEN ROOMS, RADIANT FLOOR HEATING ZONE.ALTERNATIVELY, -I r ?.SEE PAGE 6-005 FOR FRAMING ELEMENTS AROUND O FILL INTERIOR WALLS BETWEEN PUBLIC d PRIVATE AREAS, INDIVIDUAL THERMOSTATS,PLACED IN AN J(I) PICTURE AFFW6045 -I 5'-II 5q" 5'-2 l,l 5'-II # `- V-2 L n/A 26.5 n/A- d WINDOWS(TYP.FOR ALL)U.O.N.;PROVIDE AT A MINIMUM AND CAVITIES BETI^IEEN 2ND FL.JOISTS,WITH INSULATION ACCESSIBLE LOCATION,MAY BE INSTALLED IN ° - LL (2)2"xIO'HEADER U.O.N. TO PROVIDE A SOUND TRANSMISSION GLASS(STG)FOR EACH OF THE RADIANT FLOOR HEATING ZONES. 6.WINDOW FALL PROTECTION SHALL BE PROVIDED PER AIR-BORNE NOISE OF NOT LESS 50 AS MEASURED IN FREEZE PROOF HOSE BIB: K(2) CASEMENT GV 124 4'-q" 4'-O 4'-8 4'-O" 6.8 1 ll 14.4 13.5 NY5 R512 2 FOR OPERABLE WINDOWS WITH SILL kE16HT5 ACCORDANCE WITH ASTM E q0,AS PER NY5 BG 1206.2 Ib FASTENED w/MASONRY ANCHORS(PRECISE _ 1' I J _.._--- . ---__ I� JL-.__ � J LESS THAN 24"ABOVE F.F.,THAT ARE MORE THAN O -- --__ __ - - --- LOCATION T.D.D.IN FIELD-CONSULT w/OWNER) I ---- -- - -' - - - - � �" - -- - I -- - - ABOVE GRADE OR THE ADJACENT SURFACE AT THE PROVIDE NEW 6A5 FIREPLACE UNIT. HOMEOWNER TO L(I) DOUBLE-HUNG TW:'042 2'-2 4' 4�" 2'-I 4 4 - n/A- - 5.'iq 5.40 BUILDING EXTERIOR. 12 SELECT. CONNECT AS PER MANUFACTURER SPECS; - - _ -- L --,-_ � f - -- =1� -_ _ O TEi PROVIDE PY CLEARANCES S TO ALLNTO NS TH5 6H CHMNEY; 19 tUN�.WDE E-N K/MI AREA NET VENTILATIONOPEN 5'-0�" 4'-0 L -_-_-_--- -_- -- _ ----_-- __- - _-- - - __:___._ IN COMPLIANCE WITVi NEW PORK STATE BUILDING EGRESS WINDOW WELL, 8'-0"OF BUILDING CORNERS IN6 PER 2=11 4-O' q.0 q•5 q•0 - IN COMECPPZPLIANCE NON HITH N 1;THE FOLLOWING MEANS OF 2020 IRG UI/IN INSTALL AS PER MANU.SPECS WITHIN l R510 N(1) CASEMENT GXd^114 � - �L - - I J M(U L = GLIDING =-� -6_ - �i -=4 � I'-II' S' II " - --�-�O I n/A =- -I �_ -� - 5.6 2.40 EGRESS SHALL BE FOLLOWED. 15 "ROC PROVIDE 66 SERIESW66"W X44 H OR EOUIVALENT. 11L1�� INSTALL A5 PER MAN.SPECS. H16H EFFICIENCY LAMPS- NET CLEAR OFEKINS...........5.T S.F. NOT LE55 THAN q0%OF THE PERMANENTLY INSTALLED NEW NET CLEAR HEIGHT...............24"MINIMUM NEW ATTIC ACCESS-PULL DOWN STAIR, LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY NET CLEAR WIDTH.................20"MINIMUM 14 1. MIN.550#CAPACITY LAMPS,AS PER 2020 NY5 EGG R404.1 TYPICAL BATHROOM NOTE. 2.51ZE TO FIT MECH.EQUIP.THRU OPENING(MIN.22'x50") O 1. WALL BOARD 5.1/2 HR FIRE RATED(KEQ.V FOR 6ARA6E STAIR ONLY) HOT WATER PIPING INSULATION: I.I. INSTALL M0157UPM RESISTANT GYPSUM BOARD IN 4.VEIL.FRAMING WHEN NEW OPENIN6 MECHANICAL SYSTEM PIPING AND HOT WATER PIPING ALL BATHROOMS 5.WEATHERSTRIP ACCESS OPENING d PROVIDE R-4q SHALL BE INSULATED TO AN R-VALUE UE OF NOT LESS THAN 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND INSULATION ABOVE w/HD.FR.(OR EO)BAFFLE OR R-5 FOR THE FOLLOWING CONDITIONS PER 2020 NYS EGG TUB SURROUNDS RETAINER TO PREVENT INSULATION FROM ENTERING R405.4 d R405.5. 2. SHOWER FLOORS DWELLING WHEN OPENED,AS PER NY5 EGG R402.2.4 2.1. NEW TILE FINISH(H.O.TO SELECT)UPON (OMIT WHEN ATTIC,ACCESS DOES NOT PENETRATE 1. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYIN6 2.2. CONCRETE MUD-SET(SLOPE 1/6"PER FOOT THERMAL ENVELOPE OF BUILDING). FLUIDS>105°F OR<55-F(R405.4) TOWARDS DRAIN)UPON 6.INSTALL A5 PER MANU.SPEG.'s 2. PIPING J"AND LARGER IN NOMINAL DIAMETER 2.5. WATER PROOF MEMBRANE TO COVER SHOWER T•CONSULT H.O.FOR PRECISE LOCATION OF ACCESS. 5. PIPING SERVING MORE THAN(1)DWELLINI6 UNIT FLOOR,WRAP DRAIN d ATLEA5T ID"UP WALLS 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE 5. PIPING FROM WATER HEATER TO A DISTRIBUTION MANIFOLD b. PIPING LOCATED UNDER A FLOOR SLAB 'I. BURIED PIPING ; 6. SUPPLY d RETURN PIPING IN RECIRCULATION SYSTEMS OTHER THAN DEMAND RECIRCULATION SYSTEMS. i I q4'-2" 41'-10" 2-1" 16'-0" 21'-5" 151-o" � I 15'-10" 2 6.-0. 12-0" Q 0jd q'-Ily2^ I1'-Oy2 Z LLI PROP, 4 AI A 4 A 4 . ROOF DECK r ' O 127 S.F. d> V 6 4 H 6 -X54' - - - 521xbb" 8 �� � TUB NATURAL LIGHT E 5lx� S 5 MODIFIED VENTILATION ---_ - � / l/ w Q I I SOP 2� U BEDROOM 5 FLOOR ITS S.F. O //�w a a AREA _ l/v� � O p PROPOSED - - - - - - - S.F.REGI. S.F.PROV. /V in BATHROOM 5 15b S.F. T SELECT) PROPOSED ONPRE 14.0 S.F. 553 5,F. BATHROOM 4 PROJECT: / vlEw o T. v 5 VENT GO 18.6 S.F. ' / 14'-10" I 121-4" SM/Go 206 ® REQ'D ':� C• 0 2 SANTIS ® 20l � PROF. _ 207 FAMILY ROOM ' 0 I\ I -VAULTED.FILING J ��f ADDITION 165 S.F. W PROP, II O II IT = • / q RAGE 203 / 5 8'H6HL6 _ 14 q 5M/GO -•UNF ISHED_ ^" l ATEV- 6'O'GL6. / �- CEILING ER b'-0"- PROP• H6HT. 5 VVV SM/CO PROP. 11 iy PROPOSED 4 ► CL. 202 SM,� $ HALLWAY O� 2IT8 Z -I L _- _ _ 5 n 465 BURGUNDY COURT - LTDID�Y• �° 2IIT li Q - - - �� � ' _ -•UNFNI5HED- SOUTHOLD, NY 11971 PROPOSED) 2y2" 4 �. , ��- O tl' S-b" b-5" 5-b" fk� PROP• N1ALK-IN 1 iATH 5 u2 �" 2I5 214 5 DRAWING TITLE: PROP.NO.FR.GHIMNEY tea-�A e FOR MODIFIED w MODIFIED II 212 PROPOSED SECOND FLOOR PLAN MECHANICAL VENTING d BEDROOM 2 v U V BEDROOM 4 O FIREPLACE VENTING) --CATHEDRAL CEILING^• Y -CATHEDRAL CEILING- 206 S.F. ry S.F.- - - - _ _ _ NATURAL LIGHT d OPEN To ' � VENTILATION I BPJ..OW FLOONATURAL LIGHT d - ry NN NN VENTILATION FLOOR 250 S.F. W !� j'!II AREA 206 S.F. -11 LLA1T�E � I � I "7 S.F.REQ. S.F.PROV. V� 11V S.F.REQ. S.F.PROV. w »UNF NASHED� w PAGE: LIGHT FURRED WALLS TO V -6'-5"GEILIN6� V 20.0 S.F. 50.6 S.F. ALIGN WITH EXIST. LIGHT ��'D CONDITIONS REQb 16.5 S.F. 24.1 S.F. ® REQ D 10.0 S.F. IS 5 S.F.VENT- -- - ® - - � 6.2 S.F. 15.5 S.F. ® - - - -- -- 6 4 H 6 -� 04mOO L -•BANQUET-• 4 J -•BANQUET- ---- _-- --- _ K 4 K _ _ DATE: 09/25/23 8 OF 20 I 4 I I 4 I 6'-?y2".-_-_ b-10y2-- b-4» 6' » 6�6y2" 6'-�2" 4'-by2" 6'-11" 4'-by2" b-6.-, a ITy2" p 2'-1` I6'-O" iL 441 t11 0 5 10 20 FRCFOSEI� SECOI `d� FLOOR PLAN GRAPHIC SCALE 1,52-1.2 S.F. HABITABLE SWAGE; I,C 58.5 S.F. OROSS AREA SCALE: 3/16" = P-O" '*,,/�/l �/I )/ FLOOR PLAN NOTE5 ODDOR NOTE: b NEW LAUNDRY ROOM: 1. PROVIDE E GO CRETE APRON SLAB TO 7RAN51TION Q AON I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT O I. NEW WASH/DRY HOOK UP 15 ON PLANS BY'JELD-WEN'(OR EQUAU. 2.COORDINATE LAUNO.ROOM 4 DOOR DIM.'s SMOOTHLY FROM SLAB EL.TO 6RADE 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT 2. APRON SLOPE SHALL BE NO STEEPER THAN 1.12 ON PLANS BY"1HERMATRU'(OR EQUAL). w/SIZE OF EQUIP. 5• GROSS SLOPE MEASURED PERPENDICULAR TO w - AEXI5TINO TO BE DEMOLISHED NEW PARTIAL HEIGHT 5.NOTE DOES NOT INDICATE EACH NEW DOOR 5•PROVIDE HOOK UPS AS REQS PER MANU. TRAVEL OF APRON SHALL BE NO STEEPER THAN 1:48 i WOOD FRAME (L.O. 5TL. PROPOSED;SEE DESIGNATIONS 4 DOOR SCHEDULE. DRYER EXHAUST NOTE: (2%SLOPE) W WHEN APPLICABLE) 4.PLACE DOORS 4"MIN.FROM PERPENDICULAR 1. DUCT SHALL TERMINATE TO EXTERIOR 4. BROOM FINISH TO PROVIDE SLIP-RE515TANT SURFACE EX 15T I N(5 TO REMAIN 5.HALLS, TALLUAS PER MANu SPEG.'s 'J 2.DUCT SHALL TERMINATE MIN.4'-0'FROM ANY C OPENINGS EX15T,MECH.ROOM: NEW FOUNDATION WALL 8.PROVIDE(2) 005 HDR.,U.O.N. 5.DUCT 51ZE AS PER MANU. Ib I. EXIST.WATER TANK TO REMAIN T.SEE PAGE 6-005 FOR ALL OTHER FRAMING w ^' NEW WOOD FRAME (L.L7. � 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER 2.EXIST.PEERLESS SERIES 129p00 BTU BOILER `V ELEMENTS AROUND DOORS(TYP.FOR ALU U.O.N. 5.TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN MODEL NO.WBV-05-110-W(RUN HOT WATER TO Q 5TL. WHEN APPLICABLE) �� _� CONSTRUCTION.FLEXIBLE TRANSITION DUCTS USED TO AIR HANDLERS) O2 STAIR 4 RAILING NOTE: CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM 5.ADD(13)NEW 56,000 BTU MODEL NO. C O) I. ALL NEW STAIRS SHALL HAVE MAX.6-1/4"RI 4 MIN.10" SHALL BE LIMITED TO SINGLE LEN&TH5,NOT TO MIN. (2) 2"X4" STRUCTURAL Tr-RISERS SHALL BE CLOSED EXCEED 6 FEET AND SHALL BE LISTED AND LABELED BGRMB663653N4 AIR HANDLER(RUN HOT Z) T- O NEW I-HR FIRE RATED © 2. GREATEST RISER HEIGHT IN A FLIGHT OF STAIRS SHALL WATER TO NEW AIR HANDLERS) •, T- (p POST FOR 4" WALLS IN ACCORDANCE WITH UL 2156A. 4.EXIST.ATTIC,LEVEL AIR HANDLER TO REUSE •, WOOD FRAME (L.O. 5TL, NOT EXCEED THE SMALLEST BY MORE THAN 1". 6.EXHAUST DUCTS SHALL BE MIN 0.016"THK R16ID 0 (MIN. (2) 2"x6" STRUCTURAL 5. HEADROOM IN STAIRWAYS SHALL BE AT LEAST 8'-8". METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS S.F.A.I.AND FLUE VIA NEW CHIMNEY(SEPARATE _ '� WHEN APPLICABLE) 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS. RUNNING IN THE DIRECTION OF AIR FLOW EXHAUST FLUE FROM DEDICATED CHIMNEY FLUE) .� NN }. 0 b.MAINTAIN 50"x5O"CLEARANCE IN FRONT OF POST FOR 6" W }i 1 1� I WALLS), U.O.N. 4.1. BETWEEN CLEAR HEIGHT 4 HANDRAILS: 56"MIN. DUCTS SHALL NOT BE CONNECTED WITH 5HEET-METAL N NEW 2-HR FIRE RATED 4.2. BELOW HANDRAIL,RAIL ON ONE SIDE. 515"MIN. 51REHS MECHANICAL UNITS AS PER NYS MG 506.1 � ^ � y 4.5. BELOW HANDRAIL,RAILS ON BOTH SIDES. 2-7"MIN. T.MAX.LENGTH SHALL NOT EXCEED 25 FT FROM DRYER T•MAINTAIN ALL APPLICABLE VENTING O C L,'/ L v WOOD FRAME (L.G. STL. 5. HANDRAILS SHALL BE CLEARANCES REQUIRED PER NYS MG 604.PROVIDED ON NOT LE55 THAN LOCATION TO THE WALL OR ROOF TERMINATION.THE �^1 •- r r ONE SIDE OF EACH FLIGHT OF STAIRS CONTAINING FOUR MAX.LENGTH OF THE DUCT SHALL BE REDUCED 2.5 6.REMOVE ALL EXIST.HOT WATER BASEBOARDS WHEN APPLICABLE) OR MORE RISERS,AND WHERE SHOWN ON PLANS. FEET FOR EACH 45"BEND AND 5 FEET FOR EACH 90° cc X Y V 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED BEND.THE MAX.LENGTH OF THE EXHAUST DUCT DOES G (� I WALKING SURFACES LOCATED MORE THANO 50"ABOVE NOT INCLUDE THE TRANSITION DUCT. TYPICAL MECHANICAL ROOM NOTES. C 0 FINISHED FLOOR OR GRADE,4 WHERE SHOWN ON PLANS. 1. FOR M.FR.FLOOR-PROVIDE 1/2"CONC.B .BY 1. 42"HIGH GUARDRAIL 4 SPINDLE 5PACIN6 NOT TO 'tVROGK"(OR EOUAL) 0 0 ��1 ALLOW PA55ASE OF A 4"0 SPHERE;56"HIGH NEW EXHAUST FAN SHALL BE INSTALLED WHERE 2,FOR Wp•FR.GLO.AND/OR WALLS-PROVIDE(I) O ++ HANDRAIL 4 SPINDLE SPACING NOT TO ALLOW O VENTILATION IS NOT MET BY MEANS OF NATURAL u PASSAGE OF A 4"4"SPHERE. CIRCULATION IRCULOUTDO TISPAGE PER OR DOORS GODS SECTION LNG.YER or NAL5/,6'TYPE"X"GYP.BD.UL U505(OMIT ON -F-� N 0 6. 6RIPPABLE RAIL AS PER CODE. C . 0 9. RAILIN65 WITHIN DWELLING TO BE WOOD WITH WIRE. 405.5.2.5;INSTALL AS PER MANU.SPECS S.WHEN NEW,INSTALL FURNACE/BOILER AS PER MANU. cc 5PEC.'s AND AS PER NY5 MECH.AND FUEL GAS CODE „ �< r G 0 5MOKE DETECTOR/GO DETECTOR NOTES: NEW PL.UMBIN6 FIXTURES: 4.COMB.AIR VOLUME AS PER MANU.SPEG.e-PROVIDE O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. FRESH AIR INTAKE FROM EXTERIOR (W SMOKE/CARBON MONOXIDE COMBINATION DETECTOR SEE ALSO PLUMBING GENERAL NOTES ON PACE 6-002. 5. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL HARD WIRED TO EACH OTHER w/BATTERY BACKUP. EMERGENCY SHUT OFF SWITCH 2.INTERCONNECTION BETWEEN NEW 4 EXISTING DEVICES Oq NEW TILE FLOOR: b.FOR GAS SERVICE,PROVIDE GAS SHUT OFF SWITCH SHALL NOT BE REQUIRED WHERE EXISTIN6 ALARMS I. NEW TILE FINISH(H.O.TO SELECT)UPON T LOCATE MECH.EQUIP.TO ALLOW FOR PROPER ARE NOT INTERCONNECTED,AS PER NYS R514.4. 2.ONE LAYER THIN5ET(LEVELED PROPERLY)UPON CLEARANCES AS PER CODE 5.PROVIDE SMOKE/GO DETECTORS AS INDICATED,AND 5•NEW 4'DUROGK CEMENTBOARD;OR MUD TO LEVEL UPON 6.PROVIDE 5"FLOOR DRAIN 4 CONNECT TO SANITARY PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. 4.EXIST.I"PLYWOOD SUBFLOOR BENEATH TO REMAIN IF IN SYSTEM A5 PER NYS PLUMBING CODE 4.SMOKE/CO DETECTORS TO MAINTAIN V MIN. GOOD CONDITION;(GLUE 4 SCREW);SCREW PERIMETER ' ) HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS OF SHEATHING 4"O.G. 4 12'O.G.• INTERIOR. IT THER 1. PROVIDE DETTHERM05TAT FOR(5)HVAG ZONES:4 OPENIN65 TO BATHROOMS w/SHOWER OR TUB. 5.HYDRONIG RADIANT HEAT THROUGHOUT(SEE 5.INSTALL ALL AS PER MAN).SPEG.b -ZONE I. IST FLOOR,FOYER 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR THERMOSTAT NOTE) -ZONE 2- IST FLOOR,BEDROOM I IN COMPLIANCE WITH LOCAL CODE -ZONE 5. 2NO FLOOR,HALLWAY A/C CONDEN5ERS. 2. THERMOSTAT SHALL ALSO CONTROL(II)ZONES WINDOW NOTE: 10 I. PROVIDE 0)NEW 5-TON A/G CONDENSERS BY"RHEEM" FOR RADIANT FLOOR HEATING. ^ ` O 1. ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN OR APPROVED EQUAL. -ZONE I.BEDROOM I ( IN), CASEMENT,DOUBLE-NUNS,OR 6LIDINS(AS NOTED). 2•PROVIDE INDICATED TONNAGE SEPARATELY FOR EACH -ZONE 2. BATHROOM I INSTALL AS PER MANU.5FEG.'S. ZONE(SEE THERMOSTAT FOR ZONE DESIGNATION). -ZONE 5. FOYER 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; 5.INSTALL AS PER MANUFACTURER SPECS. -ZONE 4. DINING ROOM SEE DESIGNATIONS 4 WINDOW SCHEDULE. 4.INSTALL UPON LEVEL 6ROUND 4 PROVIDE&ROUND -ZONE 5. KITCHEN 4-1 5.FOR SUBSTITUTIONS,5EE NOTE*M IN"GLASS WINDOWS SURFACE(GONG.PAD OR OTHER)w/WEIGHT RATING -ZONE 6. DEN AND DOORS"ON PAGE 6-002. SUFFICIENT TO ACCOMMODATE GROSS PEICHT OF -ZONE-1, BEDROOM 2 • 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. CONDENSER. -ZONE 6. BEDROOM 5 S.ALL DOUBLE HUNG WINDOWS TO BE TILT WASH 5.ALWAYS LOCATE CONDENSER 10'MIN.FROM ANY OAS -ZONE 9. 2ND FLOOR HALLWAY 6.IN GENERAL,TEMP.OIL.SHALL BE PROVIDED. APPLIANCE,AND AT LEAST 5'FROM WINDOWS/DOORS -ZONE 10, BEDROOM 4 6.1. FOR ALL SKYLIGHTS 4 OPERABLE PANELS OF WHENEVER POSSIBLE. -ZONE 11, BEDROOM 5 SWIN61N6,SLIDING,4 51FOLD DOORS 6.REROUTE EXIST.COOLANT LINE 4 DUCTWORK AS 5. H.O.TO SELECT MODEL;INSTALL AS PER MIANUF. I 6.2. WITHIN 16"OP F.F. REO.'D;CONNECT CONDENSERS TO EXISTING 4 SPECS; U 6.5. WITHIN 24"OF A DOOR PROP05ED AIR HANDLERS NOTED SEPARATELY. 4. THERMOSTATS SHALL BE PLACED IN CENTRAL 6.4. WITHIN STAIRWAYS 4 WITHIN 56"OF A LANOINS LOCATIONS(AS SHOWN,DE516NATED FOR HVAG 63. WITHIN TUB/5HOWER ENCLOSURES PURPOSES),ALONG WITH SENSORS IN EACH 6b. SEE Al-50 6ENERAL NOTES ON PAGE 6-002 5OUND BARRIER BETWEEN ROOM5: RADIANT FLOOR HEATIN&ZONE.ALTERNATIVELY, -I.SEE PAGE 6-005 FOR FRAMING ELEMENTS AROUND II FILL INTERIOR WALLS BETWEEN PUBLIC 4 PRIVATE AREAS, INDIVIDUAL THERMOSTATS,PLACED IN AN WINDOWS(TYP.FOR ALL)U.O.N.;PROVIDE AT A MINIMUM AND CAVITIES BETWEEN 2ND FL.JOISTS,WITH INSULATION ACCESSIBLE LOCATION,MAY BE INSTALLED IN (2)2"AO"HEADER U.O.N. TO PROVIDE A SOUND TRANSMISSION GLASS(5TC)FOR EACH OF THE RADIANT FLOOR HEATING ZONES. o - 6.WINDOW FALL PROTECTION SHALL BE PROVIDED PER AIR-BORNE NOISE OF NOT LE55 50 AS MEASURED IN FREEZE PROOF HOSE BIB. NYS R512.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS ACCORDANCE WITH ASTM E 90,A5 PER NYS BC 1206.2 I6 FASTENED w/MASONRY ANCHORS(PRECISE v J LE55 THAN 24"ABOVE F.F.,THAT ARE MORE THAN T2" LOCATION TBD IN FIELD-CONSULT w/OWNER) ABOVE ORADE OR THE ADJACENT SURFACE AT THE PROVIDE NEW&A5 FIREPLACE UNIT. HOMEOWNER .TO ^ ^ ` BUILDING EXTERIOR. 12 SELECT. CONNECT AS PER MANUFACTURER SPECS; UNDER- PROVIDE ALL NECESSARY VENTING THROUGH CHMNEY; NEW VENT w K/MIN. AREA VENTS VERIFY CLEARANCES TO ALL OPENIN65 19 N.I S.F.NET VENTILATION OPENING PER EGRE .SS NOTE. 2020 IRG R406;INSTALL AS PER MANU.SPECS WITHIN IN COMPLIANCE WITH NEW YORK STATE BUILDIN6 E6RE55 WINDOW WELL. 5'-0"OF BUILDING CORNERS CODE,SECTION R310.2.1;THE FOLLOWING MEANS OF 15 PROVIDE NEW E&RE55 WItmOW WELL 4 COVER BY ESRE55 SHALL BE FOLLOWED. "ROGKWELL,66 SERIES"6b"W.X44"H.OR EQUIVALENT. INSTALL AS PER MAN.5PEC5. HIGH EFFICIENCY LAMPS, NET CLEAR OPENINC...........5.?S.F. NOT LE55 THAN 40%OF THE PERMANENTLY INSTALLED NEW NET CLEAR HEIGHT...............24"MINIMUM LI6HTIN&FIXTURES SHALL CONTAIN ONLY H16H-EFFICACY 1. MIN.550 M CAPACITY NET CLEAR WIDTH.................20"MINIMUM I4 ATTIC AGGE55-PULL DOWN STAIR. LAMPS,AS PER 2020 NY5 EGG R404.1 I. M TYPICAL BATHROOM NOTE: 2.SIZE TO FIT MECH.EQUIP.THRU OPENING(MIN.22"x5O") O5 I WAIL BOARD 5.1/2 HR FIRE RATED(REQ.'D FOR 6ARA6E STAIR ONLY) HOT WATER PIPIN6 INSULATION: I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN 4•DEL.FRAMING WHEN NEW OPENING MECHANICAL SYSTEM PIPIN6 AND HOT WATER PIPIN6 ALL BATHROOMS 5.Y^EATI-ERSTRIP ACCESS OPENING 4 PROVIDE R-44 SHALL BE INSULATED TO AN R-VALUE OF NOT LESS THAN 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND INSULATION ABOVE w/NO.FR.(OR EQJ BAFFLE OR R-5 FOR THE FOLLOWING CONDITIONS PER 2020 NYS EGG TUB SURROUNDS RETAINER TO PREVENT INSULATION FROM ENTERING R405.4 4 R405.5, 2. SHOWER FLOORS DWELLING WHEN OPENED,AS PER NYS EGG R402.2.4 2.1. NEW TILE FINISH(H.O.TO SELECT)UPON (OMIT WHEN ATTIC AGGE55 DOES NOT PENETRATE I. MECHANICAL SYSTEM PIPIN6 CAPABLE OF CARRYING 2.2. CONCRETE MUD-SET(SLOPE I/6"PER FOOT THERMAL ENVELOpE OF BUILDING). FLUIDS>I05"F OR<55"F(K405.4) TOWARDS DRAIN)UPON 6.INSTALL A5 PER MANU.SPEC.'S 2. PIPIN6 J"AND LARGER IN NOMINAL DIAMETER 2.5. WATER PROOF MEMBRANE TO COVER SHOVER T•CONSULT H.O.FOR PRECISE LOCATION OF ACCESS. 5, PIPIN6 SERVING MORE THAN(1)DWELLING(UNIT FLOOR,WRAP DRAIN 4 ATLEAST 16"UP WALLS 4. PIPIN6 LOCATED OUTSIDE CONDITIONED SPACE 5. PPN6 FROM WATER HEATER TO A DISTRIBUTION MANIFOLD 6. PIPIN6 LOCATED UNDER A FLOOR SLAB T. BURIED PIPIN(9 6. SUPPLY 4 RETURN PIPIN6 IN RECIRCULATION SYSTEMS OTHER THAN DEMAND RECIRCULATION SYSTEMS. _ 4"x5"ALUM. 6"x5"ALUM. m DOWNSPOUT GUTTER HIGH GUTTER(TYPJ� Q frYpJ POINT(TYP) 4"x5"ALUM. -DOWNSPOUT r- - - - - - - - - - - - - - - -- -- - - - Lv - I 1 a -- g ( ri rPRO D> - - - - - - - d _ - - _ - - -ALUM- - l ROOF OEGK - - - - - - - - - - - - - - - - - - - - SUTTER HIGH DOWNS( JJ-' I`2 PITCH 12:12 PITCH �4"WAL:lum. GUTTER H16H COyQySpOUT UPPER 4"x5"ALUM DWNcrylp)9POUT POINT Pll P) (m'J POINT(T YPJ DO - - - - - - - - - - -- - -- -- D 4vOP�PO GUTTER HIGH a POINT(TYP) }t - - - - - m d� 12.I�PITvG�H I I n� -L - - - - - - - - - U A-501 - U x ^' U 12.12 PITCH FL F w 7 10 Ib 1 F- H IEL PONT�IR(TYPJ L - J r I 12.12 PITCH 12:12 PITCH PROJECT: 12,12 PITCH an SANTIS a n a c0.V 12 PITCH a ADDITION - - - - r - - - -1 11 F� I a I I � - - - - - �' r 465 BURGUNDY COURT °CI PROV.S J SHING a f SOUTHOLD, NY 11971 N V -- - AT WALL(TYp) 0. `I' 12:12 PITCH 12.12 PITCH 12.12 PITCH a n m V IL 4"x5"ALUM. SUTTERIGH DRAWING TITLE: x$ ** p} -- - - GLITTER HIGH v J [DoPW)NSPOUT POINT(TYpJ C POINT _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _J PROPOSED ROOF PLAN I I _ � v� •r � � I i I -' 4"x5"ALUM. UPPER SUTTER HIGH r { D(TOp JSPOUT SUTTEROORMERt/ POINT(TYP) D - -- - - - - - - - - - - - - - - - - - - 4"x5"ALUM. 6UTTgRU HIS - - - - - GIJrTER HIGH UPPER 4"x5"ALUM. ' - - - - - - - - - - - - - - - - - -DPWNSPOUT POINT(TYP) I I POINT(TYPJ DOHNSFOUT(T1 PJ 4'x5"ALUM. PO W N 5 P O U T - - - - - - - - - - - - - - - - - - - - - - - - - - PAGE: � J (TYP) "~" 4'x5'ALUM. 6UTTER HIGH MIDDLE DOWN 5 P O U T - - - - - - - - - - - - - - - - - - - - - A-lu"GoOO L I LTYP) POINT(TYP) --- -- - ---- - - -- ------ ----------- - - -------- - 1 4"x5"ALUM. 4"x5"ALUM. b"x5"ALUM. 4"x5"ALUM. DOWNSPOUT SUTTER HI&H DOWNSPOUT SUTLER HIGH SLITTER(TYPJ DOWNSPOUT (TYP) POINT(TYP) (TYP) �1 POINT(TYP) to�i fTYp) Q a DATE: 09/25/23 9 OF 20 0 5 10 20 FROP05ED ROOF FLAN GRAPHIC SCALE 50ALE: 5/16" = 1'-0" s � ._D,t,; ,. 0 G�+ J uj Ljj _j C) < Lr) 55'-0"MAXIMUM HEISHT 0 - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - (o o 0 c: Lo z .14- 7: cl- Ir- C14 >1 x 0 1 0 =3 (0 C) m 0 0 L0 ------ ----- -4 C C5 o < 0- :2 0 STA&CERW HEADER HEIrHT5 PER " _7 STRUCTURAL PLAN 0 o' ....... 12 L12 L I-A A jil 1 11 I-ly _LL Li 77 tt F. tj u • L I,E["- L91 I y AI AI L jill Ll 31 I L Q Q Q J tj ]j L ti, L F BREEZEWAY 1- , i- - 1 L11._: _ 1: 1 J J l_L4A", U t _i - Jll 1_LI I ! I � I�I y A f 7' r EAST ELEVATION (FRONT) 50ALE: 5116" 1'-011 via( k ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEO.'s. SEE PAGE "0-005" FOR NAILING 4 STRAPPING DETAILS. ELEVATION NOTE5 **5EE DOOR SCHEDULE FOR ALL OLA55 DOORS FROM SAME MANUFACTURER** Oi HATCHED AREAS INDICATE NEW WORK (7yp.) WINDOW CHART ---------- EGRESS OTYPICAL ROOFING: CLEAR LIGHT VENT I. SEE NOTE AT BUILDING SECTION FOR, MINIMUM ROUGH OPENING WINDOW DIMENSION OPENING FROV. FROV. CONSTRUCTION STANDARDS TAG 7111FE MODEL # TEMP. 2. H.O. To VERIFY FINAL COLOR t MATERIAL SELECTION WIDTH REOID: 20PER PER w HEIGHT REO'D:24" UNIT UNIT JOPEN REOID; 5:7 S.F.11 BEFORE INSTALLATION WIDTH HEIGHT WIDTH HEIGHT 0 6.20 SHINGLES (OR EQUAL) ---------- OAF 50 'rEAR ARCHITECTURAL ASPHALT A_((o) DOUBLE-HUNO 10 51-2 IF 5- ill v-1 r 11.1-T 20 Al (4) DOUBLE-HUNGTN50410 5,-:2 1[ X71 PROVIDE CONCEALED FLASHINe, AT ALL ROOF 4.775 -7! LU_2 -5 :2'-1 _4 O a (e5) DOUBLE-HUNG TIN2056 [---:2'--2 _51 _411 INTERFACES. ---------- 15.-75 TYPICAL SIDING: C, o) DOUBLE-HUNGJ _-- TN30510 5'-2 (0'-c 5'-1 I. SEE NOTE AT BUILDING SECTION FOR,MINIMUM CIN15 V-4 J" 51-0 9' CONSTRUCTION STANDARDS �1 _J: V-4 q2 PROJECT: 2. H.O. TO VERIFY FINAL COLOR, AND MATERIAL SEL!!CTION m (5) CASEMENT_ BEFORE INSTALLATION ---------- I _n/A_ MA4 5'-4 J' . V-5 J" 5�-41 r (6) DOUBLE-HUNO TN245 :2 .0 F__ ill n/A 'LJ 1-0 Z-5 74 WHITE NUISEDAR SIDING; &I' EXPOSURE F T�2441 :2'--b J" 5 5 SANTIS :21 n/A 5.25 4.74- 7- POUBLE-HUNO !,'-0 J" 2 5'-0 j 4 4 2 :A F- ADDITION REMOVE 4 RESET EXIST. ELECT. METER E F1 (1) TH:24410 J" :21-cl all 0 (5) PICTURE TNT152 r-10 J" NEW RELOCATED A/C CONDENSERS ON GONG. _j PAD OR OTHER APPROVED GROUND SURFACE T -7'777�777:7�77" 10.4 n/A 465 BURGUNDY COURT 7 PICTURE 1=5045 21-11 Ell 4'-5 -0 4'-4 n/A (SEE FLOOR PLAN NOTES) H (4) 5 1 (4) DOUBLE-HUNG 5'-2 5-1 6.64 PICTURE FV4(0045 5'-:2 n/A 265 n/A DRAWING TITLE: O INSTALL MECHANICAL VENT AS PER MANU. SPEC.S IN =ULL OSEE NOTE ® PLAN SOUTHOLD, NY 11971 NEW DRYER VENT: �L—5'-4 AF rl-2 ill NEW MECHANICAL UNIT DIRECT VENT (VIA CHIMNEY): j (1) L I-oil 4 bb 14.4 155 4' a N'Y'5 MC 804. CASEMENT C 41-cill 4'-0 PROPOSED EXTERIOR ELEVATIONS CONFORMANCE Pq/VENTING CLEARANCES REQUIRED PER I I L K (:2 PROVIDE DEDICATED FLUE KTHIN CHIMNEY, SEPARATE 5.40 SEE ALSO MECHANICAL NOTE a FLOOR PLANS. 4-2- 4'-4 J" n/A FROM FIREPLACE FLUE. F L (1) DOUBLE-HUNG TV420 2,-2 4'-4 t 17 NEW &AS FIREFLAC VENT (VIA CHIMNE'r): k M (1) CASEMENT OXH145'-0 4'-0 :2'-11 Eli 41-011 C1.0 C1.5 CLIO INSTALL ISAS FIREPLACE VENT AS PER MANU. SPEr-.'S IN 1 44 _f ------]E ��------�� i filill 1INT I- N j ur: __ __ -—0 5h 2.40 PER NY5 Ma e>04. 42 -oil J! N (1) GLIDING FULL CONFORMANCE H/VENTING CLEARANCES REWIRED SEE ALSO NOTE a FLOOR PLANS. IL i d PAGE: ROOF VENT HEIGHT: [I VENT SHALL EXTEND MIN. V-011 VERTICALLY ABOVE THE ji @ L POINT OF ROOF PENETRATION 4 MIN. 2'-0" VERTICALLY U. ABOVE ALL ELEMENTS WITHIN 10I.-011 MEASURED A-201mOu" HORIZONTALLY,AS PEP, NYS, PC, ir FREEZE PROOF HOSE BIB: i fU Lif 11 L 1j.- 1i I ;_j ,Y ANCHORS (PRECISE j t I FASTENED W MASONRY (D LOCATION T.B.D. IN FIELD - CONSULT N/OWNER) IT DATE: 09/25/23 10 OF 20 NORTH ELEVATION (R I 0HT SIDE) SCALE: 5/16" 1'-0" �-A < -0 03 7 I 7� L11 1L11 Lh NLI L I wil - u of N LLI LIJ _j C) 6 4 10 < c :D T- 9 c; 0 C-4 > 0 Lo Z c C-4 x 0 c =3 m 0 0 _ww c a :2 0 1-22 11-J1tiI 12 _ . . _ _ .._ .77 I lip _F7 _ _ 12 JLI 7 r li II Ij LlO t J 1�1, LLI) I_11h _1 LI A LtL LI 4_j 1 lLj _11 1-il 11 J-1-i L J1 �il 9 Q 7- d-911 -5REEZEKAY- ja 101)j _T I !I Iu1 I _ L._ �!-1�LLI I a 111i I - -- fl IL 1� 11 1� l i I ' ' I i i I I.-iff I _1 0 I� t1l jij Ll 14- 11LI hi LAIJ hi 11t I I I Ji 11 It 1 11 1 1 j 11L 1 j J, J� lh` - - I J 411���� �� I���� �� �� I[ � �� l � � ii-fl T11 1 1 j,m, �al .r L J Qj La NEST ELEVATION (REAR) -5.5. SCALE- 5116" I'-V ALL NEW NINDON5 SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEC.'S. SEE PAGE "0-005" FOR NAILING 4 STRAPPING DETAILS. ELEVATION NOTES **SEE DOOR SCHEDULE FOP, ALL OLA55 DOORS FROM SAME MANUFACTURER" (D HATCHED AREAS INDICATE NEW WORK (T*iP) V41NDOV4 CHART EGRESS TYPICAL ROOFING: ROUGH OPENING WINDOW DIMENSION CLEAR, LIGHT VENT I. SEE NOTE AT BUILDINIS, SECTION FOR MINIMUM DEL # OPENING TEMP. FROV. FROV CONSTRUCTION STANDARDS TA 0 FE MO z WIDTH READ: 20" PER PER , w 2. H.O. TO VERIFY FINAL COLOR 4 MATERIAL SELECTION HEIC7HT REO'D:24" UNIT UNIT 2 WIDTH N15)TH HEIGHT OPEN REOV: 5.1 S.F. BEFORE INSTALLATION 0---- 0 11.1-7 (0.21 DOUBLE- TV430410 5 DOUBLE-HUNG 51-0 J" OAF 50 YEAR ARCHITECTURAL ASPHALT A (6) 1- 5,-1 O_ SHINGLES (OR EQUAL) ------------ 0 1'7 11.1"7 6.207� Al (4) DOUBLE-HUNG Tkq504IO 5,-:? 5'-0 v-I 5'-0 PROVIDE CONCEALED FLASHING AT ALL ROOF T�, N 0 n/A 4:75 2.7cl INTERFACES. 5 (5) DOUBLE-HUNG j 21-19 -- —- C_ L _ _-- ------ —_._� _ul_— 1.61 :2 TYPICAL SIDINO: 11 DOUBLE-HUINO TV450510 k e-09" 5�-I 9" 0-091, 1. SEE NOTE AT BUl SECTION FOR MINIMUM O CH15 2'-4 -0 1 2'-4 4'-11 G) CONSTRUCTION 57ANDAl CASEMENT 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION CAE L 5 PROJECT: BEFORE INSTALLATION -4 -5 -4 J" 5.or-T 2A4 !F E DOUBLE-HUNG TV42452 21 ? 1 5' :2' 5' n/A WHITE NUCEDAR SIDING; (o' EXPOSURE SANTIS -ilili 5,-0 n/A F (5) DOUBLE-HUNG TH24410 2'-6 :2'-5 L525 4.14 1 12 -0 12 ---------- 0 2 &25 14 F1 (1) DOUBLE-HUNG TN2441 1_6 5'-0 g', n/A ADDITION O REMOVE 4 RESET EXIST. ELECT. METER n/A J" J" z-1 a', 2.1-7 --- NEW 4 RELOCATED A/C CONDENSERS ON CONC. 0 (e�) PICTURE TNTIaZl I-10 ------- ---- ----—------ �11 41-4 10.4 n/A 465 BURGUNDY COURT ----------- n/, PAD OR OTHER APPROVED GROUND SURFACE (SEE FLOOR PLAN NOTES) H (4) PICTURE P5045 21-11 ell 41-5 ill 51-0 205 6.67 sou 52 51.1911 -:2 5'-4 TN3c O 1 (4) DOUBLE-HUNG SEE NOTE ® PLAN ------- NEVIII DRYER VENT: ------ THOLD, NY 1197 PIE AFFN6045 5'-2 51 5'-:2 4" n/A 26.5 __j DRAWING TITLE: — �- -- ,---_ n/A NEW MECHANICAL UNIT DIRECT VENT (VIA ORMNEY) (1) PICTURE 11 F O INSTALL MECHANICAL VENT AS PER, MANU. SPEC.S IN FULL ------ NY5 MC 504. -0 K (2) CASEMENT CV424 41 4' 4' 6.5 14.4 155 PROPOSED EXTERIOR ELEVATIONS CONFORMANCE W VENTING CLEARANCES REQUIRED PER PROVIDE DEDICATED FLUE WITHIN CHIMNEY, SEPARATE UNO 1 DOUBLE- Tkq2042 4'-4 :2'-1 J" n/A 5.11cl 5.440 FROM FIREPLACE FLUE. SEE ALSO MECHANICAL NOTE ® FLOOR PLANS. J-- i L—L (1) 4'-0 :2'-11 NEW GAS FIREPLACE VENT'NIA CHIMNEY) M (1) CASEMENT OXH14 5'-0 4'-0" L - -- j —� O INSTALL OAS FIREPLACE VENTA5 PER MANU. SPEC.S IN N (1) GLIDING 042 4'-0" 11-1111 51-11 1'-104" 5.6 2.40 __j PER NYS MIS 504. tLt i T FULL CONFORMANCE W VENTIN5 CLEARANCES REQUIRED Vi_,", 'I�4_ f IT'l, SEE ALSO NOTE a FLOOR PLANS. 1 1 L L WIL- PAGE: 1-_1 L -J- __1 ti I ROOF VENT HEIGHT: VENT SHALL EXTEND MIN. 5'-0" VERTICALLY ABOVE THE f L Ut ji. ABOVE ALL ELEMENTS WITHIN 10'-0" MEASURED I LI I I Li 01,11 0_0`11 0 0 POINT OF ROOF PENETRATION $ MIN. 2'-0" VERTICALLY O Li HORIZONTALLY, AS PER NYS l 62421.5.5 L IL11-1 1 . , I r , FREEZE PROOF HOSE BIB: it 1_111 III I-J. I '�LLL I I-It .1- LOCATION T.B.D. IN FIELD - CONSULT H/OHNER) 11 FASTENED W MASONRY ANCHORS (PRECISE Lt i U.� L I I DATE: 09/25/23 11 OF 20 2 1 14-11 SOUTH ELEVATION (LEFT SIDE) Ap, 50ALE: 5116" 1'-0" v a ?I 03 74 0 1 11 -1 ?7 zi I` L I IL 1� ll A�u'I� JJ mj� PIN EXIST. RIDGE HEIGHT Q ELEV. +35.2' ------ -------------------------------------- Q Ld j 12 W EXTEND FRAMING FROM WALL BELOW TO EXIST. fR,Q Lo C R.R. (PER STRUCTURAL `e a-- 0 PLAN) d FASTEN w/ A 12 �� L'�N CONNECTION 'A' AS BUILDING SECTION NOTES 1 � G520 STRAPPING O �- NEW RDOEPER FAOE 6-003 NEW ROOFING NOTE (T`(P.): GPER PAGE 6 003 2 PI R N A�RA��R ATTIC p`���P C 04 O RIDGE HEIGHT _________________ O 1• INSTALL NEW ASPHALT ROOF SHIN6LE5 NEW R.R. TO C.J. d Ri <�N �P�i� 0 c Ln Z '- 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO y WALL STUD ._ e- r- ELEV. +2�.3' 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS - FASTEN EXIST. R.R. d 0 N O \ YlkYY' Y G.J. PER PLAN �% 0 OVER z m _ PROP. G.J. TO UPSET BM. - _ � � 0 U 3.INSTALL 15 # BUILDING FELT(U.O.N.) OVER [-�xx H/ SIMPSON LRUZ d LUS 1 4.1/2" GDX PLYWOOD 5HEATHIN6 (BLOCK ALL SEAMS) 4 HANGERS,RESPECTIVELY 0 Q IM +�+ 5. GAP 5HINOLE OVER RIDGE d HIPS (AS REQ'D) NEW HEADERS ABOVE ALL WINDOWS d _c 0 - In 2 12 6.PROVIDE RID6E VENT (AS REOV) p DOORS PER 04 Q 'T. FLASH ALL VALLEYS c: O SECOND FLOOR STRUCTURAL PLANS Q O 12 5.INSTALL DRIP EDGE AS REO'D N a. INSTALL ALL A5 PER MANU. SPEG.'s MODIFIED PROP. PROP, MODIFIED GO-ORDINATE ----- O BIRDSMOUTH TO yP P TYPICAL ROOF d CEILING CONSTRUCTION: dJ q FLOOREA55EMBLY ' BEDROOM 4 GL. HALLWAY BEDROOM 3 2°xb" SILL ENSURE R.R. NOTCHED 2 • NEW ROOFING AS NOTED LESS THAN 2590 OF - 'P O CONNECTION 'GI' AS PLATE A • _ --� I/2 GDX PLYWD SHEATHING BLOCKING ® ALL ® WINDOWS( DEPTH d -- - ---- - I, -- PER PAGE 6-003 PRORAFTER DEP -E 1.511 MIN. I -- - - 9 PLYWD SEAMS) BANQUET BEARIN6VW�DTH (TYP,) ¢- - - Ill - - -, - - R.R., G.J., d G.T. AS NOTED ON PLANS (® SPANS r 3 CONNECTION 'BI' AS OVER 8' INSTALL "X" BRID61N6 ® CENTER OF NEW R.R. TO WALL STUD PROVIDE R-4-1 BATT INSULATION WHEREVER ---- - - -------- IV PER PAGE 6-003 4 z in it _ _ �', _ SPAN, U.O.N.) EXIST. SECOND FLOOR Q x RAFTER TIES ELEV. +1-1.8 - -1 4 PER PLAN ALLOWED PER ATTIC SPACE; IN ALL OTHER F.J. PER PLAN 21 FIRST FLOOR AREAS, PROVIDE -T" THK. SPRAY FOAM „ ` /�� INSULATION (R-49 ® R-WINCH) (�ILJI W T NEW HEADERS ABOVE cV ALL WINDOWS d 3 TYPICAL EXTERIOR WALL CONSTRUCTION (TYP.): DOORS PER • UPON VENTED TYVEK HOUSE WRAP (OR EQUAL) FIRST FLO - O STRUCTURAL PLANS UPON I/2" GDX PLYWD. 5HEATHIN6 (BLOCKING ® ALL LOAD BEARING PROPOSED PROPOSED - - 4 PLYWD SEAMS) CORBELS AT DINING ROOM GREAT ROOM _ 2"x&" 5TUD5 ® 16" O.G. H/ DEL. TOP PLATE ROOF OVERHANG p SILL PLATE ' NEW STUD TO 2" THK. 5PRAY FOAM INSULATION (R=7/INCH) w/ R-15 ' PER DETAIL _ FLOOR ASSEMBLY BATT INSULATION (R-2-7 TOTAL) ON PAGE CONNECTION 'DI' AS 5/9>" 6YP5UM BD. WALL FINISH U 6-003 PER PAGE 6-005 NEW SIDING NOTE (TYPJ: I 4 1. INSTALL NEW NUGEI7AR 5IDIN6 O V. + OF FIRST FLOOR ELE S 2."TYVEK" HOUSE WRAP (OR EQUAL) EXIST./PROP. FIRST FLOOR- --_--- JL - ---8.--- - --------- -- - ---- 1 3.INSTALL ALL AS PER MANU. SPEC.s ELEV. +8.8 - -- 1 - -- '&W)F.J. PER PLAN �1 X k 4.PROVIDE ALL NECESSARY TRIM FOR ))F.J. PPR PLA 5 ) 5 k-, �' F.J. PER PLAN PROPER INSTALLATION 5 5. 5IDIN6 SHALL EXTEND TO TOP OF V 5 DROPPED GIRDER PER PLAN FOUNDATION WALL PITCH PITCH PITCH Q � PITCH 0 6RADE GRADE"- GRADE 6RADE- 1 AVERAGE GRADE GRAWLSPAGE TYPICAL FLOOR CONSTRUCTION: AVERAGE GRADE 0 ELEV. +5.3 in O I. FINISH FLOORING TO SELECT ELEV. +5.3' 2. 3/4" T d 6 GDX PLYWD. SUBFLOOR GLUED d SCREWED ~ 6 z W 6 p BASEMENT Q N 3. F.J. AS NOTED ON PLANS - AT SPANS OVER V INSTALL Q N V i PROP. GR_AWLS_PAG_E SLAB _ z Q x' BRACE ® MDSPAN PROP. GR_AWLSPAGE SLAB 4 z Q f -UNHEATED- -m O p 4. MIN. R-50 BATT INSULATION (ONLY BETWEEN FIRST --- ------ m O ^-UNFINISHED- ELEV. +2.8' FLOOR AND FOUNDATION) 5. 2" THK. SPRAY FOAM AT BLD6. PERIMETER RIM JOISTS _-__- O NEW 4 THK. P. GONG. SLAB PER STRUCTURAL PLAN NOTES ELEV,+O.O' EXIST. BASEMENT SLAB „ EXIST. BASEMENT SLAB ______________________ I I ELEV. +O.0 SGTI O1� I -I/ -�O I O NEW 4" THK. P. GONG. SLAB REINFORCED PER SGTI Off! 2 2/ -�O I STRUCTURAL PLAN NOTES - SCALE: 1/4" = P-O" SCALE: 1/4" = I'-O" I I z w UUNNMC.iJVN r r5 U PER PAGE 6-005 NEW River PROP. RIDGE HEIGHT ------ -------------------- - - --- --- --- - � . ELEV. +26.8' 12 CONNECTION 'Bf' A5 `� R'R pER PROP. RIDGE HEIGHT-- -_---_ 0 PER PAGE 6-003 R�� r'LAN ELEV. +71.3' RIDGE PER PLAN NEW R.R. TO WALL STUD PROJECT: I :i I , / i I { I c 3-6 MIN. EGOND FLOOR �7 1 cAA�V T I J 6T 1 RAI IN6 L H 12 OPOSED I R AS PER DETAIL PR i PROP. PROPOSED I '1 BATHROOM 5 I I ADDITION FAMILY ROOM - p ATTIC ` I i - PROP. ~ i ' 465 BURGUNDY COURT pm 12 Q - - ROOF DECK z SOUTHOLD, NY 11971 N I I I � I SIkV&NMs D JI PER PLAN -- - - F.J. PER PLAN -- -' - ----- - - _ - -" -- - - -- - -- m I f Y r Q Ili DRAWING_TITLE: _-----------___ -- 20 -- �T � � 5 = A-4o3 1 ! 5 BUILDING SECTIONS NEW HEADER FIRST FLOOR PER PLAN PROP. �I HA i DEN PROP05ED O LLWAY I_ KITCHEN - 4 JM6, j. Al"Al AM& 3 _ I GARAGE � PAGE: 4 � • O s L�� � R�� W EXI5T./PROP. FIRST FLOOR 'u -_____ -__� _ _ _ coNNECTION E A5 CL_ _ ELEV. +8.8' - ------ k ) 5 k s s Y k�W)F.J. PER PLAN`&�11�' xxw> S�1. f PER NEW STUD PAOE �O s • EXIST. GARAGE SLAB GRAWLSPAGE PROP. OAR. SLAB FLOOR ASSEMBLY 1 , ELEV. +6.0' -�% 5 ELEV. +6.1' 0 �_ _-_-_-_- XI GONG AB ® EXIST, ARA6 PITCH E / DATE: 09/25/23 12 OF 20 AVERAGE GRADE 6RADE�- �- -------- P ' � ' • AVERAGE GRADE ELEV. +5.3' BASEMENT - ELEV. +5.3' z O PROP. GRAWLSPACE SLAB r m -----ELEV. +2.8' ------ -- - - - - - - - - - - - - - - ------ - - - - - - - - - - - - - - - - - - - - -- -- EXIST. BASEMENT SLAB ELEV. +O.O' o. SEG7I0N 5-3/A 5O 1 SECTION 4 4/A-5O 1 OF SCALE: 1/4" = I'-O" SCALE: 1/4" = 1'-0" PROVIDE BEAM SPLICE CENTERED ABOVE COL. PROVIDE BEAM 5PLIGE 8�� Q WHEN NOTED ON PLANS CENTERED ABOVE COL. - r� WHEN NOTED ON PLANS (4) 3/8" H.D.G. LAG P (4) 3/8" H.D.G. LAG BOLTS (PREDRILLED) n - - - --- - -- - - - - W BOLTS (PREDRILLED) — _- -- W — -- - --- - - �-� -r -- — - - - — C �� J 0 w T- It-i - - - -- - _ � C CA — — - -`-�!L — - - - - — c � I- o 3/8" THK. PL. — — -- -- - - - • O H.D.I II 3/8" THK. -+-' C-1 - I /4 GALV. FL. 3/8" T OHK. PL. II �4" 3/8" THK. H.D. C Lo Z d' �4 w NI :I FLOOR 5Y5TEM AS N FLOOR SYSTEM AS CAP PLATE 'A' CAP PLATE: 'B' c 0 D NOTED ON PLAN NOTED ON PLAN � , FOR CONNECTION OF 5%. COL. TO (2) 1-5/4" WIDE FOR CONNECTION OF STL. COL. TO (5) 1-5/4" WIDE -C O � L0 NEW STL. GAP PL. 'A', 'B', NEW 5TL. GAP PL. A, B', LVL LUMBER OR (2) 2 WIDE DIMENSIONAL LUMBER L\/L LUMBER OR (3) 2 WIDE OR (4) 2 WIDE -�+ N c; -�-+ FLOOR WOOD BEAM FLOOR WOOD BEAM �� " " OR 'C' (PER BEAM CONFIC) OR G (PER BEAM GONFIG) AS NOTED ON PLAN AS NOTED ON PLAN C Q 0 WELDED TO COL.;SEE GAP WELDED TO COL.;SEE GAP PL. DETAILS DIMENSIONAL LUMBER OR 5.25" WIDE PSL Q � 0- :2 Q PL, DETAILS NEW 3-1/2" O.D. 50H 40 NEW 5-1/2" O.D. SGH 40 (Q) NEW BASE PLATE 'A' HOT DIP OALV. 5TL. COL. NEW BASE PLATE 'A' HOT DIP 6ALV. 5TL. COL. 8 ll WELDED TO COL.;SEE (ASTM AI23) AS PER WELDED TO COL.;SEE (ASTM AI23) A5 PER FOUND. PLAN BY SIMS BASE PL. DETAILS FOR FOUND. PLAN BY 51M5 PROVIDE BEAM SPLICE ii BASE PL. DETAILS FOR = ii I ri BOLTING STEEL (OR EQUAL) BOLTING STEEL (OR EQUAL) CENTERED ABOVE COL. 8 (4) 3/8" H.D.G. LAG 7 /2 NEW/EXI5T. 4" P. NEW/EXIST. 4" P. WHEN NOTED ON PLANS BOLTS (PREDRILLED) \ Y411 > PROVIDE GOLD JOINT �' ___ _ PROVIDE GC LD JOINT ZZ GONG. SLAB GONG. SLAB __ _ AT GONG. SEAMS (TYP.) AT GONG, SEAMS (TYP) _ 3-I/2' SGH. 40 ° I c1 HOT O.P.DIP GAL\/. STL. -- - / J COL. A5TM AI23 AS PER PLAN cl", � ° .1( J( �� Orl )'. ° ° ' ° �`} �� -- -- --- - -- / - WELDED TO PL. �� 4" GRAVEL BASE�J - - I 4" GRAVEL BASE a° XNE� _1"- / — - — — 1 8"X8"X3/8" THK.NEW (2) #5 HOR. � --�T----- �1 REBAR UPON (2) #5 G= `-r- �---- '_� ° ° MPACTED FILL - STL. BASE PL. HOR. REBAR (4 TOTAL) — e NEw 50"x5O"x1a" , _ _______ ' _____._ __ 3/5" THK. PL. u I I� (4) 1/2" HOOKED ANCHOR DEEP P. GONG. PAD -- DEEP P. GONG. PAD 3" �' (4) #5 HOR. I /,4 3/S" THK. H.D. OFT6. (MIN. 4,000 P51) - - ET�11°�fP,°l�tLED FILL FT6. (MIN. 4,000 P51) I BAR UPON (4) #5 GAL\/• PL. BOLTS EMBEDDED INTO U HOR. REBAR (8 TOTAL) FOOTING MIN. 4" w/ OVERSIZED ¢¢ /� 1--� I OAP PLATE 'O' WASHER AND END NUT SETUP �- I STEEL COL. 18 "x 18 "x I V FTO. DETA I 2 STEEL COL. 4 50 lix5O llx I B II FTO. I�ETA I L /., (SUBSTITUTE ANCHOR BOLTS w/ FOR CONNECTION OF 5TL. COL. TO (3) I-3/4" WIDE LVL �"O GALV. THREADED ROD — A-401.00 SCALE: 5/4" = I'-0" A-401.00 SCALE: 5/4" = I'-O" LUMBER OR (5) 2" WIDE OR (4) 2"x WIDE DIMENSIONAL WHEN PINNING INTO EXIST. FTC.) LUMBER OR 5.25" WIDE PSL, AS WELL AS (2) 1-5/4" WIDE BASE PLATE 'A' n L\/L LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER L_l- STEF-L COLUMN CAP $ BASE PLATE 1�ETA1 LS � A-401.00 SCALE: 3" = P-O" PROVIDE STRAPPING # NAILING PROVIDE 5' (MIN) GONG. COVER AS PER CONNECTION 'D' IN OF ALL REBAR WITHIN P. GONG. TYPICAL NAIL ING/STRAPPINO FOUND. WALLS d P. GONG. FTO15. REQUIREMENT5 FOR UPLIFT, SHEAR, d LATERAL RESISTANCE" ON PAGE 0-005 ® EA. STUD. NEW (2) 2"x6" P.T. SILL PLATES 4" P. GONG. SLAB UPON SILL SEAL UPON COPPER TERMITE SHIELD 6"xb"-IOxlO W.W.M. BETWEEN NEW 5/8"O HOOKED ANCHOR CENTER d UPPER OF SLAB BOLTS w/5" SQUARE WASHER 4 SECURED IN PLACE DURING POUR ENDNUT;SPACINO AS INDICATED ON 6-005 b MIL POLY ASPHALTIC DAMP MOISTURE RETARDER PROOFING TO EXTERIOR tJ z , JoQ ; GRADE I F ,I 4" 6RAVEL_BASE "\I h, II, n 41.1 I I - � I #4 HOOKED VERT. REBAR ® 48" O.G. —_ °i� '♦ - - I. #4 HOR. CONT. REBAR ® TOP ' - BOTTOM OF WALL (2 TOTAL) ( I1•a' . O--z- 2'-0" LAP IP. GONG. SOUND. WALL 11° a� (TYP-) !I I (MIN, 4,000 PSI) °" 11" 6q _ i0 _ P. GONG. CONT. FT6. -- 1 --- - - �__ I (MIN. 4,000 PSI) _ I PROVIDE 5" (MIN) GONG. COVER OF ALL REBAR WITHIN P. GONG. fi (3) #5 HOR. CONT. REBAR=-- JI ^ I - FOUND. WALL5 b P. GONG. FTG'S. PROVIDE 5TRAPPIN6 rE NAILING AS CTION V' IN - 1 - - INSULATION REQUIREMENTS FOR UPLIFT, ------ -------------- PROVIDE --�-- _ "TYPICAL NAILING/5TRAPPIN6 I I 0 _ PROV. GLEAN Iff- COMPACT FILL - _ I BETWEEN CAVITIES SHEAR, 4 LATERAL RESISTANCE" ✓" PER ENERGY TABLE ON PACE 6-005 ® EA. STUD. I I iI 4' (WHEN APPLICABLE) -- mm FLOOR SYSTEM AS NEW (2) 2"xb" P.T. SILL PLATES (I I Q Lij NOTED ON PLAN UPON SILL SEAL UPON COPPER III TERMITE SHIELD #5 REBAR (TYP) lL ------ -- x <-� - --- NEW 5/8"O HOOKED ANCHOR #5 BENT - II I I PROJECT: OI IN j�• I w I �L I � T ( I (/_' /_' � M M N BOLTS ® 89" O.G. w/3" SQUARE REBAR (TYP) Oi III I! I HORIZONTAL REINFORCEMENT OF FOUNDATION WALL5 V I/ y y L L l../ O " WASHER d ENDNUT (y I I I I PROVIDE STEPPED FOUNDATION WALLS 6'-O" OR GREATER IN HEIGHT WITH ADDITIONAL CONTINUOUS HORIZONTAL REINFORCEMENT AS FOLLOWS: SANTIS A-401.00 SCALE: 3/4" = I'-O" '�- � I I _ 6$: #4 REBAR ® BOTTOM, MIDDLE, d TOP OF WALL (5 TOTAL) ADDITION z ° ° I NEW #® TOP t 50TTOMBOF >51: #4 REBAR ® BOTTOM, MIDDLE THIRDS, d TOP OF WALL (4 TOTAL) °1� I I I NEW P. GONG. FOUND. FOUND WALL (2 TOTAL) 11 ! I I WALL (MIN. 4,000 P50 PROVIDE 5" (MIN) GONG. COVER "jl' I NEW #6 VERT. OF ALL REBAR WITHIN P. GONG. #6 HOOKED VERT. I�' FOUND. WALLS 8 P. GONG. FTG'S. PROVIDE STRAPPING d NAILING REBAR ® 2 O.G.; A5 PER CONNEGTI ON 'D' IN REBAR ® 52 O.G. ,I l REDUCE TO #4 465 BURGUNDY COURT I ° EXIST. FOUND. WALL VERT. REBAR ® 45 'TYPICAL NAILING/STRAPPING II ^ O.G. ONCE FOUND. PROVIDE INSULATION REQUIREMENTS FOR UPLIFT, 11 ' SOUTHOLD NY 11971 BETWEEN CAVITIES SHEAR, LATERAL RESISTANCE" p 11 C'J ° WALL HOT. LE55 4 II ^. CORNER CONNECTION NEW #5j HOR. REBAR ' a e e ° " ^ THAN b'-O" PER ENERGY TABLE ON PAGE 0-003 ® EA. STUD. d e 4n (WHEN APPLICABLE) II SPACED VERTICALLY ♦ ____________ _a- ___-_ Il -__° - -°__^__�- � 11 �° I 12" O.G.;DRILL 3 ,d. �==��e= -- - - -a =FF==a=_:°= _=_- ---- -a� -- NEW (2) 2"x6" P.T. SILL PLATES II GRADE EPDXY PIN 4" INTO ^ AII, d' e' °' ^. • II ea. "4 e. A ,e �� d "' 4. ,. °, GRADE DRAWING TITLE:-_ -- FLOOR SYSTEM AS ASPHALTIC DAMP I e .A A UPON SILL SEAL UPON COPPER PROOFING TO EXTERIOR II EXIST. FOUND. WALL II . q , . II n • ° , a .if ' , NOTED ON PLAN TERMITE SHIELD I I I I — U51NO OUIKRETE __ _ If e " 4 ' 11 e e a< 4 . 11.. DESIGN DETAILS I1 HIGH-STRENGTH = _-�._� II . ° n , I 1 e ° ° n♦ d 11 '° #5 REBAR (TYP) 2'-0" LAP ANGHORIN6 EPDXY n If a . . ° ♦ n I .,n, q` a I' d A. . d 11 (TYP) (OR EQUAL) I I° e d I " D ANCHOR 1 II e4tl. . °.an" I " ° ° < II NEW 5 8 (P HOOKS A GH R e 11 ♦ e NI V BOLTS ® 501" O.G. w/ 5" SQUARE II e'd <n I1 °d. . ° q ° °< , e e ♦ II e° ! WASHER d ENDNUT P. GONG, FOUND. WALL 1 - ♦ I i d° " ^° ° e. d e, e 4 _ (MIN. 4,000 PSI) ,11 ° - --O - -------{-- -f ---f --------- - Il ♦° 4 a e tl I ' de ° ^ASPHALT DAMP I - _ I I q"", . < `I ° II; ° #4 HOOKE8 CRT. z ) PROOFING TO EXTERIOR 1 8" r-------------- MIN.' " , ��. < <d I 11 ee 4a Il4 PAGE: REBAR. a - d I ° , 4 HOR. CONT. REBAR ® TOP . G 1I " - -------- e ° d n BOTTOM OF WALL (2 TOTAL) 1 4 HOR. GONT. REBAR ® e I - I �11 ° ' q c_-_. ° _#}- -----------====�1 ----- 1 I GRADE # I I II II a a' , <: a II n I TOP, MIDDLE, $ BOTTOM OF II - Z =_ __==� Ile , a 111f II p 1==-------`. P. GONG. FOUND. WALL ° ° �illl °.' e'.dl , II d —40 _ --- I -- ' ---- (MIN. 4p00 PSI)1 ° I' - I � ' ° II a a r-II - d - II "_ ■ 'oqok g WALL (5 TOTAL) I1 ( I (I I I I Q e 11 4 _ it -s=== 4 -- ----- I7--- ---I`---- II 4 ° °-- dl#1-_� C-- ___----_ u-;__e_r__-_ P. GONG. CONT. FTC. II x>� P. GONG. CONT. FT6. 11 e , .n = ^ , IIII° 4' II 4 ° I1 - Q - I t , ° all n ° e U (MIN. 4,000 P51)1 II (MIN. 4,000 P51) II , - - --- n II e , ° n II ,a lIIP. 4" P. GONG. SLAB It' I I II „ II e .d a' Ih ° : °IIII_- --- II 4 P. GONG. SLAB, , I I O z_ (3) #5 HOR. GONT. REBAR I 1 4 _ I _ C_ ____= I1 ° ,�___- - __ --- -- n 1 - - 1 t Q-� III III II NEW#5 HOR. REBAR nd. II n 4 °II jjll � d DATE: 09 25 23 (3) #5 HOR. CONT. REBAR - „ 1 _ (3 TOTAL) - DRILL Y.I.F. NUMBER OF STEPS REQUIRED 13 OF 20 6 xb -IOxlO W.W.M. BETWEEN II ° ' J Il I I I, #5 BENT II O CENTER d UPPER j OF SLAB II O REBAR(TYP) EPDXY PIN b" INTO a en 11 e` II° ' ° III e 4 - PROVIDE 3" (MIN) GONG. COVER 6"xb"-I Oxl O W.W.M. BETWEEN I! EXIST. FT6. U51 NO I I __° __ _ ___ ill=_'_ _____ F17 c T I I FOUND. WALLS d P. GONG. FT6 5. CENTER d UPPER OF SLAB S 1 - SECURED IN PLACE DURING POUR I s ( _ . n a= ------"-I}y=== SECURED IN PLACE DURING POUR e . 1I " a II - - I I ( HIGH-SQTRENETH '11 a n > 11 ^ ° r ' OF ALL REBAR WITHIN P. GONG. ° ° - - � �\° ... ( REQUAL) °. e ° d I ` II I I OROO II n c�-_== _ ��1 a �^ � � ) I _ ------ 1-- W #4 I6" O.C. f L� I i I IN EPDXY 11 I lu ' y�^ Q O - - - ------ -- NE BENT VERT. REBAR ® .. t . II I I d U HOOKED BENEATH HORIZ. REBAR `, y a F'', '; �� � �O.r__ �G__.y: LAY r _I. e 4 I I I - 1t _ „T :!- 6 MIL POLY_ ..� < ,°• �.. _ • <<.: e b MIL POLY ' Q }� I MOISTURE RETARDER I I ( ♦ 4 II ' e „ :a' ---MOISTURE RETARDER I -- - I i I J _ ( II d II NEW Ib WIDE x 8 DEEP. P. GONG. I _----- 4" &RAVEL BASE - "-- ! ( I I =_ _ STEPPED FT6. (MIN. 4,000 P51) ;; (` 4" GRAVEL BASSI " - f I I ^--- - ; —c-emu —_----== 1-- , -PROV. GLEAN I I I ° �. ::;:�:.�: a ,d, PROV. CLEAN _ _�._ __ - COMPACT FILL COMPACT FILL MIN. ;�,'•, ��1 . -- -r`f `� } 'T' CONNECTION EXIST. FT6. 2 8 2 8 FOUND. MALL I7)ETA I L (CRANLSF.) FOUND. NALL I7ETA I L (BASEMENT) -T REBAR OVERLAP I7)ETA I L 8 STEFFEI7) FOUNI7AT I ON I�)ETA I L JA P�-401.00 „ _ „ A-401.00 „ _ „ A-401.00 _ -401.00 SCALE: 3/4" = 1'-0" SCALE: 3/4 - I -O SCALE: 3/4 - I -O SCALE: 3/4 - I -O EXIST. FLOOR 5Y5TEM NOTE: 4" P.GONG.SLAB NEW FLOOR SYSTEM A5 NOTE ON PLAN I. IF FIN15H MASONRY USED (SUCH AS w/6x6 10/10 MM NOTE: 4"P. GONG.SLAB Q AS NOTED ON PLAN SLUESTONE) - MASON TO ADJUST I" UPON COMPACTED I. IF FINISH MASONRY USED (SUCH AS w/6x6 10/10 MM HC,HT OF LANDING AS REO'D TO r P) FILL BLUESTONE) - MA50N TO ADJUST I" UPON COMPACTED - -- - ACCOUNT FOR FINISH MASONRY H6HT OF LANDING AS REO'D TO (TYP.) FILL w -- ACCOUNT FOR FINISH MASONRY W 2. ALL HORZ. SURFACES SHALL BE PITCHED REBAR BENT TO _ l GRADE J v 0 1:45 AWAY FROM BUILDING SLAB AS SHOWN `-- --____-= 2. ALL HORZ.SURFACES SHALL BE PITCHED REBAR BENT TO _ PRE-FAB. RAILING w/REQUIREMENTS �--------CL HAVE APACITY TONRES 5T 200LLB5 O , / \` \\ \\ \ \ M N i 01:48 AWAY FROM BUILDING SLAB A5 SHOWN - ------------ AS - 3. FOR SLABS ABUTTING FRAMING, INSTALL ° \/\/\/ z i ® COPPER FLA5HIN6 FROM 12" ABOVE AND i \//\//\//\/ 5. FOR SLABS ABUTTIN6 FRAMING, INSTALL \\ \\ LATERAL LOAD. MATERIALS SHALL ADJACENT TO SLAB, BED ALL FLASHING •"° ° •i \ \ \ \ COPPER FLA5HIN6 FROM 12" ABOVE AND i ° �// // // // IY BE ONE OF THE FOLLOWING: HOT.\ IN ASPHALTIC MASTIC i�` /\//\//\//\// V ADJACENT TO SLAB, BED ALL FLASHING •°° i \ \/\/\/\ y C 0) E \ ' /\ /\ /\ / IN ASPHALTIC MASTIC i� \\ \\ \\ \\ \\ �N V PROVIDE 3 (MIN.) GONG. COVER DIPPED 6ALV., EPDXY PAINTED STL., // OF ALL REBAR WITHIN P. GONG. EPDXY PAINTED WROUGHT IRON. „' .b (1) #4 REBAR ® EA. ° ° // ti // // / // // �,, °�� c s- FOUND. WALLS d P. GONG. FTGS. BEND REBAR STEP;3" GVR ® ENDS c • \\ \\ \\ \\ \\ \\ \\ (1) #4 REBAR ® EA. ° °°//\�i,` /\�/\\/\�/�// _ -� O ATTACHMENT AS 'G , \/\/\/\/\/\/\/\ c 'i / / / / / / TO SLAB / / / / / / / / STEP;3" GVR ® ENDS % • \\ \\ \\ \\ \\ \\ \\ -�-+ EXISTING FOUNDATION WALL PER RAIL MANU. \/\/\/\/\/\/\/\/ /\//\// N \ \\ \\ \\ \\ \\ \\ \\ \ / / / / / \/\/\/\/\/\/\/\/ 0 L0 Z N EXISTING CONT. FOOTING �i / / / / / / / / / • \ \ \ \ \ \ \ \ \ C -I 4' P. GONG. SLAB w/ a °,, .° `/\\/\\/\\/\\/\\/\\/\\/\\/\\/ ° •v N ALL P. GONG. SHALL \/\/ \/\/\/\/\/\/\/\ ° ' \/\/\ \/\/\/\/\/\/\� �C _= 6"x6"-10/10 W.W.M.UPON 1O .'� / / // / //�//�// / // // // " i, \ \ \ \ \ \ \ \ \ \ X EXISTING GONG. SLAB BE 4,000 P51 (MIN) �= I�- -=-- - COMPACTED FILL MIN. � \\�\\\\\\ \COMPACTED\ \\\\\\\\\\ 3'_611 10 ��� /\ \//\/�//�//\//�/\//\//\// U (U #4 REBAR it \ ° i, / FILL / // // // LANDING MIN. ° �i, \\/\\/\\/. COMPACTED /\\/\\/\\� z C #5 HOR. FONT. REBAR ® I \/\\ \ `t a• ��i < \ \/\/\ \/ \/ \� \/ /\/\/\/ _$- , \/\/\/ / FILL /\/\/\/ O O TOP OF NEW FOUND. FONT. ® TOP I1 /////// (� �Q' //\\// #4 REBAR ®/10""�\\//\// //\\//\\//\\//\ °• ''/ \ \\//\\//\\//\\/\�/�/�/\//\//\//\// Q _c O ++ lJ7 WALL (2 TOTAL);MAY \\ \\ \\ ' i'� \/\/\, /\/\/\/\/\/\/ m ter' \\/\` #4 REBAR® 10"�\\/\\/ \\\/\\/\\/ z p ++ N ++ #5 REBAR ® 36" O.G. \/\/\/ 2"x4" KEYWAY r �ii ° \ \ \ O.G. (MIN. 3) `\\ \\ \\ \\ \\ \\ 4" P.GONG.SLAB w/ 2"x4" r ° �i� \/ / / / / / / / C C FOOTINC,MONLBYO 12"I DE P /\/\/\ ° %��� . :// \/\\/\/�\/�\/�\/�\//\//\//\//\//\//\/ 6°xb"-10110 W.W.M. KEYWAY ° ��,� �\�\\\\\. (MIN. \ \\\\/\\�\ . . \ \ \ $�� \ \ \ \ \ \ \ \ \ Q r- � mO \ \ \ \ \ \ \ \ UPON COMPACTED FILL •° ° ° , / // // // // // // // // // // // // o i I p GRADE 18 / i COMPACTED °° �';�' `//\ \//\//\//\//\// \ \ \ \ \ \ \//� / \/\\/\\/\\/\\/\\/\\/\\/ FILL GRADE ��ii` �o /\\ \ /\\/\\/\\/\\/\ \\/\\/\\/\ 4"DRAIN CONNECTED iii \/\ \/\/\/\/\/\/\/\/\/\/\/\/\/ O 6 THK. P. n • / / / # a,i /C \ \ \ \ \ \ \ \ \ TO EXIST.MAIN LINE �' �'// // // // // // //\//\// // _ --- I 4 REBAR FONT. / / ti // '/ // // // // // OTE: \\ \\ \\ \\ \\ \\ \\\ GONG. WALL I IG \\ \\ \/\/\T /\/\/\/\/\ ALL P. GONG. \/\/\/ III ° ///\/\/ ® 10 D.G. (MIN. 3) I \\ \\ \ ;� \\ \\ \\ \\ \\ \\ d e / SHALL BE / / / \/�/ i / / /\/ / / ALL P. GONG. - III 1J1 \/\ I // // �Q,/ // // //. -,------=- ----------°- : I \ \ \\.� \\ \\ \ \\ \\ \\ \ \\ \ I I II` - -_ #5 BENT REBAR I - v\/\\/ (I) #4 REBAR FONT. f \ \\\ y\\\\\\\\\\\\\\\\\\\\\ 4,000 PSI (MIN) \\\\\\\ I I. /j///� Q j/j/\/\//\/\/ 4SHALL BE ,D00 P51 (MIND \/\/\/ / / / / #4 REBAR FONT. ® 10" O.G. (MIN. 3) II \ \\ ` ¢�\/\\/\\/\\/\\/\\/\\/ \ \ \/ IN II IL \\/\\ #5 BENT REBAR ® 12" O.G. II , \ \//\//\ II° a /\/\/\ �J II a °II (1) #4 REBAR II° �\ \ _ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ II / / / / / / / / / ` / III // / z f I \/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\ NEW #4 HOOKED VERT. REBAR _ FONT. ® BOTTOM III ° / / / (1) #4 REBAR FONT. II \\ �\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ II II° ' j\\ \\ (I) #4 REBAR FONT. II \ \/\/\/\/ II . . \/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\ SPACED HORIZONTALLY ® 46 O.G. O I \ \//\/ II \/\\/\\/\\/\\/\\ \/\\/\ #5 BENT REBAR ® 12" O.G. °` I / / / / / / / / / / - --(2 VERT. ROWS); DRILL $ EPDXY -� IS" WIDE x 12" DEEP II \/\/\ O / / / / / / / / / / / / / / / / / / If°• 4. II a ---UNDERPIN 4" INTO EXIST. FOUND WALL P. GONG. FT6. II °°° /\\/\\/ Ij \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ //\// j1 II USING QUIKRETE HIGH-STRENGTH // II° ° //\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\ 8 THK. P. GONG. WALL a.I1 • \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\ ANCHORING EPDXY (OR EQ) \\ 5" THK. P. GONG. WALL I \\/\\/\\/\\/\\ \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ II \/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/ AI I II -z Q ---- J� II a \\\/\ \/ \/\/\ \/\/\/\/\ (I) #4 REBAR FONT. I /\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\/ 4-J _� I I (5) #5HOR. I6" WIDEx6" DEEPP. ' // // // // // // // // // // // // // // // // °II \/\\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ I II° \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ / / / / / / / / / / / / / / / / . l II JI REBAR °°° GONG. FT6. \/\/\/\ \/\/\/\ I6 WIDE x 8 DEEP P. /\//\//\//\//\//\//\//\//\//\// // // // // // // P. 4 (5) #5 HOR. REBAR - •e \\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\// GONG. FTC. J� %/\/ \/\/\ /\ /\ /\ /\ /\\\\\�\ (3) #5 HOR. FONT. REB?,R \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / / / / / / / / / / / °II a I� II (3) #5 HOR. REBAR \' \\\\\\\\\/\\/\ \\/ '5' 311 , ,I IV 4" P. GONG. SLAB- II' b �� - XT. MA50NR`I' DEC< DETAIL 2 EXTERIOR MA50NR`r STAIR DETAIL I XTER I OR MA50NR1' 5TA I -' DETAIL. (BASEMENT/1/ 6 x6 -IOxIO W.W.M. BETWEEN I I I, v CENTER d UPPER OF SLAB- II ° l l A-402.00 _ II A-402.00 k SECURED IN PLACE DURING POUR II II°. - SCALE: 5/4 - I -O SCALE: 5/4" = 1'-O" A-402.00 SCALE: 3/4" = 1'- SECURED ASPHALTIC DAMP IPROOFIN6 OR BLINDSIDE I /N'{ P am. WATERPROOFING TO Ul ) - - EXTERIOR_ EXTERIOR SHEATHING AS 6 MIL POLY i 3„ . I I I !! PER SECTION NOTES - MOISTURE RETARDER I I I I --- - ---- - I I I - -PROP. P. GONG. FTC. (MIN.- - 51DIN6 MATERIAL AS _ _ 4" GRAVEL BASE t I'-4" V.t.F. 4,000 PSI), UNDERPINNED �j PER SECTION NOTES DEPENDANT ON WIDTH -BENEATH EXIST. - f BUILDING PAPER d HOUSE WRAP PROV. GLEAN - OF EXIST. FT6. (1'-4" MIN.) CRAWLSPACE FT6. _ COMPACT FILL _ TO FULLY OVERLAP FLASHING TYP. ROOFING (SEE SECTION NOTES) "Z" FLASHING li 5/4"xb" P.T. DEGKIN6 (U.O.N. ON PLAN/ TYP. ROOF CONSTRUCTION q FOUNDATION UND RF I NN I NO DETAIL D6AP FOR RAINAGE 5EGTIOWDETAILS) (SEE SECTION NOTES) _. - =- s- - - - - SIMPSON' H2.5A �`S I A-402.00 SCALE: 5/4" = P-O" ` RAFTER TIE "SIMPSON" ABA44 4 x4 P.T. POST ® COLUMN BASE G.J. AS PER PLAN (WHEN APPLICABLE) GONG. SLAB (2) #6 VERT REBAR METAL DTT DECK TENSION . a< EXTENDING TO TOP OF 4 I la I I` JOISTS AS PER PLAN FASTENED w/(2) TIE BY 'SIMP5ON' (OR !1 NEW "SIMP5ON" _21 FOUND WALL, DIRECTLY I f .°I I 5/6" x 5" LONG HEAVY DUTY GAL. FLASHING EQUAL) 12 xI2 xs P.GONG. PAD ee LU526 GALVANIZED FTC,. (MIN. 4,000 PSI) BENEATH STEEL COLUMN ° 'II II PROVIDE 3" (MIN) GONG. COVER LAG BOLTS ® 16" O.G. INTO MUD SILL d FASCIA BOARD JOIST HANGER BASE PLATE AS INDICATED I I "I I ° FLUSTER ON STRUCTURAL PLANS OF ALL REBAR WITHIN P. GONG. RIM BD.;WHEN ® FOUND. WALL FASTEN a I I I i FOUND. WALLS 8 P. GONG. FT6'S w/(2) 5/6"0 x 5" LONG APPROVED FLASHING P.T. DECK JOIST MASONRY ANCHORS ® 16" O.G. AS PER PLAN (2) #4 (2) REBAR DROPPED BEAM AS (2) #6 BENT REBAR FOUNDATION WALL PER PLAN UPON (2) #4 TOTAL) a,I I" I I °• REBAR (4 TOTAL) I I I I I P. GONG. WALL AS �, LEDOER BOARD DETAIL GO\/ERED FORCH ROOF DETAIL �, O ARAOE STAIR P057 DETA 1 L PER DETAILS A-402.00 SCALE: f" = I'-O" A-402.00 SCALE: 3/4" = I'-O" A-402.00 SCALE: 3/4" = I'-O" II II (5) #5 HOR. REBAR UPON (6) #5 HOR. IIII i%i'� REBAR RUNNING PERPENDICULAR WITHIN ENLARGED P. GONG. PAD FT6.;PROVIDE °° . IIII' INb° ADDITIONAL REBAR BESIDE FONT. HOR. I I IN I - REBAR FROM FONT. FT6. AS REO'D. i II I I N I °• 10 IIII a a%I g` °.IIII Ill ° `Z IN Ill • III ifu° v 11 P. GONG. FONT. FT6. A5 PER DETAILS • . ° II°. II HEADER AS a -_________ _ SECURE HANDRAIL TO WALL ON AT LEAST ONE � SPECIFIED ON SIDE OF STAIR IN ACCORDANCE w/ MANU. 5PEC.s; PLANS AND NOT PROJECTING MORE THAN -C:2" INTO (3) #5 HOR. FONT. REBAR ° PITCHED METAL STAIRWAY;SEE HANDRAIL GRIP SIZES ADJACENT I- ° JOIST HANGER BY Q WITHIN P. GONG. FONT. FTC. AS - ='-O" L '51MPSON' OR EQUAL PER DETAILS;COORDINATE 60"x3o"x12" DEEP P. GONG. PAD FT6. (ENLARGED LAYOUT WITH REINFORCEMENT PORTION OF P. GONG. FONT. FT6.) (MIN. 4,000 P51) _ _ _ _ _\_ _ _ �I RST/SECOND F I N I SHF-D FLOOR WITHIN ENLARGED PAD FTC. -- -- --- -- --- -- --- -- PROJECT: O ENLAROED CONTINUOUS FOOT I NO DETAIL SAIVTIS � \ a� � lY2" MIN. SPACE BETWEEN ADDITION A-402.00 Q WALL AND HANDRAIL \ SCALE: 3/4" = I'-O" z � � Ix 0� \\, s/4" PINE RISER \ z m N Q - ---- -- -------- m l`�' ` %" PINE TREAD STANDARD5 FOR O R I FFABLE HAND RAIL V: MIN. 4" BETWEEN EDGES OF \ - ------ ---- -- - 465 BURGUNDY COURT Q to 1-1/2" SQUARE BALUSTER SCALE: NT5 SOUTHOLD, NY 11971 (STYLE TO SELECT) \ oil = o GROSS SECTION SIMPSON H2.5A RAFTER MIN. 'O Z_ HANDRAIL I ROUNDED NOSING CLEARANCE CIRCULAR NON-CIRCULAR DRAWING TITLE: TIE (OR EQUAL) \'� w/Y4" RADIUS NOT INCLUDED IN \ / 4 -6Y4 \ \ DESIGN DETAILS 5/4"x6" P.T. DECK TREAD DIMENSION) BOARDS \ I 5/4"x6" P.T. �I " " DECK BOARDS P.T. DECK JOISTS AS \ / V4 _2 \ PERI- \ 4 V'2 " " NOTED ON PLANS MIN. / METER / MAX. (2) 1/2"0 HOT DIPPED C,ALV. II I HEIGHT P.T. RISER ° ° ° ° BOLTS ® EA. POST w/ OVERSIZED P.T. D.J. AS _ ,; -- `,--WASHERS b END NUT PREBORED � v ° A - - - - - - _ _ _ PER PLAN N Y INTO BEAM, P05T, DECK TIE kD o PAGE: 5/4"x6" P.T. - - - RIM BOARD ASSEMBELY - V / DECK BOARDS - _ SIT BLOCKING ® EA. _ ju P.T. BEAM AS NOTED �\ 0 4 0;1102e STRINGER TO MATCH SIZE tV- � _= SOLID BLOCK ® 12" O.G. e 0 OF P.T. DECK JOISTS (2) 51MP50N DJT14Z (1) 1/2"M H.D. C,ALV. THRU m DECK JOIST TIE ® BOLT w/ OVERSIZED WASHER (5) 2"x12" STRINGERS ® w/ R-21 FASTEN STRINGER TO EA. P05T Q END NUT PREBORED INTO INSULATION, IF UNDERSIDE 15 FACING t POST 8 DECK JOIST TIE DATE: 09 25 23 FASTENERS) "SIMPSON" 6 STORAGE/NON-HABITAL SPACE �.\ / / 14 OF 20 I„ "SIMPSON" ABA44 \ ® COLUMN BASE Nlr>'PJ II .I I ry 4"x4" P.T. P05T � \ 4" THK. x 6" W1DE x WIDTH 2 xI2 P.T. STRINGERS ® 16 STORAGE UNDER )2 GYP. BD. \.\ OF STAIR P. GONG. PAD O.G. (MIN. 3 STRINGERS 0 II GRADE n" EA. STAIRWAY) I I (WHEN AFFL I GALBE) 6"0 'SONOTUBE' FILLED \ I I � SOLID w/ P. GONG. , ,u 2"x6" P.T. BLOCK IN BETWEEN - NOTE: (MIN. 4,000 PSI) p9 EA. STRINGER. FASTENED TO m ALL DECKING SHALL BE FASTENED w/COATED DEGKIN6 SCREWS BY P. GONG. PAD w/ I V/64 x 3-I/2" CONCRETE SCREWS BY t- "DECK MATE" (OR EQUAL) "GALIBURN" (OR EQUAL) - MIN. \_ TREATED 2"xl2" SILL FOR CONTACT + �i C 9. (3) SCREWS PER BLOCK O MIN. (2) #4 HOR. REBAR 1 I w/GONG (IF APPLICABLE) GRADE = GRADE (2) #5 BENT :.,_ 'v ` a � ,L REBAR _ _ E3A5EMENT/F I RST FLOOR 12"x I2'xeI P. GONG. PAD J ---- - - -------------- I. I• FT6. (MIN. 4,000 PSI) --- - -- ---- - ----- --- ------- -- f , ': EXTERIOR V4OOD 57A I R DETAIL 18 EXT. k400D DEr_.AG DETAIL I G INTERIOR NOOD 5TA I R DETAIL A-402.00 „ _ A-402.00 „ A-402.00 SCALE: 3/4 I -O SCALE: 3/4 = I -O SCALE: 3/4" = I'-O" a 0 NEW WHITE DUROLAST EPDM ROOF ui MEMBRANE (OR EQUAL); INSTALLATION, LAPPING OF SEAMS, AND SEALING OF EPDM MEMBRANE AS PER MANU. ALL EDGES OF ROOF NOT PROTECTED BY SPEC.'S. PITCH TO GUTTER. COPING REQUIRE 6ALV. DRIP STOP EDGE. w N Q � � PERIMETER OF ROOF INSULATION C � O � O WRAPPED IN VAPOR BARRIER r- (Q NEW J" THK. PLYWOOD -6 . O ROOF DECKING � w N }: I NEW I" THK. RIGID INSULATION 0O C Ln Z c}' ADHERED TO DECKIN5 6ALV. DRIP-STOP n- .v t�- " N IV O O m -F-+ s O , ++ ln O Q m O NEW " THK. GYP. BD. PROVIDE INSULATION BETWI=EN CAVITIES PER ENERGY TABLE (WHEN APPLICABLE) I ROOF RAFTERS AS NOTED ON PLAN t , r • — j12 U � p FLAT ROOF/ROOF 11 GK IDETA I L A-405.0 50ALE: 1" = 1'-0" 4-J a j 8" TH I(-"iG REINFORCED CONCRETE C) -TRAF_ AB ORA55 SHOULDER AREA (Tl'P.) 24" DIAMETER OA5T IRON Q OR DEFINED SURFACE COVER INLET ORATE FRAME IM L_L__ -- ----II � ❑ ❑ ❑ ❑ ❑ ❑ � ❑ ❑ ❑ ❑ ❑ -- - z I--I ( ❑ ❑ ❑ ❑ ❑ ❑ J ❑ ❑ ❑ ❑ -III--- IL ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ I -- �_r�-.� PRECAST GONG. -- I�a N I � GROUND LEACH I NO RI NO. SEE WATER CALCULATIONS ON SITE PLAN FOR REQ'D DIAMETER A5 2'-O" EFFEGTIYE DEPTH MIN. PER SITE PLAN MIN. GLEAN SAND GRAVEL FILL 2 I STORMP-4ATER DRY NELL DETA I L A-403.0 50ALE: 1/2" = 1'-0" W a I o i i PROJECT: SANTIS ADDITION 465 BURGUNDY COURT SOUTHOLD, NY 11971 DRAWING TITLE: DESIGN DETAILS PAGE: A-403"" ■ 0 0 DATE: 09/25/23 15 OF 20 POST $ COLUMN DESIGNATIONS: POURED CONCRETE AND STEEL REINFORCEMENT Ni GONCETE - GOLD WEATHER POURING 4 CONCRETE MIXTURE CL N E A POSTS 4 COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED Q AS FOLLOWS. NOTE THAT THESE DESIGNATIONS DO NOT IMPLY I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF J SUCH MEMBERS ARE NOT NECESSARY EL.5EWHERE, AS SPECIFIED I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT FOUNDATIONS BY AN ANGLE OF 45 PROJECTED OUTWARD AND CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE � NEW PARTIAL HEIGHT BY OTHER CONSTRUCTION DOCUMENT NOTES $ STANDARD DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS. HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. w EXISTING TO BE DEMOLISHED , WOOD FRAME (L.G. STL. = FRAMING REGtUIREMENT5. W 2. IF WATER ENCOUNTERED DURING POURIN6 OF GONG., EXCAVATION 2• SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. WHEN APPLICABLE) J 0 EXISTING TO REMAIN A2 (2) 2"x4" POST B2 (2) 2"xb" POST SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER NEW FOUNDATION WALL � ENCOUNTERED. CONFORM TO AGI 306. •• N NEW WOOD FRAME (L.O. B3 (5) 2"xb" POST Q Ln STL. WHEN APPLICABLE) P3 (3) 2"x4' POST 4. IN NO CASE SHALL CONCRETE SE PLACED ON FROZEN GROUND / 3. POURED CONCRETE SHALL BE KEPT M015T FOR A MIN. OF 14 DAYS, C O SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO O NEW I-HR FIRE RATED MIN. (2) 2'1 STRUCTURAL A4 (4) 2'1 P05T 64 (4) 2"X6" P05T 4. ALL FOUNDATION WORK SHALL BE 4,000 P51 POURED CONCRETE AT TEMPERATURES WITHIN Ii F OF CONCRETE. _ O ' POST FOR 4" WALLS 25 DAYS AND SHALL CONFORM TO THE CURRENT AGI 515 CODE. O •• T- WOOD FRAME (L.G. 5Tl_. 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. -0 WHEN APPLICABLE) (MIN (2) 2"xb" STRUCTURAL REMOVE AS REO'D. - }- O „ A5 (5) 2"x4" POST BS (5) 2"xb" POST 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED .� w N • I POST FOR b WALLS), U.O.N. CARBON STEEL ASTMA615 GRADE 60. MM FOR SLABS DO NOT L NEW 2-HR FIRE RATED' NEED TO BE EPDXY COATED. 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE 0 C Ln Z '4- PERMITTED WHEN NECESSARY. •- T- T- WOOD FRAME (L.G. 5TL. 3-1/2" O.D. 5CH 40 5-1/2" O.D. 50H 40 0- v .. N WHEN APPLICABLE) STL. COL. (A5TM STL. COL (A5TM 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS -y G D SHALL BE STA66ERED. -I. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33• F OR HIGHER X U A123) BY 51M5 A123) BY 51M5 AND SHALL BE WITHIN Ii F OF CONCRETE TEMPERATURE. C O = (0STEEL (OR EG) STEEL (OR EO) -7 PROVIDE MECHANICAL DEVICES TO HOLD STEEL 4 HARDWARE IN Q O 3 FOUNDATION PLAN NOTES PLACE AT TIME OF POURING 4 MAINTAIN REOUIRED CLEARANCES, 8. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. GOVERA6E5, AND PLUM13NE55. 4-j N +' Q. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE O OSINGLE SPAN STRUCTURAL MEMBER: ENLARGED CONTINUOUS FOOTING c O I SOIL BEARING CAPACITY NOTE: PERMITTED TO BE ADDED TO CONCRETE MIXTURE A5 PER AGI 306 STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS 17 1. ENLAR6E CONTINUOUS FOOTING TO 50" WIDE x 12" STRUCTURAL DESIGN OF FOOTINGS ASSUMES A SOIL BEARING 5. CEMENT SHALL CONFORM TO A5TM C-33 FOR STANDARD WEIGHT Q � :20 CAPACITY OF I.O TON/S.F.ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY DEEP, CENTERED DIRECTLY BENEATH BEARING POINT CAPACITYCONCRETE. (ASTM G4a4/G4a4M, TYPES G AND E). nWl ABOVE INDICATED POSTS. OF COL. ABOVE 4 EXTENDING PERPENDICULARLY FOP, 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT GR055 SECTIONAL STACKED POST/COLUMN: 50" ON BOTH SIDES IN DIRECTION OF CONTINUOUS THIS SOIL SEARING CAPACITY SHALL BE ACHIEVED BY AREAS EXCEED ONE SQUARE INCH. O2 LOCATE INDICATED P05T OR COLUMN ABOVE/BENEATH FOOTING (60" TOTAL LENGTH). EXCAVATING THE EXISTING BROWN SILT LAYER UNTIL BROWN POST OR COLUMN ON FLOOR BELOW/ABOVE. 2. ENLARGED PORTIONS SHALL BE POURED SILTY SAND STRATA ('5M' SOIL TYPE) ENCOUNTERED, AND THEN II. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED STACKED COLUMN NOTE: MONOLITHICALLY w/5URROUNDINO CONT. FTO. 4 WALL. BAGKFILLING U51NO GLEAN ENGINEERED FILL, COMPACTED IN 6" TO REPEATED FREEZING AND THAWIN6 UNTIL CONCRETE HAS ® 3. TOP OF FOOTINGS SHALL BE FLUSH LIFTS, UNTIL THE DENOTED FOOTING BEARING DEPTH 15 REACHED A COMPRE551VE STRENGTH OF 500 PSI. IN 51TUATIONS WHERE EXIST. FRAMIN6 MEMBERS PREVENT 4. INCREASE HORIZONTAL REINFORCEMENT AT ENLARGED REACHED. SHOULD 'SM' SOIL TYPE BE ENCOUNTERED BEFORE THE FOUND. LEVEL COLUMN FROM BEING CONTINUOUS TO THE FOOTING TO INCLUDE: DENOTED FOOTING DEPTH 15 REACHED, EXCAVATION SHALL 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 506. -4-1 < - STACKED P05T/COLUMN DIRECTLY ABOVE, PROVIDE SOLID . (5) #5 REBAR ORIENTED IN DIRECTION OF CONT. CONTINUE UNTIL THIS DEPTH. BLOCKING AS REi TO ENSURE FULL BEARING BETWEEN FT6;THIS AMOUNTS TO AN ADDITIONAL (2) #5 THE GAP PLATE 4 INDICATED POST/COLUMN ABOVE. Iii FROM THOSE ALREADY PRESENT IN I6"Xa" O LOAD BEARING WALL (ABOVE): DEEP CONT. FT6. SEE ALSO TEST HOLE DATA ON PAGE 6-001. n l m 3 AS INDICATED BY DASHED OUTLINE. • (6) #5 REBAR ORIENTED PERP. TO CONT. FT6. W AL16N 5TUD5 OF BEARING WALL5 TO LAND DIRECTLY 6. PROVIDE (2) #6 VERTICAL REBAR WITHIN P. GONG. UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. FOUND WALL ABOVE CENTER OF ENLARGED FT6. -••I-J 3B INTERIOR LOAD BEARING WALL: "1• SEE ALSO DETAIL IO/A-402. AS INDICATED BY HATCHING. ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY UPON 18 BEAM POCKET (TYP.) F.J. OR BEAM (WHEN APPLICABLE) BELOW. EXTENDED FRAMING TO ROOF ME.MBER5: TYPICAL LEDGER BOARD ® EXT. DECK: O PROVIDE FRAMING EXTENDING FROM WALL, BEAM, OR Iq I. 2"x P.T. BD. TO MATCH DEPTH OF JOISTS U HEADER (BELOW) TO SUPPORT R.R OR RIDGE (ABOVE). 2• SECURED w/(2) 5/8" x 5" LONG H.D. GAL. LA6 BOLTS ® 161, O.G. 58 HOLDOWN (FOUNDATION TO 15T F1-OO : 5. INSTALL H.D. 6ALV. J015T HANGERS BY 'SIMPSON' (OR HOLDOWN 'B' AS PER PAGE 6-003 EQUAL) HOLDOWN (FOUNDATION TO I5T FLOOR : 4. PROVIDE FLA5HIN6 TUCKED UNDERNEATH 51DIN6 4 Q SG BENT OVER TOP EDGE OF LEDGER BD. HOEDOWN 'G' AS PER PAGE 6-003 5. SEE DETAIL 14/A-402. EXIST. CONTINUOUS FOOTING 6� I. V.I.F. EXI5T I6"x5" DEEP P. GONG. CONTINUOUS TYPICAL CLOSED FOUNDATION FOOTING (MIN. SIZE) IN 600D CONDITION. CONTACT �O IS PORCHES / PATIOS: ARCHITECT IF FOUND OTHERWISE. I. SEE NOTED DETAILS 2. ATTACH BASE PLATES OF NEW COLUMNS TO EXIST. 2. ALL Hi SURFACES SHALL BE PITCHED 0 1:45 AWAY FT6. w/ (4) �"(P 6ALV. THREADED RODS,DRILLED 4 FROM BUILDING EPDXY PINNED INTO FT6, w/ 4" MIN. EMBEDMENT. 3. FOR SLA55 ABUTTING FRAMING, INSTALL COPPER NEW CONTINUOUS FOOTING FLASHING FROM 12" ABOVE AND ADJACENT TO SLAB, 6B NEW Iii DEEP P. GONG. CONTINUOUS FT6. AS PER BED ALL FLASHING IN ASPHALTIC MASTIC DETAILS AS PER DETAILS 4/A-401 (AT 6ARA6E),5/A-401 4. PORCH /PATIO WALLS OF SEPARATE POURS SHALL Q (AT GRAWL5PAGE), 4 6/A-401 (AT BASEMENT). BE DOWELED w/#5 ® 5" O.G. VERTICAL TO EA. OTHER DRILL $ EPDXY PIN (4" EMBEDMENT) FT6. 4 FOUND. WALL 4 TO MAIN FOUND. INTO ADJOINING FT6. $ FOUND. WALL OF BASEMENT. TOP OF FOUND. WALL MAY BE STEPPED DOWN A5 EXIST, PAD FOOTING REi TO ACCOMMODATE 6ARA6E DOOR CLOSURES '1A V.I.F. EXIST 24"x24"x12" DEEP P. CONIC. PAD FOOTING 21 (VERIFY DIM. IN FIELD) (MIN. SIZE). CONTACT ARCHITECT IF FOUND OTHERWISE. UNDERPINNING NOTE: sb'-4" NEW PAD FOOTING 22 V.I.F. DEPTH OF EXIST. FOUND. WALL FT6. 4 UNDERPIN NEW P. GONG. FT6. BENEATH IF REOUIRED PER NEW GONG. �B DETAIL I-" DEEP P. GONG. PAD FOOTING A5 PER SLAB DEPTH ® BASEMENT PER DETAIL a/A-402. DETAIL I-A/401. CONTINUOUS FOOTING EXTENSION NEW PAD FOOTING 23 1. NEW 12" WIDE x 56" LONG x &" DEEP P. GONG. CONTINUOUS iG 30"x30"xI5" DEEP P. GONG. PAD FOOTING AS FOOTING EXTENSION, ENLAROIN6 EXISTING CONTINUOUS PER DETAIL 2-A/401. FOOTING AS SHOWN. 2.PROVIDE #5 HOR. REBAR® 41" O.G., DRILLED 4 EPDXY ® NEW UN-REINFORCED P. GONG. SLAB PINNED (4" EMBEDMENT) INTO EX15T FOOTING. I. NEW 4" THK. UN-REINFORCED P. GONG SLAB UPON 2. 6 MIL POLY VAPOR BARRIER UPCIN 20'-0" Ib'-O• 26'-4" 5'-0" 20'-0" 3. 4 (MIN.) GRAVEL BASE NEW REINFORCED P. GONG, SLAB, 6'-8• b'-a^ -- ac 8B I. NEN(oMIL POLY GONG.BARRILAB ER 6"r;b -10/IOW.W.M. UPON - ----- -- - - - - ac -- --- - - --- - ---- - --- -- - - - � � - - - _ _ - - - - 2. 6 MIL POLY VAPOR BARRIER UPON -__-_-- 5. 4" (MIN) GRAVEL BASE FASTEN ALL NEW DECKING BEAMS JOISTS TOGETHER O Y `1A L J Z NEW RP.BMY L J �2ir 5'-8y2" 5'-8y2" 5'-�2' S'-Ly2" I'-0 - - - - - J L2"xV HDR 6'- " s-10 m FOUND $ POSTS FOR PC. DECK: q q USING SIMP50N G520 STRAPPINGOG 4"x4" WD. P.T. P05T UPON 8 V P. CON.,. PIER UPON - -`- - - - - - - - q-I» 12'xl2 x8 DEEP FOOTING AS PER DETAIL IS/A-402 (TYPE 0 _ - - --- -- - - - - Q p P.T.D q NEW(2 PP.T _FOUND $ POSTS FOR WD. DECK: °-e _ - L J - � - L 2'rxlo � � -- - -� Sc NEw(2)2"xa"++DR 5G ' 4"x4" WD. P.T. POST UPON 12"xi2"x8" DEEP FOOTING AS - --�-� - - -- -- u to a PER DETAIL la/A-402 (TYP) - _ __ o Z FOR WOOD STAIRS ® GRADE: 5c la sc a Z OqG 4" THK. P. GONG. PAD b' WIDE x REQ'D LENGTH UPON I Iq DRILL 4 EPDXY o o u-i �--I ' 1 * m 6' GRAVEL UNDER 2"x12 P.T. STAIR 5MNSER5 ® u _ - PIN NEH CONT. ?c :� Io N V • _ NEW 2"xIO F.J. - - FT6.INTO EXIST. ry- .D I .. MAX. I6" O.G., U.O.N. (MIN. 3STRINGERS) - f I '�� `_'_ e ry u oil m Ib"O.G. FTC.(4•MIN. ; r _ EMBEDMENT) 15 - - - - - - - - - - - - - -- - - - -- - 10 (2) 2 xb P.T. SILL PLATES w/COFFER TERMITE SHIELD 4 ry I NEw(2)2°xa°HDR _ r - -- TYPICAL P. GONG. FOOTING $ HALL CONSTRUCTION: J =i--- �� 18 m 16"o.c. • _ ry �• � i 2 EXTENT OF FORMER .. . . - ---- -- ---- --- ---- -- -- SILL SEAL :. I O u nmNEH 26lO.G.� r B Ib I I --- r _ _ _ _ _ _ _ _ -- - - - - - - - - - - -'- - • ANCHOR BOLTS A5 PER PAGE 6-003 �O c " " - G (INTERIOR 5101, ° NEw CS)25c12, to Q - - - - �� 5B 21 5B I- �• NEW 2"x10"F.J. FOUND.WALL I'i • P. GONG. FOUND. WALL A5 PER DETAILS 4/A-401 (AT 1 c iv NEw(s)2 xl2 DROPPED BM. NEW(3)2"x12-DRP.BM._ _ DROPPED BM. _ - - GARAGE), 5/A-401 (AT GRAWLSPAi 4 6/A-401 (AT ° -• - e'-oy2^ - a'-oy2°- q'-s" :• I5 ry EXIST.2'xl0"F.J. EXIST.2"xl0"F.J. ry BASEMENT) UPON - • P. GONG. FOOTING AS PER DETAILS (LISTED ABOVE) xu n I X 1 Is PROJECT: • ASPHALTIC MASTIC DAMP PROOFII"lb TO EXTERIOR •� f I IS ry Ex1sr.2•x1o• .4 • B.O. FOOTING 5'-0" BELOW GRADE MIN. i- �, ^Ln F.J.m 16"o.C. r X a LL o B • N • 1/2' EXPANSION JOINT® PERIMETER OF SLAB (WHEN APPLICABLE) Z I c '� I Z^ - - - - - a q'- -I 1 � n ry .� - NEW l2)2"xa• SA NTIS • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS /STOOPS -I u Ty2' ry_ O DROPPED BM. - \ NEW 2"xl0" a » F H / - - - -t- - - _ J q6 (WHEN APPLICABLE) 0 16^oc. 1 y ADDITION • MA50N TO ACCOUNT FOR FINISH STONE ON THIN SET FOR I e e, e \ NEW(2)2"xl0" - u, 6B HEIGHT OF WALL 4 SLAB (WHEN APPLICABLE) Tc L J _ Exlsr.(s)2_xlo"FJ.N_i.FJ �\ NEW 2"xl0"F.J. FLUSH BM.m ,.� -� I>�N Q I 10 , •' NEW(2) NEW 2"xb" W 5TA R5 EXIST• O u I I PROVIDE SIMPSON(BAE�OP FLANGBEJO ST HANGER ® EACH m 16"Oz. 1 � m 1 A oLG��w Sc � X- A in 2"xa" m NEW 2"xl0"F.J. �- ' I cY Z 22 MP.IBM.- - - O - - - - W 2"xl0" B F.J. 4 HB TOP FLANGE JOIST HANGER ® EACH FLUSH BM. 4 - - EXIST• c F J.m EXIST.2"xlo'F.J. PROPOSED - - -- 96 (SELECT HANGER WIDTH PER STRUCTURAL MEMBER SIZE). NEw Cs)2"xlo"FJ.BELOW , __ MECHANICAL I 6 o.c. I m 16"o.c. I lJ 5TO1zA6E s`-2- v f 9 - - - ' I 1 -) Z to WELD HANGERS TO STEEL BEAM PER MANUFACTURER I �u I P05T TO HDR ABOVE - - - - - - - ROOM 2 N G _ -- _.--_--_-F - F -- - -- - - _---- --- 2 V V ry 465 BURGUNDY COURT SPECIFICATIONS (SEE 2021 51MP50N STRONG-TIE WOOD 1 x 15 2 / u� 2 �i 2s o - p - - - p o p o CONSTRUCTION CONNECTORS PAGES 164-165 4 BULLETIN ry 4 �{- mm a d b� ?� o m SLAB ON 6RADE SOUTHOLD, NY 11971 " " ry NEW 2"xlo"F.J. G IEXIST.(s)2"xl0"F.J.N.LF r L - p V ry S I O U I(V$ I x a rye PROPOSED ry° T-C-WELDUPLFT22) . 1 Z ( m 16"O.G. �' 1 b - 6 p p Q X BASEMENT - X_ uLL cv u. S.F. ATERA SUPPORT OFF ITCH BFAM � 16 m L L L 1 I •I . �F 4 FJ.m N• GPROVIDE BLOCKING TO FLITCH PLATEE FLUSH BEAM FROM NEW(s)2"x1o"F.J.BELOW FI� a EXI5T.2x10 F.J. NEw2"xl0" F u _ e LL a � 0p Irl O DRAWING TITLE: _, I-� I •� x PARALLEL F.J. TO ENSURE ADEQUATE: LATERAL BRACING .• POST TO HIM ABOVE_ - o ry m Ib"o.G. _ ry_ j n, r- - - ry _ _ 1 OF STRUCTURAL MEMBER. o 0 16 o.c. ROOF ANGLE BRACKET (TYPJ: PROPOSED -1 -�--0 IG J o �� J EXIST.(s)2 xl0 F.J.(V.LFJ _ _ _ PROPOSED STRUCTURAL PLAN O13 B GR IA L5PAGE G T1 iv n J ry N (GUT AT STAIRS m FASTEN 1 2 ANGLE BRACKET w/MIN. LOAD CAPACITY OF "150 L 5, c _ �$ . 1 w/51MPWN LU828-3 HNGR) " • ATTACH TO MIN. (2) 2"xb" P05T (UNLESS LARGER MEMBER ri I 2 rv ' - - EXIST.2 x10 F.J. I I I I J 2 ry N �Jl I EXIST.2-1 F.J.m Ib"O.G. _ REOV PER MANU. SPEC.'S) z 1 I NEW ATTIC ACCESS - PULL DOWN STAIR: 6e ~ «ry Q ) (GUT AT STAIRS m FASTEN _ _ -_ d1 w/51MP50N LU528 HNGRJ 18 � _ - la _ 1 b ( 15 x O�j SISTER OR PROVIDE NEW F J.TO ENSURE m 14 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22'x30) _ - - - - - - - - o 1 Lus210 s I (2)2"x10"FJ.ST P PROVIDED BENEATH r o 15 I. MIN. 550 # CAPACITY to _ I > HNGR. I MICROLLAM LVL I- - J Mcm M LvL •Q � / V T.J.2.OE 3.1/2 HR FIRE RATED (REi FOR 6ARAi STAIR ONLY) :. i r - - - - - - - - EXIST.16"O.G.FJ _ OROPPED�BM. DROPPED BM. - - - - - - -- -- - 4I - - - - -- - - - -J PAGE: � � INDICATED POST POINT LOADS G 4.DBL. FRAMING WHEN NEW OPENING I - IL P 5. WEATHERSTRIP ACCESS OPENING 4 PROVIDE R-41 �u m L� NEw(2)2-W HIM _-- --- --� MODIFIED GARAGE 1 INSULATION ABOVE w/WD. FR. (OR Ei BAFFLE OR NEW 2" 0 0 xl0"F.J. �I NEW 2"xt0"F.J. p -- - 7 V G 0.,j 15 IS - - - - - - - - - - - - - - - - - RETAINER TO PREVENT INSULATION FROM ENTERING - _ _ _ _ Q m I6 O.G. I m 16' O.G. ---- - - - - ----�------------ ---- - --- - - - _ . fir DWELLING WHEN OPENED, AS PER f"IYS EGG R402.2.4 sG NEw 2)LIS^xqs^T.J.2AE o o o o ;� s 5G 1G 15 LL� MICROLLAM LVL FLUSH BM. - - - - - - - - - - PROPOSED ILL p N -C 14 - - - - - - - - - - - - - B - ---- -- --- - (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE o BELOW STAIRS ABOVE �., AYJL PA o� o = - - - - - - - - - - - THERMAL ENVELOPE OFBUILDING). - - - - - - - - - - - - - - - - -- - - !S+ o� �-� -- -- - _ - - - - - - � GR12os.F.i J 6. '7. CONSULA5PERMANU. SPEG.s - - - - - - - - - - - - - - - - - - - ryO- - - - - - - -P� 0 1 - _ - r - - rvo - - � Is'-8• DATE: 09/25/23 16 OF20 -1. CONSULT H.O. FOR PREGI5E LOCATION OF ACCESS. - - - J - - E TTTCCC -L -- '-- - • •. -- _ .- _- -- -- PIN Ni FOUNDATION WALL EXTEND COL.DIRECTLY OSTEPPED FOOTING - - - - - - -1 - - - - - TO FLUSH BM.ABOVE VERTICAL EXTEN51ON UPON 15 - - - - - - - - - - ----- NEW FT6. TO STEP AS NEEDED TO AL,16N WITH EXIST. FT6„ 66 6B 15 EXIST.FOUNDATION WALL m AS PER DETAIL 8/A-401. V.I.F. EXIST. FT6. DEPTH. to : '. o _ _--_--__ -- --- - OPENING DOOR EXIST 6 PAD FOOTING EXTENSION 4 1 I6 I. NEW 24" WIDE x 12" DEEP P. GONG. PAD FOOTING ; EXTENSION CONNECTING EXISTING FOOTINGS AS SHOWN. 1 N.I.F. FT6. EXTENSION 15 AT LEAST INDICATED LENGTH) 2.PROVIDE (3) #5 HOR. REBAR RUNNI"i LENGTH-WISE IN L- - - - - J •v �� NEW FOOTING. DRILL 4 EPDXY PIN (4" EMBEDMENT) ✓ REBAR INTO EXIST FOOTINGS. C i 4 3.PROVIDE #5 HOR. REBAR ® 41" O.G. IN NEW FOOTING, ORIENTED PERP. TO LENGTH OF FT6. II'-e" C ©" 4.INSTALL NEW COLUMNS IN NEW FT6. WHERE INDICATED, 20'�" 16'-O• 15'-5" u'-o• 14'-q• 2r-6" 15'-O" 20-0• la A• ,', w/BASE PLATES PER DETAIL 3/A-•401. C7 . - 'd FR0F0sF-r7) FOUNDATION STRUGTURAL FLAN SCALE: 3/16" = 11 {� I �/ �/ . POST $ COLUMN DESIGNATIONS: POURED CONCRETE AND STEEL REINFORCEMENT NOTES: GONGETE - GOLD WEATHER POURING d CONCRETE MIXTURE 1 I POSTS d COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED Q AS FOLLOWS. NOTE THAT THESE DESIGNATIONS DO NOT IMPLY I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT 1. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED FOUNDATIONS BY AN ANGLE OF 450 PROJECTED OUTWARD AND CONCRETE IN TEMPERATURES UNDER 45" F IF THAT TEMPERATURE NEW PARTIAL HEIGHT = BY OTHER CONSTRUCTION DOCUMENT NOTES d STANDARD HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. O _ EXISTING TO BE DEMOLISHED DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS. WOOD FRAME (L.G. 5TL. � I FRAMING REQUIREMENTS. W WHEN APPLICABLE) 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION 2• SPECIFICITY OF CONCRETE DEVC7N MIX SHALL BE BY OTHERS. J EXISTING TO REMAIN _ q2 (2) 2"x4" POST B2 (2) 2"xb" POST SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR D NEW FOUNDATION WALL y l ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER 5. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL P7 N NEW WOOD FRAME (L.G. ENCOUNTERED. CONFORM TO AGI 506. ., 5TL. WHEN APPLICABLE) �j \\ A3 (3) 2"x4" POST B3 (3) 2"xb" POST a a'' Lo 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN &ROUND / .0 SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO O O O NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL (4) 2"A4 x4" POST 54 (4) 2"x6" POST 4. ALL FOUNDATION WORK SHALL BE 4,000 P51 POURED CONCRETE AT TEMPERATURES WITHIN IOo F OF CONCRETE. r O WOOD FRAME (L.G. 57L.. El POST FOR 4" WALLS 25 DAYS AND SHALL CONFORM TO THE CURRENT AGI 318 CODE. 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL - • O POST FOR 6" WALLS), U.O.N. �' A5 (5) 2"x4" POST B5 (5) 2"xb" POST 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED REMOVE AS REO'D. 4-1N I NEW 2-HR FIRE RATED CARBON STEEL ASTMA615 GRADE 60. WWM FOR SLABS DO NOT� b. L THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE C In W NEED TO BE EPDXY COATED. O WOOD FRAME (L.G. 5TL.. PERMITTED WHEN NECESSARY. .- e- 3-1/2 O.D. 50H 40 5-1/2' O.D. SGH 40 a- WHEN APPLICABLE) 5TL. COL. (ASTM 5TL. COL (ASTM b. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS N G D SHALL BE STAGGERED, "I. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33° F OR HIGHER X U AI23) BY 51M5 AI23) BY SIMS AND SHALL BE WITHIN 10• F OF CONCRETE TEMPERATURE. C O STEEL (OR EG) STEEL (OR EQ) -� PROVIDE MECHANICAL DEVICES TO HOLD STEEL d HARDWARE IN 0 O m -:3 FOUNDATION PLAN NOTES WPLACE AT TIME OF POURING d MAINTAIN REQUIRED CLEARANCES, 8, CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. •- Lo GOVERA6E5, AND PLUMBNESS. O -i O SINGLE SPAN STRUCTURAL MEMBER: ENLARGED CONTINUOUS FOOTING a. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE N O STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS i'1 " " 501L BEARING CAPACITY NOTE: PERMITTED TO BE ADDED TO CONCRETE MIXTURE A5 PER AGI 306 C O � I. ENLARGE CONTINUOUS FOOTING TO H WIDE x 12 STRUCTURAL DE51ON OF FOOTINGS ASSUMES A SOIL BEARING 8• CEMENT SHALL CONFORM TO ASTM G-33 FOR STANDARD WEIGHT Q CL � O ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY DEEP, CENTERED DIRECTLY BENEATH SEARING POINT CONCRETE. (ASTM G494/G4a4M, TYPES G AND E). nw\ ABOVE INDICATED POSTS. OF COL. ABOVE d EXTENDING PERPENDICULARLY FOR CAPACITY OF 1.0 TON/S.F. O 2 STACKED POST/COLUMN: 30 ON BOTH SIDES IN DIRECTION OF CONTINUOUS 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT GROSS SECTIONAL G (60" TOTAL LENGTH). THIS SOIL BEARING CAPACITY SHALL BE ACHIEVED BY AREAS EXCEED ONE SQUARE INCH. LOCATE INDICATED POST OR COLUMN ABOVE/BENEATH FOOTIN 2. ENLARGED PORTIONS SHALL BE POURED EXCAVATING THE EXISTING BROWN SILT LAYER UNTIL BROWN POST OR COLUMN ON FLOOR BELOW/ABOVE. SILTY SAND STRATA ('SM' S01L TYPE) ENCOUNTERED, AND THEN II. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED MONOLITHICALLY w/SURROUNDING CONT. FT6. d WALL. BAGKFILLIN6 USING GLEAN ENGINEERED FILL, COMPACTED IN b" TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS ® STACKED COLUMN NOTE: 3. TOP OF FOOTINC75 SHALL BE FLUSH LIFTS, UNTIL THE DENOTED FOOTING BEARING DEPTH 15 REACHED A COMPRESSIVE STRENGTH OF 500 PSI. IN SITUATIONS WHERE EXIST. FRAMING MEMBERS PREVENT 4. INCREASE HORIZONTAL REINFORCEMENT AT ENLARGED REACHED. SHOULD 'SM' 501L TYPE BE ENCOUNTERED BEFORE THE FOUND. LEVEL COLUMN FROM REIN& CONTINUOUS TO THE FOOTING TO INCLUDE: DENOTED FOOTING DEPTH 15 REACHED, EXCAVATION SHALL 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 506. o - STACKED POST/COLUMN DIRECTLY A53 \/E, PROVIDE SOLID • (5) #5 REBAR ORIENTED IN DIRECTION OF CONT. BLOCKING AS REO.'D TO ENSURE FULL BEARING BETWEEN FT6;THIS AMOUNTS TO AN ADDITIONAL (2) #5 CONTINUE UNTIL THIS DEPTH. THE GAP PLATE d INDICATED POST/COLUMN ABOVE. REBAR FROM THOSE ALREADY PRESENT IN Ib"xb" v I LOAD BEARING WALL (ABOVE): DEEP CONT. FT6. SEE ALSO TEST HOLE DATA ON PAGE G-001. 3 AS INDICATED BY DASHED OUTLINE. • (6) #5 REBAR ORIENTED PERP. TO CONT. FT6. ALIGN 5TUD5 OF BEARING WALLS TO LAND DIRECTLY 6. PROVIDE (2) #6 VERTICAL REBAR WITHIN P. GONG. UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. FOUND WALL ABOVE CENTER OF ENLARGED FT6. +J INTERIOR LOAD BEARING WALL: 7. SEE ALSO DETAIL lO/A-4o2. 3B AS INDICATED BY HATGHIN6. ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY UPON 18 BEAM POCKET (TYP.) • F.J. OR BEAM (WHEN APPLICABLE) BELOW. EXTENDED FRAMING TO ROOF ME'I-iBERS: TYPICAL LEDGER BOARD ® EXT. DECK: O PROVIDE FRAMING EXTENDING FROM HALL, BEAM, OR Iq 1. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS ( 1 HEADER (BELOW) TO SUPPORT R.R OR RIDGE (ABOVE). 2. SECURED w/(2) 5/43 (P x 5 LONG H.D. GAL. LAO BOLTS v a 16" O.G. HOLDOWN (FOUNDATION TO 15T FLOOR). 5. INSTALL H.D. &ALV. JOIST HANGERS BY 'SIMPSON' (OR 58 HOEDOWN 'B' AS PER PAGE 6-005 EQUAL) HOLDOWN (FOUNDATION TO IST FLOOR): 4. PROVIDE FLASHING TUCKED UNDERNEATH 5101NO d - r� 5G HOEDOWN 'G' AS PER PAGE 6-003 BENT OVER TOP EDGE OF LEDGER BD. v J 5. SEE DETAIL 14/A-402. EXIST. CONTINUOUS FOOTING n 1 1. V.I.F. EXIST I6"x5" DEEP P. GONG. CONTINUOUS TYPICAL CLOSED FOUNDATION VJ FOOTING (MIN. SIZE) IN 600D CONDITION. CONTACT 6 PORCHES / PATIOS: ARCHITECT IF FOUND OTHERWISE. I. SEE NOTED DETAILS 2. ATTACH BASE PLATES OF NEW COLUMNS To EXIST. 2. ALL HORZ. SURFACES SHALL BE PITCHED 0 1:48 AWAY FT6. W/(4) �"-P CALV. THREADED RODS,DRILLED d FROM BUILDING EPDXY PINNED INTO FT6. w/ 4" MIN. EMBEDMENT. 3. FOR SLABS ABUTTING FRAMING, INSTALL COPPER NEW CONTINUOUS FOOTING FLASHING FROM 12" ABOVE AND ADJACENT TO SLAB, NEW 16"x8" DEEP P. GONG. CONTINUOUS FT6. AS PER BED ALL FLASHING IN ASPHALTIC MASTIC 68 DETAILS A5 PER DETAILS 4/A-401 (AT 6ARA6E), 5/A-401 4. PORCH/PATIO WALLS OF SEPARATE POURS SHALL (AT GRAWLSPAGE), d 6/A-401 (AT BASEMENT). BE DOWELED w/#5 ® 5" O.G. VERTICAL TO EA. OTHER DRILL It EPDXY PIN (4" EMBEDMENT) FT6. d FOUND. WALL d TO MAIN FOUND. INTO ADJOINING FT6. d FOUND. WALL OF BASEMENT. TOP OF FOUND. WALL MAY BE STEPPED DOWN AS EXIST. PAD FOOTING REO.'D TO ACCOMMODATE GARAGE DOOR CLOSURES 1A V.I.F. EXIST 24"x24"xl2" DEEP P. GONG. PAD FOOTING 21 (VERIFY DIM. IN FIELD) (MIN. SIZE). CONTACT ARCHITECT IF FOUND OTHERWISE. UNDERPINNING NOTE: NEW PAD FOOTING 22 V.I.F. DEPTH OF EXIST. FOUND. WALL FT6, d UNDERPIN NEW "1B I5"xl8"xl2" DEEP P. GONG. PAD FOOTING AS PER P. GONG. FT6. BENEATH IF REQUIRED PER NEW GONG. DETAIL I-A/401. SLAB DEPTH ® BASEMENT PER DETAIL Q/A-402. CONTINUOUS FOOTING EXTENSION NEW PAD FOOTING 23 I. NEW 12" WIDE x 56" LONG x 5" DEEP P. GONG. CONTINUOUS 'fG 30"x30"xl5" DEEP P. GONG. PAD FOOTING AS FOOTING EXTENSION, ENLARGING EXISTING CONTINUOUS PER DETAIL 2-A/401. FOOTING AS SHOWN. 2.PROVIDE #5 HOR. REBAR a 4" O.G.,DRILLED d EPDXY ® NEW UN-REINFORCED P. GONG. SL NB PINNED (4" EMBEDMENT) INTO EXIST FOOTING. I. NEW 4" THK. UN-REINFORCED P. GONG. SLAB UPON 2. 6 MIL POLY VAPOR BARRIER UPON 3. 4" (MIN.) GRAVEL BASE • NEW REINFORCED P. GONG. SLAB 8B 1. NEW 4" THK. P. GONG. SLAB w/ 6"xb"-10/10 W.W.M. UPON 2. 6 MIL POLY VAPOR BARRIER UPON - 3. 4" (MIN) GRAVEL BASE - --- - 9A FOUND 8 POSTS FOR ND. DECK: f _ _ NEw 2"xb"cJ.• 4"x4" HD. P.T. POST UPON 8"4) P. GONG. PIER UPON b O.G.w LU52 PROPOSED HNBR.°FLUSH El' I 12"xl2"x8" DEEP FOOTING A5 PER DETAIL WA-402 (TYP) STOOP _ NEw(2)I.T5'xn.25"r_J 21E MICI ZOL L.AM-LVL HDR _ 48 FOUND d POSTS FOR ND. DECK: PROPOSED DECK �- u " n " I IGRO A y\ O c ry V..F.EXIST.(2)1.T5"xl4"M LL M - 4 x4 HD. P.T. P05T UPON 12 xl2 x8" DEEP FOOTING AS PER DETAIL IQ/A-402 (TYP) __._-- .-- _---_-----____ In 24'�' LVL IF FLUSH BM.w/NEW HHU548 HN6R; ABOVE, FOR WOOD STAIRS ® GRADE: NEw(s)2"x12"HDR FLUSH REPLACE w/(2) NCR. 1 ry I`-� FLUSH BM.w/HU526-2 HN6R. F da O �p U 1 �� 21 9G 4" THK. P. GONG. PAD 8° WIDE x REO'D LENGTH UPON 1 NEw 2)2"xb' ry I w ry e PROPOSED CA e n I iv 6 GRAVEL UNDER 2 xi2 P.T. STAIR 51-RINGERS ® - RAFTER rlEs as G NEW WI2x22 A442-50 6R.5TL.HDR c KILL e u I ry NEW(5)2"xb' HDR SPANNING BET'V•EEN INDICATED COLUMNS ---- 1 �I Q 4 V MAX. I6 O.G., U.O.N. (MIN. 3 STRINGERS, °52' O.G. -- -- - - --_- - - -- - _ - - U NEW(2) TYPICAL P. GONG. FOOTING WALL CONSTRUCTION: -- - -- -FW-S - NEw(2)2"xe•HDR 2N6"HDR10 • (2) 2"xb" P.T. SILL PLATES w/GOPPI=R TERMITE SHIELD d FROPO_ V.LF.EXIST.2"xl0"F.J. V.LF.E2°MF FJ. I Nmi � LL� C ---SILL SEAL MASTER �.0 1 D p° Ib"O.G.w/51MPSON m 16" IMP50N 0 0 - LU528 HNGR •FLUSH BM. +� ( LU528 HN6R.°FLUSH BEAMS 2 i X- • ANCHOR BOLTS AS PER PACE 6-003 (BEDROOM 1) Z m p c I O )ry 0 C 82 NEW(2)I.15"xllbT5"TJI NEW(2)1.15NI1.615"TJI • P. GONG. FOUND. WALL AS PER DETAILS 4/A-401 (AT 3 a -# a _ _ _ _ 2.OE MIGROLLAM LVL 20E MIGROLLAM LVL GARAGE), 5/A-401 (AT GRAWL5PAGE), d 6/A-401 (AT ;� xx a NEW 2 2"xi0"FLUSH BM. r - - -- - -- - FLUSH BEAMS AROUND IC 1 FLUSH BEAMS AROUND Q J F N�v_Q °END OF EXIST.F.J. NEW WIOxbb A442-50 6R.5TL.UPSET I _ _ _ PULL-DOWN STAIR _ PULL-DOWN STAIR BASEMENT) UPON 1 ~ g ry BM.(FLUSH w/BOTTOM&OF F JJ d - "Z PROPOSED -�1 G NEW(2) 1.T5"x4.5"TJI 2.OE • P. GONG. FOOTING AS PER DETAILS (LISTED ABOVE) ► $$ -i �' ..Z "1 L SPANNING BETWEEN COLUMNS MIGROLLAM LVL DROPPED GREAT ROOM _ L BM.;BUILD HALL TO R.R. • ASPHALTIC, MASTIC DAMP PROOFING TO EXTERIOR N �I -J ABOVE m I PROJECT: • B.O. FOOTING 3'-O" BELOW GRADE THIN. NEW(2)2"xb• x v m us W.F.EXIST.2"xl0"F.J. I p II II 1 - EXIST.(5)2"xl0"F.J.BENEATH PROP. U w XI • Ib"O.G.w/SIMPSON 1 • " RAFTER TIES POST ABOVE N.I.F.SIZE ! I EXIST.(3)2'x10"FJ.N.LF� U W LUS26 HN&R.°FLUSH BEAMS - ry ( - PROPOSED HEW(2)I.RS"x4.5• i A I/2 EXPANSION JOINT® PERIMETER OF SLAB (WHEN ( PLACEMENT)w/NEW HU210-B HNGR. w/NEW LUS28-5 HANGEttS I 1 o COVERED `• NEW 11-116"TJI 2I0 APPLICABLE) 1 °52"O.C. _ _ _ _ _ _ _ _ _ I TJI 2.OE ry n r ( ' I _ STOOP MIGROLLAM LVL SA N T I S • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS /STOOPS ) (� �w. m 1 DROPPED BM. G.J.a I6"O.C. (WHEN APPLICABLE) - - - `-'1- - - - � - - - - -- - - - - - - - - -- - - -- -- - - - - l I - - -- - - - - - • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET FOR r-- ---- r- - ---r_ - -- -- - -- - - - ZNN21 NN NEw(s)2°xIo"HDR -- ADDITION � NEW(5)1.T5"x45"T.J.2.OE MIGROLLAM LVL FLUSH BM. NEW Cs)LT5"x4.5"T.J.2.OE MIGROLLAM NEW(4) I.-75"x4.5"T.J.2.OE MIGROLLAM LVL v o A N HEIGHT OF WALL d SLAB (WHEN APPLICABLE) 2 u ry ry �' D D ITT O 1 BELOW WALL ABOVE w/HHU5550/10 HNGR.•FLUSH BM. LVL FLUSH BM.BELOW WALL ABOVE w/ FLUSH BM.BELOW WALL ABOVE w/ p4' NEW(2)2"xt2"HDR pa � LANDING JOIST HANGERS (STEEL FLUSH BEAM) A2 HHU5530/I0 HANGERS°FLUSH BEAMS HHU57.25/10 HANGERS°FLUSH BEAMS SPANNI 6 ISM 1 O 0 Z 1 5 II PROVIDE SIMPSON 'BA' TOP FLANGE JO15T HANGER ® EACH hEH 2'x6" NEw(2)I.?5"xnbTd•T.J.2.0E 2 ENSURE POST ABOVE Iu� MIGROLLAM LVL HDR LANDS UPON PROP. INDICATED POSTS n 0 G.J.° I6"O.G. V.I.F.EXIST.2"xIO"F.J. ry HIS d HERS NEW(B)2"x8"HDR BEARING WIDTH) ° Ib"O.C.w/SIMPSON I EAgp�mpg 1 B A2 ? PROPOSED _F.J. $ 'HB' TOP FLANOE JOIST HANOER a EACH FLUSH aM. -_-_-_ - FLUSH BM.(3•MIN NEW(2) Lus28 HNGR.°FLUSH BEAMS UPON PROP. 1 GAR GARAGE 465 BURGUNDY COURT WELD HANGERS TO STEEL BEAM PER MANUFACTURER �' 2"x6" _ - - - - - - - (SELECT HANGER WIDTH PER STRUCTURAL MEMBER SIZE), I o a - B2 c - _ BEARINGIWIDTH) n A4 - - - - - -- -- - - - WAL I GL. _ HDR - - - - _ SPECIFICATIONS (SEE 2021 SIMPSON STRONG-TIE WOOD ry r - _ - 2- F.J.• Ib"O.C. R* W(2J 2"xio" PROPOSED B2 V.I.F.EXIST.2"XIO' --_ CONSTRUCTION CONNECTORS PA6E5 164-165 d BULLETIN ry I IA F.J.° 16"O.G. G 2 V.I.F.EXIST.2"XIO" o A2 FLU5I+ISM. 3B MUDROOM/ENTRY SOUTHOLD NY 11971 "T-G-WELDUPLFT22)". NEw 2"x1o" o LATERAL SUPPORT OF FLITCH BEAM v _ - - - 2 - FJ.• Ib"O.C. - 1 A2 BUTNTP.s �O� a• 2 --- PROF. -I2 _ PANTRY ? $ - - �- �- 12 PROVIDE BLOCKING TO FLITCH PLATE FLUSH BEAM FROM 2 A2 83 L - J L - J L _ 1 NEW(2J LTS"x45"T.J.2OE MIGROLLAM A4 -- B5 NEW(3)I.M"X4.5"T.J.2.OE MIGROLLAM LVL --_ PROP• U DRAWING TITLE: PARALLEL F.J. TO ENSURE ADEQUATE LATERAL BRACING LVL w/J"THK.5TL.FLITCH PLATE 2 w/(2) THK.5TL.FLITCH PLATE FLUSH BM. A5 HALLWAY 1 - -- PROPOSED OFFICE FLUSH BM.BELOW WALL ABOVE _ OF STRUCTURAL MEMBER. � -- se BELOW WALL ABOVE -- - ^- - - - RA K P 0 ® 2 - - - A4 - 2 NEw(2)Lt5"xI1.815"T.J. ] - L / \ PROPOSED STRUCTURAL PLAN 13 ROOF ANGLE B G ET (TY ) - ----- - -- C� L J X B2 2.OE MIGROLLAM LVL HDR ANGLE BRACKET w/MIN. LOAD CAPACITY OF '150 LES• o V ATTACH TO MIN. (2) 2 x6 POST NNLE55 LARGER MEMBER se n _ REO'D PER MANU. SPEC.'S) I RAFTER TIES 1� X MODIFIED L - J L - J L - J it CI - - / \ 1 P120POSED •52,O.G. 2 DINING ROOM -�Wl`) NEW(2)L-15"x4.5" NEW ATTIC AGGE55 - PULL DOWN STAIR: '�j m �R 1 2°x1o"HDR rJ1 2.0E 14 Y: I _ NEW(!S)2"x8"HDR _ FOYER V.I.P.EXIST.2'xl0"F.J. I I PROPOSED 1-1 MIGROLLAM LVL + / NEW II-a 16 TJI . \ I. MIN. 350 # CAPACITY ry BATHROOM I B MODIFIED I� " B2 Goy oo�D / G.J.O Ib°oc. \ 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30") DROPPED BM. 3.1/2 HR FIRE RATED (REO.'D FOR GARAGE STAIR ONLY) ° 16"O.G.w/SIMPSON II ry v 1 / \ PAGE: 4.DBL. FRAMING WHEN NEW OPENING 2 5. WEATHERSTRIP AGGE55 OPENING d PROVIDE R-49 V.I.F.y1F EXIST.2"x1o" oI LU528 HN6R FLUSH BM. ° o o - _____ ? NEw(2)I.-15"x4.5"TJI 2.OE NEW C3)2"xl0'HDR. F.J.° I6' O.G. x m g2 B2 G- LL N MIG�LLAM-LVL DROPPED INSULATION ABOVE w/HP. FR. (OR E0.) BAFFLE OR I - - - - - - - - - - - 1� - - - -- - - - - - - _. - PROP• DIREGn�ro �i ° BM. -'-- - RETAINER TO PREVENT INSULATION FROM ENTERING II„LAUNDRY FTC, BELow PROPOSED LL 1 I DWELLING WHEN OPENED, AS PER NY5 EGG R402.2.4 n 1 O 22 se I� I ROOM Qom __ _�(s)2""x6"BM. �_ S-100% moo (OMIT WHEN ATTIC AGGE55 DOES NOT PENETRATE _ THERMAL ENVELOPE OF BUILDING). I [�' --NEW(s)2"x6"HDR_ NEW 2"x1o• - NEW 2"x1o" G NEW(2)2"x8"HDR - - - - B2 6.INSTALL AS PER MANU. SPEC.'S FJ.a 16"O.G. FJ.• Ib"o.c. _ - - -- -- _ -- - - - - - - - - - -- _ Is Is MODIFIED _ _ _ "1. CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. NEW(2)2"xb"HDR COVERED NEW(5)2"x1o"HDR BM. TJ. N K LL ABOVE � �- - -� PORCH - - - it°O LVL FLUSH BM.BELOW WALL ABOVE n OO DATE: 09/25/23 17 OF 20 STEPPED FOOTING - - ---- -- --- NEW(2) V D NEW(2) NEW(2) U 0 15 NEW FT6. TO STEP AS NEEDED TO ALIGN WITH EXIST. FTC., 2_xe_'HDR - 2_xa HDR 2_6•HDRZi AS PER DETAIL &/A-401.V.I.F. EXIST. FT6. DEPTH. _ _ NEw CJ)2 x8'BM. _ _ _ _ NEwss 2"x6•BM. _ -- PAD FOOTING EXTENSION 1s Is - 1s OI6 - - ---- I. NEW 24 WIDE x 12 DEEP P. GONG. PAC) FOOTING - EXTENSION GONNEGTIN6 EXISTING FOOTIN65 AS SHOWN. (V.I.F. FT6. EXTENSION 15 AT LEAST INDICATED LENGTH) 2.PROVIDE (5) #5 HOR. REBAR RUNNING LENGTH-WISE IN NEW FOOTING. DRILL d EPDXY PIN (4" EMBEDMENT) ,r s REBAR INTO EXIST FOOTIN65. 1's 1 1a 3.PROVIDE #5 HOR. REBAR ® 9" O.G. IN NEW FOOTING, st ORIENTED PERP. TO LENGTH OF FT&. 4.INSTALL NEW COLUMNS IN NEW FT6. INHERE INDICATED, w/BASE PLATES PER DETAIL 3/A-401. i�-'' FROFOSEI�) F I R5T FLOOR STRUOTURAL PLAN 50AL.E: 5/16" = P-V �� �/ j� �/ • ,I POST 8 COLUMN DESIGNATIONS: POURED CONCRETE AND STEEL REINFORCEMENT NOTES: GONGETE - GOLD WEATHER POURING 4 CONCRETE MIXTURE 5 I POSTS d COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED Q AS FOLLOWS. NOTE THAT THESE DE516NATIONS DO NOT IMPLY I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF -- SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND CONCRETE IN TEMPERATURES UNDER 450 F IF THAT TEMPERATURE NEW PARTIAL HEIGHT BY OTHER CONSTRUCTION DOCUMENT NOTES 3 STANDARD HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. M - i WOOD FRAME (L.G. STL. DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS. EXISTING TO BE DEMOLISHED FRAMING REQUIREMENTS. W WHEN APPLICABLE) 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION 2• SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. w EXISTING TO REMAIN A2 (2) 2"x4" P05T S2 (2) 2"x6" POST SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR J C) ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL NEW WOOD FRAME (L.G. NEW FOUNDATION WALL ENCOUNTERED. CONFORM TO AGI 306. CV STL. WHEN APPLICABLE.) A3 (5) 2"x4" POST B3 (5) 2"xb" P05T 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / Q ++ 3. POURED CONCRETE SHALL BE KEPT M015T FOR A MIN. OF 14 DAYS. SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO 0 NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL MD­E4 (4) 2"x4" POST B4 (4) 2"xb" POST 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT TEMPERATURES WITHIN Io• F OF CONCRETE. T_ � WOOD FRAME (L.G. 5%. E POST FOR 4" WALLS 25 DAYS AND SHALL CONFORM TO THE CURRENT AGI 515 CODE. 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. c '0 WHEN APPLICABLE) (POIN.ST(2) Vxb" STRUCTURALFOR 6" WALLS)U.O.N. O �~ (5) 2"x4" POST B5 (5) 2"xb" POST S. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED REMOVE AS REQD. 4-1 � N }: NEW 2-HR FIRE RATED CARBON STEEL ASTMA615 GRADE 60. WWM FOR 5LA55 DO NOT L NEED TO BE EPDXY COATED. b. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE O In Z '� WOOD FRAME (L.G. STL. PERMITTED WHEN NECESSARY. C 3-1/2" O.D. BCH 40 5-1/2" O.D. 50H 40 a 4 WHEN APPLICABLE) STL. COL. (A5TM 5TL. COL (ASTM b. U.O.N., REBAR LAPS SHALL BE A MIN. OF 4D DIAMETERS. ALL LAPS �N G D 'i. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33• F OR HIGHER >1 � X U AI23) BY SIMS A123) BY RIMS SHALL BE STAGGERED. AND SHALL BE WITHIN 10• F OF CONCRETE TEMPERATURE. O STEEL (OR EQ.) STEEL (OR EQJ 7. PROVIDE MECHANICAL DEVICES TO HOLD STEEL $ HARDWARE IN 0 Q m -W (- FOUNDATION PLAN NOTES WPLACE AT TIME OF POURING b MAINTAIN REQUIRED CLEARANCES, 8. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. •- GOVERA6E5, AND PLUMBNE55. � N � � SINGLE SPAN STRUCTURAL MEMBR?: ENLARGED CONTINUOUS FOOTING q. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE O O STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS I"i SOIL SEARING CAPACITY NOTE: PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 506 c) 0 I. ENLARGE CONTINUOUS FOOTING TO 30 WIDE x 12 STRUCTURAL DESIGN OF FOOTINC75 ASSUMES A 501L BEARING 8• CEMENT SHALL CONFORM TO ASTM 0-53 FOR STANDARD WEIGHT r M O ACRO55 MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY DEEP,CENTERED DIRECTLY BENEATH BEARING POINT CONCRETE. (A5TM G4g4/G4g4M, TYPES G AND E). /w\ ABOVE INDICATED POSTS. CAPACITY OF I.O TOWS.F. OF COL. ABOVE 4 EXTENDING PERPENDICULARLY FOR O STACKED POST/COLUMN: 30 ON BOTH SIDES IN DIRECTION OF CONTINUOUS 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT CROSS SECTIONAL �� THIS 501E BEARING CAPACITY SHALL BE ACHIEVED BY 2 AREAS EXCEED ONE SQUARE INCH. LOCATE INDICATED POST OR COLUMN ABOVE/BENEATH FOOTING (60" TOTAL LENGTH). EXCAVATING THE EXISTING BROWN SILT LAYER UNTIL BROWN P05T OR COLUMN ON FLOOR BELOW/ABOVE. 2. ENLARGED PORTIONS SHALL BE POURED SILTY SAND STRATA ('SM' SOIL TYPE) ENCOUNTERED,AND THEN 11. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED MONOLITHICALLY w/ SURROUNDING CONT. FTC. $ WALL. BAGKFILLIN6 USING GLEAN ENGINEERED FILL, COMPACTED IN 6" TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS ® STACKED COLUMN NOTE: 3. TOP OF FOOTIN05 SHALL BE FLUSH LIFTS, UNTIL THE DENOTED FOOTING SEARING DEPTH 15 REACHED A COMPRESSIVE STRENGTH OF 500 PSI. IN SITUATIONS WHERE EXIST. FRAMING MEMBERS PREVENT 4. INCREASE HORIZONTAL REINFORCEMENT AT ENLARGED FOUND. LEVEL COLUMN FROM BEING CONTINUOUS TO THE FOOTING TO INCLUDE: REACHED. SHOULD 5M' SOIL TYPE ENCOUNTERED BEFORE THE STACKED POST/COLUMN DIRECTLY ABOVE, PROVIDE SOLID (5) #5 RE15AR ORIENTED IN DIRECTION OF CONT. DENOTED FOOTING DEPTH 15 REACHED, EXCAVATION SHALL 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 306. • - BLOGKIN6 AS REO.'D TO ENSURE FULL BEARING BETWEEN FT6;THI5 AMOUNTS TO AN ADDITIONAL (2) #5 CONTINUE UNTIL THIS DEPTH. / ` THE GAP PLATE d INDICATED POST/COLUMN ABOVE. REBAR FROM THOSE ALREADY PRESENT IN I6"x5" v LOAD BEARING WALL (ABOVE): DEEP CONT. FT6. SEE ALSO TEST HOLE DATA ON PAGE G-DO1. 3 AS INDICATED BY DASHED OUTLINE. (6) #5 REBAR ORIENTED PERP. TO CONT. FTC,. M ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY 6. PROVIDE (2) #6 VERTICAL REBAR WITHIN P. GONG. UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. FOUND WALL ABOVE CENTER OF ENLARGED FT6. WALL: 7. SEE Also DETAIL Io/A-4o2. INTERIOR LOAD BEARING 3B AS INDICATED BY HATCHING. ALION STUD5 OF BEARING WALLS TO LAND DIRECTLY UPON BEAM POCKET (TYP.)IS F.J. OR BEAM (WHEN APPLICABLE) BELOW. EXTENDED FRAMING TO ROOF MEMBERS: TYPICAL LEDGER BOARD a DEPTH DECK: O O PROVIDE FRAMING EXTEND S 2 ECURED w/ING FROM HALL, BEAM,OR Iq I. 2"x P.T. TO MATCH DEPTH OF JOISTS r HEADER (BELOW) TO SUPPORT R.R OR 'RIDGE (ABOVE). • S ((2) 5/8 x 5 LONG H.D. GAL. LA6 BOLTS �/ ® 161, O.G. 5S HOLDOWN (FOUNDATION TO IST FLOOR): 3. INSTALL H.D. 6ALV. JOIST HANGERS BY 'SIMPSON' (OR t HOEDOWN 'B' AS PER PAGE 6-003 EQUAL) �J , HOEDOWN (FOUNDATION TO 1ST FL00R): 4. PROVIDE FLASHING TUCKED UNDERNEATH SIDING 4 5G BENT OVER TOP EDGE OF LEDGER BD. HOLDOWN 'C' AS PER PAGE 6-005 5. SEE DETAIL 14/A-402. EXIST. CONTINUOUS FOOTING n 1 I. V.I.F. EXIST I6"xW DEEP P. GONG. CONTINUOUS TYPICAL CLOSED FOUNDATION VJ FOOTING (MIN. SIZE) IN 600D CONDITION. CONTACT a PORCHES / PATIOS: ARCHITECT IF FOUND OTHERWISE. 1. SEE NOTED DETAILS 2. ATTACH BASE PLATES OF NEW COLUMNS TO EXIST. 2. ALL HORZ. SURFACES SHALL BE PITCHED a 1s45 AWAY FT6. W/ (4) �"cP 6ALV. THREADED RODS,DRILLED 3 FROM BUILDING EPDXY PINNED INTO FT6. w/4" MIN. EMBEDMENT. 3. FOR 5LAB5 ABUTTING FRAMING, INSTALL COPPER NEW CONTINUOUS FOOTING FLASHING FROM 12" ABOVE AND ADJACENT TO SLAB, 6B NEW x8 DEEP P. GONG. CONTINUOUS FT6 BED ALL FLASHING IN ASPHALTIC MASTIC . AS PER 4 PORCH/PATIO WALLS OF SEPARATE POURS SHALL DETAILS AS PER DETAILS 4/A-401 (AT GARAGE),5/A-401(AT BE DOWELED W/#5 a 8" D.G. VERTICAL TD EA. OTHER GRAWLSPAGE), b b/A-401 (AT BASEMENT).DRILL b EPDXY PIN (4 EMBEDMENT) FT6. d FOUND. WALL $ TO MAIN FOUND. INTO ADJOINING FTC. $ FOUND. WALL OF BASEMENT. TOP OF FOUND. WALL MAY BE STEPPED DOWN AS EXIST. PAD FOOTING REO.'D TO ACCOMMODATE &ARA6E DOOR CLOSURES lA V.I.F. EXIST 24"x24"x12" DEEP P. GONG. PAD FOOTING 21 (VERIFY DIM. IN FIELD) (MIN. SIZE). CONTACT ARCHITECT IF FOUND OTHERWISE. UNDERPINNING NOTE: NEW PAD FOOTING 22 V.I.F. DEPTH OF EXIST. FOUND. WALL FT6, d UNDERPIN NEW IS"x18"xl2" DEEP P. GONG. PAD FOOTING AS PER P. GONG. FTC. BENEATH IF REQUIRED PER NEW GONG. DETAIL I-A/401. SLAB DEPTH a BASEMENT PER DETAIL g/A-402. CONTINUOUS FOOTING EXTENSION NEW PAD FOOTING 23 1. NEW 12" WIDE x 56" LONG x 5" DEEP P. GONG. CONTINUOUS �C 30"x30"xIW DEEP P. GONG. PAD FOOTING AS FOOTING EXTENSION, ENLAR61N6 EX1571Ne CONTINUOUS PER DETAIL 2-A/401. FOOTING AS SHOWN. 2.PROVIDE #5 HOR. REBAR a q" O.G., DRILLED d EPDXY ® NEW UN-REINFORCED P. GONG. 5LAB PINNED (4" EMBEDMENT) INTO EXIST FOOTING. I. NEW 4" THK. UN-REINFORCED P. GOING. SLAB UPON 2, b MIL POLY VAPOR BARRIER UPON. 3. 4" (MIN) GRAVEL BASE NEW REINFORCED P. GONG. SLAB SB I. NEW 4" THK. P. GONG. SLAB w/ 6"xE,"-10/I0 W.W.M. UPON 2. 6 MIL POLY VAPOR BARRIER UPON 3. 4" (MIN) GRAVEL BASE qA FOUND 8 POSTS FOR PC. DECK: 4"x4" IND. P.T. P05T UPON 5"(P P. GONG. PIER UPON 12"xl2"xb" DEEP FOOTING AS PER DETAIL IS/A-402 (TYP) ------- --- qB FOUND $ POSTS FOR WD. DECK: 4"x4" HD. P.T. POST UPON 12"xl2"xb" DEEP FOOTING As PER DETAIL Iq/A-402 (TYP) HN- z FOR WOOD STAIRS a GRADE: V.I.F.EXIST.2"xa" w qG 4" THK. P. GONG. PAD 5" WIDE x REO'D LENGTH UPON J.m 12"o . FASTEN TO FLU511 PROF. 6" &RAVEL UNDER 2"xl2" P.T. STAIR STRIN6ER5 a I BM.w/SIMPSON ROOF DECK 0 MAX. I6" O.G.,U.O.N. (MIN. 3 STRINOER5) LU526 HNC-R. NEW(2)2"W HEADERS w/ -- - - - -- TYPICAL P. GONG. FOOTING 4 WAL.L CONSTRUCTION: I NEW(2)2"xa"HDR NEw(2)VxV HDR- NEW(2)2"W HDR 5TA66ERED_HDR._HEI6HT5_.i_,�___ ? 10 • (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD b 7TIN s2^x6a• SILL SEAL LTUB• ANCHOR BOLTS AS PER PAGE 6-003 rr O• P. GONG. FOUND. WALL A5 PER DETAILS 4/A-401 (AT N p MODIFIEDGARAGE), 5/A-4o1 (AT CRAWLSPAGE), d 6/A-401 (AT V.I.F.EXIST.2"xa"G.J.• 12"00a - �n BEDROOM 3BASEMENT) UPON PROVIDE NEW 51MP50N LU526NEW(2)2`xa"HDRHAN&ER5•FLU5H BM. PROPOSED a ' I - - - /�• P. GONG. FOOTING A5 PER DETAILS (LISTED ABOVE) BATHROOM 3 8"• ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR 7� O PROP05=1I,is^x?25"T J.2.OE I,^ PROJECT" • LL� MICROLLAM F USH BM a END OF �� BATHROOM 4 BETWEEN WINDOWS B.O. FOOTING 3'-O" BELOW GRADE P�fiN. NEW C3) 1.'15°x'I.2s^T.J.2.OE O O ,,,/SIMPSON MIGROLLAM LVL FLUSH BM. n EX15T.G.J.c FA5TEN TO ADJOINING n • I/2 EXPANSION JOINT a PERIMETER OF SLAB (WHEN n airy HUC28-2 HAN&ER5 m END OF EXIST.G.J. _� � FLUSH BEAMS w/HU7 HAN6ER5 � APPLICABLE) - �0 3�e • SANTIS % V.I.F.EXIST.2"x8"G.J.• 2"O.G. • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS /STOOPS B2 -� I A2 NEW(2) NEW(2) PLQf WHEN APPLICABLE)E 2•xa - r .- - 2"x8, GUT M. SHOWN t FASTEN TO FLUSH 25W FAMILY ROOM • MASON OLACCHEI&HT OF OU APPLICABLE) FINISH STONE ON-T,IN SET FOR � � HpR BM.w/51MP5oN LU526 HN6R. V.I.F.EXIST.2•xa" O.C. D ITI O NEW 2 JOIST HANGERS (STEEL FLUSH BEAM)! 2 G.J.° Ib°o.c. 55 -41 14 n NEW ss6"cJ.° 16• ATTIC/ 6E II PROVIDE 51MP5ON 'BA' TOP FLANGE JOIST HANGER a EACH _ 2 „ N n 4 N I h 4 F.J. # 'HB' TOP FLANGE JOIST HANGER a EACH FLUSH BM. B2 PROP. n o'� PROP• _ _ - _ '' _ u I- PROPOSED (SELECT HANGER WIDTH PER STRUCTURAL MEMBER SIZE). WALK-IN B2lt HALLWAY WELD HANGERS TO STEEL BEAM PER MANUFACTURER �L. v - _ -� FLWU5F1 BM. " ATTIC 465 BURGUNDY COURT SPECIFICATIONS (SEE 2021 51MP50N STRONG-TIE WOOD W.F.Exlsr.2"xa" QR p ,. �. CONSTRUCTION CONNECTORS PAGES 164-165 d BULLETINIb' o.c. _ LNDY. > SOUTHOLD NY 11971 "T-C-WELDUPLFT22) . LATERAL SUPPORT OF FLITCH BEAM NEW(2)1.'15•xT2s"rJ. 13 c l2J W PROF, L sB MIGROLLAM LVL FLUSH BMA 12 PROVIDE BLOCKING TO FLITCH PLATE FLUSH BEAM FROM A2 _ NEw(272 . 4 DRAWING TITLE: PARALLEL F.J. TO ENSURE ADEQUATE LATERAL BRACING FLusH BM. OF STRUCTURAL MEMBER. B2 n W. 40 2 - �NEw(s)1.A^:rrss^rJ.2.0E n a0 4 x�o "�'(2) - PROPOSED STRUCTURAL PLAN ROOF ANGLE BRACKET (TYPJ: �` n n n � ^� n m y m O X T.G gB I I P 13 ANGLE BRACKET w/MIN. LOAD CAPACITY OF -150 LBS; QQ MODIFIED Le 2 e MODIFIED IL ATTACH TO MIN. (2) 2"xb" POST (UNLESS LARGER MEMBER BEDROOM 2 BEDROOM 4 u REQ'D PER MANU. SPEC.'S) _ - - - - - - -- -1 EK o,fly NEW ATTIC ACCESS - PULL DOWN STAIR: 'D rim 14 2 e ; PROPOSED � 1. MIN. 550 # CAPACITY �z cv 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30") ° �� e 3.1/2 HR FIRE RATED (REQ.'D FOR 6ARAOE STAIR ONLY) 4.DBE. FRAMING WHEN NEW OPENING 2 n 2 2 v NEw(2)2"xa"HEADERS W/ PAGE 5. WEATHERSTRIP AGGE55 OPENING d PROVIDE R-4q �r46FERED FfDR.HEIEHTS 0 0 INSULATION ABOVE w/WD. FR. (OR E0) BAFFLE OR B2 NEW(5)2"x12'UPSET BM.•EXIST.R.R. B2 NEW(5)2"xi2"V`5ET BM.°EXIST.R.R 52 RETAINER TO PREVENT INSULATION FROM ENTERING 0(SEE STRUCTURAL ROOF PLAN! SECTION) (SEE STRUCTURAL ROOF PLAN SECTION) DWELLING WHEN OPENED, AS PER NY5 EGG R402.2.4 (OMIT WHEN ATTIC AGGE55 DOES NOT PENETRATE °y ou -NEW 0)2'x8"HpR- ■ ry�O cv-to_ _ - cv-t0 iv-t0_ FASTEN HEADERS DIRECTLY THERMAL ENVELOPE OF BUILDING). v v _-___-- v v. NEWi2 2"xa�HDR NEWT 2'xa�HDR TO(2)2"x6"KING STUDS 6.INSTALL AS PER MANU. 5PEC.'5 m BETWEEN WINDOW5 w/ "I. CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. n I NEw 0)_2"xe"HD_R_ _N_Ew M)2"xa"HDR 91MP50N HUG2a-2 HANGERS STEPPED FOOTING DATE: 09/25/23 18 OF 20 IS - NEW FT6. TO STEP AS NEEDED To ALIGN WITH EXIST. FT6., AS PER DETAIL 8/A-401. V.I.F. EXIST. FT6. DEPTH. 16 PAD FOOTING EXTENSION I. NEW 24" WIDE x 12" DEEP P. GONG. FAD FOOTING EXTENSION CONNECTING EXISTING FOOTINGS AS SHOWN. E3 (V.I.F. FT6. EXTENSION 15 AT LEAST INDICATED LENGTH) <r� ,� • ..„,,� 2.PROVIDE (5) #5 HOR. REBAR RUNNING LENGTH-WISE IN ^._ a`:'. 1�'. „a• NEW FOOTING. DRILL d EPDXY PIN (4-" EMBEDMENT) REBAR INTO EXIST FOOTINGS. ; 3.PROVIDE #5 HOR. REBAR a q" O.G. 114 NEW FOOTING, ORIENTED PERP. TO LENGTH OF FT6. , JL - rP� 4.INSTALL NEW COLUMNS IN NEW FT6. WHERE INDICATED, w/BASE PLATES PER DETAIL 3/A-401. FROPO✓ 17) ✓EOO r�) FLOOR 5TRUGTU AL PLAN 50ALE: 3/I6" I'_0 _ ...: w° 0 - ��u� ; POST 4 COLUMN DEVONATION5: GONGETE - GOLD WEATHER POURING 4 CONCRETE MIXTURE I j�J I POSTS 4 COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED POURED CONCRETE AND STEEL REINFORCEMENT NOTES: Q AS FOLLOWS. NOTE THAT THESE DESIGNATION5 DO NOT IMPLY I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING Or- SUCH - MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE NEW PARTIAL HEIGHT BY OTHER CONSTRUCTION DOCUMENT NOTES 4 STANDARD HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. _ EXISTING TO BE DEMOLISHED FRAMING REOUIREMENT5. DOWNWARD FROM THE BOTTOM OF EXI5TIN6 ADJACENT FOOTINGS. Lli WOOD FRAME (L.G. STL. WHEN APPLICABLE) 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION 2• SPECIFICITY OF CONCRETE DEVON MIX SHALL BE BY OTHERS. wJ EXISTING TO REMAIN A2 (2) 2'1 POST B2 (2) 2"1 POST SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR 0 NEW FOUNDATION WALL ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER 3. ALL GOLD CONFORM TO AGI 306. WEATHER PREPARATIONS AND CONCRETE POURING SHALL N NEW WOOD FRAME (L.G• = S3 ENCOUNTERED. Q •- STL. WHEN APPLICABLE) A3 (3) 2"x4" POST ®-- ❑ (3) 2xb POST L0 3, POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN 6ROUND / C SURFACES. FROZEN &ROUND MAY BE REMOVED OR HEATED TO 0 NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL Mj- A4 (4) 2"x4" P05T B4 (4) 2"x6" POST 4. ALL FOUNDATION WORK SHALL BE 4,000 P51 POURED CONCRETE AT TEMPERATURES WITHIN 10° F OF CONCRETE. WOOD FRAME (L.G. 5T'L. POST FOR 4" WALLS 28 DAYS AND SHALL CONFORM TO THE CURRENT AGI 318 CODE. Q (- WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. - '0 . 0 P05T FOR 6" WALLS), U.O.N. MM---H (5) 2"x4" POST B5 REMOVE AS REOP. NEW 2-HR FIRE RATED (5) 2 xb" POST 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED � N CARBON STEEL A57MA615 GRADE 60. MM FOR SLABS DO NOT >` NEED TO BE EPDXY COATED. b. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE Q Ln Z '� WOOD FRAME (L.G. 5T' 3-I/2 O.D. 50H 40 5-I/2 O.D. SGH 40 L. PERMITTED WHEN NECESSARY. C T- T_ WHEN APPLICABLE) ��� STL. COL. (ASTM (�--�fl� 5TL. COL (ASTM 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS 0 Y N I-1 0� 9l-1 SHALL BE 5TA66ERED. -f. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33° F OR HIGHER x U I AI23) BY SIMS AI23) BY 51M5 AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. � � (0O STEEL (OR EO) STEEL (OR E0.) 1, PROVIDE MECHANICAL DEVICES TO HOLD STEEL 4 HARDWARE IN Q Q 0 -N (- FOUNDATION PLAN NOTES PLACE AT TIME OF POURING 4 MAINTAIN REQUIRED CLEARANCES, 6. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. •- I-Ei COVERAGES, AND PLUMBNESS. .� ' +�+ III SINGLE 5PAN STRUCTURAL MEMB ENLARGED CONTINUOUS FOOTING a. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE � N O 0 O STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS 17 SOIL BEARING CAPACITY NOTE: PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER ACI 306 I. ENLARGE CONTINUOUS FOOTING TO 30 WIDE x 12 STRUCTURAL DE51ON OF FOOTINGS ASSUMES A 501L BEARING 8• CEMENT SHALL CONFORM TO ASTM 0-55 FOR STANDARD WEIGHT Q :2 O ACROSS MULTIPLE SPANS. PROVIDE -SPLICES DIRECTLY DEEP, CENTERED DIRECTLY BENEATH BEARIN6 POINT CAPACITY OF IO TON/SF CONCRETE. (ASTM C4a4/C4a4M, TYPES G AND E). nw\ ABOVE INDICATED POSTS. OF COL. ABOVE 4 EXTENDING PERPENDICULARLY FOR . . . O2 STACKED POST/COLUMN: 50" ON BOTH SIDES IN DIRECTION OF CONTINUOUS 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT GRO55 SECTIONAL THIS SOIL BEARING CAPACITY SHALL BE ACHIEVED BY AREAS EXCEED ONE SQUARE INCH. LOCATE INDICATED POST OR COLUMN ABOVE/BENEATH FOOTING (60" TOTAL LENGTH). EXCAVATING THE EXISTING BROWN SILT LAYER UNTIL BROWN POST OR COLUMN ON FLOOR BELOW/ABOVE. 2. ENLARGED PORTIONS SHALL BE POURED SILTY SAND STRATA ('SM' SOIL TYPE) ENCOUNTERED, AND THEN 11. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED STACKED COLUMN NOTE: MONOLITHICALLY w/SURROUNDING CONT. FT6. 4 WALL. BACKFILLING U51N6 GLEAN ENGINEERED FILL,COMPACTED IN 6" TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS ® 3. TOP OF FOOTINGS SHALL BE FLUSH LIFTS, UNTIL THE DENOTED FOOTING BEARING DEPTH 15 REACHED A COMPRESSIVE 5TRENOTH OF 800 PSI. IN SITUATIONS WHERE EXIST. FRAMING MEMBERS PREVENT 4. INCREASE HORIZONTAL REINFORCEMENT AT ENLARGED REACHED. SHOULD 'SM' 501L TYPE BE ENCOUNTERED BEFORE THE FOUND. LEVEL COLUMN FROM BEING CONTINUOUS TO THE FOOTING TO INCLUDE: DENOTED FOOTING DEPTH 15 REACHED, EXCAVATION SHALL 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 506. o - STACKED POST/COLUMN DIRECTLY ABOVE, PROVIDE SOLID . (5) #5 REBAR ORIENTED IN DIRECTION OF CONT. BLOGKIN6 AS REO.'D TO ENSURE FULL. BEARIN6 BETWEEN FT6;TH15 AMOUNTS TO AN ADDITIONAL (2) #5 CONTINUE UNTIL THIS DEPTH. THE GAP PLATE 4 INDICATED P05T/COLUMN ABOVE. REBAR FROM TH05E ALREADY PRESENT IN 16"x8" v OLOAD BEARING WALL (ABOVE): DEEP CONT. FT6. SEE AL50 TEST HOLE DATA ON PAGE G-001. 3 A5 INDICATED BY DASHED OUTLINE. • (6) #5 REBAR ORIENTED PERP. TO CONT. FT6. ALIGN STUDS OF BEARING WALL5 TO LAND DIRECTLY 6. PROVIDE (2) #6 VERTICAL REBAR WITHIN P. GONG. UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. FOUND WALL ABOVE CENTER OF ENLARGED FTC. INTERIOR LOAD BEARING WALL: 7. SEE ALSO DETAIL IO/A-402. 3B AS INDICATED BY HATGHIN6. ALIGN STUDS OF 5EARIN6 WALLS TO LAND DIRECTLY UPON 18 BEAM POCKET (TYF.) F.J. OR BEAM (WHEN APPLICABLE) BF.-ON. TYPICAL LEDGER BOARD ® EXT.TH O DECK: EXTENDED FRAMING TO ROOF M14MBER5: O PROVIDE FRAMING EXTENDING FROM WALL, BEAM, OR Ia 1. 2"x P.T. BD. TO MATCH DEPTH OF J015T5 S r 1 HEADER (BELOW) TO SUPPORT R.R OR RIDGE (ABOVE). 2• SECURED w/(2) 5/8" x 5" LONG H.D. GAL. LA6 BOLTS �f ® 161, O.G. gg HOLDOWN (FOUNDATION TO I5T FLOOR): 5. INSTALL H.D. &ALV. JOIST HANGERS BY 'SIMPSON' (OR HOLDOWN 'B' AS PER PAGE 6-003 EQUAL) J HOLDOWN (FOUNDATION TO 1ST FLOOR): 4. PROVIDE FLASHING TUCKED UNDERNEATH SIDING 4 o - 5G HOEDOWN 'G' AS PER PAGE 6-003 BENT OVER TOP EDGE OF LEDGER BD. 5. SEE DETAIL 14/A-402. v J EXIST. CONTINUOUS FOOTING n 1 6O I. V.I.F. EXIST 16"x5" DEEP P. GONG. CONTINUOUS TYPICAL OL05ED FOUNDATION VJ FOOTING (MIN. SIZE) IN 600P CONDITION. CONTACT �O s_PORCHES / PATIOS: ARCHITECT IF FOUND OTHERWISE. I. SEE NOTED DETAILS 2. ATTACH BASE PLATES OF NEW COLUMNS TO EXIST. 2. ALL Holi SURFACES SHALL BE PITCHED ® 1:45 AWAY FT6. w/(4) "4' 6ALV. THREADED RODS,DRILLED 4 FROM BUILDING EPDXY PINNED INTO FT6. w/ 4" MIN, EMBEDMENT. 3. FOR SLAB5 ABUTTING FRAMING, INSTALL COPPER NEW CONTINUOUS FOOTING FLASHING FROM 12" ABOVE AND ADJACENT TO SLAB, 6B NEW 16"x8" DEEP P. GONG. CONTINUOUS FT6. AS PER BED ALL FLA5HIN6 IN ASPHALTIC MASTIC DETAILS AS PER DETAILS 4/A-401 (AT 6ARA6E), 5/A-401 4. PORCH /PATIO WALLS OF SEPARATE POURS SHALL (AT CRAWL51FAGE), 4 6/A-401 (AT BASEMENT). BE DOWELED w/#5 ® 8" O.G. VERTICAL TO EA. OTHER DRILL 4 EPDXY PIN (4" EMBEDMENT) I=TG. 4 FOUND. WALL 4 TO MAIN FOUND. INTO ADJOINING 111111 4 FOUND. WALL OF BASEMENT. TOP OF FOUND. WALL MAY BE STEPPED DOWN AS EXIST. PAD FOOTING REQ.'D TO ACCOMMODATE GARAGE DOOR CLOSURES -1A V.I.F. EXI5T 24"x24"x12" DEEP P. GONG. PAD FOOTING 21 (VERIFY DIM. IN FIELD) (MIN. SIZE). CONTACT ARCHITECT IF FOUND OTHERWISE. UNDERPINNING NOTE: NEW PAD FOOTING 22 V.I.P. DEPTH OF EXIST. FOUND. WALL FTC. 4 UNDERPIN NEW 7B IS"xl8"xl2" DEEP P. GONG. PAD FOOTING A5 PER P. GONG. FTC. BENEATH IF REQUIRED PER NEW GONG. DETAIL I-A/401. SLAB DEPTH ® BASEMENT PER DETAIL a/A-402. CONTINUOUS FOOTING EXTENSION NEW PAD FOOTING 23 I. NEW 12" WIDE x 56" LONG x 5" DEEP P. GONG. CONTINUOUS 7C 30"x30"xl8" DEEP P. GONG. PAD FOOTING AS FOOTING EXTENSION, ENLARGING EXI5TIN6 CONTINUOUS PER DETAIL 2-A/401. FOOTING AS SHOWN. 2.PROVIDE #5 HOR. REBAR a V O.G., DRILLED 4 EPDXY ® NEW UN-REINFORCED P. GONG. SLAB PINNED (4" EMBEDMENT) INTO EXIST FOOTING. 1. NEW 4" THK. UN-REINFORCED P. GONG. SLAB UPON 2. 6 MIL POLY VAPOR BARRIER UPON 5. 4" (MIN) &RAVEL BASE NEW REINFORCED P. GONG. SLAE' 8B I. NEW 4" THK. P. GONG. SLAB w/b"xb"-10/10 W.W.M. UPON 2. 6 MIL POLY VAPOR BARRIER UPON 3. 4" (MIN.) GRAVEL BASE aA FOUND 4 POSTS FOR WD. DECK: 4'1 11 P.T. P05T UPON 8"(P P. GONG. PIER UPON 2Np FLOOR H6T.WINDOWS(BELOW RIDGE POST) 12 xl2"x8 DEEP FOOTING AS PER DETAIL lb/A-402 (TYP) NEW(2)2"xb'HEADERS w/5TA66ERED HOR.HEIGHTS. _ _ _ _ _ _ TEN HEADERS aB FOUND WD FO P05T OR 1^0,xIC>ECK DEEP FOOTING AS - - - - BASErwEEN Wl oWsvw/�SGIM soN ri c2ax2 HKaIN6ESRs� - - - - - - - - - - - - - - - - - - - - - - - - - UPON PER DETAIL III/A-402 (TYP) - - - - - - - - - - - - - - - - - - - - I � d FL z FOR WOOD STAIRS 0 GRADE: S2 n I', w aG 411 THK. P. GONG. PAD 8 WIDE x REG2'D LENGTH UPON - - --- --- --- -- __ r"Il � 6" GRAVEL UNDER 2"xl2" P.T. STAIR 5TRINOER5 ® t o o • o o 0 MAX. 16" O.C.,U.O.N. (MIN. 5eTRINOER5) m - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I - - - - - nfl CLLOOFDEGK ry� U - - -- 12.12 PITCH 12,12 PITCH - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - El TYPICAL P. GONG. FOOTING 4 H %LL CONSTRUCTION: �----__, �----_� ° NEw(2)2"xa" e I 10 (2) 2"x6" P.T. SILL SILL SEAL PLATES w SUPPORTING R.R. r /COPPER TERMITE SHIELD 4 ( - - - - - - - - - - - - - - - O z • ANCHOR BOLTS AS PER PACE 6-003 • P. GONG. FOUND. WALL AS PER DETAILS 4/A-401 (AT - - - - - - - Lu GARAGE), 5/A-401 (AT CRAWL51iiiiACE), 4 6/A-401 (AT 12,12 PITCH a BASEMENT) UPON a d NEW 2"m 16"O.C. R.R. J 0 • P. GONG. FOOTING AS PER DETAILS (LISTED ABOVE) 9 r n V r n V cl • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR w 2"1 R.R.0 I6" R.R.O.C. NEW 2"xlO" • 16"O.G. _ _ _ _ PROJECT: NE no 0 o II • B.O. FOOTING 3'-0" BELOW GRADE MIN. w/EVERY OTHER R.R.DOUBLED w/EVERY OTHER R.R.DOUBLED I/2" EXPANSION JOINT ® PERIMETEfZ OF SLAB (WHEN N_M N N N (MATCHING RAFTER TIE SPACING) (MATCHING RAFTER TIE SPAGIN6) - • a' a APPLICABLE) n p p O O a O O 12.12 PITCH • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS /STOOPS > r J > > I n a u -__ NEW 2'x1O•R.R. CANT'c A2 2 tr- �- I; - O O • Ib"O.G. v v (WHEN APPLICABLE) ❑�� L - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J I _ ( e e F� o r - • MASON TO ACCOUNT FOR FIN15H STONE ON THIN SET FOR _ WV FLUSH 4(2)2•xAS R. - - - - - - S - s - - - - - - - Z - - - - - - - - -_ - - - - - - y - S - - - h I� o ADDITION HEIGHT OF WALL 4 SLAB (WHEN APPLICABLE) I suRRuNDIN6 a �, JOIST HANGERS (STEEL FLUSH BEAM): sKYL16Hrs(rYPJ B2 OII PROVIDE SIMP50N 'BA' TOP FLANGE J015T HANGER ® EACH � a o F.J. 4 'HB' TOP FLANGE JOIST HANGEiZ ® EACH FLUSH BM. 12,12 PITCH a 12.12 PITCH _ B2 NEW(2)2"xl2"BM.INSTALLED DIRECTLY B2 NEW(2)2"xl2'BM.INSTALLED DIREGTLYrj NEW(2)2"xl2"BM.INSTALLED DIRECTLY B2 Li O - > - - - - - - - - BENEATH EXIST.2"xl2"RIDGE BD. BENEATH EXIST.2"xl2"RIDGE BD. BENEATH EXIST.2"AV RIDGE BD. NEW(2)2"xl2"RIDGE BD. (SELECT HANGER WIDTH PER STRUCTURAL MEMBER SIZE). - - - - - - _ - - -- - - - - -- _ - -- - -- - - -- - - _ iv� 12,12 PITCH WELD HANCER5 TO STEEL BEAM PER MANUFACTURER a r - - - - - - - -- - - - -- - - - - - -' NEw(2)2"xl2"RIDGE BD, DBE.R.R.I- B2 �W 465 BURGUNDY COURT SPECIFICATIONS (SEE 2021 51MPSON STRONG-TIE WOOD '�ao " RIDGE BM CONSTRUCTION CONNECTORS PAGES 164-165 4 BULLETIN `� ❑ �n 4 p �n SOUTHOLD, NY 11971 "T-G-WELDUPLFT22)". A n e a I 1 1 I L - e - I - - - e 4 p F RIDGE BM. 0o a I 1 N UA LATERAL BRACING NEe Ibxl o"O. R.R. NEm2"to"G.R. 63 O --- - - _ - - - - - - - - - �- _ - - - ry t✓ O O 12 TCH BEAM PAORALLEL F JGLATERAL OE SURE ADRT OF IEQ PLATE FLUSH BEAM FRO 16, n _ -__-_-- ❑ - - - - ( iv p - - - - - - a o NEW 2•xlO"R.R. I �_� N r e 12 12 PITCH DRAWING TITLE: - - - - I . 43I l=J LJ 2 82 F ° - - - - - __ - Z - - � - i - - - - - - - - - � �� tv- ---- ----- ----- OF STRUCTURAL MEMBER. ! � � _ _ _ � r J F I3 ROOF ANGLE BRACKET (TYP.): ` �,; r rF rF ; I 1 � o PROPOSED STRUCTURAL PLAN ANGLE BRACKET w/MIN. LOAD CAPACITY OF 950 LES; o ATTACH TO MIN. (2) 2"x6" POST (UNLESS LARGER MEMBER o I I 1 1 I I a) a I� REQ'D PER MANU. SPEC.'S) r - -- - - -- _-- - -J NEw 2°xto•R.R. O � � NEW(s)2"xl0"DROPPED BM. AZ I NEW ATTIC ACCESS - PULL DOWN STAIR: f SUPPORTING R.R. $ o o 14 I. MIN. 550 # CAPACITY i_v ---� iv 0-, a iv �e m �e o o p 12 12 PITCH 1212PITCH 1c 1212PITCH L - - t_7� - - - - - - - - - O O 2.SIZE TO PIT MECH. EQUIP. THRU OPE:NIN6 (MIN. 22 x30) - - - - - - - - _ - - - - - - e v n..., 'cxv cli , 3.1/2 HR FIRE RATED (REQ.D FOR 6ARAGE STAIR ONLY) - v o ° PAGE: 4.DBL. FRAMING WHEN NEW OPENING --- --- ------- ------ -- 5. WEATHERSTRIP AGGE55 OPENING 4 PROVIDE R-4a NEw 2 I.-M"Al.s5"T.J.20E � �� ' � - - - - - MIGROLLAM LVL RIDGE BM. _ 82 B- C d - - - - - - - - - INSULATION ABOVE w/HP. FR. (OR EC) BAFFLE OR S2 B2 - - - - - - - - - - - - - - - - - - - NEW 2"x10"R.R.R a 16"O.G. NEW 2'xl0"R.R.a I6"O.G. .,. � � � rye I � 11x - - � �- - p _ n_ Nti RETAINER TO PREVENT INSULATION FROM ENTERING w/EVERY OTHER R.R.DOUBLED w/EVERY OTHER R.R.DOUBLED 1 NEW 3 2"xl2..UPSET BM.•EXIST.R.R. NEW 2 12"UPSET BM. EXIST.R.R. -4 oh"moo DWELLING WHEN OPENED,AS PER NYS EGG R402.2.4 (MATGHIN6 RAFTER TIE SPAGIN6) (HATGHIN6 RAFTER TIE SPACING) (SEE STRGTURAL FLOOR PLAN 4 SECTION) (SEE STRUCTURAL FLOOR PLAN 4 SECTIOW O a (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE B2 - - - - - - - - - - - �o -- - - - - - - - - - - - -- - � THERMAL ENVELOPE OF BUILDING). � - - - - -- - - - ) - - - - - - - - - -- - - n_ - -- - - -- - - - - - NEw 2"eR R.R.O Ib'O.C. NE( 2"CR R.R.m ib" T 6.INSTALL AS PER MANU. SPEG.'s L - - - - - - - - - - -- - -- - - - - - - - WER oVERHaN6 LOWER OVERHANG 'i. CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. 2ND FLOOR Han HINDiOeLOWRID6EPOST) L -- -- --- -- - - - - - - - J � - - - - - - - - - -- - � - -- - --- - -- - NEW(2)2"x6"HEADERS w/STAGGERED HDR.HEIGHTS. ` - - - - - -- - - - -- -- - - DATE: 09/25/23 19 OF 20q 15 STEPPED FOOTING FASTEN HEADERS DIRECTLY TO(2)2"xb"KING STUDS !0 Eli NEW FT6. TO STEP AS NEEDED TO ALIGN WITH EXIST. FT6., BETIM WINDOWS w/SIMPSON HU026-2 HANGERS NEW(2)2"x6' i r 0. AS PER DETAIL S/A-401. V.LF. EXIST. FT6. DEPTH. - - - - - - - - - - - - - - - - - - - -- � DROPPED BM. I- - - - - - - - - - - - - - - - - - - - - - SUPPORTING R.R. PAD FOOTING EXTEN51ON - - - - -- --- ----- 1---- - ------ --- - -- I6 1. NEW 24" WIDE x 12" DEEP P. GONG. PAD FOOTING EXTENSION GONNEGTINC EXISTING FOOTINC5 AS SHOWN. �Pl DA)y (V.I.F. FT6. EXTENSION IS AT LEAST INDICATED LENGTH) 2.PROVIDE (5) #5 HOR. REBAR RUNNING LENGTH-WISE IN NEW FOOTING. DRILL 4 EPDXY PIN (4" EMBEDMENT) REBAR INTO EXIST FOOTINGS. t- 3.PROVIDE #5 HOR. REBAR® a" O.G. IN NEW FOOTING,ORIENTED PERP. TO LENGTH OF FTC. 4.INSTALL NEW COLUMNS IN NEW FT6. WHERE INDICATED, E7) ROOF FRAM I Ij O PLAN w FROFOS /BASE PLATES PER DETAIL 3/A-401, I f • fig p lit i. „I ' 50ALE: 5116" = I'-O" t OF � �. . Q W lit _I p NQ +J L`J L ' O 0 IL p c Lo Z d- O O v 4" FRESH AIR VENT x U N `THROUGH ROOF _v 5/4" HW C O o (o Q I k (CLOSED LOOP SYSTEM O 0 m -w 3"1 Q TO AIR HANDLERS) -c 0 • ++ Lo 1 -------------------- _ .+� N 0 +► Q Q m 0 I I mil/n l BATH 3 LAUNDRY FULL BATHA FULL BATH 5 I 1 -- BATH 3 LAUNDRY r FULL BATH 4 FULL BATH 5 __r- ---�-------�-- -- I � ------ - I 1 p ----r-r---;---i--- 1 I I 1 I I 1 I 2"�--- 2 I- 2:1 i / 1 1 21 2"1 2"1 211i I a I • — Q I I I I I I I I I I I PROVIDE "A15E5G0 FF200 FR X 11 1 1 211 1:211 1 12 I I I EXPANDING FOAM (OR EQUAL) L I 1 1 1 I I I I I AT ALL PENETRATIONS IN FIRE W w 1 I I RATED WALLS AND 0 I I I I I Q4 Q4 Q j I I 44 3 I I Q4 I I U I I v I U I o W•�• I FLOORS/CEILINGS. PRODUCT v I I pQ I Q4 1 '1 ; I p� ; I p� N TE: I 1411I411 I 2" 1 I- I 1 I- " I 1 CONFORMS TO ASTM E 514, N I W.G. *I V I U 1 I =1 :1 I IU' W.G. ( V =1 I� W.G. =I v =1 I ALL PLUMBIN6 WORK 1 1 TUB SHOWER 15HOWER (SHOWER I I I v v I v VSHALL WASHER 1 I ASTM E 84, AND UL 14'Iq t� (V I ��_ cV I �� ivl N ivl N (41 ICI N I N N I N SHOWER LOCAL P�UMB NG CODE • G.O. 2 2 3: 1 -I I ry -I I ry �\ SHOWER WASHER - m I I ry SH® I j�- �N ---- --- ................. . 7 GREAT BUTLER I - - - - - ---- - EGEND BATH I (MASTER) ROOM AP NTRY KITCHEN LAUNDRY I FULL BATH 2 NOTE: I GREAT U ` NET BAR ___ :-1----------- --T------_ ALL PLUMBIN6 WORK 1 BATH I (MASTER) ROOM BUTLER KITCHEN LAUNDRY FULL BATH 2 I I ----- -T--- --T--- _2" i-------i- 1 1 ,--- SHALL I PANTRY 1 I f------� SUPPLY _- r------7 I I I LOCAL PHOT KATER LUMB NG CODE 1 WET BAR � �--- �-- -r- I I I I I I I a 1 I I 0 2„1 2"1 2"1 1 1 12" 12" 12" / 12" 12" I 2"I 1 I \/ � I 2" .._.._..� GOLD WATER � , — I 1 I I CLEAN REO DOUT I 1 SUPPLY ' ^ 1 1 1 12" 12" 112 Q°� Q°�° Q°� 1 i v, EXIST. F.A.I. TO 14 I 4 I I I 0 I 1 1 PROVIDE "ABE500 FF200 FR (� L 1 1 I REMAIN i I I I I Q4 44 I I I I I j5 I � S I I Q I I 44 1 EXPANDING FOAM" (OR EQUAL) fit/ I U I I I I _ _ : = - 'x I p� I AT ALL PENETRATIONS IN FIRE - 14: 2I_ II W.G. I .0 I .0 1 !x IC I �U 1 �v i Iv =1 Iv 1 v �I IU' W.G. KI 3 Ix I RATED WALL5 AND 1I I I xz 3 $15HOWER i- 1- 1- 1- I- I 1 - z z V sl I- - DW DW WASHER I c�v I N I n ;+ �c�v TUB !ry n I _� N I �_ NI NI � I CONFORMS TO ASTM E 514, I I i- _ I j• v v SHOWER 1 i 1 �� I tV 1 (V cV cV m= 1 I' I V I FLOORS/GEILIN65. PRODUCT 22 I =I I -1 � p� p� cv I cv cv I cv3 - JJill .-�_.I-_® -I I _- -I_I_ I DW �l I DW -I -I I - -I-j- G.O. �= - - ' - - 1 ` - L ` --- L- ---L--- -----1 ` - 1� L' -L -----� I ASTM E 84, AND UL 14Tq — G.O. 1 4" � CONNECT TO I 4" HOUSE L--_-_- EXIST. WATER I I MAIN DRAIN G.O. --------------------------r------------------------7----- SUPPLY SYSTEM I I I I I TO PRIVATE WELL z 4" 1 1 I RADIANT FLOOR HEATING * I w TO SYSTEM SEPTIC G I I 1 CONNECTIONS NOT SHOWN _____-- ••-••-• 3 I 1 5/4" HW - I (01-05ED LOOP SYSTEM 1 I .Q Q 1 TO AIR HANDLERS)s j ILs �------------------- --- - EXIST. -.. - --- - ---- Q BOILER 4 FLUMB I NC RISER - 17RA I N / NASTE / TNT FLUM51 NC R 15F-R - SUFFLY SCALE: NTS SCALE: NT5 rn F- z w IL O cr 4 Q 0 PROJECT: 0 SANTIS LAUNDRY ADDITION CLOSET NOTE: ALL PLUMBING d Q FUEL OAS WORK w SHALL CONFORM N TO LOCAL iv FUEL 6A5 PLUMBING GORE a DRYER � 465 BURGUNDY COURT --- - SOUTHOLD, NY 11971 PIPIN5 PENETRATIONS: I. PROVIDE "ABESGO FF200 FR EXPANDING FOAM" (OR EQUAL) DRAWING TITLE: AT ALL PENETRATIONS AT WALLS --AND FLOORS/GEILING5. LAUNDRY KITCHEN GREAT ROOM 2.PRODUCT CONFORMS TO ASTM E PLUMBING RISER DIAGRAMS ROOM 514, ASTM E 54, AND UL 14-Iq 00 (SAS FIREPLACE GAS RISER DIAGRAM J tL H tL RANGE VERIFY 51ZE VENT w/MANU. PAGE: DRYER m m REGULATOR o 6A5 SUPPLY-/ p-10 .01 0 0 0 EXIST. FREE STANDING OIL TANKA L===> TO 5A5 MAIN DATE: 09/25/23 20 OF 20 N Q as :EE3xo:lILER 374 5GALE: NT5 ��tc 0�""`�"''