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HomeMy WebLinkAbout46570-Z t ~ TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46570 Date: 7/16/2021 Permission is hereby granted to: ey _Kath lee n..................._ 21 Riverview Dr Newbury.-MA_..01951__. __a ...._._._ _ ..... _........ ........ ...... ... _... _. .. ..........._w 1808 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 400 Pleasant PI., Southold SCTM # 473889 Sec/Block/Lot# 88.-5-46 Pursuant to application dated 6/10/2021 and approved by the Building Inspector, o exire on p' 1/15/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,942.00 CO-NEW DWELLING $50.00 Total: $2,992.00 �w._ ..... ._........ ...... .. ............ Build " in �.11�ses. or TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 1 l 971 0959 Telephone (631) 765-1802 Fax(631) 765-9502i Il� 6 Date Received PilIl]CATION R BUEIIIDIII PE11MIT for 0 ice Use Only PERMIT NO. Building Inspector._ Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:6/8/21 OWNER(S)OF PROPERTY: Name: Kathleen May SCTM#1000-88-5-46 Project Address:400 Pleasant Place Southold NY 11971 Phone#:617-697-9365 Email: Mailing Address:kathymay@massed.net CONTACT PERSON: Name:AMP Architecture Mailing Address: 1075 Franklinville Rd Laurel NY 11948 Phone#:516-214-0160 Email:jmagee@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:AMP Architecture, Anthony Portillo Mailing Address: 1075 Franklinville Rd Laurel NY 11948 Phone#:516-214-0160 Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION @New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other Will the lot be re-graded? Yes El No Will excess fill be removed from premises? @Yes ❑No 1 w._w_w.w .............. . PROPERTY INFORMATION Existing use ofproperty:� Vacant Lot lntended use of property: Single Family Residence Zone or use district in which premises is situated° Are there any covenants and restrictions with respect to R-40 NC this property? Dyes ERNo IF YES, PROVIDE A COPY. [El Check BOX After Reading: The owner/contractor/design professional is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law, Application Submitted By(print i arne): � w,o'cco MCC, V'� authorized Agent ®owner Signature of Applicant: ry"°" Date: U STATE OF NEW YORK) SS: COUNTY OF. _w �.._......�.) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above harnod, (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 p erformed in the manner set forth in the application file Cher With. Sworn before me this ARBARA H. TAN Y Notary Public, State Of New York o. OITAeC)86001 day of 20 6>4 Qualified in SuffolkCount PROPERTY OWNER A L ����I��.1����i R Illy I�II . . ..., ..t. ... .. �� _,.o..._.... �.......... .....o. .............o.. . (Wheree.a........ scant is not t... pp he owner) . f do hereby authorize i "i � l� to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Sigl 'ture Date mell Print Oa nel! Name 2 Town Hall Annex �y� � " 1� �, Telephone(631)765-1802 54375 Main Road / Fax(631)765-9502 P.O. Box 1179 � J Southold, NY 11971-0959 NJ BUILDING DEPARTMENT NOTICE OF UTILIZATIONF TRUSS TYPE CONSTRUCTION CTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: June 8,2021 Owner: Kathy May Location of Property: p .. 400 Pleasant Place Southold NY.11971. ..... . ..... .. .. ........ Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) V Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: ............. .. ......... _--- --- Name (person submitting this form): ,. AMP Arc. .itecture,Jess Magee .......... Capacity ........ ....... Capacity(check applicable line): Owner _Ve Owner representative TnissReg15.docx Effective 1/1/2015 Cieneratect by RIESche ebare Compliance Certificate Project May Residence Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,887 ft2 Glazing Area 20% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 400 Pleasant Place Anthony Portillo Anthony Portillb Southold, NY 11971 AMP Architecture AMP Architecture 1075 Franklinville Road 1075 Franklinville Road Laurel, NY 11948 Laurel, NY 11948 (516) 214-0160 (516) 214-0160 aportillo@amparchitect.com aportillo@amparchitect.com � m Compliance: 29.8%Better Than Code Maximum UA: 565 Your UA: 453 Maximum SHGC: 0.40 Your SHGC: 0.40 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Ceiling: Flat Ceiling or Scissor Truss 1,402 0.0 49.0 0.020 28 NORTH Wall:Wood Frame, 16" o.c. 972 13.0 14.0 0.037 23 Door: Solid Door(under 50%glazing) 128 0.300 38 Door 1: Glass Door(over 50%glazing) 47 0.300 14 SHGC: 0.40 Window:Vinyl Frame 174 0.300 52 SHGC: 0.40 EAST Wall: Wood Frame, 16" o.c. 733 13.0 14.0 0.037 17 Window 1:Vinyl Frame 287 0.300 86 SHGC: 0.40 WEST Wall:Wood Frame, 16" D.C. 612 13.0 14.0 0.037 20 Door 2: Solid Door(under 50%glazing) 23 0.300 7 Window 2:Vinyl Frame 50 0.300 15 SHGC: 0.40 SOUTH Wall: Wood Frame, 16" o.c. 1,406 13.0 14.0 0.037 45 Door 3: Glass Door(over 50%glazing) 96 0.300 29 SHGC: 0.40 Window 3:Vinyl Frame 99 0.300 30 SHGC: 0.40 .. _ _................... _w_... _ w__............ Project Title: May Residence Report date: 06/04/21 Data filename: Page 1 of 2 Floor: All-Wood Joist/Truss 1,485 30.0 0.0 0.033 49 calculations submittedStatement: : h the posed building design e rib ere is c h "queen designed the building plans, specifications,and other Complianceproposed 9 9 , p pp proposed esigned to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory r uiMTrents,►isted in the REScheck Inspection Checklist, ),.,W, _w �. . Name- Title Signature late a , u n , .w.w.__.... ... .M_ ___. ................... _ ..................................... m__m_m__ ... Project Title: May Residence Report date: 06/04/21 Data filename: Page 2 of 2 arui 018 C E tiergy pi�umum �o� �o �wmuwuu a mmi w � i,. �r����i��, �� jjl�� umWiub�� �u �I mud°' Above-Grade Wall 27.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): u ITV I I I Window 0.30 0.40 Door 0.30 0.40 Heating System: Cooling System: Water Heater: Name: Date: Comments rq � / d'm>96/✓ i;�,� Fr�t�l r u O �r m 1 v ' d P kq� P i Iry ll i dd�j� ��,r lak j�nl Ad,$ 41 r f ri �if 6 $uw ry r ; Mfr e� R r i � ✓ l i 1"r� arvw ROM rd r d �q w N6 a u k N Na 4 r paYa 3 S: tdka � a L r rz rwr,.>n ra G°y e � I„ art �w �Ie ........... ?i Ro y ffi r� r 1 6 W n n JX 21 "--- —sn� r 6 kx ' Al g� ,�� T � gg y wi r.wnrr+ � rhil d "' xd ;xr i n r ��kr"nW a, " Hr f" Ru G" il ry - — Tu r rim o.e M _.. g m � s �� s z uo 5- SITE PLAN HATCH KEY: CL _i PROPOSED RESIDENCE PROPOSED GREENHOUSE Y 3``4R y t' W N PROPOSED DECK/PORCH " 516},'. r r. w >- Q� cc - :>� R µ- �Y.•'9 'l-t Y 3�' °.fJ d, a. ILo /i�dq� Z E�'03 EL=5.8' �i EL=6.Oq' EL="1.5' O ' - - - - - - - 116.68 - - 0 N66°22'10"W Z cr FADE KEG : Q W -- O-OO I ,OO ! PROJECT LOCATION & SCOPE z a) co FFOFOSED 2 STOR`I' ER�4ME HOUSE i$ OARAOE. ATTACHED SITE PLAN & ZONING DATA OFEENHOUSE. COVERED PORCH AND DECKS. z � '�' QZ � GENERAL NOTES ENERGY TABLE r Lo I O STRUCTURAL DESIGN CHARTS 4 PROTECT / ZONING DATA TBAv PRINCIPAL BDUILD G GK I l000-88-5-46 OOP .00 HOLDOWN, ANCHOR BOLT, m< ENVELOPE � TAX MAP # ; STRAPPING, & NAILING DETAILS W O m o zoNlNc DISTRICT - R-40 NC, FASTENING SCHEDULE � LOT AREA 0.4 ACRES U f-v ,O® FRAMING GRAPHICS I! FEMA FLOOD ZONE X / SHADED X U _ BEAM CONNECTION PATTERNS V J 1 2 STORM WATER / WETLANDS DISTRICT No q FIREBLOCKING DETAILS UNDER DECK ® _ 1 / 5 MIN. DEC DISTRICT NO Q O D.W. _ _ Z CHAMBERS FOR 1 , ILI BASEMENT WALK OUT z - I O .00 _ PROPOSED FOUNDATION PLAN 'I 1n DECK Q SUFOLK COUNTY HD APPROVAL R-21-0641 ! ` SYSTEM 36 S �p �- mm .5 I �-1 � 0 r 26.8 PROPOSED .L NEW\1 O v HABITABLE SPACE EXISTING „_._ - -- - ---- - - - - - - - / � 20.0' X I D.N. 10 MIN., I BASEMENT AREA O S.F. - 1042.q S.F. ! A- 102 •00 PROPOSED FIRST FLOOR PLAN ; GREENHOUSE � nn'' - O S.F. - I 1� O � UJ EL=7.I�i'r' ELIiiii y DECK U? T 24.0 FIRST FLOOR AREA 1,485 S.F. Ll NEW I,000 'S d SECOND FLOOR AREA O S.F. 1,402 S.F. A-- I O 5,O PROPOSED SECOND FLOOR PLAN O GAL. 0 PROPOSED - 1 - - 0 5 - I O PROPANE d MIN. 2 STORY FRAME HOUSE p To I AL eLDRooM couNT ji- - 1 5.3 GARAGE F.F. 14.6 GAR. SLAB=10.6 �. _ N z O L07 C,O\/FRAG)- � - - - - - - - - --- - --- - - - � 1 i w _..-.. --__._-- ,i.___--. -___.,_._, ,.,_,._,.._. _-,,,. __ - I O PROPOSED ROOF PLAN 1 d 24.0' I O DE5GRIPTION (FOOTPRINT) AREA COVERAGE 50.0 Ul 1 0 TOTAL LOT AREA 18 53.0 S.F. fn - - - - -- - - - E.P. COVERED PORCH 10.0 1- � EL=7 I' NEN NEW LP LP 35' FRO YARD SETBACK Z I Z PROPOSED HOUSE GARAGE 2,236.0 S.F. 12.390 �`2® ,�® PROPOSED EXTERIOR ELEVATIONS NEW p PR^i'05ED GREENHOUSE 200.0 S.F. I.I� E.P. L.P. � S.T. _ I PROPOSED PORCH 452b S.F. 2.595 1\ PROPOE>rD DECKS 265.0 S.F. 1.5Y - -- --- - i NEw w -�O ,O® PROPOSED EXTERIOR ELEVATIONS I , I m I TOTAL. AREA OF ALL STRUCTURES 3155b S.F. 17.3Y I j o NEW TEST Ll �. � NEW PROP. WATER � _ L HOLE 1u MAXIMUM LOT COVERAGE ALLOWED 20Y i S 6 Q L.P. SUPPLY LINE i Lu -50 OO - - BUILDING SECTIONS - - - - EL=7.73' I REQUIRED 5ETBAGK5 - PRINCIPAL BUILDING z QLu REQUIRED EXIST. PROPOSED COMPLIES EL=7.Q7' POLE FRONT YARD 35.0 - - 12 uT1L1TY _�� BUILDING SECTIONS -- - - W -- L L (PLEASANT PLACE) O.O 35.0 YES it EL=5.44' FRONT YARD j EL=8.4a EL=8.Q7 35.0 O.O 36.5 YES - (RAMBLER ROAD) 1 1 ul Q ' SIDF YARD I O.o YES �0 .00 DESIGN DETAILS o.0 10.0 EL=8.31' REAR YARD 35.0 0.0 63.0' YES II'! PROJECT: : F L E A 5 A N T FLACK - - -- - ----- - --- -- - - I MAY-MCDONNELL DESIGN DETAILS 1 RESIDENCE F- 1 O 1 .00 DWV/ WATER SUPPLY RISER 400 PLEASANT PLACE GAS RISER SOUTHOLD, NY 11971 O 5 10 20 BO 40 50 - - -_- ___ - -- _- - - DRAWING TITLE: SITE FLAN 6°SCALE h" 1•-15' PROJECT LOCATION & SCOPE hM "\.,wS'arc,. o,qe,'«i`•�\tl\. \, '. L >_• .: SITE PLAN & ZONING DATA �o P 3 s\ �k , a « e` jf }'^ \ F < \ \„ 101 SITE LAYOUT NOTES. -•-,, r I S ISARCHITECTS SI P AN � :��' «' ` :�.-I. THI AN TE IS aM a >tt P` ... ..... ..oe.l2soi2 OBJECT VERIFICATION BYLICENSED „ _. ., • . \. w, ..`.. ``� S TOA g �^ ,Va.., :j1it al. ,. DRYWE DRAINAGE STRU�TURE NOTE: `� �.. LL/ N � ��, SURVEYOR. THE INFORMATION � _�',:., �`.: , �.° �, .,. PAGE: „ ° TEST HOLE DATA h QUIRE c, „ A MINIMUM 10 SEPARATION IS RE D REPRESENTED ON THIS SITE PLAN IS TO THE ; .., • ... • 1. � ° ° � °� �.. ,•,.. : ': ',� :,::°� "` :_. �=:���:�'_' MGDONALD 6E05GIEN a s< w BETWEEN WATER SERVICE °� �: :� \ F,. ARCHITECTS BEST OF KNOWLEDGE ° „ n. _ P , p LINE/LATERALS/MA I NS/SEPTi Gi LEACH I NG f } f EL u.o ATERU U WL \, SEWER AND THE EDGE OF ALL STORMW .` s / 2. SURVEY INFORMATION WAS OBTAINED � , S? r D ARK BROWN � t U RES AS PER R L �.. A I N EACH I NG STR GTU �`�� `..•.»•��- DR AGE L 7 FROM A SURVEY DATED SEPTEMBER 6 3 2 , t �?�� i LOAM g P f ate, e H F S.G.D. .S. 31 ,,t 2012 AND PREPARED BY: ,�� SILTY M BRorua 5 ^ , tt .\,a 4 AND .\.2.01 5 r "• ..tea; +J' I SUBJECT PROPERTY , , w , F. « 0 FADER NOTE. .�. YOUNG YOUNG ., „, r :t r �, �1 FROM n CONNECT ALL LEADER S GOMI1 G .� -�r xe 'a: # ATE: 06 09 2 IG 58 *`�L 4 Q3 �P� / / F i tt t• 1 0 19 U R5 TO NEAREST D RYWEI L. °`a G TTE „ „ \ �.A 4 �,A 4 AN R V .e 00 OSTR DE AVENUE _r r \ Y. e RIVERHEAD O NY III I 0 , „ t „ R NOTE: h GROUNDWATE N , 631 7.23 - . 72 O5 ..' DRY E MINIMUM 2 ABOVE ( ) I BOTTOM OF D W LL BRowN FINE To COARSE SAND �I _ GROUNDWATER. k• 3 j c YYY n p 9 j 1 .V 1 p ,•. , •-A,° a `..• .. „,, . .,,,, „ „« , >,:�,v�` t PRAINAISE M CALCULATIONS: NOTE. c HOUSE/COVERED AREA 2,88 i 5 . Ft. I. FLOOD MAP DATA FROM SURVEY - Gl. > 2 889 S . Ft. X 0.17 492 # ^•:..:„:F` :',: MAP 36103GOI66H rrr ••... `\ ��' FT. Of 8 DIA POOL REQUIRED \: :,,: `. 4ci2/42.2 12 VERTICAL MAP DATE. 09/25/2009 p PROVIDE 3 8 DIA. X 4 STOF.M DRAIN POOLS FOOD ZONES X 8 SHADED X .,.. � . . °�° j' _�•..., a� -.c7° - WATER IN _,,,, a -...„•-.# � , #.xi:"�'�'.' ..' 4I�'.�,3, `, '`e, r BROWN FINE TO sW COARSE SAND 2. SITE PROTECTION/SILT FENCING TO BE ,, f,,-•-_ ,..�•;�;;�,�,�#^ t � '>. - ,:' �r.� INSTALLED AS REQUIRED BY SOUTHOLD DRAINAGE SYSTEM CALCULATIONS: •°'� y TOWN. BASEMENT WALKOUT AREA- 178 SGj,. Ft. „ " ,,.,, �r,.:,:�`'` .,n ,, >.,..,�,"•�?�,-.ys.,2.�.µ v w K ; 175 S Ft. X 0.17= 31 IIO 31/35.37(UNIT)= PROVIDE 2 STORM WATER CHAMBERS 3. SURFACE WATERS AND WETLANDS ARE LOCATION MAP ✓ GULTEG MODEL #180HD OR EG!UAL LOCATED WITHIN 300' OF THE PROPERTY. COMMENTS: WATER ENCOUNTERED 10.4'BELOW 5URFAGE 4. ELEVATIONS REFERENCE NAVD 5a SCALE: NT5�• - - ___ -_- - -- --- - -- -- NOTES SPEC:I I G>4T1 ONS CARPENTRYUBER SHALL BE DOUGLAS FIR LARCH #2 BETTER Fb - 875 UNLESS WOOD FRAMING MATERIAL STANDARDS FOUNDATION, CONCRETE, AND MASONRY ��R Y IT I O I�1�.1 � U ION DOCUMENT BINDER I. ALL L ( - ) THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT - -- - O KEEP THIS CONSTRUCT - IT IS THE CONTRACTORS RESPONSIBILITY T 11 BD. BOARD INSUL. l INSULATION 0 TO READ ALL NOTES OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE TOGETHER AT ALL TIMES. IT IS ALSO THE CONTRACTORS RESPONSIBILITY PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING 5UB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF II', --- -- - ----- _:. - __ - _ - -- - -__-- _-_ ----_ _, - SPEGIFICATION5,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK - - - - - - _- - - - - - - __ - - W Z O 2. ALL LUMBER IN CRAWL SPACES TO BE W' ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED THE FIRST AND SECOND FLDOR5 ARE TAKEN INTO ACCOUNT. I' BFE BASE FLOOD ELEVATION INT. INTERIOR = N GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED 501E I, 'J � GENERAL 3. SILLS TO BEP.OT. AND SECURELY FLASHED WITH A TERMITE SHIELD ALSO SHALL BE DEEMED N EXPOSURE. AGENCY, THAT A RTODCON ORMUCT OR RTOGTHE REQUIIREMEN75 OF THEDURE PROVIDES IS DOCUMENT - __ __ I BUILDING K KIPS (IODO LBS) '' I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE W - -- _ _ _ _ _ ____ _ _ __ __ __ __ PROVIDE SILL SEAL/INSULATION. 51ZE OF SILL TO BE (2) 2'xb ,UNLE55 (I) 2'xb' BM Q W }: APPLICABLE BUILDING DEPARTMENT. IS NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCILS, WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT AS - - ----__ _.I _ _ _ -__. __ -_ -_- __-__ - -_-____ _____- --_ ' (THIS DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD 3. 501E TO HAVE MIN. SF.AR�NG CAPACITY OF (I) TOWSQ. FT., U.O.N. - - - 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. F r Z B MANU. SPEC.s MANUFACTURER 5 SPEGIFIGATIONS FOOTINGS TO 4. AT FLUSH FRAMING USE I6 GAGE METAL JOISTS HANGERS BY "TECH OR APPLIGASLE AS A DERIVED WORK). OTHERWISE N07ED�57 A MIN. O 4'-O" BELOW GRADE, UNLE55 B.O.. - - - I BOTTOM -1 MAX.- - - MAXIMUM - Ij O � ALL DIMENSIONS, CONDITIONS, AND APP._IGABLE INFORMATION OF EXISTING EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, I; 11 J STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. _ - - - -- - Z SOT. I BOTTOM METH. MECHANICAL J ; _ �- PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. --- - - _ j� - J 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURALOTTOM OF WALL MIN. -'I'I MINIMUM .I `S 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES I AND AUTHORITIES HAVING JURISDICTION. FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS I __ IB.O.N. . - __ - - - 11 _- _- ____ _ - - -,I = O 0 CEILING JOIST NAVD88 NORTH AMERIGAN VERTICAL DATUM OF 1a88 II O O O 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY _ - 6. DOUBLE ALL J01575 UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, I G.J. - RULES SPECIFIED IN I.I THROUGH I.6. UNTIL I'-i TIER OF FRAMING 15 IN PLACE. �l OF THE OWNER/SUILDER U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, 7. FOOTINGS TO B)" POUR D CONCRETE OF SIZE SHOWN ON DRAWINGS. NYC BG ,I NEW PORK CITY BUILDING CODE }- �' QQ OPENINGS CL COL. COLUMN INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL SE IDENTIFIED --,-- -_--___ .- _ ____ 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS 7 ALL SEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-I/2 BEARING BY THE W}{IGH PARTIDEMARK G PATES FAN AGCBRED TATION PROGRAM SUER GRADING OR IOH AS THEY 5.50LIDRWITH GC7NCRO BEA�1 POCKETS, UTILITIES, ETC. TO BE FILLED II li CONT. � CONTINUOUS O G. I.ON CENTER SHALL BE CLARIFIED WITH THE ARCHITETT/ENGINEER BEFORE PROCEEDING ' J' O ,_ -_ -- - - - - - - - - -= - __-_ WITH THE WORK. 6. MIN. HEADER TO BE (2) 2"xl0" UNLESS OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE _ 0 DBL. DOUBLE OGG I,OCCUPANCY TRADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE G-003. j'_ J; �" - -----__ -- -_ - _ 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qq. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 DFE DESIGN FLOOD ELEVATION PBFE ;II PRELIMINARY BASE FLOOD ELEVATION Q W UNLE55 APPROVED BY THE ARCHITECT/.=NGINEER. J q ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/GOGGRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE DAYS OF 4p00 P.S.I., U.O.N. -- - -- ' - - -J -_- __ -_ -- _ 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET DIM. DIMENSION '! P. GONG. 1 POURED CONCRETE I 'J •1. CONTRACTOR TO VERIFY DIENSIONS OF FOUNDATION WITH FLOOR PLANS _ - - - _ - -, --- -- - _- --- _- -__ - _ _- - _ - -_ _- --- _ -.-_ --- -- ----' > d' O ON PAGE 6-005. GENERALLY, SHEATHING I5 OF 1/2 THICKNESS ON WALLS AND THE PROVISIONS OF ANSI/ALTO A I q0.1 STRUCTURAL GLUED LAMINATED 11. GONG. SLAB5 TO REST ON MIN. OF 6 FINE GRAVEL OR 5AND WITH - BEFORE THE START OF FRAMING ROOF AND IS OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. 6 MIL. POLT'ETHYL)=NE VA.PCR BARRIER UNDER D.J. lI DECK JOISTS PL. PLATE l Z ____- _ - - - - - - FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN � _- -_ 8. DRY WELLS A5 REQUIRED BY STATE AND LOCAL GORES. APPLICABLE. 1.3. WOOD IB-RJ10 STSDSHA� MEEOTITHE PROVISIONS OF ASTM D50' 5 PREFABRICATED 12. COPPER FLASf 1 ALL Jc�IVTS WHERE SEA$ ABUTS FRAMING. PLYWD. PLYWOOD Z O OF 3 4" THIGKNE55 AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 15. BRICK VENEER TO BE ANCHORED WITH CORROSION RE515TANT TIES - EA. I EACH II e-1 q. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE 11. SUB FLOORING, GENERALLY, TO BE / - __= I _ -__ ___ , -- __ ,_ - _ _ __ _ __ _ _ ELEV. ELEVATION P.T. PRESSURE TREATED =- __I Z N NAILING AS PER FASTENING SCHEDULE ON PAGE G-005 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS (1) WALL TIE PER (5) 50. F T. � I _ - - - 10. OWNER✓BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL F EQUIP. EQUIPMENT -ll REQ'D - -- JILREQUIRED - Ly J CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL EXIST. lI EXISTING I LL1 II VIDE _ - 1[ = - -_- - - ,! RISER APPROVED EQUAL.12. EXTERIOR THING TO BE COVERED WITH TYVEK HOUSE WRAP OR EVQLUTATIONTREPORT.T FORTH IN THE MANUFACTURER'S CODE MAXL32000 ..TO DIRECT ANY CONDENSATION TO THEOEXTERIOR. II, - - - - - - L, _ � 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RARI <_ _ AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN c PP - EXT. EXTERIOR 1 RM. ROOM I 0 J O 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES 15. APPLY 0) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. PERMISSION FROM THE ARCHITECT. _ I __ - __ _--- _- - _____- - -- - - - I UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2 ABOVE FINISH GRADE. F.A.I. I FRESH AIR INTAKE R.R. ROOF RAFTER 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF 7HE WORK AND 15 ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF _ II -___ _ _ - _ __ ____ _ - _=_ - - - - 14. PROVIDE 'X' GROSS BRACING AT JOISTS, 5TUD5, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THI5 DOCUMEN, THE I6, NO CONCRETE OR MA50NRY WORK 15 TO BE PERFORMED IN TEMPERATURES 1 - ` - RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED 5'-O" AND AT EVERY 6'-O". GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS OF 40°F AND FALLING, UNLE55 APPROVED BY ARGHITECT/ENGINEER. NO FAR �FLOOR AREA RATIO - III STL. STEEL - -- l F.A.V. - FRESH AIR VENT I- - - - - ,�I 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. I - II -- 1 W 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PA6E I S.V. SMART VENT I ---- - -_ 6-003. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED I'I. NO ADDITIVES IVES SHALL B:._ PLACED IN CONCRETE UNLESS SPECIFIED BY � _ II - ' --- ---- - _--` __-_` - - -_--`----`_-I cr I4, THE CONTRACTOR SHALL KEEP PREMISES RTIMES. AT THE: COMPLETION OF HORK, THE EASONABLY SHGA°LEAN AT ALL LL MOVE ALL I TBD TO BE DETERMINED I = FF F I N I SHED FLOOR WOOD TRUSSES SHALL MEET THE PROVISIONS OF THI5 DOCUMENT, THE ARCHITECT/ ENS 1N�ER. I - -_ __- - - - _ _ _ RUBBISH, WASTE MATERIALS, TOOLS, ETC., CLEAN GLASS AND LEAVE WORK I6. APPLY ALL CONDITIONS ADDRESSED IN FASTENING 50HEDULE AS GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS �INOU� JOINTS BETWEEN SLAB5 AND FOUNDATION WALLS AND FF ELEV. FIRST FLOOR ELEVATION I' TEMP G__ TEMPERED GLASS I 0 NECESSARY. SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE I6. PROVIDE $ITULLJI BROOM GLEAN. CONNECTED WOOD TRUSS CONSTRUCTION, THE TRJ55 DESIGN DRAWINGS, WHERE EVER APPLICABLE. - -II __ --- - ij ---- --_- - - _ __! F_ 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL I'f. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES G-003. OR THE MANUFACTURER'S GODS EVALUATION REPORT. c` _ F.J. - - - I FLOOR JOISTS - _ _ LTHK. THICK - iI = J Iq. UNLESS O I HERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A -;I J LIABILITY INSURANCE. ALL SHALL GOM LY WITH STATE AND LOCAL CODES 18. AT WET WALL PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER GORE. 1.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. 10" DEEP PROJECTING b" ON EACH SIDE OF THE FOUNDATION WALL. FOUND. I FOUNDATION II II I'I V AND ORDINANCES. I - - - _ - _;;T.O.W. - TOP_OF WALL -_-- _-= - -_- - - -_-- ;' w 10 0 GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM 036 SPECIFICATION FOR GYPSUM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK I6. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION jl Tr - TREAD 11 Q I , FLOOR SHALL NEVER EXCEED A 16' SPAN. WALLBOARD, A5TM C3"T SPECIFICATION FOR GYPSUM LATH, OR ASTM C7q CONCRETE SLAB5 TO HAVE &X& 10/10 WELDED WIRE REINFORCING. - -- , SPECIFICATION OR 6 SHEATHING BOARD. - - GOMPLETTHE �ON OFACTORS PROJEG OR A PERIOD OF AT LEAST ONE YEAR AFTER Iq. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED FR. I[FRAME II TYP. TYPICAL - - _ __ - - -_ _- _ - _- _ o _. ,P AS PER PAGE G-003. 1.7. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL A5 IN SOLID 8 SOUND GOND17iON WITH AN EXIST. FOOTING OF MIN. I6 WIDE x 8 I, 'jv F I FRPR. FIREPROOF U.O.N. I UNLESS OTHERWISE NOTED11 ­1 =, 1-7. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLF-55 THE OWNER, MEET THE PROVISIONS OF ANSI/AHA AI35.4 BASIC HARDBOARD OF DEEP 8 3'-O" B�_LGW GRADE. I; I - - --- 20. P.T. SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN AN51/AHA AL35.6 HARDBOARD SIDING. I, - ARGHITEGT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND I •� AGAINST ALL CLAIMS, DAMAGES, L0553=5 AND EXPENSES, INCLUDING ACCORDANCE w/ AWPA C22;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD GLASS WINDON5 AND DOORS I FOOTING VERT. !!VERTICAL - , TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER I.8 STRUCTURAL PANELS: I. ALL GLA55 TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. FTG - -- - - � - I - ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF - - V.I.F. I VERIFY IN FIELD i '' THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD GLASS DOORS AN I GYP. BD. I GYPSUM BOARD - - __ __ _ _- -- - ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, 1.8.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL 2 D S D W NDOWS SHALL NOT BE INSTALLED UNTIL PROPER IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO CONTRACTOR 15 TO INSTALL HARDWARE THAT IS SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE CLEARANCES ARE PROVIDED. }1 D• - -J1 - - - - - WITH INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK 1 HOLD DOWN - - W/ _ --_. ,. - - .-- - ---- --- -- - ITSELF INCLUDING THE LOSS OR USE RESULTING THEREFROM). (B) IS CAUSED IN MANUFACTURER SUCH AS: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (PS U CONSTRUCTION AND - 11 ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY 3. ALL SLIDING GLASS DOORS,SKYLIGHTS, AND ANY GLA55 UNIT INSTALLED HDR HEADER WD. WOOD I WITHIN I6" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED GLASS, !-_ - ---___ ___- - - __ - - -- - --_ -�'if ____ ___- ____- CONRTRAGTOR, ANY E OR IN PART SUBGONTRAGTOR, ANYONE DIRECTLY ORY ANY NEGLIGENT ACT OR CM1551ON FIND INDIRECTLY UNLESS OTHERWISE NOTED. }}NCR -1 ZR ---- - - ---11' I THE EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY _ __ _ HANGER ZONING RESOLUTION ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING. EVALUATION REPORTS. 4. ALL GLAS5 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH - _-_ - - - -- I PARTY INDEMNIFIED HOR. HORIZONTAL - v.11 I' I I BE LIABLE REGARDLESS HEREUNDER.UN WHETHER OR NOT IT IS CAUSED IN PART BY A B. G ORGIAIST PAGIFIGL210E G-P LAM OLAM 1.6.2. ORIENTED-STRAND BOARD (OSB), WAFERBOARD ORIENTED-STRAND MANUFACTURER'S SPEGIFIGATIONS. - -- _ --- _ _ - "- _ ____ __ - - - ---II - -- - S (PARALLEL STRAND LUMBER DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET I 15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF GON5TRUCTION INCLUDING P L ( L ) TIL A. TRUSS JOIST McMILLIAN 2.OE PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE - _- - „_--___ -_- , -_ ___ ____- _____ __ ____- _ ___ __ ___ ___ ___ __ it BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING,NAILING, PLACING ALL TO BE INSTALLED AS PER MANU. 5PEC.'s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT ENERGY CONSERVATION CONSTRUCTION CODE. l OF CONCRETE,ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTORSTANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR I I I I I }�I I /� I I�/P TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, 6. PROVIDE FLASHING PANS UNDER ALL SLIDING GLASS DOORS, WINDOWS, OR I `� U I `� 1 `l RATION O I" I I `l I I , � II I5T FLOOR SYSTEMS SHALL BE N ITH THE WOOD DE EVALUATION REPORTS. ICE. DEVIATIONS FROM THE DRAWINGS 22. I JO LO L I ACCORDANCE W APPLICABLE GO AL APPLICABLE GORES AND GOOD PRAGIM I O RI N FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, ANY OTHER TYPE OF GLA55 UNIT WHEN WITHIN 6 OF AN EXTERIOR SURFACE. l AND SPECIFICATIONS WILL NOT BE PER ITTED W TH UT W TTE - _ -_- --- _ -._ ____ -- _._ ___ ___ - ______ __ CODE EVALUATION REPORTAND ANY ADDITIONAL . APPLICATIONS SET FORTH IN THE MANUFACTURER'S 1.8.3. PARTICLE APPLIGATIOtO5A5 ALL CONFORM TO PARTICLE RAN51 A208.1 USED IN AND ANY 1 Ir AUTHORIZATION OF THE ARGHITEGT/ENGINEER• 7. ALL EXTERIOR DOORS ARE TO BE !^FATHERED STRIPPED AND PROVIDE ALL PROPOSED DSIGN I SCREENS AND HARDWARE NEGE55ARY FOR PROPER FUNCTION OF SUCH UNITS. I II ;' ]Cf. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE GODS PRESCRIPTIVE \/ALUE I 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. E COMPONENT I �f�LUE G I TAT I ON (PER 2020 NYSEGGG) l' CO�PL I ES I ' NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 8. ALL GLASS IS TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLASS 1 NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE PERTAINING ARE TO BE FIELD VERIFIED. - -- - - OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.6.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS II RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF AN51/AHA AIg4.l CELLULOSIC SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. I I 20. CONTRACTOR TO REMOVE 8 RELOCATE AS REQUIRED ALL EXISTING WORK q. ALL WINDOW: TO BE ANDERS>=N. IF CONTRACTOR I5 TO SUBSTITUTE WITH '[ I ; I EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM G206 STANDARD SPECIFICATION FOR '� WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMANI LIKE MANNER. ANOTHER WINDOW MANUFAG7U'll IT 15 THE RESPONSIBILITY OF THE U-VALUE = 0.25 I MAX. U-VALUE = 0.52 i1 it I IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. HOLE SHALL NOT BE CLOSER THAN 2 INCHE5 TO THE TOP OR BOTTOM EDGES. CONTRACTOR TO VERIFY THAT THE CHARAGTERI5TIC5 OF THE WINDOW MATCH FENESTRATION U-VALUE _ I!MAX. AIR LEAKAGE = 0.50 GPM/5F YE5 21. ALL MATERIALS ARE TO BE INSTALLED A5 PER MANUFACTURER'S THE GHARAGTERI5TIG5 OF Ti;E ANDERSEN WINDOW SPECIFIED. THE AIR LEAKAGE - 0.30 GPM/SF - SPEGIFIGATIONS, UNLESS NOTED OTHERJ�IISE. 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE RA APPLICATIONS SHALLMEET THE REQUIREMENTS OF U.S. ___-_ --___.__-__-_-. __- --_ -_ __ __ _ -__- -_- i _ - - - - - I I MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF 1.6.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN CHARACTERISTICS ARE A.5 FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, I PER R402.4.3 TABLE R402.1.4 CLIMATE ZONE 4 1 -' ; DEP I)THE T OF C I M BUILDING GODS, AND ANY ADDITIONAL ROUGH OPENING, U-FAG GR, LIGHT AREA, VENT AREA, AND EGRESS - - - - I L DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I T ; 22. PROVIDE FIREBLOGKING AS PER NEEW YORK ACCESSIBILITY STANDARDS. REQUIREMENTS. MIN. R-VALUE - 4c{ ' THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED CEILING R-VALUE R-4Q GATT INSULATION YES I 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLIGASLE CODE EVALUATION PER TABLE R402.1.2 - CLIMATE ZONE 4 I ; OF THE HOLE SHALL NOT BE CLOSER THAN 5/6" TO THE EDGE OF THE STUD. REPORTS. lo. WINDOWS IN TUB/BREWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE -_-__ -___ ___ - _ -- __ _ - --' - `-- NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME CRO55-SECTION. TEMPERED GLA.,S. - ) - -- _ _i _ I UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS 5 --- -i I COPYRIGHT PROTECTION ACT OF IggO ,AWCPA), WHICH HAS SEVERE PENALTIES. EXTERIOR (2 x6 ) WOOD MIN. R-VALUE 20 (CAVITY) I lII ' 2.2. FASTENERS AND CONNECTORS. ALL FASTENERS AND CONNECTORS SHALL I BATT INSULATION 1I YE5 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.7. II. EXTERIOR GLAZING SHALL B_ PROTECTED FROM WINDBORGE DEBRIS. FRAME WALL R-VALUE PER TABLE R402.1.2 - CLIMATE ZONE 4 I I CODES AND REFERENCE STANDARD: CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, GLAZED OPENIhc� PRO cCTION SffALL MEET THE REQUIREMENTS OF THE LARGE NOTES AND TABLES ON PAGE G-003 B G-004. THE FASTENING SCHEDULE - - -- ----- -- - - _-- __ -_--- --_--- _ -- --= I I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK 2.2.1. BOLTS. BOLTS SHALL COMPLY WITH ANSI/ASME B 16.2.1 SQUARE AND MI551^E TEST ASTM �Iq ,h .AND ASTM E1686 AS MODIFIED BY 2020 NY5 BC - - __' - I N STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL GORE, 2020 SECTION 501.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET MIN R-VALUE la I F_ I SPECIFIES THE REGM NAILING FOR THE SHEATHING (ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). _ _ FLOOR R-VALUE R-30 BATT INSULATION ' YES II Z STATE ENERGY CNEN YORK STATEONSERVATION GINTENANCE ONSTf2UGTI00D�DAEND 2020 NEW YORK THE RCQUIRci ENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR - I PER TABLE R402.1.2 - CLIMATE ZONE 4 w I SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING AN51/DAS1�,A° IIS __ _ - - SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAG 5GREW5: LAG 50REW5 OR LAG BOLTS SHALL COMPLY WITH AN51/ -- - -- _-_ _ - - - - _ - I SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS d MANU. SPEC.'S). A5ME 515.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). - - - -" p 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING,CONNECTIONS OF 12. A5 AN A�TrRN.ATIVE TO NOTE #II ABOVE, WOOD STRUCTURAL PANELS WITH - WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2018 WOOD FRAME BE THICKNESS OF A NO LF-NG PROTECTION.a" AND PANELS SHALL BE RE THAN 9>' HALL -- ---- -; ---- - - - . HOEDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. V CONSTRUCTION MANUAL BY THE AMERIC:AN FOREST 8 PAPER ASSOCIATION 2.2.3. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES G - -- - - 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF AN51/TPI I NATIONAL DESIGNCUT w I I (AFBPA) AMERIGAN WOOD COUNCIL (AV�G). WOOD P05TINO TO BE BLOCKED SOLID TO FOUND. WALL w/ END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION, ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE CC 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW PORK STATE TREATED HOOD 8 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS PREDRILLED AND 5EGUREED WITH THE ATTACHMENT HARDWARE PROVIDED AS ______]________ --I, WALL w/STEEL SHIMS 4 A MIN. 5/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S GORE EVALUATION REPORTS. PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE I ; PLUMBING CODE. R501.2.'2. ATTACHMENT HARDWARE SHALL BE PERMANENT I SECURE w/ (2) 1/2" 4) ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® w I CORROSION-RE515TANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED E- 1 4. ALL MECHANICAL WORK SHALL CON'=ORM TO THE 2020 NEW YORK STATE EXIST. WALLS 8 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND Q MECHANICAL GORE AND 2020 NEW YORK STATE FUEL GAS CODE. POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" GAGE ARE SPECIFIED, MINIMUM ASTM A653, STRUCTURAL QUALITY, ON THE BUILDING. -___ , l --__ ___ -___ - __- . __ ___-- _ _- _ o , WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N,). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL I 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2017 NATIONAL ELECTRIC HOWEVER, WHEN COLUMN OR POSTING IS PART OF THE LOAD PATH FOR USE TSL-E ��JO .� MEET THE REQUIREMENTS OF THE GOVERNING BUILDING GORE AND ANY PLUMBING I CLIMATIC $ OEOORAi DESION CRITERIA I CODE NFPA -70 AND 2020 NEW YORK STATE ENERGY CONSERVATION IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DWv) OWAB E DEF ECTION OF STRUCTURAL MEMBERS ;, ---_ _ _- _.--:-_--_---_-- - - _. ,_ :_-__---___-_-_.__--___-__:- --I PROJECT: CONSTRUCTION CODE. STANDARD 5HEARWALL HARDWARE (w/ NOTED VALUES) d ANCHOR BOLTS, GODS EVALUATION REPORTS. SYSTEMS TO NYS PLUMBING, CODE AND NY5 DEC REGULATIONS. LL L L - I RISE 8 w 2 BOLTS THROUGH CENTER LINE OF VERTICAL LEGS NAILS: NAILS SHALL COMPLY ALLOWAB E GROUND SNOW LOAD - - - - - 25 LBS U.O.N. RRISE TOP CAPS 4® STEEL THROUGH TO BE MIN, E SENT PLATE 8" LONG 2.2.55PEGIFIGATION FOR DRIVEN FASITENERS: NAILS f 5P STANDARD AND STAPLES. 2' PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. STRUCTURAL MEMBER I L BASIC WIND SPEED I `�,A 1 'i Y 1 C D 0 I V N E L L SET 6 DIST., U.O.N. ADDITIONAL INFO. IS FOUND ON PAGE G 003. - - - -_- __ - _ -- li - --- ---III - - - - - -- ;- -- .130 MPH .-- --- GENERAL WIND PROTECTION CONNECTION NOTES: 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION DEFLECTION 1 ADAPTED FROM STANDARD FOR HURRICANE RE515TANT RESIDENTIAL 2.2b.5HALL MEET THE REQUIREMENTS OF THE GOVERNING BUDDING CODE STAPLES AND AT BASE OF VERTICAL WASTE PIPES. "RAFTERS HAVING SLOPES GREATER THEN 5/12 i '' EXPOSURE CATEGORY $ RESIDENCE CONSTRUCTION _ I!SEISMIC DESIG------------- -- - -- - - ;I CONSTRUCTION;55TD 10-qq AND 2016 Sf3G HIGH WIND EDITION WOOD FRAME AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE 4. USE 4 CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT 115 PER L/I60 I IF ' MANUFACTURER'S CODE EVALUATION REPORTS. FOOT. ' N CATEGORY ,I B Y°1/ NO FINISHED CEILING ATTACHED TO RAFTERS I. A CONTINUOUS LOAD PATH SETWEEta FOOTINGS, FOUNDATION WALLS, ASPHALT ROOFING SHINGLES - - -_. III - -- -- - FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. 2.2.1. SCREWS. 5CR.EW5 SHALL COMPLY WITH AN51/ASME B 15.6.1 5. GENERAL TRAP AND WASTE-51ZE5 AS FOLLOWS, UNLE55 OTHERWISE NOTED: I INTERIOR WALLS 8 PARTITIONS I WOO III WEATHERING I'' SEVERE 'I + 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT I. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-GLASS-A ASPHALT ROOFING HOOD5CREW5 (INCH SERIES). D15H WASHER.........................................2 I __ - - -__ --- __ - - - - j _ __ ______ - ,; 400 PLEASANT PLACE SHINGLES OR APPROVED EQUAL. - LAVATORY. ........................................�2" 1 FROST LINE DEPTH (' „ SOUTHOLD NY 119 / 1 INCLUDED IN THE STANDARD BUILDI'NC GODS, SECTION 2306 OF IBC SHALL11 I BE USED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 2, SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLESS OTHERWISE 3 0 I - SHCY°i._R/TUB..........................................2 FLOORS Q PLASTERED CEILINGS --- L/360-- - - j i ---- -- ---- ----- ------ - i'- - � NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE MECHANICAL CONNECTIONS: _ TOILET........................................................3 II ALL OTHER STRUCTURAL MEMBERS I ; TERMITE I' MODERATE TO HEAVY II'I 3. METAL PLATES, CONNECTORS, SORE°W5, BOLTS AND NAILS EXPOSED AND WATER BARRIER FROM EDGE OF EAVE TO 24 IN51DE EXTERIOR WALL - -- - -- _- II 11 I I DIRECTLY TO THE WEATHER OR 5UEESJECT TO SALT CORROSION IN COASTAL LINE. 8 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. FLOOR DRAIRY ..........................................3" I ____ 2 O II ----- DRAWING TITLE: I. ALL MECHANICAL CONNECTIONS SPECIFIED AS SIMPSON MAY BE AREAS SHALL BE STAINLESS STEEL. OR HOT DIPPED GALVANIZED. I I ICE BARRIER REQUIRED I1 YES ' EXTERIOR WALLS Yy/ PLASTER OR STUCCO FINISH H/360 I - - 3. PROVIDE FLASHING NEGE55ARY FOR WATER TIGHT AND WEATHERPROOF SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. 6. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" - _ __ - !I GENERAL NOTES 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL CONSTRUCTION. - _ - - - - _ -- _- SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE THROUGH ROOF. EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES I L/240 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED __ -__ __ _ __ __ . _ __- _. ___ -_-___- _ !; ENERGY TABLE PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURERS BY 'SIMPSON" MANUFACTURER. JII i! SPECIFICATIONS. 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES DRAIN G10GK5 AS REQ DO HOSE BIDS SHALL BE PROVIDEDWIBTHEBAGKIFLOW - - ! - L/120 - - jl STRUCTURAL DESIGN CHARTS AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. 'EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING 5. NAILING OF ROOFING SHALL BE TO CODE. INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL PROTECTION. I RAFTERS EXCEPT WHERE COLLAR TIES OF Ill OR 2'l LUMBER 15 LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANYSTE CLOTHES _ ------- LOCATED IN UPPER THIRD OF ATTIC: SPACE AND ATTACH TO EACH PAIR OF WITH BACK FLOYN PROTEGTIION. 6. CORROSION RESISTANT II GAGE ROOFING NAILS AND I6 GAGE STAPLES ARE LOADING VALUES ARE LE55 THAN WHAT IS SPECIFIED $Y "SIMPSON UNDRY TUB5 ARE TOPROVIDED I - -- - RAFTERS. PERMITTED I 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED q, THE WADER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL STRUG7L)F,AL DESIGN LOADS PAGE: 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. 7• PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYENT FOR HEALTH DEPARTMENT STANDARDS AND REGULATIONS. - - . __- - _ _ 7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 46 AND EVERY 2:12 PITCHES TO 4:12 PITCHES 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER I6 WITHIN 4 OF EXTERIOR CORNERS. _ --__ - - - - -- _ -. 8. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF E 'M U- J3 fir '%E S MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. TO CONGEALMENT I PLUMBION 15 REQUIRED BY LOCAL JURISDICTION PRIOR I -- - --- -- i DEAD LOAD 10. APPROVAL AND INS USE LIVE LOAD I 99 In THE SEALANT TO UPLIFT FORGES USING ASTM D 6381. 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER I I NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING CODE. ,l p I _______p-_ 11 U I-aw ■ 6. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED SPECIFICATIONS OF THE PRODUCT BEING INSTALLED iI EXTERIOR BALCONIES- - 40 sf ;II 15 sf TO THE FOUNDATION WITH ANCHOR 330LT5 HAVING A MIT. BOLT DIAMETER NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED OF J" AND 3"x3"x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 7. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY NOR ANY POTENTIAL DAMAGE THEREOF, DECKS 40 p5f 15 psf PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 'f" IN GONGRETE/MA50NRY ARCHITECT - - - - i, DATE: 06/09/21 2 OF 19 FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS I. GYPSUM WALL BOARD SYSTEMS SHALL $E OF A TAPE JOINT AND JOINT 6. ALL CONNECTORS SPECIFIED AS A SIMP5HN" TOP MOUNTED BEAM I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM PA55ANGER VEHICLE GARAGES 50 psf AS PER PLAN AND AT SPACING NOT EXCEEDING 4' ON CENTER. GYPSUM WALL BOARD SEAM HANGER ONLY ANGER SHALL BE �ONG WIT NED TOBE SUBSTITUTED LISTED ABOVE. ELECTRICAL: w c I' ATTICS WITHOUT STORAGE (MAX CLEAR HOT < 42") 10 sf I;I 15 sf COMPOUND METHOD. TO 201-1 NATIONAL ELEGTR G CODE, N PA 10 AND 2020 NEW YORK STATE ENERGY 11 RD SHALL LLS OTHERWISE NOTED.2. ALL GYPSUM AWATER RE 55TANT (W.R.)AT BATDROOMS AND WHERE 2GOGTRAGOR WILL FURt�SHA FIRE UNDERWRITERS CERTIFICATE UPON p p CONSERVATIONII - - 1 SITE WORK 1. STAKEOUT I5 TO BE PERFORMED BY A LICENSED SURVEYOR. `CEILING, UNLE55 I ,I' 15 psf ATTICS WITH STORAGE (MAX CLEAR HOT > 42 ) 20 sf m,,,._,,., DEEMED APPLICABLE. COMPLETION OF WORK. - ___ -- ----- .`li ;� Fp •_",4 .. 2. BENCHMARK TO BE PROVIDED BY LICENSED SURVEYOR, I ROOMS OTHER THAN SLEEPING ROOMS 40 sf 15 sf ` ' .. ''4 - . :,r 3. 5/5", ONE HOUR RATED, TYPE 'X- GYPSUM BOARD ON CEILING AND WALLS INSULATION 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72: p p r 3.VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE IS A DISCREPANCY, (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED - GENERALLY, VERIFY OR PROVIDE HARD WIRED •,°� RECEIVE CLARIFICATION FROM ARGHITEGT/EN6INEER PRIOR TO PROCEEDING. IN EACH DIRECTION BEYOND THE UNIT(5). ALSO AT HEAT PRODUCING P P - II ,,}t`,,�A%, . FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. SMOKE DETEGTOR5 w/BATTERY SACK-UP IN: ,'1 SLEEPING ROOMS 30 sf I 15 sf I 1.) EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL FOIL TO BE PLACED TOWARD WARM SIDE. I - i � 4. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. CONCRETE PANELS OF 5/5" THIGKNE55 MINIMUM. A. EACH SLEEPING ROOM 11 STAIRS 40 sf 15 psf STOCKPILE TOPSOIL OBTAINED FROM 'STRIPPING DRIVEWAY AND BUILDING 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION " ' j Y I Ir V, R OWNER. CARE SHOULD TAKEN NOT T DAMAGE F - - - - - 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE ', _1I �/ WALLS FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY B. OUTSIDE OF EACH SEPARATE SLEEPING I SITE. STOCKPILE ALL EXCAVATED MATERIALS. CONTRACTORO L O M AREA IN THE IMMEDIATE VICINITY OF - TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS1 TO DRY BETWEEN GOATS. FIGAL GOAT TO BE SANDED SMOOTH. FOUNDATION WATERPROOFING, p f ~� GUARDRAILS 15 AND HANDRAILS 200 sf 15 sf 5. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE - _ - - - - --- r ",/ THE EEDROOM5 (GENERALLY THE HALLWAY) II p -JI' ---- --+;'I ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE 3. GENERALLY, UNLESS DOTED OTHERWISE, INSULATE AS FOLLOWS: F 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND G. EVERY LEVEL G DWELLING 12 psf FOR ATTIC ;! , °R Iti6, +" FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. - q" R-30 FOR FLAT CEILINGS _ �- ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf I1 15 p5f FOR LATH. 'I'I -- --- ALL OPENINGS. 6.25i R-300 FOR VAULTED AND CATHEDRAL CEILINGS - - , - -- - .. ..,,.�. 6. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. - 3.5 R-13 FOR 2"x4" WALL CONSTRUCTION BASMENT, FIRST FLOOR, 8 SECOND FLOOR, ETC.) - - J 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE 6-003. MECHANICAL, FLEL GAS: - 5.25 R-21 FOR 2 xb WALL CONSTRUCTION *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH - 5.25" R-21 FOR FLOORS I. MECHANICAL #ND FUEL GAS SYSTEMS SHALL COMPLY w/ THE ASCE 7-10 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) NY5 MECHANICAL CODE AND FUEL GAS CODE T1'� 1 SAL NA U NO/iSTRAF� NO REOU RE1�ENTS FOR - HOLDOWN DETAILS II •� f� /'� l� I,�I �I �I/' II FASTENING 5GHEDULE A - Q v ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEC.'S;MANUFACTURER U F L I F I , SHEAR I E A R� I$ L A T E�A L V �4 I�l D R E S I S TA I `l G E I NOTE: TH15 50HEDULE DOES NOT I NGLUDE NAILING FOR METAL FRAMING 5TRA. Q ~ � SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 5-003 FOR STRAPPING AND NAILING REQUIREMENTS, W z_ O AND ROUGH OPENING FRAMING REQUIREMENTS) J r-I "ALL STRAPPING TO BE ly4"x 20 GAUGE" -- "SIMP50N" EOUIVALENT - C520 (COILED STRAP) ALL NAILING 15 A GENERAL SPEGIFIGATION, IT APPLIES UNLESS NOTED OTHERWISE II W c-1 *USE IOd NAILS IF STRAPPING 15 OVER PLYWOOD; TYP. FOR ALL (50HEDULE AS PER AWG 2018 WOOD FRAME CON5TRUCTION MANUAL TABLE 3.1) Q Lit >- HOLI7OWN 'A' HOLDOWN S' — DESCRIPTION FASTENER SPEC. FASTENER O Z CONNECTION A NA L I NO OR I D _- - -- -- - - - ! AND QUANTITY =_—SPACING ;i _j = }- OR NEW $ EXIST. J F s FOUNDATIONS � \ry ROOF � GE I L I NG FRAM I LSD �NOI I.DIM's ARE ALL MIN.#'s BASED ON USE OF ONLY A Ibd O - -- - - -- - - — --- ._...... COMMON NAIL w/o PREBORED HOLES. - — -__- I -, ENDWALL ENDWALL ".-- .. RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE G-003 PER RAFTER 0- Ln (Y (3) 2x FULL (3) 2x FULL CORNER STUD - AT RAFTER TO RIDGE �ry 2 2.WOOD IS ASSUMED TO BE D,F,#2 S BTR. IN DRY USE -_ ..- - - - -- -- - -- - !I - -- - ----- -_-- -_—-_- .--- -1 m HEIGHT STUD--,,, HEIGHT STUD CONNECTED TO rM."."�:- R R 2• iv SERVICE z CORNER STUD f "� CONNECTION: CEILING JOIST TO TOP PLATE (TOE-NAIL) 5EE PAGE 5-005 1 PER JOIST TRANSFER SHEAR - �' FOR STRAP - 3 8 d COMMON • • • • HOLES T D NEW MEMBER. CEILING JOIST TO PARALLEL RAFTER (PAGE-NAIL) - - ---- - - - ---- ---- ---- ---- -- CONNECTED TO % 5.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL --- TRANSFER SHEAR HOLDOW'SIMNSANG OR ® 2-Ibd COMMON i RAP ry • • • • • • 41, (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL --{ - ---- - 2 Ibd COMMON r NAILS ® EA. END OF STRAP. -- - --- - ------ ------ _- I Z SEE PAGE G-003 EACH LAP NAILS ® 6" O.G. d NAILS ® 6' O.G. k • • • 4.No MIXING OF NAIL SIZES OR TYPES ALLOWED CEILING JOIST LAPS OVER PARTITIONS (PAGE-NAIL) q-Ibd COMMON EACH LAP Q w LOCATIONS NOTED 10' O.G. IF BLOCKED .,,..... • J 10" O.G. IF BLOCKED • • ' ON PLANS •I I CORNER POST � ,� FOR ROOF SLOPES UNDER 5:12 WITH G.J. G.TIES '�" 5.SEE SECTION b FOR ANY REQT TO CLINCH THE NAILS(TO _ j - --- i ..J m CORNER POST ROOF SPANS OF 24' OR GREATER, TIGHTLY BOND THE END OF THE NAIL TO A CIO' ANGLE,SEE COLLAR TIE TO RAFTER (FACE NAIL) 5EE PAGE G-003 PER TIE �1' 1 GRAPHIC BELOY� Z � OSIMPSON' HDaBI EA. END OF STRAP FOR ROOF BLOCKING TO RAFTER (TOE-NAIL)IUSE 4 8 d COMMON NAILS ® 6.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY 0HOLDOWN ANCHOR ® - SECTION 12.4-PLACEMENT OF NAILS 4 SPIKES d TABLE 2-Sd COMMON I', EACH END ............... ON PLANS SLOPES OF 5:12 AND GREATER. OR 4-I. -- - ---- EACH END O LOCATIONS NOTED I ' I I I RIM BOARD TO RAFTER (END-NAIL) ---- - - - -2-I6d COMMON - - -- --I Z � 4 ' I I GONNEGTI ON 81 � B2 - - - -- -- - - - - ------ --- - --- ' - - Q Z r-I AT RAFT --- Lei_ J N I ER TO TOP PLATE TO STUD WALL FRAMING Lu CD i' CONNECTION: .—`"'• 1 HOLDOWN INSTALLATION OPTIONS: - -- -_ _ ---- -- - ---- - _= Ln _ II` � LO .......•-."" ""�" TOP PLATE TO TOP PLATE (FACE-NAIL) r -- HOEDOWN CAST IN PLACE w/'1/8"� THREADED ROD �•' " """ �•••- ••...� - --- -lr- - 2-Ibd COMMON I PER FOOT � FOR NEW P. GONG. T I NPL EA AND OF STRAP: 8 d COMMON NAILS ® - - - - ' I � O Ij � I I � O 4-Ibd COMMON JOISTS - EA. SIDE FOR EXIST. P. GONG. OR NEWLY GURRED FOUND.'s ED 12" INTO r... • • NO GEOMETRY EXCEEDS I THAT PERMITTED IN-7/a"(P THREADED ROD f . • TOP PLATES AT INTERSECTIONS (PAGE-NAIL)- - 1111 --- ------- ---1I - --- - --1 CONCRETE w/ SIMPSON" SET(HIGH STRENGTH EPDXY } I • • MAX. NAILING GRID ABOVE UTILIZE `�, • • STUD TO STUD (FACE-NAIL)- -- 2-Ibd COMMON 24" O.C. _ uj ADHESIVE), 4 FOR TEMP' ODR4*FUSE "SIMPSON" AT SIMP50N # H2A (OR EQUAL) RAFTER TIE -- - - --- "I - -- ` FOR 70ENAILINO - 3 8 d COMMON NAILS ............ ........................ - - I- (HIGH STRENGTH ACRYLIC ADHESIVE) E HEADER TO HEADER (FACE-NAIL) Ibd COMMON Ib O.G. ALONG EDGES' FOR EXIST. /NEW G.M.U. (GONG. BLOCK) USE SA'TlME '' -'/ • TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-Ibd COMMON III PER STUD I'' V Lu w/7/8"O THREADED ROD CONREQUIREMENTS FOR t -""......••••.._....._...,,,CTION : FOR G.J. TO R.R. - GI Nd COMMON NAILS BOTTOM PLATE TO FLOOR JOIST, BAND JOIST,- 2-Ibd COMMON 1�-- ---PER FOOT - - - -- FILL TOP 2 COURSES SOLID d CAST IN PLACE HOEDOWN RAISED C.J.s (WHEN AT C.-J. TO G.J. CONNECTION: ENDJOI5T, or BLOCKING (FACE-NAIL) - ;, = J i � � � APPLICABLE) FOR EA�PLATE TO STUD ABOVE � OR BELOW - _ _ - _- FLOOR �R�MINC� HOLDOWN G HOLDOWN D I6_d COMMON NAILS FOR G.J. TO G.J. - Ol 16 d COMMON NAILS Q x FOR NEW # EXIST. JOIST TO SILL TOP PLATE Or GIRDER TOE-NAIL 1 l w -- - - - ...-- - - - ( ----- -)ill FOUNDATIONS � FOR NEWLY POURED CONNECTION GI � G2 I : 4-Sd COMMON PER JOIST BRIDGING TO JOIST (TOE-NAIL) \\ FOUNDATION ® ONE STORY ONLY H(5) 2 STUD -_ - -- - --- ----- --- 2-8d COMMON I! EACH END ENDWAEL CORNER STUD _ : , CONNECTED TO I r ° BLOCKING TO JOIST (TOE-NAIL) 2-5d COMMON EACH END TRANSFER SHEARAT STUD (5) 2x FULL �� TO STUD GONN 0 ION:SS - - -- --- - - - - -- EACH BLOCK °slMPsoN° HDaa �: �, � EMBI Y LOCATIONS NOTED 2-Ibd COMMON ~� • NO TO SILL -HOEDOWN ANCHOR ® NAILS ® b" O.G. 6 """`" "- • -T- I ° P PLBLOCKIATE (TOE NAIL) 3 Ibd COMMON r 'I HEIGHT STUD ----- - ----- --- - - --- - - ON PLANS 10" O.G. IF BLOCKED _ 8 CORNER POST 1 " ....... o NAILS 0 EA. END OF STRAP - ---- --------- ----- ----- -- ----- ----- -- - - I------ ----- - -----I G I FOR STRAP 3 _d COMMON LEDGER STRIP TO BEAM (PAGE-NAIL) 3-Ibd COMMON EACH JOIST F JOIST ON LEDGER TO BEAM (TOE-NAIL) - -- - -- -- - -----l l I _ l FOR EA_PLATE TO STUD ABOVE B OR I 'I 3-8d COMMON PER JOIST NAILS ® bMOOG. �f ° I I BELOW 2 I6 d COMMON NAILS BAND JOIST TO JOIST (END-NAIL) - - - --_- F ---3-Ibd COMMON I PER JOIST- I ...,•� i........._................. BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-Ibd COMMON PER FOOT 11 ROOF SHEATHING - - ,I I ........ STRUCTURAL PANELS: INTERIOR ZONE ad COMMON 6" EDGE / 12" FIELD „ „ SOLID 3 n n PERIMETER ED G SIMP50N 5THDI4RJ GONNEGTION DI D2 E ZONE a MON b EDGE b FIELD Ili d GOM / HOLDOWN INSTALLATION OPTIONS: I ® EA.BAY GABLE ENDWALL RAKE OR RAKE TRU55 w/ ad COMMON 4110.0. II UP TO q RAKE OV FOR NEW P. GONG. FOUND.'s ..........."... ................ ... _--- ERHANG • AT c � - - - HOEDOWN CAST IN PLACE w/"7/8 0 THREADED ROD � • FOR EXIST. P. GONG, OR NEWLY GURRED FOUND.'s Pal LA E(5) GONNTUP TO OOR NSSEMBLY TO 51LLD2GEILINO SHEATHING I/2" MIN. t - _............_.........:7/8 THREADED ROD (PRE-DRILLED) EMBEDDED 12' INTO CONCRETE w/ "SIMPSON 5ET (HIGH STRENGTH EPDXY GYPSUM WALLBOARD 5d COOLERS II 7 EDGE / 10 FIELD ADHESIVE), b FOR Tf:MP.'s O°F-40°F USE "SIMPSON" AT CORNER } FOR OF STRAP J 8 -- - -- -- -.-. - -- -_-- _--- FROM CIE TRAP - d COMMON NAILS ® EA. - (HIGH STRENGTH AGFtYLIC ADHESIVE) ONE #4 REBAR `ti r ° • (WRAP STRAP UNDER SILL PL.) - --- - - -- - -- --- 11 g SPECIFIED ON D I f WALL SHEATH I NO FOR EXIST. /NEW G.M.U. (C:ONO. BLOCK) • _ - _ _ - = -�I TYP. FOUND. NOTE ' • FOP FA. PLATE TO STUD ABOVE $ OR BELOW - I STRUCTURAL PANELS ad COMMON FILL TOP 2 COURSES SOLID 8 CAST IN PLACE HOEDOWN ° ° - ----- --- -- - - - 1 E / 12 FIELD THREADED ROD x _2` 16 d COMMON NAILS b" EDG " _I.. SrRA 5d COOLERS- - 7" EDGE / 10" FIELD 'll' fN ALTERNATE CONFIGURATION - ABOVE STUD TO I P w/(3) - -_ __ - _- FLOOR _._.._.___. GYPSUM WALLBOARD -- -_ -_ _ _ _- UAL) aO PLATFORM TO SILL P ATESMPSON (OR � bd ed of EA�LsrRAP row L IILa �lA i 1= I N�/SfiRA I � W 11�DOJ�I/DOORADR STANDARD/ALTERNATE EA.JOIST-(FOR FLOOR SHEATHING (SUBFLOOR) ALTERNATE USE 0 NOTATION: - _ - SIMPSON H23A) U } CTURAL PANELS: IS M TABLE A - NUMBER OF ad NAILS ® EA. END OF STRAPPING (2015 WFGM, TABLE 3.1,P. ISq) " 61, .. v CONNECTION E ........................ .... STRUT" orORE LESS:ER THAN I": EDOE 12" FIELD 11 B - NUMBER OF SILL STUDS-ON FLAT (DOES NOT APPLY TO DOORS) (20 WFG L 3.238,P. 2qU „ „ .w G - NUMBER OF FULL HE16HT KING STUDS ® EA. SIDE OF HEADER (2018 WFGM,TABLE 3.23G,P. 2,12; • IOd COMMON b EDGE / 12 FIELD - I ALTERNATE AS PER TABLE 3.230, P. 2q3) ....._................_......._... • -__ - - -- -I - D - NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER® EA. SIDE k • - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED b" O.G. AT THE PANEL EDGE. w I' -- - III - D (2018 WFGM,TABLE 3.-1, P. I8q) ,' • ,4 ' I� , AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING IS REDUCED. E - NUMBER OF JACK STUDS ® EA. END OF HEADER (2015 WFGM,TABLE 3.22F,P. 288) ( i FOR EXAMPLE, IF WALL SHEATHING 15 NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER �G F - NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT JACK STUD TO END OF 51LL(5) ® EA. SIDE PLATE(5) CONNECTION SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS 5HALL BE DOUBLED, OR (DOES NOT APPLY TO DOORS) (2015 WFGM, TABLE 5.5,P. IqU SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. -.:.. 't 2 - WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF PROJECT: FOR STRAP - B 8 d COMMON NAILS ® EA. 3 NAILS SHALL BE PERMITTED To BE REDUCED To I-I&D NAIL PER FOOT. i - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH END OF STRAP (WRAP STRAP UNDER 51LL PL.) 51PE OF THE ROOF PEAK, THE 4 PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE F FASTENING 5GHEDULE 8 -' •...... -I1� ®®NIVELl. 1 ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS USED. FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - RESIDENCE (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION) _2_ _IC_ d COMMON NAILS A - - I I NOTATION - u A I B G I D E F G - - 1 .�. R OUCH � 1 I OPNG III - 4�00 PLEASANT PLACE 2 1 1 I 1 1 SOUTHOLD NY 11971 : :2'-0" I II� 1,� I 4'-0 4 1 2 2 2 2 5FL 1 � 1 N0 OF ' PLATE GABLE ENDWALL BRAG I NG/STRAPPING DRAWING TITLE: ----- FOR RAKES I2"OR HOLDOWN, ANCHOR BOLT, PROVIDE (2) 2"xl0" HDR (MIN.) U.O.N. b'-O" I r✓' � I (B) - REQUIRES SILL PLATES P 2 xb' (MIN.) ATE - S-O -T 4 LENGTH FOR WIND - EXPOSURES B� E - _- _ - BLOCKING 2 LESS PROVIDE 2 3 4 4 TOP Qs LiGE TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAYS BACK ® BLOCKING m 12" 0.0. STRAPPING 4'-O" O.G. TO AGHEIVE RAKE O.H. , & NAILING DETAILS FOR HIND EXPOSURES BAG FASTENING SCHEDULE ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF ',"4 i ,2a� BUILDING � MINIMUM SPLICE BUILDING MINIMUM SPLICE i DIMENSION (FT.) LENGTH (FT.) DIMENSION (FT.) LENGTH (FT.) TYP. STRAP w/(5) _ PAGE. 8d A EN NAILS E D L : F P O EA. STRAP / 12-O 3-O -- loft ATTIC O 4 O ;A,3` 0 0 Al�l�i�®R 501�•fi 5FE� I F �Afi 01�1S - -- - 20--o" 6"-12" BLOGKIN6 2 BAYS - SPECIFICATION (2015 WFGM TABLES 3.2A 8 3.2B, P. 157-160) 24,_0„ 4'-0"/5'-0" 24'-O" b'-o" BACK ® 4'-0" O.G. CORNER 3a„ _ - DATE: 06/09/21 3 OF 19 CONDITION FOR ALL STRUCTURES: %,NP ANCHOR BOLTS a 3q" O.G. 28-O" 28'-O" 51- - • 52'-O" b-O"r1'-6" 52'-0" 8'-O" n I SECOND FLOORILI NOTES, I.TABULATED SPLICE LENOTH5 ASSUME TOP PLATE-TO-TOP PLATE CONNECTION USING 2-Ibd NAILS PER FOOT. FOR SHORTER SPLICE LENGTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40'-O° 40'-O" Ili-Oil EDMENT INTO CONCRETE END 1 w/ 5" SOU ARE WASHERM.U. DET SETUP FILL PROVIDE AN EQUIVALENT NUMBER OF NAILS 13 O BLOCKING 2 SAYS ' • � ! :: - ! BACK® 4'-O" O.G. 15" EMBEDMENT FOR (BLOCK) 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 50-O" 10'-O'/12'-E' So'-O CONDITION IN EXPOSURE B TYP. STRAP w/(3) n TOP TWO COURSES SOLID 5d NAILS EA. END iv u n u <. 3.TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL 60'-O' I2'-O /I5'-O' bO-O I.01-O OF EA. STRAP n 'a T5 FOR LATED UNIT OR REPLACED BY HOLD DOWNS FOR 5HEARWALLS HEI FOR ALTERNATIVE VE WALL HEIGHTS MULTIPLY ABOVE 70-O 14'-O" '70-o" 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR LATER,41.LOADS SHALL BE MULTIPLIED BY H/8; 11 FIRST FLOOR 3. ANCHOR BOLTS ARE TO BE BETWEEN 6 12" NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR PLAN DIAGRAM OF ZONES �� (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): ' �`r`,','• ..r. y� G y' 80'-0" ib'-O" 80'-0" 22'-O" 'moos er?, R WO a CORNERS - FROM ENDS AND CORNERS (T ) a'WALL I.12s SEE DIAGRAM TO LEFT :I' WALL - 1.2s �t- ( BLOCKING 2 BAYS .� II'WALL - 1.3 f5 THI5 COLUMN w/MULTIPLIER- 4. COORDINATE w/ HOLDOWN LOCATIONS 12'HALL - 1.5 FOR 10'-0" WALL BACK ® 4'-O" o.G. 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL MISCELLANEOUS FRAMING GRAPHICS CONTINUOUS BUILT-UP C IRDERS 5 OR MORE SUPPORTS (THAT EXCEED FRAMING STANDARDS, IT 15 REO'D FOR FRAMER TO HAVE A R B I�O C K I I�l�/ ®R l�. T O RM W®O D R M I I�l�/ Q U WORKIN& KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [ANC] DETAIL BOOK CONNECTION PATTERN SCHEDULE II (FOR ENGINEERED LUMBER [ie. WOOD I-JOISTS] SEE MANU. SPEG.'s FOR ADDITIONAL INFO.) o F= AND ALL RELEVANT PORTION5 OF THE RESIDENTIAL CODE) ASSEMBLY REQUIREMENTS: BETWEEN I/6 W Z CONNECTION d 1/4 OF A WHEN GIRDER5 MADE UP OF JOI5T5 NAILED CN PATTERN DESCRIPTION TOGETHER 510E BY 51DE ARE CONTINUOUS OVER J r-I BLOGKIi�IG UNDER LOAD BEARING WALL _ THREE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES MAX.52" LOCAT,_D SETWEEN ONE 51XTH AND ONE QUARTER AS FIRE-STOPPING. Li NON-LOAD 5EARIN0 WALL OFFSET FROM SUPPORT A (2)ROWS 1od NAILS• 12"O.G. 1>1a W THE SPAN LENGTH FROM AN INTERMEDIATE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST STUDS STUD B (5)ROWS lod NAILS a 12"O.C. SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE SERVES AS FIRE5LOPPING. I'_ z P THAN ONE 7HIRD THE TOTAL NUMBER, ARE TO BE I , ". (� SUBFLOOR G (2)ROw5 1/2" m BOLTS a 12"O.G.STA66ERED; JOINTED ON THE SAME 51DE OF THE SUPPORT. I I 5. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE -J Z SUBFLOOR TWO-PIECE ,J DBL.® ENDS PLATE SERVE AS FIRE5TOPPING. _ .__I SOLE PLATE BUILT UP 511 p MAX.52" NAILING: Li) D (2)ROWS 1/2" m BOLTS m 16"O.G. SOLE PLATE TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE 0 SIDE WITf•I IOd NAILS, TWO NEAR EACH END OF Nil; JOIST SERVES AS FIRESTOPPING. O O E II(2)ROWS I/2" m BOLTS m 24"O.G. I '' I I ' BETWEEN V6 EACH PIECE, OTHERS STAGGERED WITH A DISTANCE 5 5. FIRESTOPPING SHALL BE 2 INCHES OF WOOD BLOCKING F (2)ROWS 3-3/b"TRU55LOOK SCREWS a 12"O.G. b 1/4 OF A OP 16 INCHES BETWEEN NAILS IN A HORIZONTAL OR OF NONCOM-BUSTIBLE FILL. >' m SCREWED ON(1)SIDE OF MEMBER I I (2)ROWS 3-3/b"TRUSSLOGK SCREWS m 16"O.C. LINE:; OR GiRDER.5 ARE TO BE NAILED FROM EACH J III' Z 6 SIDE w/ IOd NAILS, TWO NEAR EACH END OF EACH I 6• FOR PLATFORM FRAME CONSTRUCTION: THE SOLE O BETI�EENTHERS NAILSSINAA HORIEZONTALINI=DISTANCE OF 32 .I -= 8 AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN SCREWED ON(1)SIDE OF MEMBER „ _ I H (2)ROWS 3-3/5"TRUSSLOGK SCREWS a 24"O.G. I JOISTS SERVE AS FIRE5TOPPINC7. �- 50REWED ON(1)51DE OF MEMBER Z P 07 MAXIMUM OFFSET JOIST (2)Rows 5' TRUSSLOGK SCREWS m 12"O.G. THREE-PIECE 1 "1. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND W JOIST DEPTH,d SCREWED ON BOTH SIDE OF MEMBER - 2 INCHES OF WOOD BLOGKIN6 PLACED BETWEEN JOISTS Q J MATCHED SIZE OF BLOCKING BUILT LIP GIRDER MAX.3�." THREE-F I�G1< GIRDI=RS ARE TO BE NAILED w/ 20d III I, P -- NAILS ON EA. SIDE: W TWO NEAR EA. END OF EA. ''" SERVE AS FIRESTOPPING. J QO (2)ROWS 5"TRU55LOCK SCREWS o W'O.G. _ _ 4 I, ! > C) UNDER NON-LOAD BEARING FIRESTOPPING AND K SCREWED ON BOTH SIDE of MEMBER PIECE, G / 3 LUDING INTERMIDIATE JOINTS, AND w/ THE II PARTITIONS ® 32' O.G. BLOCKING O I HER.. STAGGERED w, A DISTANCE OF NOT MORE 1 II 8. THE HEADER SERVES AS FIRE-STOPPING. Z BETWEEN I/b STUD k L (2)ROWS 5' TRUSSLOCK SCREWS O 24"O.G. T p SCREWED ON Borth SIDE OF MEMBER e 1/4 OF A THAN 32' BE WEEN NAILS IN A HORIZONTAL LINE. , I J DOUBLE PLATE ! III I 10� 9. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL r'I a- - BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO s f OUR-PiEGE CIDERS ARE TO BE ASSEMLED A5 GE I L I NO BRAG I NG NOTE: :I STRINGER TO SERVE AS FIRESTOPPING. Z 'H GANTI LEY ERED FLOOR I.BEAMS d HEADERS NOT NOTED WITH CONNECTION PATTERN ON FOR THE DNAILED H/ 20d N .ILS AS SPECIFIED - 6 Q Z r"� { GABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN 'A'WHEN 8"OR SMALLER - 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR J N 3 CONNECTION PATTERN B'WHEN 10"OR LARGER P - i ! FRAMING SHALL BE FIRE5TOPPED AT THE BOTTOM WITH V- LyJ co �5TUD 2.WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE r�".NCHORINO: 2 { APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL L� c1 OFFSET FASTENERS 1/2"FROM ONE 51DE TO THE OTHER BUILT UP 611 GIRDERS ARE TO BE SECURELY ANCHORED TO j I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH N _ LO 5UBFLOOR SOLE PLATE 2"x4" CONTINUOUS &ABLE END MA5ONR1' PIER5, NAILED TO WOOD F05TS OR I � FIRESTOPPING SHALL NOT BE REQUIRED WHEN THE BOTTOM OF 0 Q LATERAL BRACE® V O.G. TRUSS i3CLTEG TO STEEL COLUMNS. THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE CEILING J O BAxD AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE J015T 2) loci NAILS TRUSS OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED G.J. AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROU5H NORMAL �I I �I/� �I I [��( _ I f� �/� PLATFORM FRAME CONSTRUCTION SHRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER CEILING ON I `4 I k� I I `tl../ TT R I `� O R D J�O D D �'i I I (I�• F L l S I I BE A I - S> -LOCATIONS REOUIRUNG FIRE5TOPPING- NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE W lo) 8d AS FIRE5TOPPING. NAILS FIRE- HOOD FIRESTOPPIN6 FIRE5TOPPIN6 STOPPING FIRE- F_ STOPPING FIRE- FIRE- SOLE r 1 FASTENING RECOMMENDATIONS FOR SIDE-LOADED, III, STOPPIN6 STOPPIN6 W MULTIPLE-PIECE MEMBERS rm H JOIST w 5d COOLER NAILS® 10" O.G. NAILED' BOLTED' 2"x4" BLOCK NAILED TO EA.BRACE 2 ROHS Ibd 3 Rolls Ibd 2 ROw5)j' ! 2 RONi 2 R01,11i VERTICAL V —� STUD g ' FIRESTO 19 A WHEN _ BOLT5 0 24" COVERING IS APPLIED O 12"O.G. •12"0.0.� - - - TO UNDERSIDE OF Q BLOCKING w/(4) IOd NAILS I COMMON COMMON I BOLTS BOLTS I I OA.STA62ERED i O 12"OA. O b"OA. I,II 6YP5UM BOARD 20 a. STRAP rwo Rows 12"O.G. THREE ROWS 12' O.C. LOCATION I LOCATION 2 LOCATION 3 LOCATION 4 �o5T5 DOUBLE PLATE • 5d COOLER NAILS a 10" O.G. (10) bd NAIL BEAM SELECTION w/ STD. NAILING JOIST SHALL BE LOCATED DIRECTLY .NOTE: ENDWALL STUDS A5 NOTED N NOTES 7 & 8 DENOTES ALT. FOR USE OF DRYWALL SCREWS FIRESTOPPIN6 S NONCOMBUSTIBLE ALTERNATE LOCATION OVER STUDS,UNLESS TOP PLATE IS 4" m EDGE/12"m FIELD FULLY BLOCKED SOLE of 61RDER '* I.TOP AND BOTTOM ROWS SHOULD BE 2"FROM EDGES HOOD FIRE5TOPPIN6 ' DESIGNED TO CARRY THE LOAD 5GREW5#6 - lY4"TYPE W OR 5 FIRESTOPPIN6 " 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2" TWO ROw5 24"O.G.5TA66F-RED TWO ROWS 6"O.C. LOCATION 5 LOCATION 6 , FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUGH THE FULL `= ' INTERIOR ��TUD DETAIL THICKNESS OF THE MEMBER.USE WASHERS UNDER HEAD AND NUT. OVERLAID ROOF s.5TA66ER EACH ROW OF FASTENERS BY 12". g - 2"SPADE NOT ATTACHMENT @VALLEY 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING I5 FROM EACH SIDE. TO BE FILLED li NONCOMBUSTIBLE FIRE5TOPPIN6 FIRESTOPPIN6 APPROX.I INCH THICK u 5.FOUR-PIECE MEMBERS SHOULD ONLY BE 05M WHEN LOADS ARE APPLIED TO BOTH SIDE OF THE MEMBER. b.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR b"O.G.OR TRIPLED FOR 4"O.G.NAIL SPACING. LOCATION 7 STD NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: STRAPPING w/ T.2 ROWS OF Ibd COMMON NAILS(12"O.C)FOR DEPTHS 12"OR LESS FIRESTOPPIN6 LOCATION dI 4 bd NAILS LOCATION d EA.END a R.R. a.5 ROWS OF Ibd COMMON NAILS(12"O.C)FOR DEPTHS OF 14",16"< 15". LOCATION 10 FULL WIDTH I I 2°X BLOCKING I w = - I �ONS� RU�TION DATA 11�5 � WIND LOAD PATS �ONNE�TI ON DATA I LS I ;I III TOP PLATE DRILL 2 INTO ROOF DECK FOR STRAPPING INSTL. NOT TO SCALE INTERSECTION DETAIL EXIST.OR NEw R.R. BELOW NEW R.R. SET w/ UPPER TOP PLATE LAPS 4 IOd!I NT'INUOU5 LONER TOE NAILS NOTED CONT.BLOCKING TOP'PLATE SPIKED TO R.R.'5 I E ALIGN NSW d EX. R.R. AS SHOWN i I KING STUD S - -- I 1 AN VIEW STUDS----- PLAN I 1 I I NOTE: SIMILAR® 'SHED' WOOD JOIST WOOD JO 15 ROOF,R.R. IN LINE CRIPPLE STUD- I BLOCK I NG j JOIST HANGER HEADER ! GENERAL REQUIREMENTS FOR GENERAL RECU I REMENTS FOR • " } W INSTALLATION 017 CLINCHED NAILS INSTALLATION OF TOE-NAILS GIRDER/HEADER o JACK STUDS WOOD GIRDER WOOD JOIST - - - -- -t- --- ----- -- MAIN MEMBER -- --- - -- - --- t11---i - �--II w o I Lu - — JOIST FRAMING OVER WOOD G 1 RDER JOIST FRAMING FLUSH W 1 TH GIRDER/HEADER TYP I GAL HEADER CONNECTION I. TOE-NAILS SHALL BE DRIVEN ® AN ANGLE OF PROJECT: MEMBERS DAM.X 5 APPROX. 50° H/THE MAIN MEMBER d STARTED APPROX. )� THE LENGTH OF THE NAIL FROM THE MEMBER END, 1 r 1/"�Y- C D 0 N E L L I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER, STRAIGHT THROUGH AND BENT OVER A MIN. OF (5) NAIL DIAM.s AT A 90 ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN ES I D E(�C E o MEMBER, FOR THI5 APPLICATION, SHALL BE AT LEAST SIX TIMES THE DIAM. OF THE NAIL RAFTER - 5. TO AVOID SPLITTING, NO MORE THAN 2 TOE NAILS SHALL •; BE INSTALLED IN EA. 510E OF A RAFTER OR CEILING JOIST WALL STUD WALL STUD WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS BOTTOM PLATE BOTTOM PLATE 400 PLEASANT PLACE IN EA. SIDE WHEN FASTENED TO A 2"xb" TOP PLATE. BATH-TUB SUB FLOOR DOUBLE JOIST DOUBLE JOIST TOP PLATE SOUTHOLD, NY 11971 GH I M. CHASE SEGURI NO @ STD. SIDE WALL •I DRAWING TITLE: WALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS NOTE: FIREBLOCKING DETAILS NOT ® CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS ALTERNATIVE RAFTER TO WALL STUD GONNECTI ON H/STUDS TO ATTIC FLOOR 4 BLK'G TO R/L SIDES H/STRAPPING TO R/L SIDES) PAGE: N W� ND RED STANT C ONSTRUCiT ON �i01�NE�TORS TOP PLATE ® O--�i[� Q CHIM. CHASE WALL z Q U - - -- - - - - -- pj 0 CONNECTION LOCATION: PART NUMBER: NOTES: - C520 @ 21 APPLY--TO EACH PAIR OF RAFTERS 3w � RIDGE-TO-RAFTERS I " a 0 Q ® RAFTER-TO-WALL H-7 APPLY TO EACH RAFTER ----- - DATE: 06/09/21 4 OF 19 �L �to z ROOF wo o Q� RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER - RF_a'D BLOCKING 4 Q F� TO ALIGN w, STRAPPING Q F w PLATE-TO-WALL STUD G520 @ 18 APPLY TO EACH_ WALL STUD Q d ® EA. LEVEL ABOVE w z 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or C520 @ 36 THE FIRST FL. ®-w II APPLY TO EACH WALL STUD FLOOR/GLC. ® HEADER-TO-JACK STUD C520 @ 12" APPLY TO EACH JACK STUD e ' CRIPPLE STUD-TO-HEADER II H3 I APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR SSTBI6 APPLY TO EACH SIDEWALL END p y Y v IST. FLOOR-UNDER-SILL PLATE C520 WRAP UNDER DOUBLE SILL PLATE SIDE VIEW PLAN VIEW (USE WITH 3 SQUARE WASHERS) USE THE FOLLOWING OF, APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. °". ._„ FOLLOW MANUFACTURE'S RECOMENI)ED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. ` OENERA ALL NEW WINDOWS d DOORS SHALL BE ANDER5EN; INSTALL AS PER MANU. SPEC.'s. SEE PAGE "0-005" FOR NAILING d 5TRAPPING CL O DETAILS. Q U NEW PARTIAL HEIGHT 1 WINDOW CHART O O EXISTING TO BE DEMOLISHED WOOD FRAME (L.G. 5TL. W Z_ O fI EXISTING TO REMAIN WHEN APPLICABLE) _ ;.:. _ .._. _.. -; -.. - .,i ..._.._. _.,_._. I-- _.._. EGRESS J rl NEW WOOD FRAME (L.G. � NEW FOUNDATION WALL Q t ui >- TAG / 4 ROUGH OPENING �- WINDOW DIMENSION - CLEAR W TYPE MODEL # OPENING COUNT WIDTH REQ'D: 20 - STL. WHEN APPLICABLE) `WIDTH- �1 HEIGHT WIDTH HEIGHT OPEN REQ'DD 5.1 S.F.II F- Z NEW I-HR FIRE RATED ❑ MIN. (2) 2"x4" STRUCTURAL ( „ ,III- , `11' �I- �----DOUBLE-HUNO Z POST FOR 4" WALLSACASEMENT GWI4 2-4 i� �-O 2-4 4-O 8 3 J =WOOD FRAME (L.G. STL. ,II. , „ I „ ILLoWHEN APPLICABLE) _ ---- -- ___NEW 2-HR FIRE RATED (POI ST(FOR 6 WALRL5)URO.N. I TW24310 i 2 6 1 4'-0 2-5 - 4'-0 O 0 A-I 2 JI i O O O jt WOOD FRAME (L.G. 5TL. B (1) DOUBLE-HUNG TW2456 ! 2 6 $ 8 I 2 5 5 8 0- In it 11.2 WHEN APPLICABLE) I II Ir -- I II I G (6) - - ,- CA5MENT GWIS ) 2'-4 7N 5-0 2-4 4-I I ---' D (4) AWNING AW251 2-4 2-4 2 4 ill .1 2 4 uj FLOOR PLAN NOTES DOUBLE-HUNG TW210410 _ -3-O.,_ .. ._. I 5,-0 I 2'-11 .J CASEMENT 5'-5 4 O 34 00 GW235 1 GA P. GONG. FOOTING 8 WALL CONSTRUCTION: - ( _ F (I) (2) ;, � I � � �O TYPICAL • (2) 2"x6' P.T. SILL PLATES w/COPPER TERMITE SHIELD CASEMENT GXW145 3-0 1 ,. 4'-5 Jill_ � 2-I 1 j ==4 4 �6 8 SILL SEAL -- --- �2 -- G I . ANCHOR • P. GONG.BOLTS$OUND.ANALL AS PER DETAIL UPON 0-1 (5) = DOUBLE-HUNG TW21042 I 3 C? " ^^' 4'-4 Ei -2' I I = - -4 4 t - - - Q Z • P. GONG. FOOTING A5 PER DETAIL • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR H (3) DOUBLE-HUNG TW15210 . .._t JI= -3-0 J,=I J`-- - LL LL C4 I _ • APPLICABLE)EXPANSION JOINT ® PER�RADE MIN. H-1 (5) TRANSOM TWTI810 I-10 (` O l0 • B.O. FOOTING 3-O' BELOW C - -- -- - O (METER OF SLAB (WHEN r STOOPS S((WHEN APPLICABLE)PORCHES PATIOS / 1 (5) DOUBLE-HUNG TW3442 3'-b " 4'-4 J', 3'-5 511 - -----=-;I J • MA50N TO ACCOUNT FOR FI1415H STONE ON THIN SET FOR HEIGHT OF WALL 8 SLAB (WHEN 38 APPLICABLE) TRANSOM WTR3415 3-5 -„ { 1,I - II -^ ---,I ----- 3 b [-"t I 7 all J --' DOUBLE-HUNG TW21042 3-O J 2'4'-4 J" -11 J" 41-4 J" w NEW 4" THK. P. GONG. SLAB w/6'xb"-10/10 W.W.M. (4) �I O REINFORCEMENT, UPON b CRUSHED STONE BASE, WALL 8 STEPS = _ YIl\ _ --- $ SII a" 1U1 1_ II - r (41 - - W COMPACT STONE FILL. RETAINING J-I TRANSOM WTR21015 5'-D I-'7 2-I I I -� � OBASEMENT WALL FRAMING 4 lOy2 O G K (6) GLIDING BASEMENT 3 I. 2x4 P.T. 16" O.G. WALL FRAMING 2. R-13 BATT INSULATION W/ MOISTURE BARRIER fY Fi- 3. �" GYPSUM WALL BOARD FINISH ❑ ❑ m R FREEZE PROOF HOSE BIB: 1 z 4 FASTENED MASONRY ANCHORS PRECISE 6'-O" GONG. STEPS L LOCATION T.B.D. IN FIELD - CONSULT w/OWNER) PROPOSED �0. NEW(4) I ® t-1.5' I- STORM WATER _ H UP(5) r ® t 101, Q CHAMBERS O N `r OFOUND $ POSTS FOR WD. DECK: ND. P.T. P05T d P. GONG. PIER UPON FOOTING AS PER DECK DETAIL (T'(P) 8'-5" 8'-3" _ r 20'-O • _. TYPICAL LEDGER BOARD eD EXT. DECK: 51-5.1 W D I O I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS _ I0Qx-7Q5LDR 2. SECURED w/(2) 5/5" (V x 5" LONG H.D. GAL. LAG O I 1 _--- - - -- -- - - OLTS ® Ib" O.G. O ,/� B 3. INSTALL H.D. GALV. JOIST HANGERS BY 'SIMPSON' (OR EQUAL) � I � UNHEATED I � LI 4. PROVIDE FLASHING TUCKED UNDERNEATH 51DINO d �, UNFINISHED BENT OVER TOP EDGE OF LEDGER BD. q2 S.F. 3'-3,/2" O 5. SEE NOTED DETAIL o II I I II I I I FOR WOOD STAIRS ® GRADE: i- - GREENHOUSE _ O 4" THK. P. GONG. PAD 8' WIDE x REQ'D LENGTH UPON - b" GRAVEL UNDER 2"xl2" P.T. STAIR STRINGERS ® S� K DESIGN N RADERS) cV i d MAX. 16" O.G., U.O.N. (MIN. 3 5TRINGERS) • O tti ( O 2 ONEW DRAIN ® CONCRETE 5TAIRWELL; I. PROVIDE NEW 4" MIN. DRAIN W/ COVER 01 - D 2. CONNECT DRAIN TO NEW DRYWELL T-2" O NEW A/G CONDENSER: O 1. ZONE 1 d 2 RHEEM RAI66A.JINA 2. ZONE 3 RHEEM RA1442AJINA `fl (] • • 3. ZOME 4 MITSUBISHI MUZ-JP12WA M5Z-JPI2WA - 1 4. INSTALL CONDENSER ON GONG. PAD Q PER MAN. I , _ 3'- ROOM BAR -- -- - - - -- - SPECS. K � RECREATION A/C ZONE I d 2: O 5 [) I. NEW AIR HANDLER $ DUCTWORK IN -158 S.F. - BASEMENT FLOOR FOR BASEMENT 6 NEW 1,000 GAL. SINK UNDER FIRST FLOOR BURIED PROPANE BAR Q A/G ZONE 3: TANK I. NEW AIR HANDLER 8 DUCTWORK ON 14'-4" 1 I ATTIC FLOOR FOR SECOND FLOOR - _ 6 ❑ 5 8 tV (V - w A/G ZONE 4: F Z 1. NEW MINI-SPLIT SYSTEM ® SECOND FLOOR ABOVE GARAGE 6 r -2'-6" -3 O - - _ 0 O -it --+- ---{ -- --- - - - --i II II �--- O to FLOOR DRAIN: NEW 3 GUARDED FLOOR DRAIN w/3 TRAP K I'-0. O- tu G w QN O QQ '� ------- PROVIDE - ---- -- -- - --- II NEW 24" DIA. SUMP PUMP FOR ';� _ LE Q O SEWAGE WASTE AT BASEMENT LEVEL O = � I I cq ''_- - I I I� O O O NEW GONG. PAD FOR 2 GAR A/G CONDENSERS Q OFIRE RATED DOOR: GARA5E 12 3QX6 _ HR. SELF-CLOSING STEEL DR. I SLAB ON GRADE q PROJECT: A-401 = ND EW (14) RI ® t-T.5�� I� NEW UP, 13 Tr ® i 10" 3 NEW MEGH. ROOM: I 2 xb GYM O (z @ - N _ 2 xb NPE21052 DWH I. WALL HUNG NAVIEN NHB I50 BOILER � NAVIEN I'14 S.F. 3 �I M LL • - S,x81 _. 2.BASEMENT LEVEL HYDRONIG AIR HANDLER PROPANE TANK NOTE: I -- RWIPO6A361'7NAA (OR EQUAL) 10 MINIMUM 3 3 2 OVERHEAD RESIDENCE 3. ATTIC LEVEL HYDRONIG AIR. HANDLER SEPARATION TO 13'-6" 4'-0"-- 3Qx6� DOOR RWIP04A2414NAA (OR EQUAL) FOUNDATION, SEPTIC, 5'-3/2' vy _ _ _ _- a 4.INSTALL AS PER MANU. 5PEC:.'s (Y+Jam' 2 12 2 LEAGHING/EXPANSION � 5. F.A.I. THROUGH WALL POOLS, DRY WELL, +s - 6.FLUE THROUGH WALL UNDERGROUND LINES 6'-lOy2" 6'-lOy2" MECHANICAL 40® PLEASANT P 7. MAINTAIN 30"x30" GLEARANGE IN FRONT OF 14'-3" MECHANICAL UNITS AS PER NY5 MG 306.1 -cV 6 O HALLWAY ROOM 11 LACE 8.MAINTAIN ALL APPLICABLE VENTING p` STORAGE j UNHEATED 1 CLEARANCES REQUIRED PER NYS MG &04. 7 dJ UUNHEATED NFINISHED UN IIS IS.F D SOUTHOLD, NY 11971 TYPICAL MECHANICAL R00M NOTES: N ' = 133 S.F. DRAIN b� to SLOPE b - DRAWING TITLE: I. FOR NO. FR. FLOOR - PROVIDE I/2' GONG. BD. BY I 1 " I all -- -DUROGK' (OR EQUAL) �y 2. FOR WD. FR. GLG. AND/OR 1^IALL5 - PROVIDE (1) 3 ' ' - 4 LAYER OF 5/5" TYPE X G P. BD. UL U305 (OMIT ON 2P- mROPOSED FOUNDATION PLAN BATHROOM I3. WHEN HEWLINS)TALL FURNAGL/BOILER AS PER MANU. TILE 13 - -- - - - SPEC.s AND AS PER NY5 MI_GH. AND FUEL GAS CODE I I 501, V. 14 O - - - - - 4. COMB. AIR VOLUME AS PER MANU. 5PEC.'s - PROVIDE A 3 A-301 - FRESH AIR INTAKE FROM EXTERIOR 5. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL 8'-O" EMERGENCY SHUT OFF 5WIT�H • • 6. FOR GAS SERVICE, PROVIDE 6A5 SHUT OFF SWITCH 1. LOCATE MECH. EQUIP. To ALLOW FOR PROPER = PAGE: CLEARANCES AS PER CODE: K a K K 8. PROVIDE 3" FLOOR DRAIN $ CONNECT TO SANITARY ; '1-I '7-q' "1-a - D O � � SYSTEM AS PER NYS PLUMBING GODS q'-6" 8'-0. 10'-O" �' 1'_ A-.L 14'-4" 23'-8" A 14 WATER METER: 5 IO 1. PROVIDE NEW WATER METER WITHIN BASEMENT - 2.SEE ALSO PLUMBING RISER DIAGRAM i DATE: 06/09/21 5 0 F 19 3. INSTALL AS PER NY5 PG I- I 5'-Ty2" 5'412" a'-7Y2" 8'-7Y2" _7'4/2" I . 0 5 10 20 ati GRAPHIC SCALE FROPOSED FOUN7ATION FLAN OF 1042.'� S.F. HAE3I7ABLE SFAr-,E; 1,578.-1 S.F. OR055 AREA SCALE: I/4" = I'-o" O I `1 � I I I O I DALL NEV4 ETAILS.WINDOWS 4 DOORS SHALL BE ANDERSEN; INSTALL A5 PER MANU. SPEG.'s. SEE PAGE "6-003" FOR NAILING t 5TRAPPIN5 O 13. - - NEW PARTIAL HEIGHT L��INON CHART Q , � O WOOD FRAME (L.G. STL. EXISTING TO BE DEMOLISHED _.____._._- -, _ Z_ O t w__ EGRESS J CN WHEN APPLICABLE) -ROUGH OPENING WINDOW DIMENSIONCLEAR k EXISTING TO REMAIN TAG / ITYPE MODEL # OPENING NEW WOOD FRAME I � NEW FOUNDATION WALL COUNT � 3` -, _ _ WIDTH REOV: 20.. Q WW STL. WHEN APPLICABLE) WIDTH _ - HEIGHT- WIDTH JI - HEIGHT !:HEIGHT REOV:24 t ---__ - --- ---1 - - -- - - -- - - k - I) i it 1 II II - • I � ,OPEN REQ'D:- 5.l S.F. O � NEW I-HR FIRE RATED MIN. (2) 2 x4 STRUCTURAL A ('I) - CASEMENT CWI4 - =-_-2' 4- 'F.-_ .._.":_.: 4-p ____ 2-4 - J! 4-O _ - - 5.5 - h _ „ if - - - _- _ _j WOOD FRAME (L.G. 5 fL. P05T FOR 4" WALLS H B E (MIN. (2) 2 xb STRUCTURAL J -- F- J A-I (2) DOUBLE-HUNG TW24310 2 6 4 0 i" 2' S 4 p W EN APPL I GA L ) _.; _• . : L.. m _ --- - 1 - WOOD FRAMEFIRE O RATED.G. STL. POST FOR 6 WALLS), U.O.N. B (7) -- DOUBLE-HUNG TW2456 5'-g II 2-5 5-8 -- --III O Q II / WHEN APPLICABLE) G (6) CASMENT GW15 2'-4 5-O 2'-4 4'-II 11.2 - - -- - - - D (4) II AWNING AW251 - I 2-4 2-4 f --2 `� =L 2 4 - O I II I II - H FLOOR PLAN NOTES E (2) DouBLE-HUNG TW21o410 :3-Qy T - E o - 2-11- f 5-0 - - Z -- l2J ,, II ,:, F_ I_ II I_ II I DOOR NOTE: NEW LAUNDRY ROOM: F (I) CASEMENT OW255 4'-0 4 O 3 4 > 00 00 O O I. INSTALL NEW INTERIOR DOORS WHEN GALLED O I. NEW WASH / DRY HOOK UP CASEMENT GXWI45 f_ -__._._.t...__. 4-5 f' 2'-I I 'I 4'-4 J" �I 12 Z CU OUT ON PLANS BY JELD-WEN' (DR EQUAL). 2.COORDINATE LAUND. ROOM 8 DOOR DIM.'s © ,F 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED w/SIZE OF EQUIP. G (3) _=.I_ - _' --- _ - - _ - w ; - __ - -� �{ O - t J i 11 , OUT ON PLANS BY THERMATRU' (OR EQUAL). 3.PROVIDE HOOK UPS AS REO 5 PER MANU. _ _I f-.- _._ .. _....___.___.__.. �_ _ __ : __ _ , 4.INSTALL AS PER MANU SPEC.s 5-1 (5) DOUBLE-HUNG TW21042 I 3-O 4'-4 2-I I 4-4 Z �: 4 l ' -- ..... ------ -- -. -- - -- -- -- Q Z T-1 3.DOOR TYPE TO SELECT 1 3.PROVIDE (2) 2 x8 HDR., U.O.N. DRYER EXHAUST NOTE. r-- - __1lG._.._ - ' .__ H. - 4.SEE PAGE 0-003 FOR ALL OTHER FRAMING I. DUCT SHALL TERMINATE TO EXTERIOR - � 8 �-© - ELEMENTS AROUND DOORS (TYI'. FOR ALL) U.O.N. 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY i! H (3) DOUBLE-HJNG TW18210 1-1O` '` ,= - 3-O _-- __-- _-J LL W O H-I (3) TRANSOM i WTI810 I-10 v 1 -0 I -q I'-O" Ln Lr T-I I. ALL NEW STAIRS SHALL HAVE MAX. -1-5/4" R1 4.DUCT SHALL BE EQUIPPED w/A BACKDRAFT DAMPER - -- -- ~ STAIR 8 RAILING NOTE: OPENINGS F O3.DUCT SIZE AS PER MANU. --- F, _ _I __.'_ ..rII O 2 - - - MIN. 10' Tr - RISERS SHALL BE CLOSED 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN _4I-4 �"� J 0 I (5) DOUBLE-HUNG TW3442 -6 4-4 3-5 CINO 4 iF I 2• NOT TO ALLOPq HANDRAIL bA(5E OF A 4' -ASPERE; CONNECT THE DRYERBLE TO THE EXHAUSTSITION DUCTS DUCT SYSTEM --- TRANSOM WTR3415 i 3-6 ` ,E i' SPACING NOT SHALL BE LIMITED TO SINGLE LENOTH5, NOT TO 1-1 (5) 1-7 5. 5 - - -----TO ALLOW PASSAGE OF A 4 � SPHERE EXCEED 8 FEET AND SHALL BE LISTED AND LABELED J (4) - DOUBLE-HUNG I TW21042 ' .V�-D �-4--4 � 2-i l � ! 4-4 �' -- --- ---=I 3. GRIPPABLE RAIL AS PER CODE IN ACCORDANCE WITH UL 2155A. " I ! I W 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID `- WOOD FRAME STAIR: METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS 55 5 ® 2.RAILINGS SHALL BE WOOD OR PVC. DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL i . - µ n!I _^.._._ - _ 8 1 -III I- I. SEE NOTE ABOVE FOR STAIR d RAILING INFO. RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST TRANSOM WTR21015 3` 0 " I'-7 - --- 1 - II I U SGREW5 K (6) I GLIDING BA5EMENT 2'-O" ! I'-6" LLI "1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER E I -5 _.._ LOCATION TO THE WALL OR ROOF TERMINATION. THE MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 = J OSMOKE DETECTOR / GO DETECTOR NOTES: FEET FOR EACH 45' BEND AND 5 FEET FOR EACH q0° 76'-10" L) J I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES Ix SMOKE /CARBON MONOXIDE COMBINATION DETECTOR NOT INCLUDE THE TRANSITION DUCT. Q 1 HARD WIRED TO EACH OTHER w/BATTERY BACKUP. 2.INSTALL ALL AS PER MANU. SPI=C.'s 14'-0" 24--0" 3.5MOKE DETECTOR AND CARBON MONOXIDE DETECTOR ELECTRICAL METER: IN COMPLIANCE WITH LOCAL CODE NEW ELEG. METER AS PER NYS MECH. CODE, t UTILITY CO. STANDARDS 51. WINDOW NOTE: " `} I. ALL NEW WINDOWS k DOORS SHALL BE ANDERSEN ELECTRICAL PANEL: 400 SERIES CASEMENT, DOUBLEHUNG, OR GLIDING O NEW ELECTRICAL PANEL LOCATION;ALL (AS NOTED); INSTALL AS PER MANU. SPEC.'S. FOR INSTALLATION AS PER NYS ELECTRICAL CODE a+ DECK O SUBSTITUTIONS, SEE NOTE #q IN "GLASS WINDOWS IT1 S.F. 21_011 20'-O" 2-0 AND AND DOORS" ON PAGE 0-002 IF CASEMENT NEW ATTIC AGGE55 - PULL DOWN STAIR: �' 1 WINDOWS - ALL 05MNT WNDWS SHALL HAVE Og 1. MIN. 550 # CAPACITY STRAIGHT ARM HINGE WHEN 2.SIZE TO FIT MECH. EQUIP. THROUGH 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDWS TO BE OPENING (MIN. 22"x309 8_01 H HI `E 6Qx8Q SLDR 0' TILT WASH 5. 1 HR FIRE RATED 3. ALL GLAZING WITHIN W' OF FF TO BE TEMP. GL. 4.DBL. FRAMING WHEN NEW OPENING {p' 4.SEE PAGE 0-005 FOR FRAMING ELEMENTS AROUND 5. INSTALL AS PER MANU. SPEG.'s 36" D m EGRESS NOTE FOR ALL) U.O.N. 6.OF AGGE55 CONSULT H.O. FOR PRECISE LOCATION - N REI T DW - - - ----- -- - ! c CODE; INSTALL AS PER MANU. SPECS _ SCREEN PORCH Q - - © j GORE SECTION R310.2 THE FOLLOW NG MEANS OF 9 114 S.F. CL O NEW EXHAUST FAN AS PER NYS MECH. iV � I NEW •o '�' Al EGRESS SHALL BE FOLLOWED KITCHEN m 4 I j NET CLEAR OFENINO........... 5.-1 S.F. 36 I PANTRY ' I I I NET CLEAR HEIGHT............... 24" MINIMUM RANGE = I 2 CONNECT TO ( III RAINWATER LEADER AND NET CLEAR WIDTH................. 20" MINIMUM a 221 S.P. GREENHOUSE j TILES m - - - - -- --- 5TRI20MURE.BY - dJ DRY WELL ., q - SOLAi9?INIkATIONS Q !` f -- 5DOUBLE P AV O S, 3 x Q' O' ISLAND _ fa Ea +10 1 BROOM O = (DESIGN BY OTHERS) ® ® 4'x ' OUT �y CLOSET m j p-~. j to Cj III I 24" X J COOLERZ J ry ! 1 tr '4 i I 4 Al p - 3Qx8Q-i H = W IL O O N DECK - J I 24" W ' OU NEW� F ; u� l4 tt 63 S.F. A DINING ROOM 23" D O z GREAT ROOM ss m z 1 L NDING O J-I , z 356 S.F. Ott , U I I N 4 ! 0 p r Qx8Q 5LDRQ)cCH d BIES Lu 2ax8Q - _ m a 4 ! (6) I ® t"1.9 NEW O O F _ O I (5) Tr ® t 10" UP zt dJ PROJECT: J 5'-by.2 12--6" 14'-I" 5'-101, 71_411 I < I t 4 _.__.._. � 2 1 a- J-I ' 4 3 2 GAR M L L F7 - AY M CDOI�iV E I, _ o v. 3'-0ll GARAGE E o RESIDENCE � a� Q NEW (I16) Rl ® t 13 I (14) RI a t-1.5 NEW N cy 561 S.F. p �' 4 `fl 1 '�ES I D E N C E x - UP (5) Tr ® t 10" 1 _ 11 N q m ) 10' DN SMiGO � a+� Ip I I O p (13 E Tr ® t I � � 2ax8Q � I MUDROOM/ENTRY a ��' ;-�"'t�' -------� a o� w TILE z - - - -- - - �i a j I Q 2 5 OVERHEAD OVEREAD I i 400 PLEASANT PLACE 3'-O" O a i� cv Gam' dJ DOOR DOOR - - - ,� - SOUTHOLD, NY 11971 J 4Qx8Q SLDR _ I O - i a la GL. DRAWING TITLE.- --- I_OII I m Q _ cv ' B 5 Qx 2' O" 2 8 I PRO POSED FIRST FLOOR 1 OR PLAN FAMILY ROOM _ 2 i 4 - I ` I O Iq4 S.F - F OFFICE cV ,.. I I , I I B is- - I 1 E ' I � I I i , I I _ I I 4 - - - - �t 4 - - F t I - D O I NEW (6) RI ® '7.5 O , � rn n - UP (5 Tr ® f to - � - - PAGE: 11 A-301 A-301 LI - - -- A 5% MAX SLOPED ONCRETE APRON 'I A-Iff B 4 B 4 B 4 4'-O" 5'-6" o d DATE: 06/09/21 6 OF 19 COVERED PORCH p 452 S.F. 6'_O II _4'_4" 2 .f _H ` F, y2" -24'-0" W� 0 5 io FLANs. � SFr j.���� PROPOSED FIRST FLOOR FLAN GRAPHIC SCALE 1/4"=1'-0" 1,485 5F. HAE3ITA5LE SF,4GE; 2,45E S.F. OR055 ARFA SCALE: 1/4" = 1'-0" �I �� ALL NEW WINDOWS 4 DOOR5 SHALL BE ANDERSEN; INSTALL A5 PER MANU. 5PEG.'s. SEE PAGE "0-003" FOR NAILING 4 5TRAPPIN5 a U i `; DETAILS. NEW PARTIAL HEIGHT __._ - _-_ __.�__ O - EXISTING TO BE DEMOLISHED ,, � ,. j W1N1701N CHART - � Z O WOOD FRAME (L.G. STL. II�___.._ __ ..___.�-_._.__._._____...�__.__.__.._�.._---� W = CV WHEN APPLICABLE) _ J t'I EXISTING TO REMAIN i, CLEAR _. .. _. _. - EGRESS TAG / ROUGH OPENING WINDOW DIMENSION OPENING W NEW FOUNDATION WALL NEW WOOD FRAME: (L.G. - --- - . STL. WHEN APPLICABLE) COUNT ==;_. : .- = -.: WIDTH REGYD: 20" Q W >- TYPE 'I MODEL # II -. --- - -- HEIGHT REC2'D:24" = Z WIDTH• HEIGHT f WIDTH HEIGHT „ ) - - - k „ OPEN REC�'D: 5."1 S.F. ~ IN. (2) 2"x4" STRUCTURAL2'-4 w _ II 0 Z WOOD FRAME (L.G. STL. - -. GWI4 2-4 4-0 .2'-4 - - 4-O 8.3 NEW I-HR FIRE RATED A 0) -- CASEMENT `- _-�(MIN. (2) 2''xb"STRUCTURAL / , A-I (2) DOUBLE-HUNG TW24310 2'-b `� 4'-©- 2'-5 4'-O li i J I � J WHEN APPLICABLE`.) - -- -z iT..-�- `E . -cII POST FOR 6 WALLS), U.O.N. - . _ O O NEW 2-HR FIRE RATED B 0) DOUBLE HUNG TW2456 2 b 5-8 1 2-5 �� 5-& - a -- = - - - O O WOOD FRAME (L.G- STL. = _._ :.--- - = _ ='I- _ Ln WHEN APPLICABLE'.) k ,,._ i .. .. 1k, - ----' - -' - - 11.2- Z d' m C (b) CASMENT GWIS 2 4 5 0 ( 2'-4 4 II - - - - - - - ` it ! , D (4) AWNING AW251 2,-4 J" 2f-4 JIE I 21-4 gII 2-4 J„ = 0 FLOOR PLAN NOTES - - t_ .. ![ 1 z E (2) I.---_-_ II I__ -_-_ ---- - _-_-_I Z DOUBLE-HUNG TW210410 3-0 i 5-0 2-I I 5'-0 ! W DOOR NOTE: NEW LAUNDRY ROOM: I J O oo I. INSTALL NEW INTERIOR DOORS WHEN GALLED O I. NEW WASH /DRY HOOK UP (2) ; I 3' 4 I Ji J R aUAL . 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s 'I" - I - --,i > O OUT ON PLANS BY JELD-WEN (O E ) () CASEMENT GW235 � 4-O , 3 5 I 4 O � -- - 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED w/SIZE OF EQUIP. 41-5k, i 2'-II ,I 4'-4I, 12 J r ri OUT ON PLANS BY 'THERMATRU' (OR EQUAL). 5.PROVIDE HOOK UPS AS REDS PER MANU. G (3) CASEMENT GXWI45 I 1 - _t ..__...ff 5.DOOR TYPE TO SELECT 4.INSTALL A5 PER MANU SPEC.s - - -_`-: „ :- `<:• - - -- :_...- =S i- >: 4 5-1 (5) DOUBLE-HUNG TW21042 � 3-D 4 4 2 11 II 4--4 I II U. 4.PROVIDE (2) 2' 5 O R.,ALL O DRYER EXHAUST NOTE: H (3) DOUBLE-HUNG TWI8210 _ -_i--' - _ _ +`v --- - - -- - Z N 4.SEE PAGE G-003 FOR ALL OTHER FRAMING I. DUCT SHALL TERMINATE TO EXTERIOR {-10 3-O I-q 3'-O �" J J ELEMENTS AROUND DOORS (1YP. FOR ALL) U.O.N. 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY L ff 1. , tl / O 4f , I ---- i �.�. STAIR $ RAILING NOTE: 5. DUCT 51ZE AS PER MANU. H-I (5) TRANSOM TWT1510 � 0 , Lo 2 I. ALL NEW STAIRS SHALL HAVE MAX. 1-5/4" RI 4.DUCT SHALL BE EQUIPPED w/ A BACKDRAFT DAMPER __ ,,_;,_;_„ 0 --- - _- a OPENINGS - .. 8 MIN. 10" Tr - RISERS SHALL BE CLOSED 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN - I (5) - DOUBLE-HUNG TW3442 3'-h 1"' 4`-¢ 3'-5 4'-4 � -� O 2. 42' HIGH GUARDRAIL # SPINDLE SPACING CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO - ?� F �"_W_.µ_ A YY�- _ -' -- - NOT TO ALLOW PASSAGE OF A 4" 4) SPHERE; CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM �} 56" HIGH HANDRAIL 4 SPINDLE SPACING NOT SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO TRANSOM WTR3415- 3-b 8 TO ALLOW PASSAGE OF A 4" (P SPHERE EXCEED FEET AND SHALL BE LISTED AND LABELED t_ _ . . - 5. GRIPPABLE RAIL AS PER CODE IN ACCORDANCE WITH UL 2155A. _ _ r W 6.EXHAUST DUCTS SHALL BE MIN 0.016 THK RIGID J (4) DOUBLE-HUNG 5 4-4 J WOOD FRAME STAIR: METAL w/ SMOOTH INTERIOR SURFACES WITH JOINTS it - S ® {. SEE NOTE ABOVE FOR STAIR b RAILING INFO. RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST ,_ , _ T 0 2 O i - J-1 0) TRANSOM WTR21015 ! 3-0 I `7 2.RAILINGS SHALL BE WOOD OR PVC. DUCTS SHALL NOT BE CONNECTED WITH SHEET-METALLu I LOCATION LENGTH SHALL NOT EXCEED TO THE WALL OR ROOF TERMINATION. THE -1. MAX. 25 FT FROM DRYER K (6) GLIDING BASEMENT _ I , MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 - - -- - -- = J SMOKE DETECTOR / GO DETECTOR NOTES: J J O I. CONTRACTOR SHALL PROVIDE GORE COMPLIANT FEET FOR EACH 45° BEND AND 5 FEET FOR EACH ES U _ J SMOKE /CARBON MONOXIDE COMBINATION DETECTOR NOT INCLUDE END. THE A HE X. ETRAN51T ON DUCT.NGTH OF THE RUST DUCT DOES Q HARD WIRED TO EACH OTHER w/BATTERY BACKUP. 2.INSTALL ALL AS PER MANU. 5.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR ELECTRICAL METER: IN COMPLIANCE WITH LOCAL CODE O 12'-I" 26'-q"-- ---- �. '°• NEW ELEC. METER AS PER NY5 MEGH. CODE, 3 LL UTILITY GO. STANDARDS - - OWINDOW NOTE: I. ALL NEW WINDOWS $ DOOR5 SHALL BE ANDERSEN ELECTRICAL PANEL: 400 SERIES CASEMENT, DOUI3LEHUNG, OR GLIDING O NEW ELECTRICAL PANEL LOCATION;ALL (AS NOTED); INSTALL AS PER MANU. SPEC.'S. FOR INSTALLATION AS PER NY5 ELECTRICAL CODE NATURAL LIGHT 4 VENTILATION SUBSTITUTIONS, SEE NOTE #q IN "GLASS WINDOWS (HABITABLE SPACE) AND DOORS" ON PAGE 6-002 IF CASEMENT NEW ATTIC ACCESS - PULL DOWN STAIR: WINDOW5 - ALL 05MNT WNDV45 SHALL HAVE g I. MIN. 550 # CAPACITY STRAIGHT ARM HINGE WHEN O 2.51ZE TO FIT MECH. EQUIP. THROUGH I 1 b'-2y2" 2" FLOOR AREA 245 S.F. 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDWS TO BE OPENING (MIN. 22"x5O") I O TILT ASH 5.1 HR FIRE RATED % REC2. S.F. PROV.W GI `I GI `i G-I `I 3.ALL GLAZING WITHIN IS' OF I=F TO BE TEMP. GL. 4.DBL. FRAMING WHEN NEW OPENING _ 4.5EE PAGE 0-005 FOR FRAMING ELEMENTS AROUND 5. INSTALL AS PER MANU. SPEC.'S LIGHTING;MIN. 5% WINDOW5 (TYP. FOR ALL) U.O.N. b.CONSULT H.O. FOR PRECISE LOCATION OF FLOOR AREA Iq.b S.F. 48.1 S.F. _ _ I (4) RI ® t 6' A `m VENTILATION;NOT 8.8 S.F. 34.6 S.F. - - - - -- --- - OF ACCESS EGRESS NOTE: _ MASTER NE�y I O ' LE55 THAN 45% OF E IN COMPLIANCE WITH NEW YORk. STATE BUILDING NE�y EXHAUST FAN AS PER NY5 MECH. ,- , SITTING ROOM (3),Tr ® t l0"; UP MIN. GLAZED AREA GORE, SECTION R310.2.1;THE FOLLOWING MEANS OF O CODE; INSTALL AS PER MANU. SPECS O 1-I 114 S.F. 2¢xb� m 4 REQUIRED 1} j EGRESS SHALL BE FOLLOWED: - - I8,`q, I: } I _ . .....__ II ._ ._.._.._.._.___._.___ D }I L._.._..._.._......_....._... 11 NATURAL LIGHT $ VENTILATION NET CLEAR OPENING........... 5.'1 S.F. , NET CLEAR HEIGHT............... 24 MINIMUM ,O f (HABITABLE SPACE) NET CLEAR WIDTH................. 20' MINIMUM I FLOOR AREA 3q 7 S.F. !P ILji I I % REO. S.F. PROV. j MASTER ! I l ! 4'x4'-6" LIGHTING; MIN. 5% BATHROOM 3 2¢xb$ BEDROOM I 4 !__._.._..___.._._. _-_ _ _-_- _ _..._......_..____-_II " OF FLOOR AREA 31.8 S.F. 125.4 S.F. O MASTER 1 3 _... .; . _..................._._.... ' A -ry _ SHOWER TILE - - I2._O...I k VENTILATION,NOT ® ® SM/GO I LE55 THAN 45% OF ! m 14.5 S.F. 125.4 S.F. - �C, 4 G 4 �`J' 4 ' I MIN. REC�UIREDA -- -- I. � q I I i! W (V ry } z i 4'-0" 14'-4"-- I I'-by2" 3'-O" VENT G N ;�p LAUNDRY 3 x6 f- BIFOLD = w WALK-IN T 4 3 GL_ � Li 0 - U I III I SM/CO ----- --- G BEDROOM = to Q _j > GL. to ---- 140 S.F. 4 I I O I a� I atl' til , 42" V. _ Q T G 3-O x - BATHROOM OO M I I -PO TENTIAL STORA J-I I.p -TILE- I NEW 12,000 BTU D GT LESS PROJECT. s� I Q NATURAL LIGHT VENTILATION 4 ! N SM/GO 2¢x6$ Q ��� MINI SPLIT SYSTEM. (HABITABLE SPACE) 2 �� CONNECT LINE AS REOID -------- , FROM A/G GOND _ MAY'MCDON N ELL FLOOR AREA 140 S.F. -_ - L Q a A-401 HALL_ AY 3 INSULATEDRESIDENCE 1 .p (I6) RI t-1.5' Eyy .0 2 RI ® t b" BEDROOM 5 �t N ( )GL. _ 1 A AY NEW % REO. S.F. PROV. I , H LLW n (15) Tr ® t 10" DN � in (I) Tr ® t 10" UP � 3q-i S.F. GL. � LIGHTING;MIN. 5% SM/CO SM/GO , OF FLOOR AREA 11.2 S.F. 5b.0 S.F. - - -- - VENTILATION;NOT 400 PLEASANT PLACE LESS THAN 45% OF 5.0 S.F. 56.0 S.F. - p_.. 6'_OII 211xb$ 2(2xb$ bl_OII O MIN. GLAZED AREA , GL.REQUIRED I GL SOUTHOLDf N -POTENTIAL NY 11.971 - LJ 412xbtSLDR49xbaSLDR 5M/CO �Ju u DRAWING TITLE: 5'x4' ! a �'I a PROPOSED SECOND FLOOR PLAN SHOWER SM/GO GL. N O � `S1 k a OX N BEDROOM 3 �f� Q BEDROOM 4 114 S.F. dA U �.11J � IOb S.F. ' x BATHROOM 5 x O N', _TILE- y A-501 A-3o1 PAGE: A A - -- > > G G sE G c4 I m � � '� J /` 12'-0" A 4 A 4 A 4 A 4 NATURAL LIGHT 4 VENTILATION 4'-O" 5'-6" 5'-6" 5'-6" 5'-b" 4'-O" (HABITABLE SPACE) d DATE: 06/09/21 7 OF 19 NATURAL LIGHT VENTILATION O'-6° 7'-0° Io'-6" I6'-O" _ 3'-0" (HABITABLE SPACE) FLOOR AREA 106 S.F. FLOOR AREA 114 S.F. % REO. S.F. PROV. LIGHTING;MIN. 5% % REa. S.F. PROV. OF FLOOR AREA 55 S.F. 16.6 S.F. LIGHTING;MIN. 8% VENTILATION;NOT 3 8 S.F. Ib.b S.F. ' 'r q-I S.F. Ib.b S.F. LESS THAN 45% OF --- . OF FLOOR AREA GLAZED AREA VENTILATION;NOT MIN. REQUIRED LE55 THAN 45% OF 4.1 S.F. I6.6 S.F. ' " MIN. GLAZED AREA 5'-3y2" 30-O 14'-0" 24'-O" l REQUIRED I -75 s 0 5 10 a t� G G ` I .Op � fi=RO�'OSEI� J5�OI V� FLOOR PLAN GRAPHIC SCALE 1�4"=1'-0" � t� � SCALE: 1�4° 1,402 S.E. HABITABLE SF�4GE; 1,402 S.E. GROSS AREA = I'-all EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT L Z O WOOD FRAME (L.O. 5TL. 04 WHEN APPLICABLE) J EXISTING TO REMAIN W NEW WOOD FRAME (L.O. NEW FOUNDATION WALL a . w >_ ST . WHEN APPLIGP�BLE L ) �, Z NEW I-HR FIRE RATED ❑ MIN. (2) 2"x4" STRUCTURAL = Z WOOD FRAME (L.O. 5TL. POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL J �1— L'7 _s!t POST FOR 6" WALLS), U.O.N. O O NEW 2-HR FIRE RATED O O O WOOD FRAME (L.O. 5TL. C- Lo m WHEN APPLICABLE) Z cf' m O H � Z � a w J J m Z C9 � ri O Z >: � Zri N V- uj0 N Ln rq O y P � U o_ w _ D H _ € J 4"x5" ALUM.% kt J DOWNSPOUT l 5:12 PITCH a:12 PITCH (TYP) — — — — — — — — — — — — — — — — — — — — TYPICAL CRICKET: b"x5" ALUM. 6:12 PITCH 6:12 PITCH IJ 'Ili 2"x4" FRAMING ® 16" O.G.; ICE GUTTER (TYP) SHIELD LAPPED IS" IN ALL DIRECTIONS d FULLY FLASH I GUTTER HIGH POINT (Tl'P) TYPICAL CRICKET: 2"x4" FRAMING ® 16' O.G.; ICE SHIELD LAPPED IV' IN ALL j DIRECTIONS 4 FULLY FLASH I j SEE 4 x5 ALUM. 4 x3' ALUM. DOWNSPOUT DOWNSPOUT FOUNDATION = I� i I _ PLAN NOTE (TYP.) (TYPJ i 13 IL j OL POINT(TYP) =- - _ — — — — — — — — — — — — — j Q N R (V I I I I I I Z I I t 1 I I' GUTTER HIGH > ! �- POINT(TYP) I i I T' ' I W II ' p 4"x5" ALUM. \Vx5" ALUM. Q DOWNSPOUT I I (TYP.) 4"x5" ALUM. DOWNSPOUT GUTTER (TYP) (TYP-) GUTTER HIGH PROJECT:GUTTER HIGH POINT (TYP.) POINT (TfF) MAY-MCDOI"'Y'IVELL I, 4:12PITGHII � -- - - - - - - - - - - - - I 12:12 PITCH 12:12 PITCH II I RESIDENCE 5:12 PITCH 5:12 PITCH <( w A-501 A - - -- - - - - - -- - - - 400 PLEASANT PLACE A I II SOUTHOLD, NY 11971 4"x3" ALUM. DOWNSPOUT (TYP) DRAWING TITLE: to 4"xV ALUM. ;, 4"xV ALUM. ° PROPOSED ROOF PLAN DOWNSPOUT DOWNSPOUT d (TYP) D (TYP) UJ ry O - - �} PAGE: \&"xV ALUM. 4"xV ALUM. GUTTER HIGH GUTTER (TYP) DOWNSPOUT 1 A-100"'L 4 0 C) POINT(TYP) (TY!") DATE: 06/09/21 8 0 F 19 0 5 10 20 FROFOSEI�) ROOF PLAN GRAPHIC SCALE 1/4"=1'-0" OF .t 5 ELEVATION5 NOTE5 NEPq ROOFINO: 1. SEE NOTE a SECTION LLJ Z 0 2. ROOFINO To MATCH EXIST. COLOR 4 57YLE 5r '(9AF' LjLj CN (OR FOUAL) (MIN 50 YR. INARPLANTY) ... .... Tq ..... ...... . ..... . ... .......... . ............................... uj NEN CRICKET (TYP.): ......... ..... ..... . .......... ..... ....... -.......... ........ . ......... �.........=,= r.. ............ uj >_ Vx4" FRAMINO a W' O.C.;PROVIDE ICE SHIELD ------ ............. .... ........ .. .. ......... ......... ........ ... ...................... --­-­ ........ LAPPED 15" IN ALL DIRECTIONS 4 FULLY FLASH. ............. .............................. . ...... ............. ........ F_ ............. ......... ........... .... . ...ll NEV4 51DINO 12 ......... ---___ ...... ........... .......... ................. ........... SEE NOTE a SECTION �...................... ... . ........... .......... ........... ........... .............. F- Lo ........ .................. ............... ........ ...... - ------­ ­----------­­-- .......... NEN k4INDOV4(5) ......... ........... AS PEP, PLAN C) 0 - -------------- ........ 12 _�...........I ...... ............... Lo w -tt m "'n........ NEV4 V400P FRAME STAIR ....... . ......... (D-\ NEkq DRYER VENT: SEE NOTE a PLAN LLJ ............................ ... ............ . ........ ............... ...... .................................. 00 ... ...............NEV4 ELECTRIC METER; INSTALL ........ > FER UTILITY C,0. STANDARDS Z ............. ........ LU 1 DRAINAOE NOTE: z >: MRAINAC7E LEADERS AND -------- ...... 1. CONTRACTOR SHALL EXTF ............. ............. ............ ......... FLOOR DRAINS TO PRY�NELI_5 ................ ------- LL _j c� LLJ 0 A .. ................. ................... -,"........... ................ ................ ............. ................... 401 —---------- 0 ................ ............ .....................NEkq A/C COND. ON NEV4 CONC. SLAB, SEE PLAN 5 Ll T-1 _3 0 NOTE. ............... ......... ........... . ...... ....... NEA HOSE E315 I........... ............... ..................... .......... ........ ................. ................ ........... .......... .......... ....... ......... .... ......... ............. ... ................ ...... . ........ Lu 0 L 05 L 1 ...... .............. ............. Ll 1 L! .......... L ............. ...... L! L H NORTH ELEVATION (FRONT) 50AL E 1/4" 1'-0 Rir�;`or HEIOH —-—-—-—-—- -—-—-—-—- 7 uj........ ................... o ........ ...........w_ .......... ... .................... ..... ............... uj .......... ....................... :............... Q ........... .............- -­­­­- k......... nm, PROJECT: ...... ---_- I j.......... MAY-MCDONNELL .................. ... .......... RESIDENCE ...... ............. 4 I.......... ...... .......... .......... ........... ............................ ................... 400 PLEASANT PLACE A SOUTHOLD, NY 11971 F .......... I; DRAWING TITLE: BEOONn FLOOR (TOV4EF .......... Z .............. FLE\/. +2(ob PROPOSED EXTERIOR ELEVATIONS ............ SECOND FLOO�F�, ............ IL +24b ........... SECOND FLOOR (ABo\/E rARArE) PAGE: . ................ t ELEV. +21.q' Al A] -A E TA r L tL A-;e ........... .......... ........ ... FIRST FLOOR 4 TO�^ER FL.($ DATE: 06/09/21 9 OF 19 .................. . ............... 11,.......... r1ARA5E SLAB FLEV. +10.6 .................. AVERAOE ORADE ELEV. +q.2 NEST ELEVATION (RIOHT SIDE) z SCALE: 114" I'-V BASEMENT FLOOR ELE\/. +5.6 . ) � ELF-VATION5 NOTE5 a- 0) < 0 in, - �,:X� ­I_1 __�,__. .....___,__, , . t= (7) �, I-�.i.........7ti", �......"I'�'l""Il""-"",�'I'l�""."""..%��", �,,-�,�,--�,,�,,�,�',",',",'=",n"""","', ............... , , ..... -11,11,111,11". . NEV4 ROOFINO: ,—,,,,- " I "I'l""I'll"-"",,�""",,-,-I ..... " - -" ,"'tt", - ­-_7",,­'t,i,,­...........�,,,­�,,A,,,�­','_`tt­',­ �_','Al'I" ` "i"'A"""""""t"­:,,"""" "", �":A",,,,,,,-�,_1111-111,1111.1,,i,�"_, a �,ii _-,-­,,,,�,�..........� , � I 11- ­.. 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'7 � ­ ......__ -- ­11",111�11�i­­ "� "", - _­___1_1_11."I�,� \ I �__ .�L _­,ui....__11�I 11-111-- ­_, ... ,:­A'A'A­� V," , �111_­­ --, , , ,il ,il ,il ,, , ,il -I I .1- - __ I , Z­�-�,­, w . , , , , , , , , . ......... - - ­1­1111 _ _ _ _ _ _ _ _ _ ': , - - ,,,, __=__.1­___'1­1____­�­.......­111 -1- , ­­­­11 -,"I'l___ ,__ , � , , , , , , , , , "", ....... __.. I, ____ 1111-11­1_1­1­1 __1 1 NEA CRICKET (T`rP.): ����"""""""�-�...-.�,�,,�=-,-��-­­,, -,-� , __', _ , ,_­1_­11'1_11`_'_, _,_111x= 't"i.......�`,­,,� `� _i� ���,,-�,,-,,,�F,�,,�,,�,,--��,,,,, t=z:,_-�_. 2 ­­ "& 1 m Uw >: _.....�.........x.......��_ __, '.=,, ", ....._�..... 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TOP PLATE J Z • 2" FOAM INSULATION W/ R-13 BATT INSULATION (R-27) r`t SECOND FLOOR • 5/5" GYPSUM BD. WALL FINISH 12 € ) LL lJJ 41 Lo cr- ri Lo O NEW SIDING NOTE (TYP.): RR P € ` I! t I. INSTALL NEW CEDAR SHAKE 51DIN5 8 VERTICAL BOARD d BATTEN _>IDINO G.J. _ c F.J. A5 PER PLANS 2.15# BUILDING FELT PAPER (OR EQUAL) I 5.INSTALL ALL AS PER MANU. SPEG.'s j _, I ._ 4.PROVIDE ALL NECESSARY AZEK TRIM FOR 1 ; " PROPER INSTALLATION ! € ! i I L11 5. SIDING SHALL EXTEND TO TOP OF ., I ...__.............._ FOUNDATION WALL I 3 .._.... ....... € FIRST FLOOR i ' -::::- F I I F- [E I I NEW 4" THK. P. GONG. SLAB REINFORCED PER PLAN NOTES p OLu O bX6 FLOOR POST i COVERED 4 - ENTRY E; NEN PORCH TYPICAL FLOOR GO STR GT O MUDROOM " i` j € y 3/4' GDXPLYWD T$6 5HEATTHING (BLOGKIN5 i. f � .0. .�_ I II Q ALL PLYWD SEAMS) _.. • F.-J. AS NOTED ON PLANS (® SPANS OVER 8' F °• ~ s i:..•� INSTALL "X" BRIDGING ® CENTER OF SPAN, III t 1-4 I I I E I U.O.N.) P.T. RIM JOIST _..._......__.._.__......:. :t< F.J. A5 PER PLANE, II .}........................._................._............-__..._._....__......,,' ,.�. PROVIDE R-30 BATT INSULATION WHERE P.T. DECK JOISTS " �'c P.T. DECK JOISTS I 3' AT RIM J015T BASEMENT 5 NOT D; O E O BASEMENT WALL FRAMING: DBL. 51RDER • 2"x4" P.T. STUD WALL 16" O.G. AS PER PLAN PITCH ... '...��t E a.. • R-13 BATT INSULATION W/ MOISTER BARRIER • " GYPSUM WALL BOARD FINISH _ BASEMENT d) NEW GYM i°_;` PITCH GRADE_ J 1i O z I m I I it I I SECTION G-G / A-502 I I i I I i I I I ( i I I I i I I I I RIDGE A5 PER PLANS i? €. ww t. i I 2 I o Ili I II I NEW 2X5 DEL HEADER ABOVE PROJECT: I1 ALL WINDOWS b i III DOORS MAY-MCDONNELL L PLATE RESIDENCE I � 'I PLATE ® WINDOWS. 3 SECOND FLOG 4 BEDR00M -- 400 PLEASANT PLACE SOUTHOLD, NY 11971 F.J. A5 PER PLANS , , . & DRAWING TITLE: GARAGE BUILDING SECTIONS 3 I t I t I 3 " PAGE: A� 0 m nv4jw %now of I } PITCH GRADE- DATE: 06/09/21 12 OF 19 PITCH �-GRADE r SECTION D-D / A-502 SCALE: 1/4" = 1'-0" C>p�N��°�� R (L Q U W Z_ O JLLJ � a w >- HEADERAS SPEC F E1� ON SECURE HANDRAIL TO WALL ON AT LEAST ONE F Z SIDE OF 57AIR IN ACCORDANCE w/MANU. 5PEG.'s; (n PLANS AND NOT PROJECTING MORE THAN 4142" INTO OJ = z PITCHED METAL STAIRWAY;SEE HANDRAIL GRIP SIZES ADJACENT J_ } �. JOIST HANGER BY Lo '51MP5oN' OR EQUAL 5/4"xb" P.T. O Q O F I R5T E I N 15HED ELOOR DECK BOARDS F.T. DECK J0I5T5 ASOTED ON PLANS a Lo ae ----------- z 5/4" x REQ'D LO HEIGHT P.T. RISER _ Q V2" MIN, SPACE BETWEEN 5 4xb P.T. ALL AND HANDRAIL W DECK BOARDS 1 Q LJJ L 2"x BLOCKING ® EA. 3/4° PINE RISER �J STRINGER TO MATCH 51ZE 0 O STANDARDS FOR C RI PPABLE HAND RAIL OF F.T. DECK JOISTS Z O s/4" PINE TREAD J r-I SCALE: N75 FASTEN STRINGER TO �ic Q BLOCKING (MIN. (b Z }• i, FASTENERS) Q Z r•,i 111, = X 7- GRO55 SECTION _ INe MIN. �< ;? HANDRAIL (am) LL W cfl I' ROUNDED NOSING 7-Q CLEARANCE CIRCULAR NON-CIRCULA __ 4" THK. x &" WIDE x WIDTH Ln r-i w/y4" RADIUS Q R O.C. (MIN. 5 STRI I1NOER5 aI6" lu OF STAIR P. GONG. FAD I` LO 4 (NOT INCLUDED IN z �ill EA. STAIRWAY) O TREAD DIMENSION) 411-6 II r J O YJ �2" �411_211 2"xb" P.T. BLOCK IN BETWEEN MIN. METER MAX. EA. 57RIN6ER. FASTENED TO �^( NOTE: P. GONG. PAD w/ Icl/64" x m Q ALL DECKING SHALL BE FASTENED z0 3-I/2" CONCRETE SCREWS BY t' w/ COATED DEGKIN6 5CREW5 BY LiJ "CALIBURN" (OR EQUAL) - MIN. "DECK MATE" (OR EQUAL) T (3) SCREWS PER BLOCK O" MIN. v tu W GRADE GRADE W m U J (5) 2"xl2" STRIN6ERS ® w/ R-21 ' EXTR I OR 1�olOOD STD I R DETAIL a r.am INSULATION, IF UNDERSIDE IS PAGING � `r A-4OI.00 SCALE: 3/4" = I'-011 STORA6E/NON-HABITAL SPACE .µme STOR65E UNDER y2° 6YF. BD. (WHEN APPL I GALBE) EXIST. EXTERIOR TREATED 2"xl2" SILL FOR CONTACT SHEATHING w/GONG. (IF APPLICABLE) - EXIST. 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ROOF CONSTRUCTION Z PER BETE ER6Y TABEE SHEAR, PAGE LATERA003 L RESISTANCE"ESTUD ———————————t—— (SEE SECTION NOTES) N (WHEN APPLICABLE) I N -1 LEDOER C.,0N EC-710N DF-TA I L ——————— —— I —— I —— '51MFSON' H2 53A �5 A-40I.00 U FLOOR SYSTEM AS OTED ON PLAN NEW (2) 2"xb" P.T.PSILL I NL PLATESGO PER I' Rk Tr=' TIE R SCALE: I" = I'-O° - - - - --- + - -- ------ UPON SILL SEAL UPON I w - - NEW 5/8 (P HOOKED ANCHOR # 1 R SHIELD 5 REBAR (TYP.) 4 II � BOLTS ® 3q" O.G. w/ 5" SQUARE #5 BENT u; WASHER 4 ENDNUT REBAR (TYF.J 1 I H I G.J. AS PER PLAN Lj FASCIA BOARD = z � I I PROJECT:I BEAM A5 PER PLAN ,I I I�iAV-MCDONNELL #4 HOOKED VERT. I ES I D E C E REBAR ® 4Fs" O.G. <�II I "SIMPSUN" PG64 (FOR 5 FLY BM) NEW "SIMPSON" LU526 11 "51MF50N" BG52-2/4 GALVANIZED JOIST HANGER _ II fi (FOR 2 FLY BM) �I « CORNER CONNECT I ON ---- -- - -- -.-- -- -- ---- II �400 PLEASANT PLACE 91, GRADE SOUTHOLD, NY 11971 III E I I #5 REBAR (TYP.) 2'-0" LAP r.Y '_......._I ...._'...X (TYP.) DRAWING TITLE: DESIGN DETAILS P. 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P05T w/ OVERSIZED 0- m m BOARDS P.T. D.J. AS = z —WASHERS b END NUT PREBORED P.T. D.J. AS = z —WA5HER5 d END NUT PRE50RED �' m PER PLAN tV- INTO BEAM, POST, DECK TIE 8 PER PLAN N- INTO BEAM, POST, DECK TIE $ Z RIM BOARD ASSEMBELY k RIM BOARD ASSEMBELY O z"r P.T. BEAM AS NOTED z— P.T. BEAM AS NOTED O cV SOLID BLOCK ® I2" O.G. iv SOLID BLOCK ® 12" O.G. Z (2) 1/2"0 HOT DIPPED GALV. W BOLTS ® EA. P05T w/OVERSIZED (2) 51MP50N DJT14Z (1) 1/2"Q H.D. GALV. THRU (2) SIMP50N DJT14Z (1) 1/2"0 H.D. GALV. THRU Q ' J P.T. WASHERS d END NUT PREBORED DECK JO15T TIE 0 BOLT w/ OVERSIZED WASHER DEGK JOIST TIE a BOLT w/ OVERSIZED WASHER OO PER PLAN cV INTO BEAM, POST, DECK TIE 8 EA. F05T END NUT PREBORED INTO EA. P05T 8 END NUT PREBORED INTO O RIM BOARD ASSEMBELY P05T d DECK JOIST TIE POST 8 DECK .JOIST TIE Z P.T. BEAM AS NOTED "SIMPSON" ABA44 "SIMPSON" Ai3A44 ,J TA z ® COLUMN BASE ® COLUMN BASC O cV SOLID BLOCK ® 12" O.G. - - ry 4"x4" P.T. POST GRADE4"x4" P.T. P05T (2) SIMP50N DJTI4-Z (1) 1/2"(P H.D. GALV. THRU GRADE z Q z � DECK JOIST TIE ® BOLT w/ OVERSIZED WASHER II ""� II _J cV EA. POST +E END NUT PREBORED INTO POST 4 DECK -JOIST TIE 12"0 'SONOTUBE' FILLED II 12"9 'SONG UBE' FILLED Ij W Lo m rI "SIMPSON" ABA44 SOLID w/ P. GONG. �lJn SOLID w/ P. CO NC. �Un N m m ® COLUMN BASF° (MIN. 4,000 PSI) II II z (MIN. 4,00C Psi) II I I z cV 4"x4" P.T. POST II II 11 lj O _j O GRADE NEW (2) #5 I NFW (2) #5 O If BENT REBAR BL=NT REBAF 12"(P 'SONOTUBE' FILLED II NEW (2) #5 it it NEW (3) #5 \ II J1 W SOLID w/ P. GONG. 11 1 II I1 HOR. R_:5AR I (MIN. 4,000 P51) z HOR. REBAR II II j 11 m NEW IS"x18"xl2" NEW 24"x24"r.12" ; DEEP P. GONG. PAD II II DEEP P. GONG. PAD II II U FTC. (MIN. 4,000 PSI) II II FTC-. (MIN. 4,000 P51) W I I F- I I T J1 m U ;: J EXTERIOR 1 OOD DECX I7ETA I L EXTERIOR NOOD DETAIL EX T'IZR I OR AO000 l�)EG< DETA I L A-402.0 SCALE: 5/4" = 1'-0" A-402.0 SCALE: „ SCALE: 5/4" = I'—O" w. (4) 3/8" H.D.G. LAG BOLTS (PREDRI LLED) FLOOR SYSTEM AS NOTED ON PLAN I\ NEW 5TL. GAP PL. 'A' FLOOR WOOD BEAM WELDED TO COL.;SEE AS NOTED ON PLAN „ GAP PL. DETAILS 3/& THK. PL. NEW 5-1/2" D.D. SGH 40 / I 5/8 THK. H.D.GALV. PL. NEW BASE PLATE 'A' HOT DIP GALV. STL. COL. I n 1 WELDED TO COL.;SEE (ASTM A125) AS PER BASE PL. DETAILS FOR i FOUND. PLAN BY SIMS GAP PLATE A STEEL (OR EQUAL) ' ' BOLTING NEW 4" P. PROVIDE COLD JOINT I GONG. SLAB FOR CONNECTION OF 5TL. COL. TO (2) 1-3/4" WIDE � 1 AT GONG. SEAMS (TYP.) LVL LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER ; N .z CJ Z uj 4" GRAVEL BASE \ I .._._ /NEW (3) #5 HOR. (4) 3/8 H.D.G. LAG REBAR UPON (3) #5 BOLTS (PREDRILLED) J I I NEW 24"x24"xl2" HOR. REBAR (6 TOTAL) --- -- - - --- - - -- L DEEP P. GONG. PAD w FTC. (MIN. 4,000 PSI) �_- °..__.,__,_,,,,__„ ,,{ COMPACTED FILL STEEL c:OL. 24"x24"x12 " FOOTINO DETAIL A-402.0 SCALE: 3/4" = I'—Oil �-- 3/8" THK. PL. � 3/8" THK. H.D. PROJECT: p/� ii2 �4 GALV. PL. MAY-MCDONNELL � 1 GAP PLATE 'B' R ES I D E N C E I FOR CONNECTION OF STL. COL. TO (5) I-3/4" WIDE LVL LUMBER OR (5) 2" WIDE OR (4) 2"x WIDE FLOOR SYSTEM AS -- - DIMENSIONAL LUMBER OR 5.25" WIDE PSL 400 PLEASANT PLACE ' NOTED ON PLAN LD, NY 11971. NEW STL. G.AP PL. 'A' FLOOR WOOD BEAM AS NOTED ON PLAN WELDED TO COL.;SEE GAP PL. DETAILS NEW 5-1/2" O.D. SGH 40 --- -- - TITL-E:-- - - HOT DIP GALV. 5TL. COL. NEW BASE PLATE 'A' (A5TM A125) AS PER 8 DESIGN DETAILS WELDED TO COL.;SEE FOUND. PLAN BY SIMS BASE PL. DETAILS FOR STEEL (OR EQUAL) BOLTING NEW 4" P. PROVIDE GOLD JOINT GONG. SLAB AT GONG. SEAMS (TYP) /4 PAGE: 3-1/2" O.D. SGH. 40 HOT ..,,.: DIP GALV. STL. COL. ju .� i r �: rc ;c� _�-�• AST AI23) AS PER �.. ._•..,.. ' ��: :,r ,Y_...M ,,,,W.'/ — — PLAN WELDED TOP . " 1 / 4' GRAVEL BASE --...-. --- ---=--=------- _ E r STL. B SE THK. - � y _ COMPACTED FILLC)��\ � 5TL. BASE PL. NEW 42"x42"xl8" (b) #5 HOR. REBAR DATE: 06/09/21 14 OF 19 DEEP P. GONG. PADS - _ ____„_,_ __,,.,,.,_,,,,..,,,_„_,_ ,�,,.,,.._,,,_, J (4) I/2" HOOKED ANCHOR _vv.,_,,,__.,..._.. ': UPON W #5 HOR. FTC. (MIN. 4p00 P51) I,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,,,, 1 „ .. e � � � / REBAR (12 TOTAL) BOLTS EMBEDDED INTO -- . FOOTING MIN. 4" W/ OVER5IZED 3 I .......... ................. 1 ..........................., i ....... —_._._____._ _ WASHER AND END NUT SETUP j I E _ _ I I d I � f PROVIDE 5" (MIN) GONG. COVER BASE PLATE 'A' OF ALL REBAR WITHIN P. GONG. FOUND. WALLS d P. GONG. FTG'S. STEEL COL. 42 "X42 "x 18 " FOOT I NO :"�ETAI L I STEEL COL. CAf= BASE FLATS DETAILS SCALE: 3/4" = 1'-0" A-402.0 SCALE: 3" = I'—O" ------ -------- _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT „ W ,:. Z O WOOD FRAME (L.G. 5%. W N EXISTING TO REMAIN WHEN APPLICABLE) � J W � NEW WOOD FRAME (L.G. NEW FOUNDATION WALL Q W >- WHEN APP ICABLE STL. APPLICABLE) � Z NEW I-HR FIRE RATED ❑ MIN. (2) 2"x4" STRUCTURAL P057 FOR 4" WALLS O J C> WOOD FRAME (L.G. STL. WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL LoO POST FOR b" WALLS), U.O.N. a) NEW 2-HR FIRE RATED O O O WOOD FRAME (L.G. STL. o- Lo m WHEN APPLICABLE) }- "t m Z O Z cr Q W J STRUCTURAL PLAN NOTES J 00 SINGLE SPAN STRUCTURAL MEMBER: Z O O STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS J 'H Tj ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY X-i O ABOVE INDICATED POSTS. PROVIDE 51MP50N H55.50,/11.55, BA3.56/II.88, OR BA O2 1.51/11b95 HANGER AT INDICATED BEAM CONNECTION (PER m Z BEAM WIDTH);WELD HANGER TO STEEL BEAM PER cV LL W fl MANUFACTURER SPECIFICATIONS (SEE 201q 51MP50N STRONG-TIE WOOD CONSTRUCTION CONNECTORS PAGES (t r-I 162-164 3 BULLETIN "T-C-WELDUPLFTIq". I` = Lo JOIST HANGERS (STEEL FLUSH BEAM): O O O PROVIDE SIMPSON BAI.51/1lbe, TOP FLANGE JOIST HANGER ® EACH F.J. U.O.N. WELD HANOER5 TO STEEL BEAM PER ll-U3 MANUFACTURER SPECIFICATIONS (SEE 201q 51MPSON CASTRONG-TIE WOOD CONSTRUCTION CONNECTORS PAGES W 162-164 4 BULLETIN "T-G-WELDUPLFTIcI". (2) 2"xI0" P.T. (2) 2"xl0" P.T. (2J :2"x P.T. (2) 2"xl0" P.T. (r JOIST HANGERS (STEEL FLUSH BEAM): DROPPED BM. DROPPED BM. DROPPED BM_ DROPPED BM. �— — --8 — — — —� F— O PROVIDE SIMP50N BA3.56/11.58 TOP FLANGE JOINT HANGER (� ® EACH F.J. U.O.N. WELD HANGERS TO STEEL BEAM PER LJJ MANUFACTURER SPECIFICATIONS (SEE 201q SIMP50N ? H 5TRON6-TIE WOOD CONSTRUCTION CONNECTORS PAGE5 p v 00 _ 162-164 # BULLETIN "T-G-WELDUPLFTI9". OJOIST HANGERS (WOOD' FLUSH BEAM): PROVIDE SIMPSON MIUIX51/11 FACE MOUNT HANGER ® EACH x ® x ® Q F.J. (U.O.N) PER MANUFACTURER SPECIFICATIONS JOIST HANGERS (WOOD FLUSH BEAM): O PROVIDE SIMPSON MIU3.5b/II FACE MOUNT HANGER ® EACH F.J. (U.O.N) PER MANUFACTURER SPECIFICATIONS 15 D o TYP. STL. COL.: II-,/8" TJI 110 y O - - - - - - - - - - [� 3-I/2" O.D. SGH 40 HOT DIP GALV. STL. COL. (ASTM AI23) �� F.J. ® I6" O.G. - - • , " BY 51M5 STEEL (OR EQUAL) STORAGE r�Nj ID - - -- - -- - -- -- -- UNHEATED m �6 UNFINISHED 24"x24"xI2" DEEP P. GONG. PAD FOOTING in 0 A5 PER DETAIL 10/A-402. I I I r, •� I i cw10 II-1/8" TJI 560 f F.J. ® IG O.C. SB 42"x42"x18" DEEP P. GONG. PAD FOOTING 1 6 GREENHOUSE AS PER DETAIL II/A-402. 7 ~SLAB ON 6RADE- Q - (DE5!GN BY OTHERS) WOOD DECK FOUNDATION 50NOTUBE ONLY): � I qA 4 x4' P.T. P05T UPON 12'0 P. GONG. PIER AS PER DETAIL 2/A-402 15 Q ! I I WOOD DECK FOUNDATION (1.5"x18"xl2" FTC): a z LOCATE 5TL. COL. O `� O � II DEEP P. GONG. PAD FOOTING AS PER DETAIL 8/A-402. STL. COL. AT EDGE OF IL SB qB 4'x4" P.T. POST UPON 12'(P P. GONG. PIER UPON 18 x18 x12 m- DIRECTLY BENEATH r (V 0 —I•—4 - - _ j B - 12 - - -- -- - - -- - --- - - - WOOD DECK FOUNDATION (24"x24"xI2" FTC): 2 2"x8" P.T. 2 2"x8" P.T. INTERIOR WALL ABOVE -. qG 4 x4 P.T. POST UPON 12 0 P. GONG. PIER UPON 24 x24 x12 13 O O DEEP P. GONG. PAD FOOTING AS PER DETAIL q/A-402. RECREATION DROPPED BM. qB DROPPED BM. � 1 qA Q 7 ROOM BAR 14 14 10 24"xI2" DEEP P. GONG. CONTINUOUS FOOTING Q p V 10 2"xb" O AS PER NOTED DETAIL (T)'PJ O x I �� x � _ N II-,/8" TJI 110 d� II-,/8" TJI 560 13 x G R BOA"ZD ® EXT. DECK: - (L II TYPICAL LED E rj F.J. ® Ib" O.G. - F.J. ® I6" O.G. II I. (1) 2 x P.T. BD. TO MATCH DEPTH OF JOISTS 5 x 6 2. SECURED w/ (2) 5/5" d) x 5' LONG H.D. GAL. LAG m BOLTS ® 16" O.G. - 17 _ - qA 5. INSTALL H.D. GALV. JOIST HANOER5 BY '51MP5ON' (OR m EQUAL) p 8B 4. PROVIDE FLASHING TUCKED UNDERNEATH SIDING 8 (3) 2"xl0" P.T. HDR BENT OVER TOP EDGE OF LEDGER BD. 12 N 5. SEE NOTED DETAIL 10 1- x O 2.0> LVL FLUSH rin BEAMS w/ S!MP50N 12 BEAM POCKET (TYP.) - MIU 3 L/1I HANGI=RS J 0 j ' --;- - m O 2 GAR - -- ---- - --�- ---- - - ---- (2) 1.,5"x11.675' G.P. 2.OE LVL FLUSH BM. (2) I 'S"x11.015" G.P. 2.OE LVL FLUSH BM. x u1 0 I > TYPICAL P. GONG. FOOTING 4 WALL CONSTRUCTION: 13 (2) 2"xb" P.T. SILL PLATES w/ COPPER TERMITE SHIELD - - - - - GARAGE .. I f ri a O � SLAB ON GRADE �n O � • d SILL SEAL A-4ol NEW�� 11-,/8" TJI 110 --- ANCHOR BOLTS AS PER PAGE 6-005 f GL. F.J. ® Ib" O.G. • P. GONG. FOUND. WALL AS PER DETAIL UPON I ' � GYM j _ w I • P. GONG. FOOTING AS PER DETAIL ® Q • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR xl1.8,5" O.P... ., ... ,..•.� .a . .,kstA---.- 4 .� . «� • B.O. FOOTING 3'-0" BELOW GRADE MIN. (2) 1.,5" 2 1.,5"xll.b,5' G.P. (2) I.�5 x11.8,5" (2) 1.,5"x9.5" .�. (2) I.75"xq.5" IL • 1/2" EXPANSION JOINT V PERIMETER OF SLAB (WHENi ' APPLICABLE) 2.OE LVL DROPPED BM. 2.OE LVL DROPPED BM. -�.F'• 2.OE LV 6.P. 2.OE LVL G.P. 2.OE LVL - I FLUSH BM PROJECT: 15 DROPPED BM. DROPPED SM. j • AIR ENTRAIN P. GONG. FOR PORCHES /PATI05 / I I �� 1 , -- STOOPS (WHEN APPLICABLE) I I �a 7 • MASON To ACCOUNT FOR FINISH STONE ON THIN SET 2'xb" P.T. D.J. I i 1 Y 1�i C D 0 N N E L L FOR HEIGHT OF WALL d: SLAB (WHEN APPLICABLE) ® 16" O.G. \ T MECHANICAL ! /-i =cv d HALLWAY ROOM 13RESIDENCE i4 HOLDOWN: 0` p p v STORAGE p v UNHEATED O w I = p UNHEATED - p UNFINISHED HOLDOWN 'B' AS PER PAGE 6-003 _xl� DRAIN - - - - UNFINISHED ,.•-.• � SLOPE - - - I --- ------------ V' 4�00 PLEASANT PLACE m 15 HOLDOWN: p ® 0 e HOEDOWN 'D' AS PER PAGE 6-003 qG I r � ® r � I I II I I I SOUTHOLD NY 11971 5'—oy2" BATHROOM I I2 r$ I4 f D - - - -- -- -- -- -I J 4 •; (2) 2"xI2" P.T. NO TE: STRUGTURALID SIGNPOF P`OOTI10G5 ASSUMES A SOIL 3 A-301 DROPPED BM. B - - --- DRAWING-TITLE: ---- - . I _ - - - (5) 2�x&" P�T. HDR (5)F. 2"x8 F.T. HDR - (5) 2"X,5" F.T. HD qB (2) PPE BEARING CAPACITY OF LO TONS/S.F. A-4oi R DROPPED BM. PROPOSED STRUCTURAL PLAN p V 12 HEADER P05T FRAMIN(5 NOTE: =ry (3 w 15 ;fl P05T5 FOR DOOR AND W'NDOW HEADERS SHALL FOLLOW p` x 0- z II IS - STANDARD FRAMING GRAPHIC ON PAGE 6-005 UNLESS I�O I�O W ? 1O x NOTED OTHERWI5E. � m p a z p V p V _ cv F- Q 1 0 F O �i O 2"xb" P.T. D.J. ® IL 16" O.G. w/ 51MP50N cv D PAGE: LUS26 HANGERS x 3 x ® (p cu x ® ', DROPPED BM. _' _ DROPPED BM. 17ROPF FTD BM. _ DROPPED BM. (2) 2"xl0" P.T. M FFE P.T, _ _ � _� _ _ DROPPED BM. DROPPED BM. '® (2) 2'xl0 P.T. V 3 (2) 2'xl0' P.T. (_ 2 xI0' P.T, (2) 2"xIO" P.T. qB qB qB qB qG qB DATE: 06/09/21 15 OF 19 I s47, FROPOSED FOUNDAT I ON 57RUGTU ALe PLAN w� SCALE: 1/4" = 1'-0" OE I ` EFRAL SNT,"��50L <ENr : V NEW PARTIAL HEIGHT O ~ O EXISTING TO BE DEMOLISHED W IW = N Z O WOOD FRAME (L.G. STL. WHEN APPLICABLE) J e1 EXISTING TO REMAIN H W NEW WOOD FRAME (L.G. NEW FOUNDATION WALL Q >- W 5TL. WHEN APPLICABLE) Z NEW I-HR FIRE RATED ❑ MIN. (2) 2"x4" STRUCTURAL = Z WOOD FRAME (L.G. 5TL. POST FOR 4" WALLS -j � J WHEN APPLICABLE=) (MIN. (2) 2"xb" STRUCTURAL F-- I.n �< P05T FOR b" WALL5), U.O.N. In O NEW 2-HR FIRE RATED O WOOD FRAME (L.G. 5TL. 0- Lo x WHEN APPLICABLE) }- d' m O a. 57RUGTURAL. PLAN NOTES Q uj OSINGLE SPAN STRUCTURAL MEMBER: 00 STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS J ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY ABOVE INDICATED P05T5. z � � 8 PROVIDE SIMPSON H55.50/I1. 8, BA3.56/II.68,OR BA J � O O2 1.81/Il.ba HANGER AT INDICATED BEAM CONNECTION (PER BEAM DTH)•WELD HANGER TO STEEL BEAM PER Y WI F Qz -I MANUFACTURER SPECIFICATIONS (SEE 20Iq 51MP50N STRONG-TIE WOOD CONSTRUCTION CONNECTORS PAGES 162-164 d BULLETIN "T-G-WELDUPLFTIq". Lo JOIST HANGERS (STEEL FLUSH BEAM): _ (5 O PROVIDE SIMPSON BAI.81/11.ba TOP FLANGE JOIST HANGER ri J ® EACH F.J. U.O.N. WELD HANGERS TO STEEL BEAM PER MANUFACTURER SPECIFICATIONS (SEE 201q 51MP50N STRONG-TIE WOOD CONSTRUCTION CONNECTORS PAGE5 p 162-164 # BULLETIN "T-G-WELOUPLFTIq". - J0I5T HANGERS (STEEL FLUSH BEAM): O PROVIDE SIMPSON BA3.56/11 ba TOP FLANGE J015T HANGER ® EACH F.J. U.O.N. WELD HANGERS TO STEEL BEAM PER H MANUFACTURER SPECIFICATIONS (SEE 201q SIMPSON U STRONG-TIE WOOD CONSTRUCTION CONNECTORS PAGES W 162-164 d BULLETIN "T-G-WELDUPLFTIq". ~ U OJOIST HANGERS (WOOD FLUSH BEAM): _ PECK (> J PROVIDE SIMPSON MIUI.51111 FACE MOUNT HANGER ® EACH (2) 2"x8" HDR F.J. (U.O.N.) PER MANUFACTURER SPECIFICATIONS O6 JOIST HANGERS (WOO:D FLUSH BEAM): PROVIDE 51MP50N MI0.56/II FACE MOUNT HANGER ® EACH XF.J. N.O.N.) PER MANUFACTURER SPEGIFIGATIONS 4 DIP GA V. 5TL. COL. ASTM AI23 Q I I-7/b TJI 110 F.J. ® I6 O.G. 2"x8" HDR (2) 2"xb" HDR 'DF L. O 3-I-I 2' O.D. 5 COL.:40 HOT L ( ) I$ 7 (2) p I - -- - -- BY SIMS STEEL (OR EQU��L) ry SCREEN PORCH 2 I I -- - - t Y 24 x24 xl2 DEEP P. GOhlG. PAD FOOTING _ _ m(2) 1.75lx11.875 G.P. 2.OE LVL FLUSH BM. _ ! x � AS PER DETAIL 10/A-4p2. IN (2) 2"xb" POST NEVj BENEATH P05T TO FLUSH BM. ABOV� 1 j STACKED BENEATH �1 KITCHEN 42"x42"x18" DEEP P. GONG. PAD FOOTING \ �' POST ABOVE j `} II-?/a" TJI 560 F.J. 12" O.G. ry aB AS PER DETAIL II/A-402. \;6,, P� (2) 2 xb POST GREENHOUSE b 2) : HDR \�Q I _ - -; El STRUCTURE BY IQ (J _ _ _ 5TAGKED < BENEATH - - OTHERS WOOD DECK FOUNDA-71ON (50NOTUBE ONLY): \ Q N POST ABOVE qA 4'x4" P.T. P05T UPON 12"m P. GONG. PIER AS PER (TYP-U.N.O.) 2 I I ; DETAIL 2/A-402 I.T5'xi 1.815" G.P. 2.OE LVL FLUSH BM. BROOM WOOD DECK FOUNDA- ION (18 x18 x12 FTC): F.J/®"16TJ1 110 �/ \ xl BENEATH POST TO BATHROOM DOOR HDR 5 qB 4"x4" P.T. P05T UPON 12"0 P. GONG. PIER UPON la"x18"x12" DEEP P. GONG. PAD FOOTING AS PER DETAIL 8/A-402. 0 WOOD DECK FOUNDA-ION (24"x24"x12" FTC): TJI 560 F.J. ® 12" O.G. --- I qG 4"x4" P.T. POST UPON 12"0 P. GONG. PIER UPON 24"x24'x12 - - _ e -7=3 - _ - - DEEP P. GONG. PAD FOOTING AS PER DETAIL q/A-402. (2) I.-i5"x11.8-15' G.P. 2.OE LVL FLUSH BM. (3) I.-15"xll.a-15" G.P. 2.OE LVL FLUSH BM. I (2) 2"xb" � BETE T�+�Bi=DR0-0-177 S€ )CT4�'M Sfr r -BEDRO�-Ohl-WA�CL POST TO II-1/8" TJI 560 -- ' 10 24'xl2 DEEP P. GONG. CONTINUOUS FOOTING FLUSH BM. F.J. ® 16" G. _ AS PER NOTED DETAIL (TYP.) I v II-"1/8" TJI 110 4 I j p Q / 11--1/V'_TJI 560 I � F.J. ® Ib' O.G. 3 F.J. ® 16" O.G. dJ I�, R OARD a EXT. DECK: x DECK 3 2"xb" POST TO 1 NEW TYPICAL LEDGE B > II ( J , _ ._ _ I-► GREAT ROOM ry I' cv LANDING w DINING ROOM FLUSH BM. (5TAGKED N BENEATH PO5T TO ry _ 1 N T VALLEY ABOVE) W12x4o A3b 5TL. FLU-�,H BM. BENEATH -_-- -- - I IV' (5) 2"x4" POST 7 in TO FLUSH BM. O N - In ' p 3 2"xb' HDR x (3) 2"xb" POST I- i - I TO FLUSH BM. I z dJ N 5 dJ 6 6 r11 Z0. x *! E- ry 11--1/8" TJI 110 = nl II-?/S" TJI =60 Q O in�j N i w F.J. ® 16" O.G. x O 2 F.J. a I6" O.G. x N (2) L-15"xll.b75" G.P. 2.OE LVL r� Cn u r w �n N II-7/b" TJI 560 FLUSH BEAMS w SIMPSON - w 4 x4" POST _O O - O 0. cv TO FLUSH BM. c i m F.J. ® I6' O.G. U 1 MIU 3.56/II HANGERS 5 I , " 2 GAR (_ �< 0O Q i w �. x* O O _ I I-7/a" TJI I10 N 1 TO FLUSH 0 T GARAGE �I F.J. a I6 O.G. Lu I II-7/8" TJI 110 (2) 2"x8" ` Ll (5) 2"x4" P05T5 O ® f' MUDROOM/ENTRY F.J. ® I6" O.G. HDR 2 1.75""x11.a75. TO FLUSH BEAMS (2) 2"xl0" G.P. 2.OE LVL HDR (2) 2"x4" P05TS (5) 2"x4" FLU5H BM. ~ Q \ STACKED BENEATH P05T TO m I i PROJECT: 2"x8" G.J. POSTS ABOVE FLUSH BM. . E ® I6" O.G. 5 II-71 - - ;, O z /8" TJI 560 M AY'i C D O'V N E L L ry ( (2) 1.75"x1 M k4l G.P. OFq LVL F.J. ® I6 O.G. RESIDENCE O �j 0 v w s> SLUSH BM w/SIMPSON MIU ' I GL. I �-•---�---_---•� = p = 0 0 F-O 3.56/11 HANGER ® FLUSH BM. 0.r ryIQ[q (5) 2 xl0" HDR Q ►' FAMILY ROOM .o z 4 -- - - -_ �: _i (3) 2 xb POST I ' = 0 ® d1 ® ( OFFICE - - BENEAED Q I= r �' - O U POST TO TH POST TO 400 PLEASANT PLACE m - " - `` -I T# F� FLUSH BM. VALLEY ABOVE �I SOUTHOLD NY 11971 tla I in J O dJ ® (2) 2"xb" n f = I r O f POST TO D -! 0 - It ' ROOF BM. ' X N w = 11 0 (5) 2'xl0 HDR (5) 2 x10' HDR cV IA A-3ol ti - - - _ _- - --- DRAWING TITLE: A-301 -- - -- - -- -- ------------- - 'I I� A I A � (2) 2,�x6�� (2) 2"xa" HDR (2) 2"xa" HDR (2) 2"x " HDR (2) 2"x8" HDR (2) 2"xa" HDR v p POST TO PROPOSED STRUCTURAL PLAN - ROOF BM. i .�.. __ x - (2) 2"x6" - - -- -- ------ - -- POST TO FLUSH BM. W fA x 0 2"xb" G.J. ® I6" N 2 u p y N 0 O.G. w/SIMP50N I^ dJ GOVEREC (ry LU526 HANGERS N ® PORCH o PAGE: N t (2) 2"xl0" BM. _ _ (2) 2"xl0" BM. _ (2) 2"xl0" BM. _ (2) 2"x10" BM. (2) 1.75"xq.5" 6.P. 2.OE LVL BM. as - -- _ - - - - Ot d2h, 0 0 0 DATE: 06/09/21 16 OF 19 <w PROPOSED FIRST FLOOD' STRUGTURAL PLAN '•,�F�; ,; 5GALE.. 1/4" = 1'-0" ,yr7� 0EI ` ERAL I �-150L < I : NEW PARTIAL HEIGHT EXISTING TO BE DEMOLISHED W z N WOOD FRAME (L.G. STL. WHEN APPLICABLE) J ri EXISTING TO REMAIN W r-1 NEW WOOD FRAME (L.G. NEW FOUNDATION WALL Q }; W STL. WHEN APPLICIABLE) Z NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL = Z WOOD FRAME (L.5. 57L. POST FOR 4" WALLS J J WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL F— LD Y POST FOR 6" WALLS), U.O.N. M O NEW 2-HR FIRE RATED O O O WOOD FRAME (L.O. STL. �- Lo cr WHEN APPLICABLI_) O Z � a W J J 00 zM J O = az � crwcNfl Ln nc r1 r- = LO ri J O W <(Uj �>, w (2) 2"x5" HDR ^D GK. B1=LOW � (2) 2"x8" HDR Q MASTER x HDR - --- -- - - I N X m - --- - -- ---- . IdJ SITTING ROOM NI In x ItL x ' _ I E J i POST TO 10-u>1 :�W:;c4, FLUSH BM. ((Q! �6REENHOUSE BELOWN/ 5I G.J. ® U O.G. ^ a 121, O G - - - it - -- - -- -- - - \ (2) 2 xl0 w/ SIMPSON LU528 x ? TO VALLEY 'P HANGERS ® FLUSH BM.S O (2) 2 xb POST FLUSH BM. MASTER/jnI ci p MASTER �, ! BATHROOM 3 N Q BEDROOM I Q .. .._...._.._.____............ I i i F x ry POST TO 1 �I VALLEY ® I 1 I! 2"xl0" G.J. ® 16" O.G. cw� FLUSH BM. --- -- -- - — I, w/ 51MP50N LU528 1 E HANGERS ® FLUSH BM. -- ---- F2F 2 xg -- (2) x8 ' � (3) 2"xl0" HDR OR HDR (5) 2"x4" DOOR HDR (2) 2'x8" - POST TO I DOOR HDR . U.N.O.) (TYP. U.N.O.) (TYP. U.N.O.) FLUSH BM.5 LAUNDRYju 2 Ii p v 00� WALK-IN LZ -DECK BELOW 0 cvz GL. x (2) 2"xb° 2"x8" G.T. P05T TO �10 0 (3) 2"x4" POSTS- N ® VALLEY 16" O.G. ! Ip w 66 zI! -STACKED BENEATH 4 R.R. z BEDROOM N° p -jio® fOSTS TO RIDGES 2 0. x I= N v O cv a I I - I BATHROOM 4 Lu . I M m --- -- o (3) 2"x4" P05T - � ' I I 1 ! a-4oiDALLIAY v o o v v x�m Q w --- - - -- -I---- TO FLUSH BM. V H v _-- GL. — - _ 0 ► 0 BEDROOM 5 GL. - - I HALLWAY - _ cv zh p n�woa ', w (2) 2"x4" POST TO cV ® ° iv ® iv ® m Q VALLEY ABOVE- p p FLUSH BM. 170T POSTxTO GL. (2) 2"x4" POST TO VALLEY ABOVE (3) 2"x4" xx GL. PROJECT: FLUSH BM. ' POST TO ry Q' FLUSH BM. MAY-MCDONNELL ILI RESIDENCE 2"xl0" G.T. Q 2"xl0" G.T. 2"x3" G.T. ® 12" O.G. ® 12" O.G. ° 4�00 PLEASANT PLACE BEDROOM 3 ® o 4 BEDROOM 4 y BATHROOM� � � o posr ro SOUTHOLD, NY 11971 VALLEY A-501 j A-301 R.R. __ (_3) 2"xIOC_' HDR ! A - - - - - - - - - -. -- -- - - XW/ DRAWING TITLE: F POST TO POST TO PROPOSED STRUCTURAL PLAN (2) 2'x8" HDR (2) 2"x8" HDR (2) 2"x£�" HDR, 2) 2"x8' HDR (2) 2"x8 HDR ROOF BM. ROOF BM. ! lul PAGE: � U 3 DATE: 06/09/21 17 OF 19 FROFCSED SECOND FLOOR STzUGTURAL FLAN SCALE: 1/4" = P-a" 3�< opE;i,, l 0ENERAL 5"�'1�50L <E�' : ` U _ EXISTING TO BE DEMOLISHED HEW PARTIAL HEIGHT W W Z O OOD FRAME (L.G. STL. EXISTING TO REMAINWHEN APPLICABLE) J NEW FOUNDATION WALL Q W NEW WOOD FRAME 0-5. W }. 5TL. WHEN APPLICABLE) m Z _ F— NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL C Z WOOD FRAME (L.O. STL. P05T FOR 4 WALLS J WHEN APPLICABLE) (MIN. (2) 2"x(o" STRUCTURAL Lo F05T FOR 6" WALLS), U.O.N. m O NEW 2-HR FIRE RATED 0 O O WOOD FRAME (L.G. 5TL. Lo w WHEN APPL I GABLE) Z '� m O � 0 Z � a W _I J 00 z � co Y o Q Z T-i It u- w (o ti = Lo uw PROVIDE STEEL GUSSET " PLATES AT APEX CONNECTING ALL HIPS D U r TOGETHER. MIN. (6) -1j" LAG Czl O BOLT PER HIP RAFTER PROVIDE NAILING ff STRAPPING PER PAGE -DECK BELOW^- G-005 FROM R R. 8 G.J. TO HDR/UP5ET E3M. BELOW [-U�> a co 8:12 PITCH 8:12 PITCH I - - - - - - - - - -� - - - - - - - - - •.M 2"xl0" R.R. 2"xl0" R.R. i - - - - - - - - - - - - - - - - - - . I � � ® 12" O.G. 110 i 111-3A, 6:12 PITCH 6:12 PITCH TYPICAL CRICKET: C� c 2 x4" FRAMING ® Ib O.G.; ICE ry yip J SHIELD LAPPED 15" IN ALL w I DIRECTIONS d FULLY FLASH O $ Q I -GREENHOU5E BELOW a I (DESIGN BY OTHERS) N. C,r3 o� I PROVIDE NAILING 4 .2/0.2" �j 'e {G� I (2) 2"xb" POST 5TRAPPING PER PAGE �3+/.2., r��� �� TO RIDGE ABOVE 6-003 FROM R.R. $ G.J. I WINDOW HDRTO HDR/UPSET BM. BELOW 0./ TYPICAL CRICKET: S A� V�� ❑ <oo l - - - -- - 1 � ! - IGE SHIELD L10 b.2APPED 195" I ALL S� N ® DIRECTIONS B FULLY FLASH � d yA- 4LGS0� FOUNDATIOtb� ,'�j x O 2"xl0" R.R. 2"xl0" RR PLAN NOTE J�y�O x — —DECK BELOW ® 16" O.G. ® I6" O.G. OL F iv D- (5) "" "" 3 xG 2 xl2 RIDGE (3) 2 xl2 RIDGE - -- O 2" l2" RIDE �(3) 2"x4'" — — — — — — — — — — — — — POST TO (3) 2"x4" P05T TO RIDGE5 PROVIDE FRAMING — — — — — — — (3) 2"x4" POST — _ 3 I.75'xq.5 O.P. 2.OE LVL R.R. ABOVE (PROVIDE BLOCKING EXTENDING TO MAIN RIDGE TO CRO55 B/W RIDGES A5 REO.'D) RIDGE ABOVE WALK-IN pro + SIMP50N GABLE RIDGE i CLOSET WALL BELOW r ' o-, R; U p So HGLTV3.511X N �G�� TOP F ANGE SLOPED w I � ;' , �< HANGER Q O � cV ® n �� O L - _ ® - (V �` <oO O 2"x10 R.R. U - -- n ® � I� v wI6" O.G. PROVIDE NAILING 8 P �Yfi Q w _ STRAPPING PER PAGE +�� �f0 ti < .J - - - - LL - -- ' 0-003 FROM R.R. 8 1 ��" 1c �� -— _ O !I �� ° F 2'XIO" RIDGE 2 xl0" RIDGE G.J. TO WALL BELOW a P ", - tu P05T TO 2� p O O 2"xl0" R.R, 2"xl0" R.R. RIDGE �0�w ri Q ® I6" O.G. a 16" O.G. FL QLn \-(5/' 2"x4" POST x — k;w3' _" � PROJECT: ❑ - TO RIDGE PROVIDE FRAMING ® LL EXTENDING TO R.R. +E a V ,�"" i tom- MAY iVI C D 0 N N E L L 2"xl0" R.R. 2"xl0" R.R. � G.T. FROM HALLWAY � O "(4�Q r _ ® 12" O.G. ® 12" O.G. WALLS BELOW - Q m 2"xb" R.R. !I Iu r SIMP50N ® HGLTV3.511X RESIDENCE — — — — — — — — — — — ry nj� SLOPED HANGER TOP-FLANGE r� n — — — — — — — — — — — — — nJJ�� ' --- ------- - -- ----- LJ 4:12 PITCH N ry _ 12:12 PITCH _ _ 12:12 PITCH 400 PLEASANT PLACE D (3) I.-15"x9.5" G.P. 2.OE LVL R.R. SOUTHOLD, NY 11971 a:12 PITCH 8:12 PITCH I 2"xl0" R.R. 2"xlO" R.R. j A-301 A-301 p ® 16" O.G. ® I6" O.G. --- DRAWING TITLE: 2"xl0" R.R. —_ 2""xl0" R.R. (5) 2"xl2" ROOF BM. - - - - ❑ -- - ---- - --- ------ - 2"xb"" R.R. ® 12" O.C. ® 12° O.C. (2) 2"xb" POST PROPOSED STRUCTURAL PLAN ® 16" O.G. TO RIDGE ABOVE LJ / WINDOW HDR ❑ ❑I a v a0 110—U R v ��,y+ y PAGE: (V ® � O Vi N b-1 F IRS J LJ LJ LJ LJ LJ DATE: 06/09/21 18 OF 19 PROPOSED ROOF STRU CJURAL PLAN :, :.. 5CALE: 1/4" = I'-O"' �`` CL O Q � o � LLI z O Q w >: XZ O (1) z —I I- Lo R it O O O O O (L Ln � 4 im Z O Z Q W J J 00 z � c� -J e1 O z 4 � Z N W w Cfl Lo I` = Lo O J O W a: D F- U w = J U J 4" FRESH AIR VENT O J I L THROUGH ROOF x� � 311 i v v MASTER FULL I FULL i LAUNDRY I MASTER FULL BATHROOM 4 I BATHROOM � � FULL= NOTE: BATHROOM 3 2' MASTER 2 __-r-T- -T-- _ BATHROOM 3 LAUNDRY BATHROOM 4 BATHROOM S ALL PLUMBING WORK LAUNDRY _------r-- IY SHALL CONFORM TO IY SITTING 2 1 I 2"1 2"1 1 1.211 i21 j2 , o I I�I I I I I -A -i----I-_I-- 04 0. C�1 LOCAL PLUMBING GORE p ROOM ; i IL 2 1 I I I ' I LL I I I I I I I I I I I PROVIDE ABE5G0 FP200 FR p I . C J I . I .9 11 12" B I B B 2"I z I I I I I I I K I I I I Q FIREPLACE 1 2" B 1 B I I I I I I I 1 EXPANDING FOAM" (OR EQUAL) p v Q 1 v I I v O INSERT v Lu I I I I I I 1 AT ALL PENETRATIONS IN FIRE U I �K I jK �q4 I I� 1x Q4 I I q� LEGEND v W•1%• I TUB �• I 1 j FFLLOORSTED /GEILNS5LLS D PRODUCT I IN 21 �N s1 SHOWER WG �� Y�I.G. m i ly i Iry f u WG m ----- HOT WATER N I I- W. W G. N I .� iv I .� I IU N NI (VI NOTE: j SHOWER I 5HOW1~R CONFORMS TO ASTM E 814, -1 1- �I 1- n1 .N® WASHER�I Icw TUBI ry5H0�_-1^l - --- - - -- -- - - - \- --- -------- -- ---- ! ALL PLUMBING 8 1 WASHER - I 1 3 I ASTM E 84, AND UL 14?q ..- _ .. y.-.......... ... .-.— .- - .- I. _ .-.._. _ ._. _ Icy- - ._- I I ..-. _.. - - -- DRYER - - - ----- ---- --- -- SHALL CONFORM FUEL OAS P40RK ------ 2 - - - 2 311 1 2 ----------- - - - - - - SUPPLY -G.O. 3 G.O. T-W TO LOCAL FLUMBINO GORE b PROVIDE "ABESGO FP200 FR FUEL SA5 FULL WETBAR KITCHEN NOTE: I I BATHROOM 2 ALL PLUMBING WORK i EXPANDING FOAM" (OR EQUAL) j ----- LOCAL PSHALL �UMBNG CODE NFORM TO OUT SHOWER FULL j ! RATED WALLSAT ALL ATp PENETRATIONS IN FIRE 11 LAUNDRY I --T- BATHROOM 2 WETBAR KITCHEN LAUNDRY I 1 PIPING PENETRATIONS: 2 LAUNDRY 1 p 1 FLOORS/CEILINGS. PRODUCT O po SCREEN KITCHEN 1. PROVIDE "ABESGO FP200 FR r 2 1 1 I I O T I I CONFORMS TO ASTM E 814, O 1 p� PORCH EXPANDING FOAM" (OR EQUAL) , 1 2 -1 I AT ALL PENETRATIONS AT WALLS IL 1 I I 1211 1211 GLEAN OUT i 1 I ASTM E 84, AND UL 14"IqLL H 11 I 3 AS REO'D I V I I B I I Q 1 f' I I " �. I AND FLOORS/CEILINGS. 2 .B I I I I N _ I I= I FIREPLACE 2.PRODUCT CONFORMS TO ASTM E N I 1 I S. I S cV cv I I�Q4 ! I I I I 5 r Q 814, ASTM E 84, AND UL 147q z j3 I KI KI w tL I � i I PROVIDE F.A.I. � �I I� I v � INSERT �� Z I I W�.. I I v z1 .3 W.G. v I� v I� - K I 10 I RANGE 1 I- I- SHOWER 1 i jry Ni IN TUB IN 1� 0 11 11 i 2 I I- m I \ I \ oa \ �SHOWER I 1 DW I Li 0-- - 2 - +ram--- ---- -- ---- - - - - - - - - - -- -- - - -- G.O. 3 Imo_ _ _ _- _.. j1] -. - - - -Ii W i- G.O. - - ....... - G.O. I 31 I I I I I PROPOSED I GA5 SUPPLY - 3 .3 FULL I 4" REGREATI ON �ry IN I WATER SYSTEM I I SUPPLY RECREATION BATHROOM I --1 4° HOUSELu ROOM _--- �� I MAIN DRAIN G.O. ROOM 11 I I 1 �\ I I TO BURIED eL -.--_211I j j BATHROOM I - < I,000 r. I .2111 I I I I I FULL 1 I I I TO STREET �- ROPANE __ 2 411 z 1 �I 1 1 z _ PROJECT: w I 1 2 I I TO SEPTIC $I Iv 1 HATER MAIN tu lu w r III I I I I SYSTEM !ll nl :ry I ? ice.!- �+ W Q I 5. B I i 2 I I 4 -I C J 3 to 3 11 MAY MCDONNELL TUB I 1 - --- ------ - -- - ---- RESIDENCE I-� li i, I—�11 I 1 � I B m - - - 2' -- - - -- - - - I-- 400 PLEASANT PLACE FLUME31 N R I SEEP - E�)RA I N / NASTE / VEIN FLUME3 1 NC RISER — SUFFLY CAS RISER — SUFFLY SOUTHOLD, NY 11971 SCALE: NTS SCALE: NTS SCALE: NT5 DRAWING TITLE: PLUMBING RISER DIAGRAMS GAS RISER DIAGRAM . i PAGE: Pow DATE: 06/09/21 19 OF 19 . r s 4 - ILL _ , OF CL O a v BU I LD I NO SECTION NOTES UJ O 0 Z O ONEW ROOFING NOTE (TYP): I. INSTALL NEW ASPHALT ROOFING SHINGLES W N JTA 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO � ri 24" FROM IN51DE FACE OF STUD WALL AND AT VALLEYS Q W >- OVER 3. INSTALL 15 # BUILDING FELT (U.O.N.) OVER Z 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL 5EAM5) (n 5. GAP 5HINGLE OVER RIDGE d HIPS (AS REOV) Z 6.PROVIDE RIDGE VENT (A5 REOV) J -7. FLASH ALL VALLEYS 8.IN5TALL DRIP EDGE AS REQ'D Lo 9. INSTALL ALL AS PER MANU. SPEC.'s L O d Lo m OTYPICAL ROOF 8 CEILING GONSTR GT O : • NEW ROOFING AS NOTED • 1/2" GDX PLYWD SHEATHING (ELOGKING ® ALL O PLYWD SEAMS) • R.R., G.J., # G.T. AS NOTED ON PLANS (® SPANS (-- cr OVER 8' INSTALL "X" BRIDGINS ® CENTER OF SPAN,U.O.N.) Q W • MIN. OF R-21 SPRAY FOAM INSULATION;R-25 BATT INSULATION 00 TYPICAL EXTERIOR WALL CONSTRUCTION (T`(P.): ZO (D O • UPON "TYVEK" HOUSE WRAP (OR EQUAL) -J C) • UPON 1/2" GDX PLYWD. SHEATHING (BLOCKING ® ALL z PLYWD SEAMS) • 2"xb" STUDS ® 16" O.G. w/ DBL.. TOP PLATE a Z %-I • 2" FOAM INSULATION W/R-13 SATT INSULATION (R-77) cc J N • 5/5" GYPSUM BD. WALL FINISH LL Lu (fl r- = Lo NEW SIDING NOTE (TYPJ: I. INSTALL NEW CEDAR SHAKE SIDING Q VERTICAL BOARD t BATTEN £TIDING 2.15# BUILDING FELT PAPER(OR EQUAL) 3.INSTALL ALL AS PER MANU. 5PEG.'5 TOWER HE I OH_T_ 4.PROVIDE ALL NECESSARY AZEK TRIM FOR ELEV. +41.ci' --- — — — 1 PROPER INSTALLATION 5. SIDING SHALL EXTEND TO TOP OF 2 W FOUNDATION WALLLLJ VP� � rr ,t O NEW 4" THK. P. GONG. SLAB REINFORCED PER PLAN NOTES 12 E � TYPICAL FLOOR CONSTRUCTION: O • NEW FLOOR J0I5T AS NOTED ON PLAN a • 3/4" GDX PLYWD T$6 SHEATHING (BLOCKING ® _......._._.rf............_.............._......._....._......_._....._.......z.........._........_...._._......__. ALL PLYWD SEAM5) • F.J. AS NOTED ON PLANS (® SPANS OVER 5' a INSTALL "X" BRIDGING ® GENT'ER OF SPAN, •, L:::_:.:::�:','::��.�E.; E`tE :�..... E $ EiE ""'xEE 1 ` E E E:? jE �E !7 E is�..... N E � t ��a U.O.N.) ' ..: 3 E;i ,?; s E; • PROVIDE R-50 BATT INSULATION WHERE _ BASEMENT WALL5 NOT INSULATED, FOAM MIN. `t p i ' E ..,E . . 3" AT RIM JOIST 1 TOWER FLOOR ! 3 BASEMENT WALL FRAMING: I a . • li# R-15 BATT INSULATION W/MOISTER BARRIER O + `II 1 • �' GYPSUM WALL$OAVx4" P.T. STUD NALL 1RD FINISH _ I I' °........._�......._...._I 1 �I�...__-...._......_..._.....i......_...__ i ,:�....._..........; ...... I - I - $_ i - i 1 - _ ` _ E €,E I e.. 3 a_. }jt I .........._................... is E........_......»,_................_..............._...� ! ........e.....................:i...._.................,.,..---------..--------_....,...,.....,._.E 1....,..................._...,..__.,_,.........._.� i MASTER SITTING SECOND FLOOR (TOWER) ROOM ELEV. +26.6 AS PER PLAN SECOND FLOOR ELEV. +24.6' _, _..... .................._..... _... . ....................................... .._......._..._ __.. ........................... ....__._ E I ,............. ... NEW 2X8 DBL HEADER ABOVE s j I! E I i ALL WINDOWS B DOORS • flEE� 'E i2 = I EE E ii 1 2X 6 511E PLATE- FIRST FLOOR F I R5T FLOOR ELEV. +I4.6' -----� SCREEN N j PORCH � �I — 1 Lu � F.J. AS PER PLAN O I � I I I i W j PITCH ----- --- -- -- ---- _ -- --- PITCH BASEMENT �_ u,i AVERAGE GRADE GRAD � s GRADE ELEV. +q.2' STORAGE 0 I i PROJECT: 5 Oz BASEMENT FLOOR MAY IVI CD®N N ELL ELj +5.6 RESIDENCE 400 PLEASANT PLACE SECTION E-E / A-505 SOUTHOLD, NY 11971 SCALE: 1/4" = 1'-0" DRAWING TITLE: BUILDING SECTIONS PAGE: IV 13 z3 I.�� LII` L�`V La 11 DATE: 06/28/21 12A OF 19 JAI"! 2 9 2021 ' S ti ' ch Sq 00- � I `� �� �� � ALLDET NES.WINDOW5 8 DOOR5 SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "5-003" FOR NAILING 4 STRAPPING p U -- - -- - - -- - O NEW PARTIAL HEIGHT WINDOW CHART p _--_� ----_-_ -- -'I_---- EGRESS W = N _ _ _ _ EXISTING TO BE DEMOLISHED W Z,,„ WOOD FRAME (L.G. STL. WHEN APPLICABLE) ri EXISTING TO REMAIN ROUGH OPENING WINDOW DIMENSION CLEAR. 'J NEW WOOD FRAME (L.G. NEW FOUNDATION WALL = GO NT TYPE MODEL # -__ _ __--- _ WIDTH REa DN 20 Q W �- STL. WHEN APPLICABLE) _-- - WIDTH �' -HEIGHT��--- WIDTH HEIGHT OPEN REODD 5'1 S.F.I' Z V ---- NEW I-HR FIRE RATED © MIN. (2) 2"x4" STRUCTURAL :2'-4IF O Z WOOD FRAME (L.G. STL. A (?) CASEMENT GWI4 _ 4-0 1 2-4 j 4-0 - 8.3 -- -J J P05T FOR 4 WALLS _ =- --�__ _ -_ -1 4'-O 4'-O WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL A-I (2) DOUBLE-HUNG TW24310 2'-6 �" �" 1 2'-5 POST FOR 6" WALLS), U.O.N. �(-1) -- J� -HUNG 6 2'-6 5'-,5 �" 2'-5 5'-8 �" 4. NEW 2-HR FIRE RATED --- L-- --- -- � O O DOUBLE TW245O WOOD FRAME (L.G. STL. ----- ---- -=--------- - --- --_-� Ln X 'CF m WHEN APPLICABLE) G (6) i GASMENT GWIS 2'-4 g" 5'-O �" � - 2'-4 4'-II �"_1E 11.2 _----- O J - 2_4 2_4 2,_4 L _ 0 FLOOR PLAN NOTES --- _D (4) ------AWNING AW251 --2-4 - - - -- E (2) DOUBLE-HUNG TW210410 3'-0 5'-O �" 2'-II J 5'-O Q W OOUT ON PLANS BY 'JELD-WEN' (OR EQUAL). O 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s -- _CASEMENT - - - - _--- _ 4'-O" 3'-4 > DOOR NOTE: NEW LAUNDRY ROOM: F (I) GW235 4-O 3-5 I. INSTALL NEW INTERIOR DOORS WHEN GALLED I. NEW WASH /DRY HOOK UP OUT ON PLANS BY THERMATRU (OR EQUAL). 3.PROVIDE HOOK UP5 AS REG S PER MANU. _ p G (3) -3-O- -- - 4'-5 " 4'_4 9" 12 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED w/SIZE OF EQUIP. CASEMENT CXWI45 J C:) 5.DOOR TYPE TO SELECT l 4.INSTALL A5 PER MANU SPEC.'S G-I (3) DOUBLE-HUNG TW21042 3-0 4'-4 Z 3.PROVIDE (2) 2"xe0 HDR., U.O.N. DRYER EXHAUST NOTE: , -- - -- ,,,,111 Q Z 'H 4.SEE PAGE 6-005 FOR ALL OTHER FRAMING I. DUCT SHALL TERMINATE TO EXTERIOR H (5) DOUBLE HUNG TW16210 I'-10 3' O �" I'-ci 3'-0 �" -J N ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY -_----_ _ LPL W OPENINGS OSTAIR 4 RAILING NOTE: 5.DUCT 51ZF AS PER MANU. H-1 (5) TRANSOM TWT1510 1'-10 I. ALL NEW STAIRS SHALL HAVE MAX. 1-5/4" RI 4.DUCT SHALL BE EQUIPPED w/ A BAGKDRAFT DAMPER - TRANSITION DUCTS SHALL NOT BE l 2 42 ItHi�"�ARDRARS4 SPINDLE FAGNG HALL BE CLOSED 5 CONSTRUCTION. LEXIBLE TRANS TION DUCTS CONCEALED TO DOUBLE-HUNG TW3442 3'-6 "- 4'-4 "�, 3'-5 j" I 4'-4 i" NOT TO ALLOW PASSAGE OF A 4" 4) SPHERE; CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM - 56" HIGH HANDRAIL 8 SPINDLE SPACING NOT SHALL BE LIMITED TO SINGLE LENGTH5, NOT TO I-I (5) TRANSOM WTR5415 3'-6 1'-"1 To ALLOW PASSAGE OF A 4" m SPHERE EXCEED 6 FEET AND SHALL BE LISTED AND LABELED 3. GRIPPABLE RAIL AS PER CODE IN ACCORDANCE WITH UL 2156A. --1 l - 6.EXHAUST DUCTS SHALL BE MIN O.OI6" THK RI61D J (4) DOUBLE-HUNG TW2I042 ;� 3'-O 4'-4 �" l 2'-II 4'-4 W WOOD FRAME STAIR: METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS ,- -- --_----_-- �_-_- ® I. SEE NOTE ABOVE FOR STAIR # RAILING INFO. RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST TRANSOM WTR21015 3'-O II" 1- I'--1 �' 2-I I g 2.RAILINGS SHALL BE WOOD OR PVC. DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL J-1 (1) S - SCREWS -- --- ll �� 1, W 1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER GLIDING BASEMENT 2-O LOCATION TO THE WALL OR ROOF TERMINATION. THE K (6) MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 -- - --- - --- - - -- = J OSMOKE DETECTOR / GO DETECTOR NOTES: FEET FOR EACH 45° BEND AND 5 FEET FOR EACH c10° 3 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES Q SMOKE / CARBON MONOXIDE COMBINATION DETECTOR NOT INCLUDE THE TRANSITION DUCT. HARD WIRED TO EACH OTHER w/BATTERY BACKUP. 2.INSTALL ALL AS PER MANU. 5PEG.'s 36'-10" 3.5MOKE DETECTOR AND CARBON MONOXIDE DETECTOR ELECTRICAL METER: IN COMPLIANCE WITH LOCAL CODE O NEW ELEC. METER A5 PER NYS MECH. CODE, d 12' UTILITY CO. STANDARDS OWINDOW NOTE: D I. ALL NEW WINDOWS $ DOORS SHALL BE ANDERSEN ELECTRICAL PANEL: U] w -- 400 SERIES CASEMENT, DOUBLEHUNG,OR GLIDING O NEW ELECTRICAL PANEL LOCATION;ALL I 1_I 4 0 (AS NOTED); INSTALL AS PER MANU. SPEC.'S. FOR INSTALLATION A5 PER NY5 ELECTRICAL CODE - -- NATURAL LIGHT VENTILATION SUBSTITUTIONS, 5EE NOTE #at IN "GLASS WINDOWS _ (HABITABLE SPACE) AND DOORS" ON PAGE 6-002 IF CASEMENT NEW ATTIC, ACCESS - PULL DOWN STAIR: WINDOWS - ALL C5MNT WNDW5 SHALL HAVE O6 1. MIN. 550 # CAPACITY FLOOR AREA 245 S.F. 0 I-I I-I 5TRAI0HT ARM HINGE WHEN 2.SIZE TO FIT MECH. EQUIP. THROUGH I I 2.IF DOUBLE HUNG - ALL DEL. HUNG WNDW5 TO BE OPENING (MIN. 22"x309 TILT WASH 5.1 HR FIRE RATED 61 % REG. S.F. PROV. _ 61 4 61 4 3.ALL GLAZING WITHIN IS OF FF TO BE TEMP. 6L. 4.DBL. FRAMING WHEN NEW OPENING � LIGHTING;MIN. 6%4.SEE PAGE 0-005 FOR FRAMING ELEMENTS AROUND S. INSTALL AS PER MANU. SPEG.'s IC FLOOR AREA 14.6 S.F. 45.1 5.F. WINDOWS (TYP. FOR ALL) U.O.N. 6.CONSULT H.O. FOR PRE015E LOCATION OF ACCESS m VENTILATION;NOT EGRESS NOTE: 1 MASTER (4)�RI t v, NEW I O A � LE55 THAN 45% OF IN COMPLIANCE WITH NEW YORK STATE BUILDING -CH. SITTING ROOM ' m 6.5 S.F. 54.6 S.F. - CODE, SECTION R31o.2.1;THE FOLLOWING MEANS OF O CODE; HAU5T FAN AS PER NYS INSTALL A5 PER MANU. SPECS O 1-I 114 S.F. (3) Tr t 10 UP 2¢x68 �(4� MIN. GLAaUE�DDAREA I EGRESS SHALL BE FOLLOWED: - - 18-9 // 4 NET CLEAR OFENINO........... 5.'1 S.F. - T-O„ NATURAL LIGHT VENTILATION NET CLEAR HEIGHT............... 24" MINIMUM NET CLEAR WIDTH................. 20" MINIMUM (HABITABLE SPACE) V D FLOOR AREA 5c" S.F. % REG. S.F. PROV, Z MASTER O MASTER 3 BEDROOM I A I LIGHTING;MIN. 6% N 4'x4'-6" BATHROOM 3 2�x6$ � OF FLOOR AREA 31.8 S.F. 125.4 S.F. ----® ® \5HOWE / -TILE- 5M/GO 245 S.F. 4 -- -- I Jv --- VENTILATION;NOT H `� 12'_0" LESS THAN 45% OF F- 14.3 S.F. 125.4 S.F. tt m C 4 C 4 G 4 j MIN. eLAZED REaUIRED AREA m �F g ri t - E 4'-O" G by2" = 2�xba i � J-I N ' m GL. +b WALK-IN = I GL. 7 J , 4 O Z U N _ - BEDROOM z I Lu �1s Hl it O J-1 140 S.F. N L 5� ry M `r 4j I to �\�/�/ - ® O I tii o� 0 I / � 1 [4 2' C14 i / 1 I =1 O G 3 I SM/GO w e l l BATHROOM 4 ® STORAGE I PROJECT: O J-I � m l d 1 1 -TILE- I NEW 12,000 BTU DECTLESS NATURAL LIGHT VENTILATION SM/GO 2¢xb� Q x b MINI 5PLIT SYSTEM. `} - 2 L _ Ae _ _ _ _ _ _ _ _ _ _ _ _ _ _ ( CONNECT LINE AS REalp COND. M AY_M C D 0 IV I�E L L (HABITABLE SPACE) � FROM A/C COND. �o - -- -- FLOOR AREA 140 S.F. PA-401 HALLWAY 3 INSULATED O 0 RESIDENCE •p GL. (I6) RI t"1.5, NEV4 •9 NEW BEDROOM 5 I d `fl % REG. S.F. PROV. „ HALLWAY U 1 / 1 N wy �p ,(15) Tr t 10 DN SM/GO m (2) Rf® t 6" 1 / SM/GO 5 1'1 S.F. LIGHTING;MIN. 6% 11.2 S.F. 56.0 S.F. b �p (1) r ® t 10"OF FLOOR AREA rya+ -}6� _ VENTILATION;NOT ' ' 400 PLEASANT PLACE LESS THAN 45% OF 5.0 S.F. 56.0 S.F. 6G 2f'x6� 2�x6� � � Q LAUNDRY ' I ' SOUTHOLD NY 11971 MIN. GLAZED AREA Q REQUIRED tV 3 1 ' 4Qx6� LDR b SM/O b ,�+" , ' I DRAWING TITLE: I 4� --_- / PROPOSED SECOND FLOOR PLAN �R 5M/GO 6 (� BEDROOM 3 Q Q BEDROOM 41 iv i d � u did 114 S.F. ICI BATHROOM 5 106 S.F. ]�_u I N -TILE- N (1 A-501 PAGE: EM A A - 4 C 4 C 4 a moo A 4 A ( }/ A 4 4 A 4 NATURAL LIGHT 4 VENTILATION 5'-6" 4'-O" (HABITABLE SPACE) DATE: 06/09/21 7 OF 20 NATURAL LIGHT VENTILATION l0'-6" 7'-0" 10'-6" I 3'-0" I6'-o" 3'-0" (HABITABLE SPACE) FLOOR AREA 106 S.F. D FLOOR AREA 114 S.F. ul �u % REG. S.F. PROV. O LIGHTING;MIN. 5% V'Dj CJ tea- : OF FLOOR AREA O w,�.. REG. S.F. PRO 8.5 S.F. I6.6 S.F. OF FLOOR AREA - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LESS A VENTILATION;45% OF "a`1 '�„a CH S.F. 16.6 S.F.5.F. • t VENTILATION;NOT 3.6 S.F. I6.6 S.F. MIN. GLAZED AREA s LESS THAN 45% OF REQUIRED 4.1 S.F. 16.6 S.F. „ „ MIN. GLAZED AREA 5-3y2 50.-O 14-O 24-0' - ; REQUIRED `-' - 0 5 10 20 FROFCSEI7 SEC ONr1 ) FLOOR PLAN GRAPHIC SCALE 1/4"=1'-0" � • ��` " 1,402 S.E. HAE17ASLE SFAC.,E; 1,402 S.E. GROSS AREA SCALE: 1/4" = P-O"