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Home My WebLink About47939-Z 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#: 47939 Date: 6/9/2022 Permission is hereby granted to: Danilczyk, William POBOX 200 ._.__ .........www _ _.... ________------------------- _.................._._._.... Southold, NY 11971 To: Construct deck and unheated sunroom addition to existing single family dwelling as applied for. At premises located at: 550 Cedar Point-Dr E, Southold SCTM # 473889 Sec/Block/Lot# 90.-2-16 Pursuant to application dated 5/5/2022 and approved by the Building Inspector. To expire on 12/9/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $368.00 CO-ADDITION TO DWELLING $50.00 Total: $418.00 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-950211tws. /%NaNv (-)U012'dL0lV,) Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only "- PERMIT NO. Building Inspecttrrw �� G} °`h M��?J Applications and forms must be filled out in their entirety.Incomplete BUILDING DEPT TOVVN OF SOUTHOLD applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:04/27/2022 OWNER(S)OF PROPERTY: Name:Maureen Danilczyk scTM #1000-90-2-16 Project Address:550 Cedar Point Dr East Southold NY 11971 Phone#:631-682-8414 Email:mdanilczyk@gmail.com Mailing Address:550 Cedar Point Dr East Southold NY 11971 CONTACT PERSON: Name:Michelle Sarabia AMP Architecture Mailing Address:10200 Main Rd Unit 3A Mattituck NY 11952 Phone#:631-603-9092 Email:msarabia@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:Anthony Portillo AMP Architecture Mailing Address:10200 Main Road Unit 3A Mattituck NY 11952 Phone#:631-603-9092 Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: Eil Other Proposed Front Deck and Insulated,Non Heated Sunroom i Will the lot be re-graded? Dyes RNo Will excess fill be removed from premises? ❑Yes WiNo 1 PROPERTY INFORMATION Existing use of property:Single Family Residence Intended 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 C this property? ❑Yes *No IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/deslgn professional Is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code. APPLICATION 15 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. r / Application Submitted By(print name): k Y�1 mJ . !� ❑Authorized Agent Owner Signature of Applicant:)( ,r Date: STATE OF NEW YORK) SS: COUNTY OF � ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the �U-)V-w (Contractor,Agent,Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this -r-h day ofa 20 Notary Public 2" TRACY L. DWY I PROPERTY OWNERAUTHORIZATI OTARYPUw,3jjC,cTATEOFNE JY RK NO,01["�W�'I 0690 (Where the applicant isnot the owner)uMuuuu QUALHED tl4 A.sFFOL EruNT C,C7i'Ii t ENC. q E I AES J�k& E SC n I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 Glenn Goldsmith, President °' Town Hall Annex 54375 Route 25 A. Nicholas Krupski, Vice President P.O. Box 1179 w Eric Sepenoski Southold, New"`fork 11.971. Liz Gillooly Telephone(631) '765-1892 Elizabeth Peeples �� k, Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 10115A Date of Receipt of Application: April 4, 2022 Applicant: Maureen Danilczyk SCTM#: 1000-90-2-16 Project Location: 550 Cedar Point Drive East, Southold Date of Resolution/Issuance: April 13, 2022 Date of Expiration: April 13, 2024 Reviewed by: Elizabeth Peeples, Trustee Project Description: Proposed 217 sq. ft. (15.4'x14.1') enclosed sunroom; proposed 50 sq. ft. (10'x5') vestibule; and a proposed 111 sq. ft. (14'x8') wood deck; proposed drywell. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the site plan prepared by AMP Architecture LLC, received on April 4, 2022, and stamped approved on April 13, 2022. Special Conditions: None Inspections: Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. P Glenn Goldsmith, President Board of Trustees Glenn Goldsmith, President Town Hall Annex�' � °M , ; 54375 Route 25 A. Nicholas Krupski, Vice President P.O. Box 117" Eric Sepenoski � Southold., New York 11.371 l:.,iz Gi.11ooly �q �� ~� `l�e�le�phone (631.) 765 1t3�12 Elizabeth Peeples �� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD SOUTHOLD TOWN BOARD OF TRUSTEES YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE ACTIVITIES CHECKED OFF BELOW INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 1st day of construction '/2 constructed When project complete, call for compliance inspection-, SOUTHOLD TRUSTEEs No. Issued T 1 009w Date4619t Address.sso cow 0wrwir., SOVIN" THIS NOTICE MUST BE DISPLAYED DURING CONSTRUCTION TOWN TRUSTEES OFFICE TOWN OF SOUTHOLD SOUTHOLD, N.Y. 11971 TEL.: 765.1692 r 5 Z ( Com Is. r Lac M s—KMIN ---- ? Loi'&I A. _ !p t � rC s _ i ��•� 'c. «. � >n"(� _ SEREFALH02£S >m� E cENE GYTABLE Z p � i STRUCTURAL DESIGN CHAe2t5 I - �` i :t!LDQVrN ANCNvR&rlT .+Elmo Og0 XE E TENIN 5 H£RILE i 8FA _ S vAn £.S E@ -_ SM N6 G4A hfGS y FE0 ING DET;£—� S -y .� ' DF»eD L5fa5 w E APPROVED Y R 1 _E �q �` t _ u�. '_?RSFFSE ER E!^_RbATEUNG IE BOARD`•Li f iiUS T EES ;f - ^ �FRUPCSSC—TM TOWN OF S'.`?. ''THQLD �� ^ DETAf:—1.1E DAI EJ�(r - --T T i - � I I ECE � I . i m _ w t� Linz i I TSR DANILCZYK SUNROOM 550 CEDAR POINT DR.E. 500THOLD.NY 11911 TIIU t- `- € a> - CRAkEY LOCATION&C.QFE t - _ - �� Sfi`PGAM1 dZGi'INC DATA : FPAGE — - �- r nLOCATION SURVEYED FOR: WILLIAM & MAUREEN DANILCZYK LOCATED AT: BAYVIEW,T/O SOUTHOLD,SUFF.CO.NY. LOT: 106 (5) MAP OF: "CEDAR BEACH PARK" MAP# 90 S.C.T.M.# 1000-90-2-16 er�U ~M1 SCALE: 1"=30' C DRYWELL CALCS. ,' +��"0� ` `p tt,- '�"•�. 1,091sf(.167)=183cf/42.24=4.3'hLRsl q. ,�� S' 1e�9�"M Provide; 7,� 4/ (1)8'd1a.x10'dp.Drywell=422 Gf. Iw 1a.re��W, NOTE: 77 ��` o All proposed structures shown with f dimensions and property line sett acks are as per owner and/or Architect N design. a4 C5 M 2 o rCPoOset9, 2 OPO 8,�eH gravel Aatl'tfooD Aryan r°'tl y arr;on& ` h e t yyAlterarlc Tr affi o r a7/ b tlroor n �`r baarl� r4 botlro$atl '"n " a "° cover 9 olar) corn d e el.r?.0 4111 wood , 4 • _.. c�.h wihs -. ;-._„ *29.5 ''-...",,,..,Pl. f t27 O N18'roa .Z (oda AR A46 OWL f,f„ 75 lanvlry ancl0 stl Garrry d � � .w Q �O GAR. 81.113 34.3 +,n' 2 �� S TEST HOLE 911612013 �*. TOPSOIL 0.5(0) +r BROWN CLAYEY LOAM •�—,...v� t.e.w,8i,10.8 n. w., _.........:..... s(p� �� T'�•w.'�j`�-�-x,- I BROWN CLAY 2a(CL) 't.QrtK,,i1i78k.`ye,.. "- GREY CLAY....... 2.0(CL) Q _...__ .._..,GREY__ tt „„�, SANDY CLAY 2 „^w,^,;"""•'.;.„„„ raenrvnlcnwnTER s;,8..1nsa SAND& 10%GRAVEL N754 10.0*-WATER ENCOUNTERED 99, l rrto p�CDN/C BAY FILE#149232 * a * WILLIAM R.SIMMONS 3RD.L.S.P.C, 128 CARLETON AVE,EAST ISLIP,NY,11730 PM 631-581-1688 FX 831-581-1091 I N BY:E.9. GATE:912 312 0 1 3 SGALE:1"=301 ORAW o C SITE PLAN HATCH KEY: �P// �^ a O a U +, I 563=� � � � O ® PROPOSED BUILDING ADDITION W Z O EL=2.8' O I �1 m I I CATCH BA51N_� T D ® PROPOSED ACCESSORY STRUCTURE W = N PROPOSED 2ND STORYuu LL)) J ~ i _` 101.45 S w Q W . II _ T � z EL=4.2' DRYWELL/DRAINAGE 57RUOTURE NOTE: O ' I A MINIMUM 10' SEPARATION 15 J _ >- 1 REQUIRED BETWEEN WATER SERVICE -j 1 p LINE/LATERAL5/MAINS/SEPTIC,/LEACHING m /SEWER AND THE EDGE OF ALL O d E�T 5�O F E : �A(5E <E 0 O O O m STORMWATER DRAINAGE LEACHING � LQ � STRUCTURES I I LEADER NOTE: PROJECT,QQ PROJECT LOCATION &SCOPE z d' m GONNEGT ALL LEADERS COMING O FROM 6UTTER5 TO NEAREST - FROFOSED INSULATED, NON-HEATED SUNROOM VESTI MULE SITE PLAN & ZONING DATA _ 1 ARID I T I ON. Q W • II � D J - FROPOSED FRONT DECK J GENERAL NOTES Z00 C) ENERGY TABLE I -�- - Tj II 1 STRUCTURAL DESIGN CHARTS z C) F�OJEC�T DATA : a z LSI SHIED I -®®�.®® , m1 u- J i I � FR. HOEDOWN ANCHOR BOLT � N I 21.1' STRAPPING, & NAILING DETAILS � m TU-I Lo FASTENING SCHEDULE x p = FRAMING GRAPHICS TAX MAP # 1000-90-2-►6 BEAM CONNECTION PATTERNS UTIL. POLE (NP) I I ZONING DISTRICT R-40 G FIREBLOCKING DETAILS ' LOT AREA 0.1 ACRES PROPOSED PLANS U Gofo - RESIDENCE (EXISTING) Z-1562; 06/20/1171 I I I � EXISTS I 1 U EXIST.r DW / 0of0 - PORCH 8 ROOF DECK Z-1'1281; 01/13/1988 U J DW / Z-18366; O1/13/19896�0 ,00 PROPOSED EXTERIOR ELEVATIONS GofO - ADDITION � ATTACHED Q � / I GARAGE `\ COfO - DECK ADDITION Z-21001; 09/11/1992 PROPOSED SECTION I / GofO - ADDITION/ ALTERATION Z-314'18; 01/25/2018 / \ - -Q 1 ,®Q DETAIL SECTIONS FEMA FLOOD ZONE X - I DEG DISTRICT NON-JURISDICTION SII EL=12.1' I I PROP. I EXIST. \ \\\ \\i , i \�• ,,,vim\., O\ \\ s'.,t\.` GARDE. �» \\. , 2ND L O z i ADDITION LOT a , DESCRIPTION (FOOTPRINT) AREA COVERAGE I 28.2't 15.3' �I4.1' TOTAL LOT AREA 31,332.0 S.F. l PROP. T-;WD. DEG EXISTING BUILDING 1,971.7 S.F. 6.39'0 I I N UNHEATED 17•"1' I Q VESTIBULE /10-2"/`-' w i UNROOM \/\ kn I 5O', 20.5 EL=11.1 I EXISTING SHED 124.4 S.F. 0.490 w - Q o I { EXISTING OUTDOOR SHOWER '12.0 S.F. 0.2% EX1571NO ENCLOSED PORCH 550.0 S.F. 1.83o EXIST. I Q I L PROPOSED ENCLOSED PORCH 26UA 1.0 S.F. 0.1% I STORY u� EXIST. 6'x12' WD. FR. DWELLING PROPOSED COVERED DECK 111.0 S.F. 0.490 PLATFORM SHO ER TOTAL AREA OF ALL STRUCTURES 3096.1 S.F. 1.990 I I I EXIST. "MAXIMUM LOT COVERAGE ALLOWED - 20% � z CHIMNEY EXIST. STEPS 1 0 EXIST. ENCLOSED PORCH ; , .\``\\ y \\C;",a@. '\:? \\��i:��'ai. W {� \. \ \ 1 Rl 1 REQUIRED EXIST. PROPOSED COMPLIES EXIS . DECK F- ABO � FRONT YARD 40.0' 104.3' 104.3' Y I SIDE YARD 15.0' 17.'1' 1"1."1' Y PROJECT: BOTH SIDE YARDS 35.0' 65.0' 45.1' Y DAN I LCZYK I REAR YARD 50.0' 118.0' 118.0' Y S U N R 0 0 M O O I 550 CEDAR POINT DR. E. I T.O.W• EL. 10.8 STONE GONG. RET. WALL e o W EL 8 8 I SOUTHOLD, NY 11971 I v, . - - h . ..a .• >E �,< �• $v � �„•' �:" TITLE: . � ,�r s ,r a�°'gyp .�: q >: ,:> PROJECT LOCA .g> ...rv. �ftf TION & SCOPE O T.O.W. i=�:. �.; �,.>�>. ,, ��°. �', 4. ,' „�.. �', �� ''� �' ` ''� SITE PLAN &ZONING D - L G ATA AL �', T x ` G R '_ ; STONE 1 YE' vi .<is 4 ' L o E \ _ \ \ Sw .O q h � v. C> g c... u a .• >n .Aar"'•` _ �\�. ,�:e,�4.`.`�.`,\\i@ r.,a�\� '�'�: ++.t` >a�� „� ,d ::,a;, `` ..;u,.,,,p as :a:�. v �y,�' '$� fq; :L s; ".' '`` ;"`�`\': 'L\: � �. +' a �"?4 '� :yfl ,`'$� �,z'> i;te' :mm• r � ,aq .<;�z :. @:3\,,�•\\ .+�.0 ,=Sv h` 'Y ,L. ..\per .dr�! xC,,., � "FSd4., '.a'. •'d-'$. :1,'+.. • ��', Via' t' p ri._ '. a� .�`°, a�.'a, - VIP ','�," ,.$:> ��. 'rY..v n<t �u. _ Y.• a ' Y :° k,`:ar ' PAGE: 1 01 ter' g �:- � yy � r F' a¢ 8" psi ` �A AGK T.O°W. EL° 4.0 ' ,_`f y a'r::N �o' REAR SETB ALL 1 WOOD 15, _ L ` • , ': '^ \ x ^ ' G-001000'" 9Y :' 5. a \�• F ,�`^ip .•f � � 'ae,�, �,rk.5, '.`s..^g„. �.��:.<�e'�3,�.. .F �'„`, �. .!'.<. F\ 1 », a �N �4 ">.\• 4" :!>�° ^4P tp „ a �. (: :: "meq"•.s 3: su ,,�. Y .X. .,.. p tT; . t4?: < 3>: DATE: 03/16/22 \, a. 1 OF 7 T-wlc <�\., d's3x\ .off �^"E>.: + >m �� .fit\ ',."},n ,�`�'\\ O w"'"K' �� J.e� � rz"E. ! d x _• .seta 'E\\ � � •'Its ��:.::,�`„�€ � \.: ;\ >,�\"..��\\�' .n'>�,, x.3�:.s;.r e �{•;raW#1 .`d <"<'r°e�..;ro��$'�'' .,;,.'k"° �+s'�Y r l: s 4 y -'i `s'� v>\ 3 � SITE LAYOUT NOTES: ,n � "<�, `\ MEAN HIGH WATER �� ! � -F� _�' �, .t� � �'; .� I. THIS 15 AN ARCHITECTS SITE PLAN IS ';' 1.26.2013 \ ` ^ >< 1 ^ SUBJECT TO VERIFICATION BY A LICENSED r : Pi" :i. .>.a:, M,roI :.\ �.. .., .E s.+ 'd`<t�,.:r\,\d�l,':i' �^ �a: � ..�o tp�°�'"< •'�+~ ......c' �.`<. \\�:�a�`g'. .. _. 'e..'fi'..�.vs,r ''.�da\\O\\v' "•� u� 3 SURVEYOR. THE INFORMATION �. REPRESENTED ON THIS 51TE PLAN I5 TO E a4 : .'' ` @\\\. ,, a .:.;> .,.gyp k,�>w:s t•_i.M�>«...aS„R,Sta6 `'.w '\• , x + `i b' O _ .,: .,, r �<,§,•�'„,'3<\ <>,r'' ,} ., '411U I O ARCHITECTS BEST OF KNOWLEDGE. 'u: \, �,� "-•,� �•-.. �' ec rt Q�D ``�::>' 'm ,':d';<;�`. �•�a:>: wee:. ,.tv.+. 'din,`,.. w, r:: 'A;�, ;.=§• •u •a` ,.��\\\� , �'.< t' N x s, ., ,: # " 4 !V :. :', O I 2. SURVEY INFORMATION WAS OBTAINED ��_' P. �*• .� �•.: � �( Y `,� ...": .<:.ro. t., ... ,�<. °e. .t: ..�a '? :?' ', `., ";�� vv,��,:'� .}" •�'�'i +: .S,..t ...^ r :i<:• >, i II k..... .k ,.p. a.">"i', 3•`•Ya.<. .:.e :. �•� £�•a. �..^..:'� "E>.� ..tl •'..1: �,y� ,\.a.`3 e°e< '."R.,W yb. �. ': .'8:', is Ya\a, ,.,a �.. .;�ft.• o `' - I A R FROM A SURVEY DATED 01/23/2013 �,•_ ,•�.a .,=: >.,<c .,.= �"�;�`` .� :,;: � �.. MEAN HIGH W TE 3 �\., .`t " „>: '':a:, 0 M n „ e 1,' JL 4'R:=' Yah•. AND PREPARED BY: ` :'<. 21.1181 PA D <IF' Pd a .r f� � Z � Pay �I j WI IAM R. SIMMONS 3RD S.P.G. p.,, ...�<s... E A •C T�� :a '� 85 b a �Z'•'< �3 �n. a , _ ' t. n 128 GA ETON AVE � �r`< �'A'"•,�',�:s O ! ee RL .». ��.....,or :R .�" •y'ts�=�,:*. '\;' '.�"�:a`'�a••. . r s' .�!.. � .�`�d. a>�: L 1 TTLE FEGON I G SAY BUfLI7IN6:,`r N� �-�. <g EAST 15LIP, NY 1130 � , 51 TE FLAN 631-581-1688 LOCATION MAP rok C-OVEN Or SOUTHOLD .9 3744 1 TF OF NE,� SCALE: I" = 15'-O" SCALE: NTS NOTES $ 5i=1EG I F I G,4T I ONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION, CONCRETE, AND MASONRY A 35RE Y I AT I ONS Q IT IS THE CONTRACTORS RESPONSIBILITY TO KEEP THI5 CONSTRUCTION DOCUMENT BINDED I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 4 BETTER (Fb = 815) UNLESS THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMEN51ONS OF EX15TINO FOUNDATION AS ITQ U TOGETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTOR'S RESPONSIBILITY To READ ALL NOTES, OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE BD. BOARD INSUL. INSULATION F_- Q SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR To WORK PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING 5UB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF W Z O 04 2. ALL LUMBER IN CRAWL SPACES TO BE I5' ABOVE 50RATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. BFE BASE FLOOD ELEVATION INT. INTERIOR J 5" MIN. FOUNDATION EXPOSURE. A6ENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINGS To BEAR ON FIRM,VIR61N, UNDISTURBED SOIL BLDG. BUILDING 1 KIPS (1000 LBS) W GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT I. NO WORK TO START UNTIL APPROVED PLANS AIRE OBTAINED FROM THE PROVIDE SILL 5EAL/IN5ULATION. 51ZE OF SILL TO BE (2) 2"xb", UNLESS (1) 2"xb" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD 3. 501L TO HAVE MIN. BEARING CAPACITY OF (1) TOW50. FT., U.O.N. BM BEAM MANU. SPEG.'s MANUFACTURER'S SPECIFICATIONS ED ?; APPLICABLE BUILDING DEPARTMENT. I5 NECESSARY TO MATCH FLOOR HEI&HT5 WITH THE EX15TINO STRUCTURE. COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT, AS 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. APPLICABLE AS A DERIVED WORK). 4. FOCTIN05 TO REST A MIN. OF W-O" BELOW GRADE, UNLESS B.O. BOTTOM OF MAX. MAXIMUM I Z 4. AT FLUSH FRAMING USE I6 GAGE METAL J015TS HANGERS BY "TECO" OR OTHERWISE NOTED Q (n ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EQUAL. I. IDENTIFICATION: ALL 5OLID-5AWN LUMBER, GLUED LAMINATED TIMBER, J z 5TRUCTUR.E/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. BOT. BOTTOM MEGH. MECHANICAL H J PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. J_ 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL GORES 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL B.O.W. BOTTOM OF WALL MIN. MINIMUM �- _j FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS AND AUTHORITIES HAVING JURISDICTION. RULES SPECIFIED IN 1.1 THROUGH 1.8. UNTIL X TIER OF FRAMING 15 IN PLACE. Q G.J. CEILING JOIST NAVD88 NORTH AMERICAN VERTICAL DATUM OF Ig88 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, � � 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, 'T. FOOTIN65 TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWIN65. OF THE OWNER/BUILDER INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED COL. COLUMN NYC, BG NEW YORK CITY BUILDING CODE m 7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE 6RADEMARK OF A LUMBER 6RADIN6 OR INSPECTION AGENCY 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED Z 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE 50LID WITH CONCRETE. GOVT. CONTINUOUS O.G. ON CENTER Q SHALL BE CLARIFIED WITH THE ARCHITEOVENOINEER BEFORE PROCEEDING 8. MIN. HEADER TO BE (2) 2"x10" UNLE55 OTHERWISE NOTED. AMERICAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE �� _ Q WITH THE WORK. DBL. DOUBLE OCG. OCCUPANCY GRADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-003. q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE IN515NIA OF THE GRADIN& AGENCY WHICH COMPLIES WITH THE Z 6. NO DEVIATIONS OR CHANGES TO THE 5TRUGTURAL SYSTEM SHALL BE MADE P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qq. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE 5TRENOTH AT 28 DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION Q J UNLESS APPROVED BY THE ARCHITECT/EN51NEER. DAYS OF 4,000 P.5.1., U.O.N. 10. ALL EXTERIOR 5HEATHIN6 SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET DIM. DIMENSION P. GONG. -� POURED CONCRETE J 00 1. CONTRACTOR TO VERIFY DIMENSIONS 07: FOUNDATION WITH FLOOR PLANS ON PAGE 6-003. GENERALLY, 5HEATHIN6 15 OF 1/2" THICKNF-55 ON WALLS AND THE PROVISIONS OF AN51/ALTO A I q0.1 STRUCTURAL GLUED LAMINATED II. GONG. SLABS TO REST ON MIN. OF b" FINE GRAVEL OR SAND WITH > d O BEFORE THE START OF FRAMING ROOF AND 15 OF GDX GRADE, UNLE55 OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. b MIL. POLYETHYLENE VAPOR BARRIER UNDER D.J. DECK JOISTS PL. PLATE Z M (fl FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN _! � 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. APPLICABLE. 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES U51NO PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. EA. EACH PL ND. PLYWOOD � Q q. DO NOT SCALE DRAWINGS, WRWOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM D5055 WRITTEN DIMENSIONS TAKE PRECEDENCE 11. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR E5TABLISHIN& AND MONITORING 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - ELEV. ELEVATION P.T. PRESSURE TREATED Z N NAILING AS PER FA5TENIN6 SCHEDULE ON PAGE 6-003 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS (1) WALL TIE PER (3) 50. FT. 10. OWNEWBUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, .APPROVALS, DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL EQUIP. EQUIPMENT REQ'D REQUIRED -� CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 12. EXTERIOR 5HEATHIN6 TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REGUIREMENT5 AS SET FORTH IN THE MANUFACTURER'S CODE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, Lu Q APPROVED EQUAL. EVALUATION REPORT. MAX. 32'-0" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. EXIST. EXISTING Ri RISER Li') cr Tq 11. THESE 5ET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA r- Lo AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIOHT5 AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: 51NOLE MEMBERS OR ASSEMBLIES 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. EXT. EXTERIOR RM. ROOM Q Q PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR 5HEATHIN6. U51NO STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2" ABOVE FINISH GRADE. ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF F.A.I. FRESH AIR INTAKE R.R. ROOF RAFTER R THE BIBLE OR IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS 14. PROVIDE 'X' OR055 5RACINC AT JOISTS, STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOCUMEN, THE 16. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED 8'-0" AND AT EVERY 8'-0". GOVERNING BUILDING GORE, AND ANY ADDITIONAL REQUIREMENTS AS OF 40"F AND FALLING, UNLE55 APPROVED BY ARGHIT'EOVENOINEER. NO FAR FLOOR AREA RATIO BTL. STEEL 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PAGE SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. F.A.V. FRESH AIR VENT S.V. SMART VENT LLI 6-003. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY FF FINISHED FLOOR TBD TO BE DETERMINED 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF THI5 DOCUMENT, THE ARCHITECT/ENGINEER. TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL _ F_ RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN GLA55 AND LEAVE WORK 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS 0 BROOM GLEAN. NECESSARY. SET FORTH IN AN51/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE I8. PROVIDE BITUMINOUS JOINTS BETWEEN 5LAB5 AND FOUNDATION WALLS AND FF ELEV. 1 FIRST FLOOR ELEVATION TEMP GL. TEMPERED GLA55 L11 ; CONNECTED WOOD TRU55 CONSTRUCTION, THE TRU55 DESIGN DRAWINGS, WHERE EVER APPLICABLE. F- 11. PROVIDE ALL NAILING AND 5TRAPPING ADDRESSED ON PAGES 6-003. OR THE MANUFACTURER'S GORE EVALUATION REPORT. F.J. FLOOR J015T5 THK. THICK V 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL = J Iq. UNLE55 OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL GORES 18. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. 1.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. 10" DEEP PROJECTING b" ON EACH 51DE OF THE FOUNDATION WALL. FOUND. FOUNDATION T.O.W. TOP OF WALL U J AND ORDINANCES. } GENERALLY, SEPARATE DOUBLE J015T THE THIGKNE55 OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM 636 SPECIFICATION FOR GYPSUM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK I6. THE CONTRACTOR SHOULD FULLY GUARANTEE HI5 WORK AND THE WORK of FLOOR SHALL NEVER EXCEED A Ib SPAN. WALLBOARD, A5TM 03'7 SPECIFICATION FOR GYPSUM LATH, OR A5TM Clcl CONCRETE SLABS To HAVE 6x6 10/10 WELDED WIRE REINFORGIN6. I FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION Tr TREAD Q . SPECIFICATION FOR &YP5UM 5HEATHIN6 BOARD. THE 5UB-CONTRACTOR5 FOR 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. FRAME TVP. TYPICAL COMPLETION OF PROJECT. AS PER PAGE 6-003. 1.7. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN SOLID 8 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. Ib" WIDE x 8" 11. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, MEET THE PROV151ONS OF ANSI/AHA A155.4 BASIC HARDBOARD OF DEEP d 3'-0" BELOW GRADE. FRPR. FIREPROOF 11 U.O.N. UNLE55 OTHERWI5E NOTED ARGHITEGT/EN6INEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 20. P.T. SPECIFIES PRESSURE PRE5ERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD 51DIN6. � AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INGLUDIN6 ACCORDANCE W AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD FTG. FOOTING �T. -� VERTICAL ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.8 STRUCTURAL PANELS: GLA55 WINDOWS AND DOORS THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) METAL BY REPEATED BRUSHING, DIPPING, OR 50AKIN6 UNTIL THE WOOD I. ALL GLA55 TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. GYP. BD. GYPSUM BOARD V.I.F. VERIFY IN FIELD " IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS,5, DISEASE OR DEATH OR TO ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, 1.8.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL INJURY IB OR DESTRUCTION IN TANGIBLE PROPERTY (OTHER THAN THE WORK CONTRACTOR IS TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE 2. GLA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER H.D. HOLD DOWN w/ WITH ITSELF INGLUDINE THE LOSS OR USE RESULTING THEREFROM). (B) IS CAUSED K MANUFACTURER SUCH A5: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (P5 1) CONSTRUCTION AND CLEARANCES ARE PROVIDED. WHOLE OR IN PART BY ANY NEGLIGENT ACTT O OMISSION ). THE ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD,U.S. DEPARTMENT OF COMMERCE VOLUNTARY HDR HEADER WD. WOOD CONTRACTOR, ANY BY ANYTRAGTOR, ANYONE DIRECTLY OR INDIRECTLY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR 3. ALL SLIDING GLA55 DOORS,SKYLIGHTS, AND ANY GLA55 UNIT INSTALLED EMPLOYED R, ANY OF THEM, OR ANYONE FOR DIRECTLY ACTS AVD OF THEM MAY WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE GORE WITHIN IS" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED &LASS, HNGR HANGER �ZR ZONING RESOLUTION BE LIABLE REGARDLESS OF WHETHER OR NOT IT O CAUSED IN PART H A 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. UNLE55 OTHERWISE NOTED. PARTY INDEMNIFIED HEREUNDER. A. TRU55 JOIST MGMILLIAN IAE MIGROLAM HOR. HORIZONTAL B. GEORGIA PACIFIC 2.OE 6-P LAM 1.8.2. ORIENTED-STRAND BOARD (055), WAFERBOARD ORIENTED-STRAND 4. ALL GLA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFER.BOARD USED IN STRUCTURAL IONS SHALL MEET MANUFACTURER'S SPECIFICATIONS. BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK,, FRAMING, NAILING, PLACING I8. ALL MATERIALS, ASSEMBLIES, AND METHOD CONSTRUCTION INGLUDIN6 A. TRUSS JOIST MGMILLIAN 2.OE PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE CONTRACTOR ALL TO BE INSTALLED A5 PER MANU. SPEC.s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT INSULATION ` ,11\`Il��I1�1 M jl��l �I ®� � FENESTRATION �� I ®� �� I �� `�+ , TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWIN65, SPECIFICATIONS, 22 I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WSTANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR ENERGY CONSERVATION CONSTRUCTION GORE.WITH THE WOOD APPLICABLE GODS EVALUATION REPORTS. APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS FRAMING MATERIAL 5TANDARDS SECTION, THE C70VERNINO BUILDING GORE, 6. PROVIDE FLA5HIN6 PANS UNDER ALL 5LIDING 6LAS5 DOORS, WINDOWS, OR AND SRIZAT ON OF THE NOT BE PERMITTED WITHOUT WRITTEN AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL ANY OTHER TYPE OF CLASS UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. AUTHORIZATION OF THE ARGHITEGT/ENGINE`ER. CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A208.1 AND ANY REGUIREMENT5 AS SET FORTH IN THE MANUFACTURER'S CODE 1. ALL EXTERIOR DOORS ARE TO BE WEATHERED 5TRIPPED AND PROVIDE ALL PROPOSED DESIGN CODE PRESCRI PTI VE VALUE N THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS � 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF 50LID SAWN RAFTERS SHALL EVALUATION REPORT. SCREENS AND HARDWARE NEGE55ARY FOR PROPER FUNCTION OF SUCH UNITS. COMPONENT COPL I E5 NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS M NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE VALUE CITATION (PER 2020 NY5ECOC) PERTAINING ARE TO BE FIELD VERIFIED. OUTER THIRDS OF THE SPAN SHALL NOT EXCEED 6NE-SIXTH OF THE ACTUAL 1.8.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS 8. ALL GLA55 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 6LAS5 RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA Aig4.1 CELLULOSIC SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. _ 20. CONTRACTOR TO REMOVE d R REQUIRED ALL EXISTING WORK EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR A5TM 0205 STANDARD SPECIFICATION FOR WHICH INTERFERES WITH NEW CONSTRUCTION IN N A WORKMAN LIKE MANNER. q. ALL WINDOWS TO BE ANDER5EN. IF CONTRACTOR I5 TO SUBSTITUTE WITH MAX. U-VALUE = 0.32 IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. U-VALUE = 0.25 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'5 HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. ANOTHER WINDOW MANUFACTURER, IT IS THE RE5PON5151LITY OF THE FENESTRATION U-VALUE MAX. AIR LEAKAGE = 0.30 GFM/SF YE5 AIR LEAKAGE = 0.30 CFM/5F 1.8.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL 51DIN& USED IN CONTRACTOR TO VERIFY THAT THE CHARACT'ERISTIC5 OF THE WINDOW MATCH PER R402.4.3 6 TABLE R402.1.4 - CLIMATE ZONE 4 SPEGIFIGATIONS, UNLESS NOTED OTHERWIS'=. 24. NOTCHES IN EITHER EDGE OF 57UPS SHALL NO"" BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REGUIREMENT5 OF U.S. THE CHARACTERISTICS OF THE ANDERSEN WINDOW 5PECIFIED. THE 22. PROVIDE FIREBLOCKIN6 AS PER NEW YORK ACCE551BILITY STANDARDS. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DEVON PRESSURE, THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (PS- 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA, AND E6RE55 CEILING R-VALUE R-4q BATT INSULATION MIN. R-VALUE = 4q YES 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 APPLICABLE CODE EVALUATION REQUIREMENTS. PER TABLE R402.1.2 - CLIMATE ZONE 4 UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS OF THE HOLE SHALL NOT BE CLOSER THAN 5/8" TO THE EDGE OF THE STUD. REPORTS. COPYRIGHT PROTECTION ACT OF IggO (Al^IGPA), WHICH HAS SEVERE PENALTIES. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GRO55-SECTION. 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL TEMPERED CLASS. EXTERIOR (2"xb") WOOD R-21 BATT INSULATION MIN. R-VALUE = 20 (CAVITY) YES 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.1. FRAME WALL R-VALUE PER TABLE R402.1.2 - CLIMATE ZONE 4 CODES AND REFERENCE STANDARD: CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, II. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK NOTES, AND TABLES ON PACE 6-003 d 6-004. THE FASTENING SCHEDULE 2.2.1. BOL75: BOLTS SHALL COMPLY WITH ANSI/ASME B 18.2.1 5GUARE AND GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE N STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 SPECIFIES THE REQ'D NAILING FOR THE 5HEATHIN6 (ANY NAILING MISSILE TEST OF ASTM Elqqb AND A5TM E1886 AS MODIFIED BY 2020 NYS BG MIN R-VALUE = Iq YE5 z NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING HEX BOLTS AND SCREWS (INCH SERIES). FLOOR R-VALUE R-30 BATT INSULATION SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET PER TABLE 8402.1.2 - CLIMATE ZONE 4 w STATE ENERGY CONSERVATION CONSTRUCTION CODE. SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2,2,2. LAO SCREWS: LAO SCRE1045 OR LAO BOLTS SHALL COMPLY WITH ANSI/ THE REQUIREMENTS OF AN APPROVED IMPACT-RE515TANT STANDARD OR SHEAR.WALL SYSTEM (INSTALL A5 PER APPLICABLE DETAILS 4 MANU. 51FEG.'5). AN51/DA5MA 115. ASME 818.2.1 5GUARE AND HEX BOLTS AND SCREWS (INCH SERIES). COMPLIANCE 5TATEMEN7: 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND 5PEGIFICATION5 ARE IN U WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2016 WOOD FRAME 2.2.3. TRUSS METAL CONNECTOR PLATES: TRU55 METAL CONNECTOR PLATES 12. AS AN ALTERNATIVE TO NOTE #11 ABOVE, WOOD STRUCTURAL PANELS WITH CONSTRUCTION MANUAL BY THE AMERICAN, FOREST 4 PAPER ASSOCIATION 26. COLUMN BEARING A5 FOLLOV45: SHALL MEET THE REQUIREMENTS OF AN51/TPI I NATIONAL DESIGN A THICKNESS OF NOT LE55 THAN a" AND A SPAN OF NOT MORE THAN 8' SHALL COMPLIANCE WITH THE 2020 NYS ENERGY CONSERVATION CONSTRUCTION CODE U51NO CHAPTER 4 [RE]. W (AFWA) AMERICAN WOOD COUNCIL (AWG). WOOD P05TINO TO BE BLOCKED SOLID TO FOUND. WALL w/ END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION, BE PERMITTED A5 GLAZING PROTECTION. PANELS SHALL BE PRECUT AND TREATED WOOD S FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE 60VERNIN0 BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS ATTACHED TO THE FRAMING 5URROUNDING THE OPENING. PANELS SHALL BE 3. ALL PLUMBING WORK SHALL CONFORM 'TO THE 2020 NEW YORK STATE WALL w/ STEEL SHIMS 8 A MIN. 3/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS PLUMBING CODE. SECURE w/(2) 1/2" IP ANCHOR BOLTS (4 LONG EXPANSION BOLTS ® PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE EXIST. WALLS d 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR 5TRAPPIN6 51ZE AND R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT H 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE P05TIN& ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. Ib" GAGE ARE SPECIFIED, MINIMUM ASTM A653, STRUCTURAL QUALITY, ON THE ION-RE515TANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED � MECHANICAL CODE AND 2020 NEW YORK STATE FUEL GAS CODE. WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL ON THE BUILDING. TABLE R50I.-T 5. ALL ELECTRICAL WORK SHALL CONFORM TO 201'1 NATIONAL ELECTRIC HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY CLIMATIC OEOORAPHIC DE5ION CRITERIA CODE, ELECTRICAL RI AND 2020 NEW YORK STATE ENERGY CONSERVATION IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE W ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S ALLOWABLE DEFLECTION OF 5TRUGTURAL MEMBERS PROJECT: NFFASTANDARD SHEARWALL HARDWARE (W NOTED VALUES) 8 ANCHOR BOLTS, GORE EVALUATION REPORTS. ELECTRICAL: CONSTRUCTION GORE. 1. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM GROUND SNOW LOAD 25 LB5 U.O.N. WITH TOP (2)CAPE, ® STEEL COLUMNS TO BE MIN.,V4" SENT PLATE L LONG 2 2 5 NAILS: NAILS SHALL COMPLY WITH A5TM F 166'1 STANDARD TO 201'1 NATIONAL ELECTRIC CODE, NFPA -70 AND 2020 NEW YORK STATE w/b' RISE 8 U.O.N.(2) /4 D BOLTS THROUGH CENTER LINE OF VERTICAL LE65 SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. ENERGY CONSERVATION CONSTRUCTION GORE. ALLOWABLE DAN I LCZYK SET 6 DIST., U. - ADDITIONAL INFO. IS FOUND ON PAGE 6-003. STRUCTURAL MEMBER DEFLECTION BASIC WIND SPEED 130 MPH GENERAL WIND PROTECTION CONNECTION NOTES: 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC, NAILS AND STAPLES 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON SUN 800 M ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE COMPLETION OF WORK. RAFTERS HAVING SLOPES GREATER THEN 3/12 EXPOSURE CATEGORY B CONSTRUCTION;5STD 10-qq AND 2018 55G HIGH WIND EDITION WOOD FRAME AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE L1180 CONSTRUCTION MANUFACTURER'S CODE EVALUATION REPORTS. 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA -12: W/ NO FINISHED CEILING ATTACHED TO RAFTERS I. A CONTINUOUS LOAD PATH BETWEEN FOOTIN65, FOUNDATION WALLS, - GENERALLY,VERIFY OR PROVIDE HARD WIRED SEISMIC DESIGN CATE60RY B FLOOR5, 5TUD5 AND ROOF FRAMING SHALL BE PROVIDED, ASPHALT ROOFING SHINGLES 2.2.7. 5CREW5: SCREWS SHALL COMPLY WITH ANSI/A5ME B 18.6.1 SMOKE DETECTORS w/ BATTERY BACK-UP IN: INTERIOR WALLS d PARTITIONS H/180 I. ALL SLOPED ROOFING SHIN6,LE5 SHALL BE OAF-GLASS-A ASPHALT ROOFING WOODSGREWS (INCH SERIES). WEATHERING SEVERE 550 CEDAR POINT DR. E. .2. APPROVED CONNECTORS, ANCHOR5 AND OTHER FASTENING DEVICES NOT SHINGLES OR APPROVED EQUAL. A. EACH SLEEPING ROOM INCLUDED IN THE STANDARD BUILDING GODS, SECTION 230:6 OF IBC SHALL FLOORS B PLASTERED CEILIN55 L/360 FROST LINE DEPTH 3'-0" SOUTHOLD NY 11971 BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 2. 5HINCLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLE55 OTHERWISE B. OUTSIDE OF EACH SEPARATE 5LEEPIN6 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE AREA IN THE IMMEDIATE VICINITY OF ALL OTHER STRUCTURAL MEMBERS L/240 AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL MECHANICAL CONNECTIONS: THE BEDROOMS (GENERALLY THE HALLWAY) TERMITE MODERATE TO HEAVY DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL LINE. 4 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. DRAWING TITLE: AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. 1. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE G. EVERY LEVEL OF DWEXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 ELLING ICE BARRIER REQUIRED YES 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. (BA5MENT, FIRST FLOOR, 8 SECOND FLOOR, ETC.) GENERAL NOTES 4. WHERE WINDOW5 AND DOORS INTERRUPT WOOD STRUCTURAL PANEL CONSTRUCTION. EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 5HEATHIN6 AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE 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 MANUFACTURER'S BY "SIMPSON" MANUFACTURER. AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. SPECIFICATIONS. EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 STRUCTURAL DESIGN CHARTS 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING 5. NAILING OF ROOFING SHALL BE TO GORE. RAFTERS EXCEPT WHERE COLLAR TIES OF 1"xb" OR 2"x4" LUMBER 15 INDICATED IN UES, CONTRACTOR PRODUCT LITERATURE. THERE MAY I SEVERAL LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY b. CORROSION RESISTANT II GAGE ROOFING NAILS AND I6 GAGE STAPLES ARE LOADING VALUES ARE LE55 THAN WHAT 15 SPECIFIED BY "SIMPSON" RAFTERS. PERMITTED 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED STRUCTURAL DES I C N LOADS PAGE: 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER SEARING. "i. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR 2:12 PITCHES TO 4:12 PITCHES 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER -1. FLOOR TO FLOOR HOLD-DOWNS TO BE: PROVIDED EVERY 48" AND EVERY G-002mOO MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. USE LICE LOAD DEAD LOAD Ib" WITHIN 4' OF EXTERIOR CORNERS. 8. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF 8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE 5HA_L BE ANCHORED THE SEALANT TO UPLIFT FORGES U51NC A5TM D 6381. 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER SPEGIFIGATIONS OF THE PRODUCT BEING INSTALLED EXTERIOR BALCONIES 40 psf 15 psf OF J" AND 3"x3"xj" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 1. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR ARCHITECT DECKS 40 psf 15 psf BOLT5 SHALL HAVE A MINIMUM EMBEDMENT OFT' IN CONCRETE/MASONRY DATE: 03/16/22 2 OF 7 FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS GYPSUM WALL BOARD 8. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT P S5 G R VEHICLE GARAGES 50 psf A5 PER PLAN AND AT SPACING NOT EXCEEDING 4' ON CENTER. HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED COMPOUND METHOD. BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. ATTICS WITHOUT 5TORA6E (MAX CLEAR HOT< 42") 10 psf 15 psf 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND GEILIN6, UNLESS OTHERWISE NOTED. WATER RF-515TANT (W.R) AT BATHROOMS AND WHERE ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 psf 15 psf DEEMED APPLICABLE. SITE WORK ROOMS OTHER THAN SLEEPING ROOMS 40sf 15 sf D A&C I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR 3. 5/e,", ONE HOUR RATED, TYPE X GYPSUM BOARD ON GEILIN6 AND WALLS INSULATION p p '�� (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED A �`( U 2. VERIFY ALL GIVEN DATA ON DRAWIN55. IF THERE 15 A DISCREPANCY, IN EACH DIRECTION BEYOND THE UNIT(5). AL50 AT HEAT PRODUCING FIBEROLA55 BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. 5LEEPIN6 ROOMS 30 psf 15 psf �� d� -"`, 0 RECEIVE CLARIFICATION FROM ARCHITECT/ENGINEER PRIOR TO PROCEEDING. EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL FOIL TO BE PLACED TOWARD WARM SIDE. CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. STAIRS 40 psf 15 psf Ail 5. 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION � .. _ STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND ED6E5 SHALL BE WALLS FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY L�.�� SITE. STOCKPILE ALL EXCAVATED MATERIALS. TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE GUARDRAILS AND HANDRAILS 200 psf 15 psf TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. FOUNDATION WATERPROOFING. 4. NEW AND EXI5TIN6 BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE Fg��l' � ,. 03:,.. Off, MATERIAL THAT 15 UNSUITABLE OUTSIDE CORNERS AND AROUND 3. GENERALLY, UNLESS NOTED OTHERI^U5E, INSULATE AS FOLLOWS: 12 psf FOR ATTIC I� F �y ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MA 5. METAL CORNER BEAD TO BE USED ON ALL - q" R-30 FOR FLAT GEILIN55 ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf I5 psf FOR CATH. �BUIL[Ji1�(I t?�F+7 OF 1`1E FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. ALL OPENINGS. - 8.25" R-306 FOR VAULTED AND CATHEDRAL CEILINGS "ft l^u„pE-e 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE 6-003. - 3.5" R-13 FOR 2"x4" WALL CONSTRUCTION OUTHO I) - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH - 5.25 R-21 FOR FLOORS ASCE '7-10 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) HOLE7)ONN DETAILS T`I'C I GAL NA I L I N /STRAFFI NO REGU I REMENTS FOR FASTENING SCHEDULE a a) UPLIFT SHEAR � LATERAL lel I ND RES I STA1�0E a ALL HARDWARE TO BE INSTALLED A5 PER MANU. SPEG.'s;MANUFACTURER NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS p �— 07 SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 0-003 FOR STRAPPING AND NAILING REQUIREMENTS, W ,` � N "ALL 5TRAPPIN5 TO BE V4"x 20 GAIJOE" -- "SIMPSON" EQUIVALENT - 0520 (COILED STRAP) AND ROUGH OPENING FRAMING REQUIREMENTS) ,J � Tq ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE VA *U5E IOd NAILS IF 5TRAPPINC I5 OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWG 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 5.1) w }: ___j /� DESGRIPTI ON FASTENER SPEC. FASTENER Z HOEDOWN �� O DO B GONNEGTION A N.A I L I NO G R I D AND QUANTITY SPACING _ z FOR NEW a EXIST, J FOUNDATIONS ROOF 4 GE I L I NO FRAM I NO P: L �Y I.DIM's ARE ALL MIN.Ws BASED ON USE OF ONLY A Ibd ir 0 ENDWALL ENDWALL COMMON NAIL w/o PREBORED HOLES. 0 ' O O (5) 2x FULL / (5) 2x FULL CORNER STUD �ry 2 RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 6-005 PER RAFTER 0- LO it HE16HT STUD HEIGHT STUD AT RAFTER TO RIDGE 2.WOOD 15 ASSUMED TO BE DF,#2 d BTR. IN DRY USE CORNER STUD CONNECTED TO R.R. 2" SERVICE Z CONNECTED TO TRANSFER SHEAR CONNECTION: CEILING J015T TO TOP PLATE (TOE-NAIL) SEE PAGE 6-005 PER J015T 8.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL O /TRANSFER SHEAR "SIMPSON" HDO5 jIE �Y (EVIDENT DURIN6 INITIAL INSTALLATION)PREBORE THE NAIL = Q 2-Ibd COMMON HOEDOWN ANCHOR ® 2-16d COMMON • • • • GEILIN6 JOIST TO PARALLEL RAFTER (FACE-NAIL) SEE PACE 6-003 EACH LAP FOR STRAP - 3 8 d COMMON J ' • HOLES,SET NEW MEMBER. LOCATIONS NOTED NAILS ® 6" O.G. $ NAILS a EA. END OF STRAP. • • • • • • 4.NO MIXING OF NAIL 51ZES OR TYPE5 ALLOWED Z NAILS ® 6" O.G. 6 ON PLANS 10" O.G. IF BLOCKED • • GEILIN6 JOIST LAPS OVER PARTITIONS (FACE-NAIL) q-Ibd COMMON EACH LAP Q Lu O" O.G. IF BLOCKED CORNER P057 FOR ROOF SLOPES UNDER 5:12 WITH ?+ • • 5.SEE SECTION b FOR ANY REQ'T TO CLINCH THE NAILS(TOJ CORNER POST G.J. G.TIES TIGHTLY BOND THE END OF THE NAIL TO A 90' ANGLE,SEE J 00 ° ROOF SPANS OF 24 OR GREATER, GRAPHIC BELOW) COLLAR TIE TO RAFTER (PAGE-NAIL) SEE PAGE 6-003 PER TIE � � � "SIMPSON" HDQ95 USE 4 e d COMMON NAILS HOLDOWN ANCHOR® EA. END OF 57RAP FOR ROOF b.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) 2-8d COMMON EACH END LOCATIONS NOTED ON PLANS SLOPES OF 5:12 AND GREATER. GR Two 2. -PLACEMENT OF NAILS t SPIKES E TABLE c.� O a RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END Z >. 4 CONNECTION BI � B2 Q Z eq AT RAFTER TO TOP PLATE TO STUD m -i cV HOLDOWN INSTALLATION OPTIONS: • GONNECTION: WALL FRAMING r*-- = LO FOR NEW P. GONG. FOUND.'s ° ° ° FOR STRAP - B d�COMMON NAILS ® B2 TOP PLATE TO TOP PLATE (FACE-NAIL) 2-Ibd COMMON I PER FOOT 0 J O HOLDOWN CAST IN PLACE w/1/5"0 THREADED ROD • • EA. END OF STRAP: • • FOR EXIST. P. GONG. OR NEWLY GURRED FOUND.'s . • sEe WHEN IN TOWN OF I5LIF OR NAILING I TOP PLATES AT INTERSECTIONS (PAGE-NAIL) 4-Ibd COMMON JOISTS - EA. SIDE 1/5"0 THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTONOTE"' GEOMETRY EXCEEDS THAT PERMITTED IN CONCRETE w/ "5IMP5oN" SET(HIGH STRENGTH EPDXY ---� E31 • • MAX. NAILING GRID ABOVE UTILIZE • • STUD TO STUD (FACE-NAIL) 2-16d COMMON 24" O.G. ADHESIVE), $ FOR TEMP.'S O"F-40'F USE "51MP50N" AT I 51MP50N # H2A (OR EQUAL) RAFTER TIE W (HIGH STRENGTH ACRYLIC ADHESIVE) HEADER To HEADER (FACE-NAIL) Ibd COMMON Ib" O.G. ALONG EDGES * FOR TOENAILINC - 3 8 d COMMON NAILS FOR EXIST. /NEW G.M.U. (GONG. BLOCK) F_ FILL TOP 2 COURSES 50LIP $ CAST IN PLACE HOLDOWN USE SAME s TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD W W'7/95"O THREADED ROD CONNECTION �' FOR G.J. TO R.R. - a 16 d COMMON NAILS REQUIREMENTS FOR BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, RAISED G.J.'s(WHEN 2-Ibd COMMON I� PER FOOT ~ V APPLICABLE) FOR EA. PLATE TO STUD ABOVE 8 OR BELOW AT G.J. TO G.J. CONNECTION: ENDJo15T, or BLOCKING (PAGE-NAIL) = J HOEDONN G HOEDOWN 'D' _� _Ih_d COMJMON NAILS FOR G.J. TO G.J. - a 16 d COMMON NAILS FLOOR FRAMING Q FOFOUNDATONSTFOR NEWLY POURED GONNEGTION GI G2 + J015T TO SILL, TOP PLATE or 61RDER (TOE-NAIL) 4-5d COMMON PER J015T = FOUNDATION ® ONE STORY ONLY • (5) 2x FULL ENDWALL HEIGHT STUD CORNER STUD BRIDGING TO JOIST (TOE-NAIL) 2-ad COMMON EACH END CONNECTED TO "SIMPSON" HDQS TRANSFER SHEAR • AT STUD TO FLOOR ASSEMBLY NAILS ® b" O.G. BLOCKING TO J015T (TOE-NAIL) 2-ad COMMON EACH END "'. (5) 2x FULL TO STUD CONNECTION: BLOCKING TO SILL or 5-I6d COMMON EACH BLOCK HOLDOWN ANCHOR ® HEIGHT STUD LOCATIONS NOTED 2-Ibd COMMON G2 ; TOP PLATE (TOE-NAIL) ON PLANS 10" O.G. IF BLOCKED G CORNER POST FOR STRAP - 3 8 Sd COMMON LEDGER STRIP To BEAM (FACE-NAIL) 5-16d COMMON EACH JOIST o O NAILS ® EA. END OF TRAP JOIST ON LEDGER TO BEAM (TOE-NAIL) 5-5d COMMON PER JOIST 2-I6d CCNMCN FOR EA. PLATE TO STUD ABOVE OR NAIL5 ® " O.C. BELOW - 2 I6 d COMMON NAILS BAND JOIST TO JOIST (END-NAIL) 5-16d COMMON PER J015T BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-16d COMMON I PER FOOT • • d ' ROOF SHF-ATH:NO d STRUCTURAL PANELS: INTERIOR ZONE ad COMMON b" EDGE / 12" FIELD a "SIMPSON" 5T D14RJ CONNECTION DI D2 SOLID PERIMETER EDGE ZONE z ad COMMON b" EDGE / 6" FIELD HOLDOWN INSTALLATION OPTIONS: o EA.BAY GABLE ENDWALL RAKE OR RAKE TRU55 w/ ad COMMON 4" O.G. FOR NEW P. GONG. FOUND.'s UP TO 1" RAKE OVERHANG HOLDOWN CAST IN PLACE w/1/95"(P THREADED ROD ��^ __-- FOR EXIST. P. GONG. OR NEWLY CURBED FOUND.'s AT STUD TO FLOOR ASSEMBLY TO 51 LL GE I L I NO SHEATH I NO � 115"0 THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO • * PLATE(5) CONNECTION: D2 CONCRETE w/ "51MP50N" SET (HIGH STRENGTH EPDXY1/2" MIN. . 1 ADHESIVE), $ FOR TEMP:s O"F-40"F USE "SIMPSON" AT CORNER. SIE GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD (HI6F+ STRENGTH ACRYLIC ADHESIVE) ONE #4 REBAR a d FOR STRAP - 3 8 d COMMON NAILS ® EA. SPECIFIED ON D I END OF STRAP (WRAP STRAP UNDER SILL PL) FOR EXIST. /NEW G.M.U. (GONG. BLOCK) TYP. FOUND. NOTE WALL SHEATHING FILL TOP 2 COURSES SOLID 6 CAST IN PLACE HOLDOWN o " FOR EA. PLATE TO STUD ABOVE 8 OR BELOW - I H w/1/95"O THREADED ROD _2 _ICG_ d COMMON NAILS STRUCTURAL PANELS ad COMMON b" EDGE / 12" FIELD a °. . /� I/� I ° ALTERNATE CONFIGURATION - ABOVE STUD TO GYPSUM WALLBOARD 5d COOLERS '7" EDGE / 10" FIELD NA I L NO/57F;'P�t PP I i��J W I I�l D®W/D®®R HEADER ° FLOOR CONNECTION w/ # LPT4 SIMPSON (OR STRAP w/ E z 8d NAILS m EA.END Z STANDARD/ALTERNATE EQUAL) ® PLATFORM TO 5ILL PLATES EA E0 STRAP TO ui FEOOR SHEATH I NO (SUBFLOOR) 2 EA.J1sr-(FOR ALTERNATE USE SIMP50N H2SA) NOTATION: v A - NUMBER OF ad NAILS ® EA. END OF STRAPPING (2018 WFGM,TABLE 3.1,P. 1959) GONNEGTION ESTRUCTURAL PANELS: B - NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (2015 WFGM, TABLE 5.25B,P. 2ql) --- -� I" or LESS; ad COMMON b" EDGE / 12" FIELD w G - NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER (20195 WFGM,TABLE 5.250,P. 2q2; , GREATER THAN I": IOd COMMON b" EDGE / 12" FIELD ALTERNATE AS PER TABLE 5.25D,P. 2q5) D - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER ® EA. SIDE • 1 - NAILING REQUIREMENTS ARE BASED ON WALL 5HEATHIN6 NAILED b" O.G. AT THE PANEL EDGE, W A D (20195 WFGM, TABLE 3.1,P. lactAT STUD TO FLOOR ASSEMBLY TO 5ILL ALTERNATIVE NAILING 50HEDULF-5 SHALL BE USED WHERE WALL 5HEATHING NAILING 15 REDUCED. Q E - NUMBER OF JACK STUDS ® EA.EA. END OF HEADER(2018 WFGM,TABLE 3.22F,P. 288) " F - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT JACK STUD To END OF 51LL(5) ® EA. SIDE 9 PLATE(5) CONNEGTION FOR EXAMPLE, IF WALL 5HEATHIN6 15 NAILED 5" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER G `^ ° ° SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED OR (DOES NOT APPLY TO DOORS) (2015 WFGM, TABLE 3.8, P. Iql) d °a ,a d .a ° SLAB ON GRADE APPLICATION: 2 ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. < ° - WHEN WALL 5HEATHIN6 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF PROJECT: FOR STRAP - 5 8 d COMMON NAILS a EA. NAILS SHALL BE PERMIT-IED TO BE REDUCED TO I-IGD NAIL PER FOOT. E s - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH FASTENING 5r_,HEDULE B END OF STRAP (WRAP STRAP UNDER SILL PL.) DAN I LCZYK d° SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS d' d ° �° USED. (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 20195 EDITION) FOR EA. PLATE TO STUD ABOVE OR BELOW - USED. -1 6_ d COMMON NAI L5 S U N R O O M A NOTATION ROUGH A B G D E F G oPNG 550 CEDAR POINT DR. E. 2 1 1 1 1 1 SOUTHOLD, NY 11971 4'-0" 4 1 2 2 2 2 SPL I Ci I NO OF TOP PLATE OABLE ENDWALL PROVIDE (2) 2"x10" HDR (MIN.) U.O.N. 6'-0" 5 1 5 5 5 5 BRAGINO/STRAPPING DRAWING TITLE: (B) - REQUIRES SILL PLATES OF 2"xb" (MIN.) TOP PLATE BLOCKING 2 FORSRAKES 12"OE HOLDOWN, ANCHOR BOLT, 8'-0" '7 2 5 4 4 4 SPLICE --} TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAYS BACK® BLOGKIN6 m 12"O.G. `EN6TH I FOR WIND - EXPOSURES B4G - FOR WIND - EXPOSURES 68C - 4'-0" o.C. To AGHEIVE RAKE O.H. STRAPPING, & NAILING DETAILS ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF FASTENING SCHEDULE 2 BUILDING MINIMUM 5PLICE' ,54 BUILDING MINIMUM SPLICE"'` DIMENSION (FT) LENGTH (FT) DIMENSION (FT) LENGTH (FT) 8d NAILS EA. END) PAGE: 12'-0" 21-011/2'-6" 12'-O" 5'-O" OF EA. STRAP �I//'' /� � II Ib'-O" 3'-O"/5'-q" Ib'-0" 4'-O" ATTIC G-003m00 AI�IL/H®R �®LT S�E� F GAT ®I�15 20'-0" 4'-O"/5'-O" 20'-0" 5'-0" SPECIFICATION (20195 WFGM TABLES 5.2A 8 5.25, P. 15'1-160) LOCKINO „ , „ BACK® 4=0" OYG. CORNER 24-O 41-011/51-C)" 24-O b-O CONDITION sq FOR ALL 5TRU0TIURE5: DATE: 03/16/22 3 OF 7 ANCHOR BOLTS a 5a" O.G. 295'-0" 51-011/6'-3" 28'-0" 52'-0" b'-O"/7'-6" 52'—O" b'-O" N SECOND FLOOR g t`u p 56'-0" 1'-O"/b'-q" 56'-0" NOTES: I.TABULATED SPLICE LEN6TH5 ASSUME TOP PLATE-TO-TOP PLATE CONNECTION USING 2-I66 NAILS PER FOOT.FOR SHORTER SPLICE " I. MIN. '7" EMBEDMENT INTO CONCRETE LEN6TH5,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40'-0" a-O /10-O' 401-011 111-01, • PROVIDE AN EQUIVALENT NUMBER OF NAILS BLOCKING 2 BAYS END w/ 5" SQUARE WA5HER5 AND END NUT SETUP; BACK a 4'-0" O.G. 15 EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 8 FILL Cy TOP TWO COURSES SOLID 2.TABULATED SPLICE LENOTH5 ASSUME A BUILDING LOCATED 50-O 10-O%12-b 5C-O IB-O � ONS p CONDITION IN EXPOSURE B TYP.STRAP w/(5) � d bd NAILS EA. END �� ►;;, cV 5.TABULATED SPLICE LENGTHS ARE BASED ON 6 FOOT WALL 950'-0" 12'-0"/15'-O" 60'-O° Ib'-O" OF EA. STRAP 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR HEIGHTS FOR OTHER WALL HEIGHT5,H,THE TABULATED UNIT LATERAL LOADS SHALL BE MULTIPLIED BY H/8; FIRST FLOOR PLAN DIAGRAM OF ZONES OR REPLACED BY HOLD DOWNS FOR SHEARWALLS FOR ALTERNATIVE WALL HEI6HT5 MULTIPLY THE ABOVE '701-011 141-011 '70'-0 NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR 5. ANCHOR BOLTS ARE TO BE BETWEEN 6" $ 12" (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): 50 1-011 16-011-0 &01-011 221-01. �� 0 7 FROM ENDS AND CORNERS (TWO ® CORNERS) a'WALL- 1.125 (SEE DIAGRAM TO LEFT) Io'WALL- 1.25 -- `At II'WALL- 1.3'75 BLOCKING 2 BAYS 0� N�V° 12'WALL- 1.5 THIS COLUMN w/MULTIPLIER SACK® 4'-O" O.G. �' 4. COORDINATE w/ HOLDOWN LOCATIONS FOR 10'-0"WALL 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL 1-IISCELLANEOUS FRAMING GRAPHICS CONTINUOUS BUILT-UF C 1 RDERS, 5 OR 1-IORE SUPPORTS a� (THAT EXCEED FRAMING 5TANDARD5, IT 15 REG'D FOR FRAMER TO HAVE A F I REBLOGK I NC FOR PLATFORM HOOD FRAM I NC a WORKING KNONLEDGE OF THE AMERICAN WOOD COUNCIL [AWG] DETAIL BOOK CONNECTION PATTERN SCHEDULE ASSEMBLY REQUIREMENTS: (FOR ENGINEERED LUMBER [le. WOOD I-JOISTS] SEE MANU. SPEG.'s FOR ADDITIONAL INFO.) AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) BETWEEN 1/6 w z o s 1/4 OF A WHEN GIRDERS MADE UP OF JOISTS NAILED CONNECTION � LV = N DESCRIPTION TOGETHER SIDE BY 51DE ARE CONTINUOUS OVER BLOCKING UNDER LOAD BEARINO NALL PATTERN THREE OR MORE SUPPORTS, JOINTS ARE TO BE 1. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES J H e-I i- MAX.52" LOCATED BETWEEN ONE 51XTH AND ONE QUARTER AS FIRE-STOPPING. W NON-LOAD BEARIN�� NALL OFFSET FROM SUPPORT A (2)ROWS IOd NAILS a 12"O.G. P Q W >- THE SPAN LENGTH FROM AN INTERMEDIATE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST STUDS STUD B (3)ROWS lOd NAILS o 12"O.G. SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE SERVES A5 FIRE5LOPPIN6. Z SUBFLOOR P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE O z (2)ROWS 1/2" m BOLTS a 12'O.C.STA66ERED; JOINTED ON THE SAME 51DE OF THE SUPPORT. 3. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE J /5UBFLOOR G DBL.o ENDS TWO-PIECE PLATE SERVE AS FIRcSTOPPIN6. J J SOLE PLATE BUILT UP 61RDER P MAX 32" SOLE PLATE D (2)Rows 1/2" m BOLTS a 16"O.G. NAILING: C) 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE OJ015T SERVES AS)ROWS I/2"�BOLTS• 24"O.G. FIRE5TOPPIN6. E SIDE WITH IOd NAILS, TWO NEAR EACH END OF O (2 BETWEEN 1/6 EACH PIECE, OTHERS 5TA66ERED WITH A DISTANCE 5. FIRESTOPPIN6 SHALL BE 2 INCHES OF WOOD BLOCKING F (2)ROW5 5-5/8"TRU55LOCK SCREWS 0 12"O.G. 3 1/4 OF A OF I& INCHES BETWEEN NAILS IN A HORIZONTAL OR OF NONCOM-BUSTIBLE FILL. >_ 41 m SCREWED ON(1)SIDE OF MEMBER LINE; OR GIRDERS ARE TO BE NAILED FROM EACH Z 6 (2)ROWS 5-5/8"TRU55LOCK SCREWS a 16"O.G. < P SIDE w/ IOd NAILS, TWO NEAR EACH END OF EACH 6. FOR PLATFORM FRAME GONSTRUGTION: THE SOLE O SCREWED ON(1)SIDE OF MEMBER JOIST, OTHERS 5TA66ERED w/ A DISTANCE OF 52" AND 2 INCHES OF WOOD BLOGKIN6 PLACED BETWEEN = H (2)ROW5 5-5/8"TRU55LOCK SCREWS a 24"O.G. P BETWEEN NAILS IN A HORIZONTAL LINE. JOISTS SERVE AS FIRESTOPPIN6. (- JOIST SCREWED ON(1)SIDE OF MEMBER MAXIMUM OFFSET (2)ROWS 5"TRU55LOGK 5CRENS O 12"O.G. THREE-PIECE '7. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND Q LII J BUILT UP 61RDER MAX.52" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS -� JOIST DEPTH, d SCREWED ON BOTH SIDE OF MEMBER MATCHED SIZE OF BLOCKING NAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. SERVE AS FIRE5TOPPIN6. J 00 (2)ROWS 5"TRUSSLOGK SCREWS o I6"O.G. 4 UNDER NON-LOAD BEARIN FIRESTOP O AND K SCREWED ON BOTH SIDE OF MEMBER PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE z a) p BLLOCKING OTHERS STAGGERED w/ A DISTANCE OF NOT MORE 3 8. THE HEADER SERVES AS FIRE-STOPPING. Z Tj PARTITIONS ® 32" O.G. STUD L (2)ROWS 5"TRU55LOGK SCREWS• 24"O.G. BETYVEEN I/b „ SCREWED ON BOTH SIDE OF MEMBER a 1/4 OF A THAN 52 BETWEEN NAILS IN A HORIZONTAL LINE. DOUBLE PLATE - Q. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL J r'•I O BE DED BETINEEN STUS IN GE I L I NO BRAG I NO NOTE: P FOUR-PIECE GIDER5 ARE TO BE A55EMLED AS 5TR GER TO SERVE AS PIRESTOPPIN6.N ADJACENT TO z CANTILEVERED FLOOR I.BEAMS a HEADERS NOT NOTED WITH CONNECTION PATTERN ON 5HOWN, AND NAILED w/ 20d NAILS A5 SPECIFIED Q Z ei OABLE ENDNALL PLAN SHALL USE CONNECTION PATTERN 'A'WHEN 6"OR SMALLER FOR THE THREE-PIECE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR N E CONNECTION PATTERN'B'WHEN 10' OR LARGER P FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH L'- w cfl STUD 2.WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL Ln m OFFSET FASTENERS R FROM ONE 51DE TO THE OTHER BUILT PI GIRDER HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH P GIRDER5 ARE TO BE SECURELY ANCHORED TO I � = LO SOLE PLATE 2"x4"CONTINUOUS GABLE END MA50NRY PIERS, NAILED TO WOOD POSTS OR THE EVERTICAL SHALL NOT BE REQUIRED WHEN THE BOTTOM OF NO O Q SUBFLOOR LATERAL BRACE 0 V O.G. TRU55 BOLTED TO STEEL COLUMNS. ANDHIMMNEY. �THE SPACE ABOVEPENINO 15 DTHE FIRE SBY TTOPP N6 SHALL R ON THE IBE J O BAND J015T , 2) 10d NAILS TRU55 OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED G.J. AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL NA I L I NO PATTERNS FOR SIDE LOADED SEAMS (I c " FLUSH BEAMS) PLATFORM FRAME CONSTRUCTION SHRINKAGE IBLE KS LATH,H,EXTENDING TO CHIMNEY FACES, WILL SERVTHE INTERIOR FINISH. PLASTER GEILIN6 SERVE IO) ad -LOCATIONS REQUIRUN6 FIRESTOPPING- NONCOMBUSTIBLE L AILS AS FIRE5TOPPIN6. Na' FIRE- FIRE- WOOD FIRESTOPPIN6 FIRESTOPPIN6 STOPPIN6 5TOPPIN6 FIRE- FIRE- FASTENING RECOMMENDATIONS FOR SIDE-LOADED, STOPPING STOPPING SOLE W MULTIPLE-PIECE MEMBERS JOIST « I 5d COOLER NAILS® 10" O.G. NAILED BOLTED 2'x4' BLOCK NAILED TO EA.BRACE VERTICAL U €' J �BLOGKIN6 2 Rows 16a S ROWS 1ba 211!at*• 2 ROWs)�• 2 RowsX,• r! W(4) IOd NAILS COMMON COMMON DOLTS•24" BOLTS BOLTS FIRESTOPPIN6 WEEN O 12'O.G. O 12"O.C.. O.G.5TA6--1 O 12'O.G. O 6"O.G. " " ' - COVERING IS APPLIED 1DE OF STUD 6YP5UM BOA 20 ga. STRAP TWO ROWS 12"O.C. THREE ROW5 12"O.G. ro JOISTS DOUBLE PLATEIO) 8d NAILS ° ° ° ° ° ° ° ° LOCATION I LOCATION 2 LOCATION 5 Q L *5d COOLER NAILS® 10" O.C.oGBEAM SELECTION w/ STD. NAILING LOCATION 4 ENDWALL STUDS AS NOTED IN NOTES '7 8 5 s JOIST SHALL BE LOCATED DIRECTLY •EN TES ALT.FOR USE OF DRYWALL SCREWS ° ° ° ° ° FI�OPP' Ne SLE We IrAIOON� OVER STUDS, UNLESS TOP PLATE 15 4" a EDGE/12"s FIELD FULLY BLOCKEDSOLE of 61RVER '... . I.TOP AND BOTTOM ROWS SHOULD BE 2'FROM ED6E5 HOOD FIRESTOPPIN6 DESIGNED TO CARRY THE LOAD 50REW5#6 - LV4"TYPE W OR 5 ES FIRESTOPPIN6 2.BOLT HOLM ARE TO BE THE SAME DIAMETER A5 THE BOLT AND SHOULD BE LOCATED 2" TWO ROWS 24"O.G.STAGGERED TWO ROWS 6"O.G. LOCATION 5 LOCATION b 7. FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUfiH THE FULL INTERIOR STUD DETAIL OVERLAID ROOF THICKNESS OF THE MEMBER'USE WASHERS UNDER HEAD AND NUT' s.5TA66ER EACH ROw OF FASTENERS BY 12'. O O O O O O O O O 2"SPACE ATTACHMENT © VALLEYFIRE5T01'PIN6 TO BE FILLED \ \ ® TAPPROX.I IBLE FIR TOPPING 4.FOR ATHREE-PIECE MEMBER,THE SPECIFIED NAILING IS FROM EACH SIDE. 5.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO THICK 80TH SIDE OF THE MEMBER. 6.VALUES FOR NAILIN6 CONNECTIONS MAY BE DOUBLED FOR 6.O.G.OR TRIPLED \ \ FOR 4"O.G.NAIL SPACING. s LOCATION 7 \ 5TD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: ` \ STRAPPING w/ T.2 ROYVS OF 16d COMMON NAILS 02'O.CJ FOR DEPTHS 12"OR LESS FIRESTOPPIN6 \ 4 Sd NAILS LOCATION 8 LOCATION q ® EA. END a R.R. 8.5 ROW5 OF Ibd COMMON NAILS(12'0.0)FOR DEPTHS OF 14",16"t 18". LOCATION 10 FULL WIDTH 2"xBLOGKIN6 ZO H GONSTRUGTI ON DETAILI L.S Jul I ND LOAD PATH GONNEGTI ON DETAILS TOP PLATE DRILL 2"(P INTO ROOF INTERSECTION DETAIL DECK FOR STRAPPING 1NSTL. NOT TO SCALE EXIST.OR NEW NEW R.R. SET w/ R.R.BELOW UPPER TOP PLATE LAPS 4 IOd NTINUOUS LOWER TOE NAILS NOTED CONT.BLOCKING TOP PLATE SPIKED TO R.R.'s ALIGN NEW d EX. R.R.AS SHOWN KING STUDS PLAN VIEW NOTE: SIMILAR® 'SHED' WOOD JO I S WOOD JO ROOF,R.R. IN LINE CRIPPLE STUD BLOCKINO JOIST HANOE HEADER GENERAL REaU I REMENTS FOR OENERAL REM I REMENTS FOR W INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILS GIRDER/HEADE � HOOD O I RDER JACK STUDS 0 MAIN MEMBER HOOD JOISTQ�_o w Lu i o J� JOIST FRAM I NO OVER WOOD OI RDER JOIST FRAM I NO FLUSH NI TH OI RDER/HEADER TYP I GAL HEADER CONNECTION I. TOE-NAILS SHALL BE DRIVEN ® AN ANGLE OF PROJECT: DIAM.X S APPROX. 50° w/THE MAIN MEMBER 4 STARTED APPROX. Ys THE LENGTH OF THE NAIL FROM THE MEMBER END, DAN I LCZYK 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 a0° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN SU N R00 M 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. 51DE OF A RAFTER OR GEILIN6 J0I5T WALL STUD NALL STUD WHEN FA5TENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS BOTTOM PLAT BOTTOM PLAT 550 CEDAR POINT DR. E. IN EA. SIDE WHEN FASTENED TOA 2"xb" TOP PLATE. BATHTUB SUB FLOOR DOUBLE JOIST DOUBLE JOIST TOP PLATE SOUTHOLD, NY 11971 GHIM. CHASE SEGURINO © STD. SIDE NALL DRAWING TITLE: WALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS NOTE: FIREBLOCKING DETAILS (51M. ® CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARI NO HALL5 ALTERNATIVE RAFTER TO NALL STUD CONNECTION W STUDS TO ATTIC FLOOR d 51-WO TO R/L SIDES w,/STRAPPING TO R/L SIDES) u Lu PAGE: TOP PLATE ® O-In NNI ND RESISTANT GONSTRUTI ON GONNEGTORS GHIM. CHASE WALL p V CONNECTION LOCATION: PART NUMBER: NOTES: G-Ou" 4 ■ C)" 0 Lx 111 pz RIDGE-TO-RAFTERS C520 @ 21" APPLY TO EACH PAIR OF RAFTERS � Q < 3(b w O z RAFTER-TO-NALL H-7 APPLY TO EACH RAFTER DATE: 03/16/22 4 OF 7 Qzd ROOF o RAFTER-TO-PLATE H8 or H25 APPLY TO EACH RAFTER REQ'D BLOCKING - p O ll TO ALIGN w/STRAPPING Q w a PLATE-TO-WALL STUD G520 © 18 APPLY TO EACH NALL STUD ® EA. LEVEL ABOVE w e THE FIRST FL.. ® z w K 2ND. FLOOR WALL-TO-IST. FLOOR NALL LFTA or C520 ® 36" APPLY TO EACH WALL STUD FLoowcL6, ® OO HEADER-TO-JACK STUD C520 @ 12" � ED��C�✓ APPLY TO EACH JACK STUD CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD SHEAR NALL HOLDDONN ANCHOR 557B 16 APPLY TO EACH 5I DEHALL END * ¢ s�; ° IST. FLOOR-UNDER-SILL PLATE G520 WRAP UNDER DOUBLE SILL PLATE N ,� ; {,yC;-�, (USE NITH 5" SQUARE HASHERS) 9 0374©`� p� SIDE VIEN PLAN VIEW T �t OF t4 USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION IN5TRUCTION5 TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. GENERAL 5*'*rM50L < "r : ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. 5PEG.'s. SEE PAGE -003" FOR NAILING 8 STRAPPING DETAILS. CLl � **SEE DOOR SCHEDULE FOR ALL OLA55 DOORS FROM SAME MANUFACTURER** Q — NEW PARTIAL HEIGHT PA I \. \. ..\ ...� :. �`� \ \ N TO BE DEMOLISHED \... I A T \ {•"� .. \\.. � \ a.\ .\ ..tea �\ AME .G. STL. \ \\ \ \ .•�\. WOOD FR L m CN HEN APPLICABLE) -- - EXISTING TO REMAIN _'\ �-{ ;"` 6w ? DOOR \ . WINDOW DIMENSION `'°'`°°:: o `\. W NEW FOUNDATION WALL \: o \o\,: Q W NEW WOOD FRAME L.Ci. ' - TAG \.o��> \\ •. ( TYPE MODEL # ,.��.:<. \.' ��`��:. �,;a: /y STL. WHEN APPLICABLE) TAO DESCRIPTION `\ ;.,.. !\\ QUANTITY Z G to f WIDTH HEIGHT \, ��rt WIDTH HEIGHT MIN. (2) 2x4 STRUCTURAL -. \ \ NEW I HR FIRE RATED \ \\\a c�`\. '" .:v\\:•\ \ate:.. ��,. POST FOR 4 WALL5 \ A DOUBLE HUNG TW210310 ? \o \\ 2-I I 4-O \ J WOOD FRAME (L.G. STl_. \\ F- J .... \ .\ \. \` 2 xb STRUCTURAL \ ,\., \ \\ MIN. 2 -�\.\. \,... \. \ \\ HEN APPLICABLE) .. \.. \ .. .. \. \ >:\^,. \ r 5u u \ a \ \. \ \ :�j .\ .. .. \ . .. .. ,. .�.. .. ... \ \ .a. :\ Baa a\...:•:\ B DOUBLE HUNG \\ . O N. TW21042 .. 2 11 4 4 \\. POST FOR b WALLS U. ... .. . . 4 \ . \ . . ..\ �. . . ..\ ..... ,... . . . \.\. \� ... NEW 2 HR FIRE RATED \\. ,. ---- --- O 101 SIN SWING 3'-O" b'-8° \_' \\ ;, : �►a``' 2 IL O O WOOD FRAME (L.G. STL. G AWNING AR51 -C3 I-5 2-il I -5 \\ 1 \ \ \\,. Lf) WHEN APPLICABLE) -- >- 0 O FOUNDATION PLAN NOTES Q W OFOUND 4 POSTS FOR WD. DECK: I > Vim' O NO. P.T. POST $ P. GONG. PIER UPON FOOTING AS PER DECK DETAIL (TYP) ( r. Z T4 � FOR WOOD 5TAIR5 0 GRADE_ I � 4 � O • EXIST. FOUND. 5'_0" Q Z � O2 4" THK. P. GONG. PAD 8" WIDE x i?Ea'D LENGTH UPON I 6" GRAVEL UNDER 2"x12" P.T. STAIR STRINGERS ® (� (NO WORK) 2'_6" N MAX. 16" O.G.,U.O.N. (MIN. 3 5TRINC9ER5) 0 — — — fLl_ L J C4 TYPICAL LEDGER BOARD 0 EXT. DECK: -- to it T1 3O I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS ® III I _ I 0 = 2. SECURED w/(2) 5/8" 0 x 5" LONG H.D. GAL. LAG BOLTS EXISTING BATHROOM WINDOW TO BE REMOVED. III r U IL8 6 r'1 J O 3. INSTALL H.D. 6ALV. J015T HANGERS BY 'SIMPSON' (OR O — — — — — — — — — — — — —I II— - m / \\ ++m O O 1 EQUAL) I IL----� Oi �}G�RAWLtA I �:• __ SPAG 4. PROVIDE FLASHING TUCKED UNDERNEATH SIDING 6 111 1 � HATCH 4 5 ry BENT OVER TOP EDGE OF LEDGER BD. II- i 6 5. SEE NOTED DETAIL -—I tL TYPICAL P. GONG. FOOTING g. WALL CONSTRUCTION: I I I O • (2) 2"x6" P.T. SILL PLATES w/COPPER TERMITE SHIELD O I d� "1 = N i cV W +s SILL SEAL EXIST. I 3-i I 10-2 N- • ANCHOR BOLTS AS PER PAGE 6-003 DECK TO BE I I I m 3 I ® I I ~ U • P. GONG. FOUND. WALL AS PER. DETAIL UPON I REMOVED I 1 ( I _ J • P. GONG. FOOTING AS PER DETAIL I I ? ry I I cr J • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR Q V q • B.O. FOOTING 3'-0" BELOW GRADE MIN. • 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN I 1 -_ I v r iv r I I Y ..'-......•.I APPLICABLE) I I • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / 111 J m 3 ® 4 I d 1 i � STOOPS (WHEN APPLICABLE) III w I I 6 6 w ` • MA50N TO ACCOUNT FOR FINISH STONE ON THIN SET III N A-A -� - - -_ A-A ` \ ..._.......___._........_._.__ _.... o .i __.._ J__ _1FOR HEIGHT OF WALL $ SLAB (WHEN APPLICABLE) I ! w A-201 < A-201(2) 2X10 PT. m L - - - - - - - - - - 0 _________ -L----------5—---- _= d7 BUILDING 5EGTION NOTE5 ELEVATION NOTES Q � NEW ROOFING NOTE (TYP): W Z O O O I. INSTALL NEW ASPHALT ROOFI'NO 5HINOLE WS O HATCHED AREAS INDICATE NEW WORK (TYP) 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS W OVER 2 NEW ROOFING: J W . 5.INSTALL 15 # BUILDING FELT (U.O.NJ OVER O I. SEE NOTE ® SECTION Q W 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) m Z 5. GAP 5HINOLE OVER RIDGE d HIPS (AS REO'D) 6. FLASH. ROVIID>E RIDGEALL VEST(AS REOV) O _j H J PROVIDE CONGEALED FLASHING AT ALL ROOF -� S.INSTALL DRIP EDGE AS REaV INTERFACES. F- Lo Y q. INSTALL ALL A5 PER MANU. SPEC.'S NEW CRICKET (TYPJ: TYPICAL ROOF $ CEILING CONSTRUCTION: O4 2"x4" FRAMING ® 16" O.G.;PROVIDE ICE SHIELD m O O Lo cr • NEW ROOFING AS NOTED LAPPED IS" IN ALL DIRECTIONS +€ FULLY FLASH. a d' m • I/2" GDX PLYWD SHEATHING (BLOGKINO ® ALL PLYWD SEAMS) NEW 5/4"x2" 'AZEK' (OR E0.) WINDOW/DOOR CASING: Z • R.R.,G.J., b G.T. AS NOTED ON PLANS (® 5PAN5 O PROVIDE AT ALL NEW # EXIST. WINDOWS/DOORS (TYP) O OVER 5' INSTALL "X" BRIDGING ® CENTER OF = a Q SPAN, U.O.N) Q z • PROVIDE 7" OF SPRAY FOAM INSULATION O NEW WOOD FRAME STAIR W (R-4a) J TYPICAL EXTERIOR WALL CONSTRUCTION (TYP.): J m O • UPON "TYVEK" HOUSE WRAP (OR EQUAL) Z m • UPON I/2" GDX PLYWD. SHEATHING (BLOCKING ® ALL J t-1 rl PLYWD SEAMS) O • 2"x6" STUDS ® 16" O.G. w/DBL. TOP PLATE — 2 ' • 2" SPRAY FOAM INSULATION (® R=1/INCH) w/R-15 z Re BATT INSULATION (R-21 TOTAL.) Q Z • 5/8" 6YP5UM BD. WALL FIN151-4 U. W NEW SIDING NOTE (TYP): 3 Im (�4 I. INSTALL NEW FIBER GEMENT HORIZONTAL P- m Ltd LAP SIDING 4 VERTICAL BOARD d BATTEN 4 SIDING 2."TYVEK" HOUSE WRAP (OR EQUAL) --� 5.INSTALL ALL AS PER MANU. 5PEG.'s 4.PROVIDE ALL NECESSARY TRIM FOR PROPER INSTALLATION 5. SIDING SHALL EXTEND TO TO'= OF ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEC.'S. SEE PAGE "G-003" FOR NAILING d STRAPPING DETAILS. W FOUNDATION WALL -------------- "'"SEE DOOR SCHEDULE FOR ALL 67LA55 DOORS FROM SAME MANUFACTURER'"* ui NEW 4" THK. P. GONG. SLAB w/6"x&"-10/10 W.W.M. REINFORCEMENT A5 PER DETAIL �© ,... �. � �\ O TYPICAL FLOOR CONSTRUCTION: `""`' \00011 .__I • NEW FLOOR JOIST AS NOTED ON PLAN TAO TYPE MODEL # C7UG43.,,,. INc : .: `\ WINDOW DIMENSION U J ILL 1-0 • 5/4" COX PLYWD TBG SHEATHING (BLOCKING ® ALL f! \" PLYWD SEAMS) o \\\ `\\`\ °"�\, a • F.J. AS NOTED ON PLANS (® SPANS OVER 8' y ; ' ? ISH WIDTH HEIGHT uu OB BO O X \\.. .: INSTALL "X" BRIDGING ® CENTER OF SPAN, U.O.N) "I`\NE • MIN. OF R-30 BATT INSULATION;PROVIDE MIN. 2" A DOUBLE HUNG TN210510 \ -s"J 2'-I I " 4'-O 5 =c �x SPRAY FOAM INSULATION (R='T/INCH) AT RIM J0I5T \ B DOUBLE HUNG 7W2I042 \;, \\ 4 `\ 2 I I 4-4� \ \<. WOOD DECK CONSTRUCTION: `' \ O SEE PLANS AND DETAIL SECTIONS. G AWNING AR51 \` „ `\ \\ - " 2'-II I'-5" : LALUL111111 11 111 11 :,.�\�.•,,:.w:? a DOOR MA �AL TAG DESCRIPTION °\ \\\ \c \\\ `\\; \\�;� ��;o�_� �\ QUANTITY WAST \\ \\\\ \\\\ ELEVATION (fig I C SIT) WIDTH HEIGHT \. \ \\ 50ALE: 1/4 = 1'-0 ,.. 1, .. .. ..... .O ..� ......o \. �...:.. <<"o \ .,....� tom:.:�e a<:� �'sti. .\\ � \`•:°': >�: 101 5INOLE SWING 3-O 6-8 "'ir ,` +►' 2 t� z w O U W X Li.l H a 0 CONNECTION 'A' AS I PER PAGE 6-005 PROJECT: NEW RIDGE PROPOSED_RIDGE HEIGHT ,$�12 --_------ ELEV. +18.8' V.I.F. 8� 2 DANILCZYK 12 SUNROOM EXIST. CONNECTION 'B' AS RESIDENCE PER PAGE 0-003 e� \ � 3 (NO WORK) ro '�eA ' 12 550 CEDAR POINT DR. E. _ __ DRAWING TITLE: AS PER PLANS — 0 PROPOSED EXTERIOR ELEVATIONS m s I PROPOSED SECTION EXIST. PROP. � 1101 i....._.............. - - IL LLLL lof 5 SEASON 7E] F7 E . LJ M � a RESIDENCE (NO WORK) O - ° 1 ROOM 4 LLLfl OA OB OB OB 5 CONNECTION 'DI' As F1 0 0 Lj � 0 F11 ° PAGE: PER PAGE 6-003 1701 ED M F71 PROPOSED FIRST FINISHED FLOOR A-201m00��-------ECFV +I.a' V.I.F. T7 H D.J. AS PER PLANS F.J. AS PER PLANS 1 I � � � � � � � Lj I -� � � 6 I =ry I ® _-_-_- BASELINE DATE: 6 ELEV. +0.0' 03/16/22 6 OF 7 m T_ 7- - - - - - - - - 5 OA i�fi�Oi�OSI7 �� GT 1011 - I�IOfi�T�IELEVATION ( '01�T) p GALE: 1/4" 1'-O"= !� 5 2 ''6 5GALE: I/4" = I'-O" 0.3 q13`5 y0 $;y Q U H 67 uj CN F_ T4 LLJl Q � >_ = Z 0 (f) TYP. ROOFING (SEE J HJ SECTION NOTES) j _j TYP. ROOF CONSTRUCTION C) (SEE SECTION NOTES) PLAN 0 O ' LO 0 SIMS PROVIDE 5" (MIN.) GONG. COVER RAFTER �`�ER TIE (� p�R Z 't m OF ALL REBAR WITHIN P. GONG. O FOUND. WALLS 8 P. GONG. FT6'5. PROVIDE STRAPPING $ NAILING AS PER CONNECTION 'D' IN Z "TYPICAL NAILING/5TRAPPIN6 EXIST. EXTERIOR Q _ W PROVIDE INSULATION REGUIREMENT5 FOR UPLIFT, SHEATHING J BETI^IEEN CAVITIES SHEAR, 4 LATERAL RESISTANCE" PER ENERGY TABLE ON PAGE 0-003 ® EA. STUD. 00 EXIST. SIDING MATERIAL GJAS PER PLAN (WHEN APPLICABLE) . . > � C)FASCIA BOARD Z NEW (2) 2"xb" P.T. SILL PLATES BUILDING PAPER 4 HOUSE WRAP FLOOR SYSTEM AS J e"I NOTED ST PLAN UPON SILL SEAL UPON COPPER TO FULLY OVERLAP FLASHING � O TERMITE SHIELD NEW STUD WALL '; 4 BEAM AS PER PLAN Z > 5/4 xb COMP051TE m Z vq DRAINAGE V' N Q' NE 5/5"0 00 D GOR PECKINO" FLASHING SEGTION/DETAILS)ON PLAN/ Lo Ix vi® 3O.G. w/ 3 SQUARE W to WASHER $ ENDNUT "Z "SIMPSON" P064 (FOR 3 PLY BM) NEW "SIMPSON" LU526 1` u) "51MP5ON" 5052-2/4 6ALVANIZEHAN D JOI�RT O J O (FOR 2 PLY BM) #4 HOOKED VERT. t::lLA5HlN& RIP EDGE P.T. DECK JOIST REBAR ® 48 O.G. 'L® GRADE -_ OUNTER AS PER PLAN #4 HOR. CONT. REBAR ® TOP 4 'd1 A JOISTS AS PER PLAN FASTENED w/(2) � W 85/8" 4) x 5" LONG HEAVY DUTY GAL. BOTTOM OF WALL (2 TOTAL) LAG BOLTS ® Ib" O.G. INTO MUD SILL $ 1j ° WALL FASTEN METAL 6ALV. JOIST HANGER P. GONG. FOUND. WALL RIM BD.;WHEN ® FOUND. �I w/(2) 5/8"0 x 5" LONG APPROVED BY 'SIMPSON' (OR EQUAL) ® I- (MIN. 4,000 P51) 'IC: MASONRY ANCHORS ® 16" O.G. EA. JOIST W P. GONG. CONT. FTG. 4 11 Z �: (MIN. 4,000 P51) If — Z FLASHING = J (5) #5 HOR. CONT. REBAR .11• p NEW FOUNDATION WALL 0 J 'Iji.• PER PLAS AN 3 P. GONG. SLAB Q LEDO ER CONNECTION DETAIL b MIL POLY •II A-401.00 MOISTURE RETARDER_ .; ° _= SCALE: I" = I'-O" I4" GRAVEL BASE o "SIMPSON" 3 POST BASE PER PRO\/. CLEAN COMPACT FILL- I I -6" 3 POST 51ZE P.T. DEGKIN6 i FOUNDATION WALL DETAIL IF P.T. D.J. AS PER PLAN IA-4o Lo0 I SCALE: 3/4" = P-O" COLUMN TO ROOF CONNECTION [A_-401.001SCALE: 3/4" = 1'-0" �Qw z 0 w �Ow� v ,Z to w m Q 5/4"xb" P.T. ? U= MIN. 4" BETWEEN EPOE5 OF P.T. DECK JOISTS A5 DECK BOARDS Z o m I-I/2" 5GUARE BALUSTER NOTED ON PLANS (STYLE TO SELECT) w F- a 5/4" x REOV 51MP50N H2.5A RAFTER 0 0HEIGHT P.T. RISER TIE OR EQUAL — ——— —— — — — 5/4"xb" P.T. PROJECT: 5/4"xb" P.T. DECK DECK BOARDS BOARDS 2"x BLOOKINO a EA. 5TRIN6ER TO MATCH 51 E DAN I LCZYK OF P.T. DECK JOISTS FASTEN STRINGER TO SUNROOM (2) 1/2"0 HOT DIPPED 6ALV. BLOCKING (MIN, b BOLT5 ® EA. P05T w/OVERSIZED FASTENERS) P.T. D.J. AS _ X == WA5HER5 8 END NUT PREBORED frost PER PLAN cV INTO BEAM, POST, DECK TIE 8 RIM BOARD A55EMBELY 2"x12" P.T. 5TRINOER5 ® 16" `'�' 550 CEDAR POINT DR. E. P.T. BEAM AS NOTED O.G. (MIN. 5 5TRINOER5 ® 4" THK. x W WIDE x WIDTH N --:z:: SOLID BLOCK ® 12" O.G. EA. STAIRWAY) it OF STAIR P. GONG. PAD SOUTHOLD, NY 11971 (2) 51MP50N DJT14Z (1) 1/2"(P H.D. 6ALV. THRU DECK JOIST TIE ® BOLT w/ OVERSIZED WASHER NOTE: - 2"xb" P.T. BLOCK IN BETWEEN DRAWING TITLE: EA. POST 8 END NUT PREBORED INTO ALL DEGKIN6 SHALL BE FASTENEDX EA. STRINGER. FASTENED TO POST d DECK JOIST TIE w/COATED DEGKIN6 SCREWS BY rm 3-I/2" CONCRETE ISCREWS BY DETAIL SECTIONS "SIMPSON" ABA44 "DECK MATE" (OR EQUAL) ® COLUMN BASE "CALIBURN" (OR EQUAL) - MIN. ry 4"x4" P.T. P05T 10" MIN. (5) SCREWS PER BLOCK GRADE GRADE GRADE It WO 'SONOTUBE' FILLED 50LID w/ P. GONG. a �— (MIN. 4,000 P51) 0111 .I Z 8„ PAGE: 11 11 I I _ 0 :1moo 4 EX7ERIOl WOODSTAIR DETAIL (2 #4 HOR. REBAR IA-401.0SCALE. 3/4 I _O (2) #5 BENT I2"x12"x8" P. GONG. PAD ° REBAR FTG. (MIN. 4,000 PSI) DATE: 03/16/22 7 OF 7 EX7ER I Oil WOOD DECiG DF-TA I L ?A-401.00 SCALE: 3/4" = I'-O" D ARC OF tA l D. -r a- Se-.5-045 SITE PLAN HATCH KEY: PROPOSED BUILDING ADDITION a oI F N o EL=2.5' _� _� O ® PROPOSED ACCESSORY STRUCTURE w z NK,-)-77T��D-,Lj GATGH BASIN d t-� " !� _ PROPOSED 2ND STORY W II _ � z EL=4 2' DRYWELL/DRAINAGE STRUCTURE NOTE: O ; Z I A MINIMUM 10' SEPARATION IS -J � REOUIRED BETWEEN WATER SERVICE J LINE/LATERALS/MAINS/SEPTIG/LEAGHING I- Lo Y tOj /SEWER AND THE EDGE OF ALL 5 O - F A O E <� 0 C) O m STORMWATER DRAINAGE LEACHING O STRUCTURES I I LEADER NOTE: -QQ ,QQ PROJECT LOCATION & SCOPE Z d' m CONNECT ALL LEADERS COMING O FROM YM GUTTERS TO NEAREST = FROPOSED INSULATED, NON-HEATED VESTIBULE ADDITION SITE PLAN & ZONING DATA z K PUN i�i�OPOS D GO RED FRONT POi�GH z APPROVED D �S NOTED a 00 C�-OO� .00 DATE�_� .# > It 0 I 4p' �RoNT � w GENERAL NOTES '� Z � � sErB > J ENERGY TABLE FEE e-I �i II I STRUCTURAL DESIGN CHARTS NOTIFY BUILDING D PARTMENTAT r-I 1 EXIST. FRO J E�T DATA : 631-765-1802 8A 4PM FOR THE z > ANCHOR BOLT, FOLLOWING INS E IONS: Z N II SHED I .00 HOEDOWN w cl0 ' 1. FOUNDATIO - 0 REQUIRED L- w I 21.1 STRAPPING, & NAILING DETAILS FOR POURED NCRETE LID m r-I P% 2. ROUGH-F M G&PLUMBING 1` � Lo FASTENING SCHEDULE EL-a•o I I 3. INSULATION PROJECT / ZONINC DATA 4.-FINAL=CON T CTION MUST O a rl J O I r�-QQ�,QQ FRAMING GRAPHICS BE COMPLE E R C.O. UTIL. POLE TAX MAP # 1000-ciO-2-I6 • (TYP) I I ZONING DISTRICT R-40 G B R B OCK NGDETAILSTTERNS ALL CONSTRUC OF ME CODES 10 SHALL MEET THE YORKI STATE.TS NOT SPONS BOLE FOR = ---- LOT AREA 0.-1 ACRES DESIGN OR CON T CTON ERRORS 11- �- ( Q � ,QQ PROPOSED PLANS U 1 CofO - RESIDENCE (EXISTING) Z-cf562; 06/20/la7Q I- I I I EXIST.) I I V EXIST.r ,1 DW / CofO - PORCH $ ROOF DECK Z-17284; OG/15/1988 U J GofO - ADDITION 4 ATTACHED Z-1&366; 09/I5/1989 a GARAGE =�Q I ,OQ PROPOSED EXTERIOR ELEVATIONS GofO - DECK ADDITION Z-2100a; Oa/II/laa2 PROPOSED SECTION i GofO - ADDITION/ ALTERATION Z-594-15; 01/25/20[e, \ A-4O 1 .0® FEMA FLOOD ZONE x DETAIL SECTIONS DEC DISTRICT NON-JURISDICTION III \ O I EL=12.1' I I PROF.) 1 2' DW/ EXIST. - - ----- - -- -------- -------- GARDE. LOT COVERAGE 3 I � �2ND FL. - - -------- p z ADDITION I - - - -- ----- $o LOT o O DESCRIPTION (FOOTPRINT) AREA COVERAGE dJ 28.2't 15.5' 14.1' I TOTAL LOT AREA 51,552.0 S.F. 0 Q %COVERED 17.-1 m �WD. DECK 1O 2 EXISTING BUILDING I,a71.7 S.F. 6.3% s� jIP EL=11.G' EXISTING SHED 124.4 S.F. 0.4% 0 5.0' 10.3 �� _ fL Q PROP. UNHEATED I EXISTING OUTDOOR SHOWER 72.0 S.F. 0.2Jb W w I O VESTIBULE EXISTING ENCLOSED PORCH 550.0 S.F. 1.83b O - EXIST. I I PROPOSED UNHEATED VESTIBULE 5-1.0 S.F. l 0.2% p EXIST. 6'xl2' WD. FR. DWELLING in PROP05ED COVERED PORCH 521.0 S.F. 1.0% 0 z PLATFORM SHO R c7 TOTAL AREA OF ALL STRUCTURES 50a6.1 S.F. 9.cl% a 0 = U EXIST. '"*MAXIMUM LOT COVERAGE ALLOWED - 20% i 0 Q CHIMNEY W 0z EXIST. STEPS EXIST. I I 0 = i ENCLOSED 0- PORCH w EL=II.B' REQUIRED SETBACKS - MAIN BUILDING - - --- - -- -- N I A�Exisr. -� I 04 REOUIRED EXIST. PROPOSED COMPLIES w 1.3 DECK < N ABO - FRONT YARD 40.0' 104.5' 104.5. Y I I I PROJECT: SIDE YARD 15.0' 17.7' 17.-1' Y BOTH SIDE YARDS 55.0 65.0 45.11 Y DAN I LCZYK I I I REAR YARD 50.0' 10.0' 115.0' Y PORCH O O I 550 CEDAR POINT DR. E. STONE 8 GONG. RE-T- WALL T.O.W. EL. 10.8 SOUT I _ B.o.w. �L. HOLD, NY 11971 - Y DRAWING TITLE: - y q,6 a ,.:'"4 may- n,, h 1,a�"J ,�eM .. S ,a;. . ,r r .. �, v ,""�f #• �/1► �,�,�.yne �'^}P.g+.. I I t e�'�-+r$�i+�"�► - `� }f,l:.�,:"'�7 r� f�LS�-,ri.,�, �®y�y,'sy? y,. .a�, -�� T"r •g �,,,,. .. �`' «4��f•�' ,•,,�N� . k'"'ti ••' - ^t r i„ y � �,._,..-•, •'_.t d..-..1:^•----i t A-�~ " PROJECT LOCATION & SCOPE x•"+I". 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' ."A •,� ` " •x gyp:. +,�.aMP.�. �.i:=I f,i+�,�': rL{{V" t, APB r r �. .y" ,,� o , s�" s•. i' •,,,. . ��1� /"+r-. t I �h,i,: � `'t. '� ` p,'�' •. � "; .A 1,1 `; «S w, ��, +� ,fie „ «, y''"'r � �h < t :"r •., 3„ jpr .'^ �'. t. ." DATE: 10/28/22 1 OF 7 + .j.,u aa''t j � •,.-_- d s''.!e7 ' p r �j",e.a .: '.s }•T✓a 't=:.a �`"-.• �__. .�qa�� ;�'',�,.' ,, ,L?iM�� iL�• t � ,j,!¢,s /�/r« ,�s �d '".' k s'�� $�R•-,.�w`rq� � -. � ``w..„ (-' 'L't. � ,>I"' # 'f"I�7T,:ae I�i :'''f'" -� .'� •� � °�•�jam.;+ MEAN HIGH WATER SITE LAYOUT NOTES: ++' j G.26.2013 I. THIS IS AN ARCHITECT'S SITE PLAN 8 IS SUBJECT TO VERIFICATION BY A LICENSEDr . r,• � .'^^-. .I_. _ _w_ lu I 3 SURVEYOR. THE INFORMATION i - f . - ,, , __ • + 'e O O REPRESENTED ON THIS SITE PLAN 15 TO THE __ °`; ».„ ` ,•. -« - -. s 9 ' '0` # C'. I d"( i "' • r , }a - , ey.ww-sew t. A �-',:w.,..,., , F+ ` r �✓�,, O O ARCHITECTS BEST OF KNOWLEDGE. bb Y .. •a � f �.a �. ''`�, i e i 2. SURVEY INFORMATION WAS OBTAINED r �.• 2i � ,� Z I MEAN HIGH WATER � FROM A SURVEY DATED 09/23/2013 At - q.21.1;1 AND PREPARED BY. WILLIAM R. SIMMONS 5RD L.S.P.G. --�� N -_ �ta.85' 128 GARLETON AVE 'f5°43'33" fi F- G O N I G B A 1' EAST ISLIP, NY In50 L I T T L E SITE PLAN 631-581-1688 LOCATION MAP SCALE: I" = 15'-0" 50ALE: NT5 0E I ��I ERAL 5'*%r�-IBOL <E*%,r : ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "0-003" FOR NAILING 8 STRAPPING DETAILS. �SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER** O Q 0) NEW PARTIAL HEIGHT �J - - -- — EXISTING TO BE DEMOLISHED WOOD FRAME (L.G. STL. WINDOW CHART DOOR SCHEDULE O - 0) WHEN APPLICABLE) I---I EXISTING TO REMAIN - - - -- -- ------ =-- - -- --- — W Z O J NEW FOUNDATION WALL ROUGH OPENING WINDOW DIMENSION � DOOR �— MATERIAL —� � � NEW WOOD FRAME (LG. TAG TYPE MODEL # i L� STL. WHEN APPLICABLE) - TAG DESCRIPTION a W � WIDTH HEIGHT WIDTH HEIGHT 3 I N QUANTITY Z NEW I-HR FIRE RATED © MIN. (2) 2"x4" STRUCTURAL 13 Q F-" WOOD FRAME (L.G. STL. POST FOR 4" WALLS -- WIDTH HEIGHT 13 A DOUBLE HUNG TW210310 3-O 4-O� L Iv 0 _ MIN. (2) 2"xb" STRUCTURAL — _-- - J WHEN APPLICABLE FIRST FLOOR POST FOR b" WALLS),'U.O.N. f � Lo O O NEW 2-HR FIRE RAID WOOD FRAME (L.G. 5TL. -- - - -- -- _ _ ---_ _ _ WHEN APPLICABLE) 101 SINGLE SWIN " O ��I G O O >- qt m z FOUNDATION PLAN NOTES = p F- m Z W OFOUND 8 POSTS FOR WD. DECK: I Q J PC. P.T. P05T d P. GONG. PIER: UPON FOOTING AS PER J 00 DECK DETAIL (TYP.) Z 0) (0 FOR WOOD STAIRS ® GRADE: O O 4" THK. P. GONG. PAD 8 WIDE x REQ D LENGTH UPON Y EXIST. FOUND. 5,_O, Z 4 6" GRAVEL UNDER 2"xl2" P.T. '.STAIR STRINGERS ® (NO WORK) Q Z e� MAX. 16" O.G.,U.O.N. (MIN. 3 STRINGERS) O I`-2'-6" TYPICAL LEDGER BOARD a EXT. DECK: - -_ - La W O3 I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS 0� ® III I I Lu 2. SECURED w/(2) 5/8" m x 5" LONG H.D. GAL. LAO BOLTS �EXISTIN6 BATHROOM WINDOW TO BE REMOVED. III r - - L0 = L-i ® I6" O.G. O - - - - - - - - - I cV � U � 8 - I O J O 3. INSTALL H.D. 6ALV. JOIST HANGERS BY 'SIMP50N' (OR � - 111111- J J I EQUAL) I I ---- �4 / \ +Q O O m QT(:RAI L} N .0 4. PROVIDE FLASHING TUCKED UNDERNEATH SIDING d SPAGF� BENT OVER TOP EDGE OF LEDGER BD. I 1 i i-_� 1 _ I 5. SEE NOTED DETAIL I I HATCH 4 g z ® 6 W OTYPICAL P. GONG. FOOTINGS ffi WALL CONSTRUCTION: (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD I d SILL SEAL 1 dJ iv - - - - - - - - - - _O EXIST. I I I " ' x I n W • ANCHOR BOLTS AS PER FACE 6-003 I V • P. GONG. FOUND. WALL AS PER DETAIL UPON I DECK TO DE� I I I � m 3 10-2 I I w ® ry I • P. GONG. FOOTING AS PER DETAIL p • B.O. FOOTN6 5'O" BELOW• ASPHALTIC MASTIC DAMP �ORADE MIN. 00FINO O EXTERIOR I r�- I z • 1/2" EXPAN51ON JOINT® PERIMETER OF SLAB (WHEN I I`l I � � o APPLICABLE) II I V = g III Q Y • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / I I- ---�STOOPS (WHEN APPLICABLE) ( 1 m � ® I 4 v \ • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET III u� z [POSTQ 1 _ I i FROM I (� A—A I 17 ABOVE (TYP.) I A—A vi FOR HEIGHT OF WALL +f SLAB (WHEN APPLICABLE) i I� ry p A-201 O -------- J I U� (2) 2"XIO" P.T. m 18"xb" DEEP P. GONG. CONTINUOUS FOOTING - - - Z __ (- - -- ------------- -�J - DRP. 6IRDER I - - - - - - - •• I OI I ry - - - - AS PER NOTED DETAIL (TYP.) I I I �I�-----------�I� 1 �- I------ -- - - - - - - - - O OHOLDOWN: I I I - HOLDOWN '0' AS PER PAGE 6-003 I 1 11 I I O 2 Q \ L �L----- -----L - m`ti ONEW UN-REINFORCED P. GONG. SLAB I. NEW 3" THK. UN-REINFORCED P. GONG. SLAB UPON 2. 4" (MIN.) GRAVEL BASE UPON Q 3. 6 MIL POLY VAPOR BARRIf:R UNDER-FLOOR AREA VENTS 24'-5" Og NEW VENT w/MIN. I S.F. NET VENTILATION OPENING PER 2q_5 0 2020 IRG R408; INSTALL AS PER MANU. SPECS WITHIN 3'-0" OF BUILDING CORNERS a SOIL BEARING CAPACITY NOTE: a O STRUCTURAL DESIGN OF FOOTINGS ASSUMES A c� SOIL BEARING CAPACITY OF 1.5 T'ONS/S.F. 2 DEMOLITION PLAN PROPOSED FOUNDATION PLAN 0 SCALE: 1/4" SCALE: 1/4" W O 0 } O �� c7 0 z FLOOR PLAN NOTES a za DOOR NOTE: a0 x I. INSTALL NEW INTERIOR DOORS WHEN GALLED N L) a OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). I Lu 0 Z 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED I I O OUT ON PLANS BY 'THERMATRU' (OR EQUAL). U M V 3.DOOR TYPE TO SELECT 4.INSTALL AS PER MANU 5PEG.'s 0 3.PROVIDE (2) 2N5" HDR.,U.O.N. 4.SEE PAGE G-003 FOR ALL OTHER FRAMING ELEMENTS AROUND DOORS(TYP. FOR ALL) U.O.N. STAIR $ RAILING NOTE: i-- -- _ N (� N I. ALL NEW STAIRS SHALL HAVE MAX. 1-5/4" Ri 4 MIN. 10" Tr - RISERS SHALL BE CLOSED - ---- - - -- - _ < 2. 42" HIGH GUARDRAIL d SPINDLE SPACING NOT TO ALLOW PA55AGE OF A 4" m SPHERE; __ 36" HIGH HANDRAIL d SPINDLE SPACING NOT Z TO ALLOY4 a _ � 3. 6RIPPABLE RAILAAS PER CODE SPHERE - � I PROJECT: WINDOW NOTE: O �-- 5 --— _- — — �_ w. Qr. — DEL. fi0$T TO O I. ALL NEW WINDOWS d DOORS SHALL BE ANDERSEN N EXIST. HOME I --- __----- -- — -� �__ _�_- _ RIDGE I D ANILCZY _ _ -- -_ _ 400 SERIES CASEMENT, DOUBLEHUN6,OR GLIDING EXTEND WALL — (AS NOTED); INSTALL A5 PER MANU. 5PEG.'S. FOR TO MEET RR �] • w (h10 WORK) 4_b 2 _ _ _ _ — — — --- -w - - _- I I - p- P O R C H - - - - - -- - -� - - SUBSTITUTIONS, SEE NOTE �i IN "GLASS WINDOWS - -_._-_-AND DOORS" ON PAGE 0-002 IF CASEMENT -- WINDOWS - ALL GSMNT WNDV45 SHALL HAVE STRAIGHT ARM HINGE WHEN PROP. _ 2.F DOUBLE HUNG - ALL DBL. HUNG WNDk,6 TO BE FA—] VESTIBULETILT 3 I _- --- _ _ _ — - -- _ - -► 550 CEDAR POINT DR. E. - — _— — — --- _ SOUTHOLD, NY 11971 3.ALL GLAZING WITHIN IS" OF FF TO BE TEMP. 6L. �I /� SPAG L 4.SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND in A J - -- WINDOWS(TYP. FOR ALL) U.O.N.;(2) 2"x8" HDR. U.O.N. p I -A u1 EGRESS NOTE: EXTEND WALL ' I Q -_ -- -- -- R IN COMPLIANCE WITH NEW YORK STATE BUILDING TGH - - -- - --- - --------- _= in TO MEET RR A 3 I'-�2• I _ ----- _ _ = DRAWING TITLE: CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF - EGRESS SHALL BE FOLLOWED: PROPOSED PLANS NET CLEAR OPENINO........... 5.1 S.F. O 10'-q" I _ _ - - 81 --'— _ �- -NET CLEAR HEIGHT............... 24" MINIMUM i( � O Q � N- --a .___- - - - -- N-----------=-�-•�___---- NET CLEAR WIDTH................. 20" NIINIMUM PROP. VAULTED R' , '1'b" GL6. I CEILING Q I =-- = - _- - _- -- -- - - _ NEW EXHAUST FAN SHALL BE INSTALLED WHERE v V u U 0 HEIGHT I y� I I ----,-T___--- - - - - -- -cV ® -- -_ Y= - -T - O O VENTILATION 15 NOT MET BY MEANS OF NATURAL _� �p °�j ~ = I J p�p - v--- �- -- -2"x8" R.>J.-- - ^--- =�r---- -- -- -- - CIRCULATION THROUGH WINDOWS OR DOORS TO r x ' - R� - - ___.__-___ - 2"x8" R.R. �PROFO5 - _ ., 0.OUTDOOR SPACES AS PER NYS MEGH. CODE SECTION iv -� O ED r ____ __ �� - --- PAGE: _ -- -_-_- 403.3.2.3; INSTALL AS PER MANU. SPECS j 5/4" OR E� AL KING DECK I N I I '--- --- --z. - - -�� -_- A-201 V2 (2) 2"XIO" DRP. (2) q.5" LVL DRP. (2) 2"XIO" DRIP. A-201 wp i -- - - - - - - A-10 :100ml O NEW CRAWL SPACE ACCESS I A-201 --- - - - --- A-A — - 6 RDER - — _GIRDER — — — —GIRDER ---�_- EW FLOOR: - - - - - - - - — DATE: 10/28/22 6 OF 7 b i. NEW J" PLYWOOD SUBFLOOR BENEATH (GLUE s SCREW); I'-3" 5'-4�2" 7'_4" �'_4„ I }) ' SCREW PERIMETER OF SHEATHING 4" O.G. d 12" O.G. a ' I 2 INTERIOR.I HED FLOOR PER H.O. SELECTION j I jv)iot 2 I DBL. POST TO I_O _T 8 RIDGE 1QY2" I TYP.) O NEW 4"x3" ALUM. DOWNSPOUT (TYP.) I4"x4" PT POST o IoY2° WRAP IN AZEK to Q O8 GUTTER HIGH POINT (TYP.) w � Qua - ;• c�a `,�.�. ALL WINDOW AND DOOR VESTIBULE TO BE INSULATED NON-HEATED f CA HEADERS TO BE (2) 2"xIO" Q f";" P '�d Q PROPOSED FLOOR PLAN PROPOSED ROOD PLAN I A 0. -�0 SCALE: I/4" '—O" SCALE: I/4" p BUILDING SECTION NOTES ELEVATION NOTES Q V p H 0) O NEW ROOFING NOTE (TYPJ: I. INSTALL NEW ASPHALT ROOFIN5 SHINGLES OI HATCHED AREAS INDICATE NEW WORK (TYP.) W N 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO � 24" FROM IN51DE FACE OF STUD WALL AND AT VALLEYS J � T-1 OVER O2 NEW ROOFING: Q ` LLl 3.INSTALL 15 # BUILDING FELT N.O.NJ OVER I. SEE NOTE 0 SECTION 4.1/2" GDX PLYWOOD 5HEATHIN5 (BLOCK ALL 5EAM5) Z 5. GAP SHINGLE OVER RIDGE d: HIPS (AS REOV) b.PROVIDE RIDGE VENT(A5 REOV) PROVIDE CONGEALED FLASHING AT ALL ROOF -J = "i. FLASH ALL VALLEYS O INTERFACES. B.INSTALL DRIP EDGE AS REQ'D 9. INSTALL ALL AS PER MANU. SPEG.'s Lo NEW CRICKET (TYP.): O TYPICAL ROOF 8 CEILING CONSTRUCTION: O4 2"x4" FRAMING ® 16" O.G.;PROVIDE ICE SHIELD O 00 O • NEW ROOFIN5 AS NOTED LAPPED 18" IN ALL DIRECTIONS d FULLY FLASH. • 1/2" GDX PLYWD SHEATHING (BLOCKING ® ALL PLYWD 5EAM5) O NEW WOOD FRAME STAIR Q • R.R.,G.J., d G.T. AS NOTED ON PLANS (® SPANS OVER 8' INSTALL "X" BRIDGING ® CENTER OF p SPAN,U.O.N.) Z • PROVIDE l" OF SPRAY FOAM INSULATION Q J J 0()TYPICAL EXTERIOR WALL CONSTRUCTION (TYP.): OUPON "TYVEK" HOUSE WRAP (OR EQUAL) z a) • UPON 1/2" GDX PLYWD. SHEATHING (BLOCKING 0 ALL J T-i T-j PLYWD 5EAM5) --.-_-_-.__--..-_. Nt �ri C) • 2"xb" STUDS ® 16" O.G. w/DI3L. TOP PLATE 2 • 2" SPRAY FOAM INSULATION, (® R=-1/INCH) w/R-13 - -- BATT INSULATION (R-27 TOTAL) W 2! N • 5/8" GYPSUM BD. WALL FINISH - s==-==_ --_=_-_-_ _-_- ---- NEW 51DING NOTE (TYP.): — Lo 4 O IxW � 4 I. INSTALL NE FIBER CEMENT HORIZONTAL � � � � - LAP SIDING 6 VERTICAL BOARD d BATTEN --- - 0 J O 51DIN5 2."TYVEK" HOUSE WRAP (OR EQUAL) 3.INSTALL ALL AS PER MANU. 5PEG.'s = — ----= ---_---- - -- - 4.PROVIDE ALL NECESSARY TRIM FOR - — _ PROPER INSTALLATION 5.SIDING SHALL EXTEND TO TOP OF ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "0-005" FOR NAILING 8 STRAPPING DETAILS. W FOUNDATION WALL - _� �---- - - - — -- — � **SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER'S* - -- - ONEW 4" THK. P. GONG. SLAB w/6"xb"-10/10 W.W.M. — V REINFORCEMENT AS PER DETAIL WINDOW CHART H - --- -------------- - -- -- - - I Ill -- _ O TYPICAL FLOOR GONSTRUC:TION: ROUGH OPENING WINDOW DIMENSION AL AL C.) J • NEW FLOOR JOIST AS NOTED ON PLAN TAG TYPE MODEL # I • 5/4" GDX PLYWD T45 5HEATHIN5 (BLOCKING ® ALL Q PLYWD 5EAM5) ( WIDTH HE II WIDTH HEIGHT • F.J. AS NOTED ON PLANS (® SPANS OVER 8' -----,--------- Jl----_----- J IJ�L INSTALL "X" BRIDGING ® CENTER OF SPAN,U.O.N.) • MIN. OF R-50 BATT INSULATION;PROVIDE MIN. 2° A7 DOUBLE HUNG TH210310 3'-O�" �-o SPRAY FOAM INSULATION (R:=7/INCH) AT RIM JOIST 6 WOOD DECK CONSTRUCTION: O SEE PLANS AND DETAIL SECTIONS. DOOR SCHEDULE DOOR MATERIAL U) TAG DESCRIPTION p tf1 QUANTITY a WIDTH HEIGHT J NF-ST ELEVATION (RIOHT) Q SCALE: 1/4" = 1'-0" o FIRST FLOOR w w ( - n. 101 I SINGLE SWING 3'-O" b'-8"�I •��I • II I U O a 0 — - w W 7 O U O J a Zui C7 � Z Q 0 2 U Q W O W cc Z Q Z = > � V W e-I Fr N N 04 Q \ O � CONNECTION 'A' AS I PER PAGE 5-003 PROJECT: NEW RIDGE -—-—- PROPOSED RIDGE HEIOHTI!!� — --12 ELEV. 2 DAN I LCZYK \� 12 PORCH EXIST. CONNECTION SI' AS RESIDENCE PER PAGE 6-003 �� \ ��-• gyp\ �x �x ® � �� (NO WORK) _=_-__-->_-- .-_---.-.-_-_—____--=__=_-= ¢�. 2 � Ip fC' �`�.� 1 -- --- -- - __ -- ----- ---_--�• _11. �� I2 550 CEDAR POINT DR. E. �LO_IO_lOLl1_ � 1 0 rL/ J. AS PER PLANS - 1H 11 Iril- - I I _' I I II PROPOSED EXTERIOR ELEVATIONS t�� ll s PROPOSED SECTION PROP I I p EXIST. Y A lol X �GOVERED 0EIDE] IL � � � I lDl Ex (NO IDENCEWORK) r 11�1 O O O 1� I J PORCH 4 _� loILtL CONNECTION 'DI' AS � LIJ PAGE: j 1 I 1 I 1 I I PER PAGE 5-003 _ —�_ �� r �I� PROPOSED FIRST FINISHED FLOOR$� f -2® m I u u ,�- ELEV. +1.9 V.I.F. D.J. AS PER PLANS < F.J. AS PER PLANS ; I 0 7 I ® BASELINE : 10 28 22 q 5 ELEV. +0.0' DATE / / 6 OF 7 I I m - - I-- - � - - - - - - - I I 2 5 L — — — A-40I w AP PROPOSE-,) C SET 10N A-A NORTH ELEVATION Oil (FRONT) SCALE: 1/4" = 1'-0" SCALE: I/4 _ I -O ° �.0 -0 V� a 0 t= a) LLJ N a � >: mz Q cf) z TYP. ROOFING (SEE J SECTION NOTES) 2 Y TYP. ROOF CONSTRUCTION W Q Q (SEE SECTION NOTES) �R PLAN a- Lo m SIMPSON' PROVIDE 5" (MIN.) GONG. COVER RAFTERR TIE P5 P IE OF ALL REBAR WITHIN P. GONG. 0 FOUND. WALLS d P. GONG- FTG'S. PROVIDE 5TRAPPIN6 $ NAILING Q AS PER CONNECTION 'D' IN Z it "TYPICAL NAILING/STRAPPING EXIST. EXTERIOR W PROVIDE INSULATION P.T. POST AS REQUIREMENTS FOR UPLIFT, 5HEATHIN6 Q _! BETWEEN CAVITIES PER PLAN SHEAR, d LATERAL RESISTANCE" J oo PER ENERGY TABLE ON PAGE 6-005 ® EA. STUD. EXIST. SIDING MATERIAL d' Q (WHEN APPLICABLE) "SIMPSON" G.J. AS PER PLAN Q POST BASE PER Z Q POST SIZE NEW(2) 2"xb" P.T. SILL PLATES II BUILDING PAPER d HOUSE WRAP FASCIA BOARD J T-i � FLOOR SYSTEM AS UPON SILL SEAL UPON COPPER I TO FULLY OVER-AP FLASHING Y O NOTED ON PLAN -j TERMITE SHIELD NEW STUD WALL II Z >: -* t GAP FOR BEAM AS PER PLAN NI II DRAINAGE Q z � NEW 5/&"(P HOOKED ANCHOR 5/4"xb" COMPOSITE cr —i N L UJ BOLTS ® 39" O.G. w/3" SQUARE "Z" FLASHING SECTION/DETAILS) DECKING N.O.N. ON PLAW WASHER d ENDNUT = x 'SIMPSON" P064 (FOR 3 PLY BM) NEW "SIMPSON" LU526 I` Q Li') 6ALVANIZ (FOR 2 PLY BM) HANGER rI J Q #4 HOOKED VERT. t- \ - FLASHING REBAR ® 45" O.G.JA DRIP EDGE P.T. DECK JOIST CRAVE = COUNTER AS PER PLAN FLASHING*4 HOR. GONT. REBAR® TOP dI ( JOISTS AS PER PLAN FASTENED w/(2)BOTTOM OF WALL (2 TOTAL) 85/5" 4) x 5" LONG HEAVY DUTY GAL. I I LAG BOLTS® I6" O.G. INTO MUD SILL 4 ° — RIM BD.;WHEN ® FOUND. WALL FASTEN METAL GALV. JOIST HANGER P. GONG. FOUND. WALL BY 'SIMPSON' (OR EQUAL) ®_ (2) 5/&"m x 5" LONG APPROVED (MIN. 4p00 P51) . ! MA50NRY ANCHORS ® Ib" O.G. EA. JOIST LJjP. CONC. GONT. FTC. I — z "Z" FLASHING (MIN. 4,000 PSI) NEW FOUNDATION WALL(3) #5 HOR. GONT. REBAR • O P.T. POST AS5" P. GONG. SLAB1 PER PLAN Q ':.kW&a..w:aeelvw:aw LEDOER OONNEOT I ON DETAIL e '@ b MIL POLY A-401.01 SCALE: I" = I'-o" MOISTURE RETARDER— 4° _= — • 't—� "SIMPSON" POST 4" GRAVEL BASE m a BASE PER POST PROM GLEAN ! SIZE (PROV. COMPACT FILL- I I — BLOCKING) -b„�j P.T. DEGKIN6 \ P.T. D.J. AS PER PLAN FOUNDATION NALL DETAIL A-401.01 SCALE: 3/4" = I'-O" z a 0 OOLUMN TO ROOF CONNECTION w a O A-401.01 SCALE: 5/4" = 1'-0" N x U O d W W O U } O � p Z w � zo a0 x N U Q IL z W Z 20 00 14 I H cr Z r Z Q WUJ V NU _ O -1> 0 JU 0) m Y Q 5/4"xb" P.T. } v= MIN. 4" BETWEEN EDGES OF N Q 1-1/2" SQU P.T. DECK JOISTS AS DECK BOARDS w 04 p m ARE BALUSTER NOTED ON PLANS (STYLE TO SELECT) a o 5/4" x REO'D O rl SIMPSON H2.5A RAFTER ° ° ° ° HEIGHT P.T. RISER TIE (OR EQUAL ° — — 5/4"xb"P.T. PROJECT: 5/4"xb" P.T. DECK DECK BOARDS BOARDS 2"x BLOCKING ® EA. STRINGER TO MATCH SIZE DAN I LCZYK PORCH FASTEN STRINGER TO (2) 1/2"N HOT DIPPED CAW. BLOCKING (MIN. b BOLTS ® EA. POST w/OVERSIZED FASTENERS) P.T. D.J. AS _ zA WASHERS S END NUT PREBOREDPER PLAN N RIM BOARD A55EMBELYINTO BEAM, POST,DECK TIE a 2"x12" P.T. STRINGERS ® Ib" lJ550 CEDAR POINT DR. E. O.G. (MIN. 5 STRINGERS ® 4" THK. x 5" WIDE x WIDTHSOUTHOLD NY11971 . STAIRWAY) OF STAIR P. GONG. PAD SOLID BLOCK ® 12" O.G. (2) SIMPSON DJT14Z (1) 1/2"0 H.D. GALV. THRU DECK JOIST TIE ® BOLT w/OVER W SIZED ASHER NOTE: - 2"xb" P.T. BLOCK IN BETWEEN DRAWING TITLE: EA. POST d END NUT PREBORED INTO ALL DEGKIN6 SHALL BE FASTENED X EA. STRINGER. FASTENED TO nl Q P. GONG. PAD w/ 14/64" x POST 8 DECK JOIST TIE w/COATED DEGKIN6 SCREWS BY r� _ - 3-I/2" CONCRETE SCREWS BY DETAIL SECTIONS 'SIMPSON" ABA44 "DECK MATE" (OR EQUAL) ® COLUMN BASE "GALIBURN" (OR EQUAL) - MIN. cV 4"x4" P.T. POST IQ" MIN. (5) SCREWS PER BLOCK GRADE GRADE GRADE II - �t ' 8"(P '50NOTUBE' FILLED SOLID w/P. GONG. e(1 z -8"-- PAGE: (MIN. 4,000 PSI) 91 II o11 �. EXTERIOR NOOD STAIR DETAIL At m _ (2) #4 HOR. REBAR A-401.01 I I SCALE: 3/4„ - I -O„ A-401.001 (2) #5 BENT a REBAR DATE: 10/28/22 12"A2"x&" P. GONG. PAD J FTC. (MIN. 4,000 PSI) 7 OF 7 EXTERIOR MOOD DF-r-,AG DETAIL A-401.01 50ALE: 3/4" = 1'-0" un 74 ..._..- �0 --2 -I (e 5502S `t7q3 SITE PLAN HATCH KEY: I � 563�I2� � � � PROPOSED BUILDING ADDITION -XI ENT aR .,, O _ pry O Q U 0) AFJ EL=2.8' t I N 7°- PROPOSED ACCESSORY STRUCTURE W Z N m I -CATCH BASIN ..� PROPOSED 2ND STORY W II 101.45' S 7- a0,' Z I- EL=4 2' DRYWELL/DRAINAGE STRUCTURE NOTE: O Z A MINIMUM 10' SEPARATION IS J = J * R SERVICE t0 •J _ I--• REQUIRED BETWEEN WATE LINE/LATERAL5/MAINS/5EPTIC/LEACHING ED AS N®TEIE L m /SEWER AND THE EDGE OF ALL a) O STORMWATER DRAINAGE LEACHING 0 F A O E K E : �A}'�• a 0 Q m STRUCTURES $P ` j2aY: R t' m LEADER NOTE: (5-00 .0 1 PROJECT LOCATION & SCOPE NOTIFY Ui ING DEPARTMENT CONNECT ALL LEADERS COMING _ FROPOSED INSULATED, NON-HEATED SUNROOM VESTIBULE SITE PLAN & ZONING DATA 631-765-180 8AM TO 4PM FOR T Q FROM GUTTERS TO NEAREST ADDITION. iNG I SPECTIONS: Z DRYWELL. ;OL�OOWj D � � _ ION-TWO REOUIPmg( W i=ROPOSED FRONT DECK .O0 GENERAL NOTES 2• r�ou �_ Q�nlordcRETEjntr ^ _j 00 > d• O I Q ENERGY TABLE 3• INSU Ti N NG&P`t .. "� Z m (D TA T-j 4. BE C M MUST 4 I I � STRUCTURAL DESIGN CHARTS AL G ETE FOR C.O. Z >- v` EXIST. F R0 E�T DATA : ON R TION SHALL MEET T Q Z TA HE FR. C-005.00 HOLDOWN, ANCHOR BOLT, IRE EN OF THE CODES OF NE m -I N I SHED I STRAPPING, & NAILING DETAILS D�SIGN0 C S RUCTONERRORS© m m r-I �� EL=a.o I FASTENING SCHEDULE p m m I � I PROJECT / ZONING DATA �_00f..00 FRAMING GRAPHICS UTIL. POLE TAX MAP # 1000-a0-2-16 W BEAM CONNECTION PATTERNS (TYP) I ZONING DISTRICT R-40 Cl FIREBLOCKING DETAILS m II LOT AREA 01 ACRES F_ PROPOSED PLANS 0 - 06/20/la-ra w v EXIST.) I GofO - RESIDENCE (EXISTING) Z-a562; EXI5TJ' DW / CofO - PORCH 4 ROOF DECK Z-1'728a; Oa/13/1a88 (� J I I � / \ GofO - ADDITION 4 ATTACHED m \ ( GARAGE Z-18366; oa/13/la8a A-20 1 ,® 1 PROPOSED EXTERIOR ELEVATIONS `\ GOfO - DECK ADDITION Z-2100a; oa/11/1aa2 PROPOSED SECTION r. I � I / \ GofO - ADDITION/ ALTERATION Z-3114-78; 01/25/201& FEMA FLOOD ZONE x DETAIL SECTIONS I w DEG DISTRICT NON-JURISDICTION !K I I I I 311 O _ EL=12.1' I I PROP. 1 I EXIST. GARDE. t 2ND FL. LOT COVERAGE ADDITION / DESCRIPTION (FOOTPRINT) AREA go LOT COVERAGE jj/// %COVERED TOTAL LOT AREA 51,552.0 S.F. I UNHEATEPROP. ' D EXISTING BUILDING I a71."1 S.F. 6.5% Q SUNROOM 17.7 IS) I / EL=11.a' EXISTING 5HED 124.4 S.F. 0.4% Q 10 m I EXISTING OUTDOOR SHOWER 72.0 S.F. 0.2% N Lu o _ W -�L�T1NG N OS P �GH 5 .O I. WIRES_ N _ - - O.H. EXIST. 0 ( PROP05ED ENCL05ED PORCH 285.0 S.F. O.cI% i I STORY PROPOSED COVERED DECK 205.0 S.F. 0.'7% EXIST. VxIV WD. FR. DWELLING PLATFORM 5H0 ER TOTAL AREA OF ALL STRUCTURES 3208.1 S.F. 10.230 I I I EXIST. '"MAXIMUM LOT COVERAGE ALLOWED - 20% z z CHIMNEYLu EXIST. STEPS EXIST. I 0 ENCLOSED PORCH EL=II.B' REQUIRED SETBACKS - MAIN BUILDING EL=11.3' - REQUIRED EXIST. PROPOSED COMPLIES ui EXIST. DECK Q ABOVE 0 FRONT YARD 40.0' 104.3' 104.3' Y I I SIDE YARD 15.0' 11.7' 17.7' Y PROJECT: BOTH SIDE YARDS 55.0' 65.0' 45.1' Y DAN I LCZYK REAR YARD 50.0' 10.0' 115.01 Y S U N R O O M i I I 550 CEDAR POINT DR. E. STONE £ GONG. RET. WALL T.O.W. EL. 10.8' I SOUTHOLD, NY 11971 B.O.W. EL. 8.8' . ;r. DRAWING TITLE: j; , r'. ..; �`:`. .. r .• _ `.' -,. '+ 'a d . ' I I 3 . , b� ;t.- .,,tom ' I":' ,.Y ` ' "' t ; � _��'+ 1 ° r{:�'s••,•-°- , ,' ' f1 A e PROJECT L OCAT ION & SCOPE • - L T.O.W. EL SITE PLAN & ZONING DATARET. WALL STONE GONG t , ,•, »' '• B.O.W. EL. 4.8 I .1, .. ` `ye.'. "At *'»r' 3 e ♦•�a,{'�'� ' a�"` r' y t+ w s � .� `ley:"ar.y° f< - • .. �+ "w- , ,. PAGE: R=AR SCTBAGK T.O.W. 4.0' 50' EL. 'pa `' c , ,,'' u:.- �i ,!+ ^ ✓'� Y ^.,wwuw. w" �.,, _ WOOD RE s a4 Mbt�� 't y a +• I i r n T. WALL O.W. EL. 1.5' '4 y u G-00loOl `� i-•r y l fir, (' I B. �' 1�' .. a,--„ � - i.r .!'� '��.be "�»,s � •••.( t��rJ.11,�,�i:�ti.' . ��a�. � �� ' I .ate'. ' �•�• t "'". ' i r •4• '� .. y1v r wb, I A+ - > 4 �' ;'�+ »k»i' r �,. r ! � i YA ��p �1 "x. a tt e , • aR �a y /'.�I+ ' °a.,a., 3 `* • J a ° H a'ha + '�' 'Sr, , ay,�' i n.. 0. J,, DATE: 03 16 22 ♦ � ��: � _. •�+ - ifs r � 5 f. .. ` .. • ! >e+ ,�, rr .}i ' fin,- y� r F tyY' .x k i" d p 'M•' ul�` + `k I ! 1 MEAN HIGH WATER SITE LAYOUT NOTES: '- -t: <r- • •.. ;rr x',r v 5-» ,' !; t f a.26.2013 I. THIS IS AN ARCHITECT'S SITE PLAN 8 15 `? SUBJECT TO VERIFICATION BY A LICENSED � • r ;. - , ' �• w I I3 SURVEYOR. THE INFORMATION REPRESENTED ON THIS SITE PLAN IS TO THE O 0 ARCHITECTS BEST OF KNOWLEDGE. �•- ., j SURV o I I o 2. FROM A ISURVEYAD OTEDA Oa/2 OBTAINED z MEAN HIGH WATER 3 2013 � I '•�, � 1 .. � �` ,e_ �t, -� I .I �' , N a.21.1a8a AND PREPARED BY: c r In J, , - - _ _-__--- WILLIAM R. SIMMONS 3RD L.S.P.G. 126 CARLETON AVE L 1 T T L E F E G 0 N I cf., S A Y EAST I SL I P, NY 11-730 SITE PLAN 631-551-1688 LOCATION MAC' SCALE: 1" = 15'-0" SCALE: NTS (5ENF-fRAL 5"'lrM50L <E� : ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. 5FEO.'s. SEE PAGE "S-005" FOR NAILING 4 STRAPPING DETAILS, CL 0) **SEE DOOR SCHEDULE FOR ALL OLA55 DOORS FROM SAME MANUFACTURER" Q 0 NEW PARTIAL HEIGHT EXISTING TO BE DEMOLISHED V400D FRAME (L.O. STL. '�HART 1�)00R SCHEDULE LLJ Z 0 LLJ WHEN APPLICABLE) EXISTING TO REMAIN DOOR MATERIAL NEW FOUNDATION WALLROUOH OPENING V41NDON DIMENSION LLJ La >_ NEW WOOD FRAME (L.O. TAG TYPE MODEL # 5TL. WHEN APPLICABLE) TAG DESCRIPTION QUANTITY L N07H HEIGHT WIDTH HEIGHT F- HIInTH HEIGHT W 17- 0 I-A z RATED MIN. (2) 2"x4" STRUCTURAL NEW I-HR FIRE P = >_ NOT 5Er;) k4OOD FRAME (L.O. 57L. P057 FOR 4" WALLS A r u WHEN APPLICABLE) (MIN. (2) 2"x&" STRUCTURAL U.) 2 P05T FOP, 6' HALLS), U.O.N. DOUBLE HUNG TN21042 5,-0j, 4'-49" z-119" 41-4j" 0 NEV4 :2-HR FIRE RATEDFaRST LOOK- 5,-0., C:) 0 a- u-) w kqOOD FRAME O. STL. .2' 1 (2) SIDE LkOHT5_�L_I'-O" e, SINGLE SWING V4HEN AFFLICABLE) z 0 FOUNDATION FLAN NOTES z uj _j _j 00 OFOUND $ POSTS FOR ND. DECK: > C) Nn. F.T. POST 4 P. CONIC. PIER UPON FOOTING AS PER z (0 DECK DETAIL (TYR) ,ri C:) FOR V400D STAIRS 0 GRADE: z Z N O 4" THK. F. CONO. PAP 5" HIDE x REOV LENOTH UPON EXIST. FOUND _O.. b" GRAVEL UNDER 2"xI:2-- F.T. STAIR STRINGERS 0 (NO WORK) MAX. Irb" O.C., U.C.N. (MIN. 5 5TRINOERS) LL LLI W TYPICAL LEDGER BOARD 0 EXT. PECK: L0 0 < (!5 2. SECURED pq/ (2) 5/5" 4) x 5" LONG H.D. SAL. LAG BOLTS _3 I. (1) 2"x P.T. BD. TO MATCH DEPTH OF J015T5 U5 \�-EXII;TINS BATHROOM WINDOW TO BE REMOVED. III Lc O.C. • cv V -- -- — — — — — — — — — — — — — 5. INSTALL H.D. OALV. JOIST HANOER5 BY 'SIMPSON, (OR EQUAL) 4. PROVIDE FLASHING TUCKED UNDERNEATH SIDING 4 ILI) BENT OVER TOP EDGE OF LEDGER ED. K a LLJ z u� 5. SEE NOTED DETAIL 13 -A 9 TYPICAL P. GONG. FOOTING d WALL CONSTRUCTION: G) (2) 2"x(b" P.T. SILL PLATES W COFFER TERMITE SHIELD 4 SILL SEAL EXIST. I I 1cV 10'-:2"— Nw • -005 ANCHOR BOLTS AS PER PAGE 6 DECK TO BE • P. GONG. FOUND. HALL AS PEP, DETAIL UPON REMOVED • P. CONC, FOOTING AS PER DETAIL • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR _j lu ry< B.O. FOOTING 5'-0" BELOW GRADE MIN. 0 j 1/2" r ;J� 0 • EXPANSION JOINT 0 PERIMETER OF SLAB WHEN _j 1 0 ix 7 APPLICABLE) < • AIR ENTRAIN P. GONG. FOR, PORCHES / PATIOS / I,, m 6 �g STOOPS (WHEN APPLICABLE) LH Lu �A\ z /A- /A-�A\ • MA50N TO ACCOUNT FOR FINISH STONE ON THIN SET A-201 A-:201 H c!1 L FOR HEIGHT OF WALL 4 SLAB (WHEN APPLICABLE r 2(:2) 211XIO11 DJ El --------------- -------------------- -----------5 15"x8" DEEP P. CONC. CONTINUOUS FOOTING I ------------O tl-4" 2 AS PER NOTED DETAIL (711F.) 5 5 - - - - - - - - - - O -------------- HOLDONN: < HOLDOHN 'M' AS PER PAGE 0-003 ----------- NEN UN-REINFORCED P. CONS. SLAB O z I. NEW 4" THK. UN-REINFORCED F. CONC. SLAB UPON 2. 4" (MIN.) GRAVEL BASE UPON L 5. 6 MIL POLY VAPOR BARRIER (2) 2"XIO; J UNDER-FLOOR AREA VENTS - O Nr-N VENT N1 MIN. I S.F. NET VENTILATION OPENING PER - - - - - - - - - - - - - - - - - - -- 2020 IRC R405; INSTALL AS PER MANU. 5FECS WITHIN 5'-0" OF BUILDING CORNERS 501L BEARING CAPACITY NOTE: 16-2 - STRUCTURAL DESIGN OF FOOTINGS ASSUMES A L) 501L BEARING CAPACITY OF 1.5 TON5/S.F. 0 a. DEMOLITION PLAN FRCFOSEI�) FOUNDATION FLAN -oil SCALE: 1/4" 1'-O'l SCALE: 1/41, > 0 z 0 0 m z FLOOR FLAN NOTES z 0 ODOOR NOTE: I. INSTALL NEW INTERIOR DOORS WHEN CALLED OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). 0 IL 2.INSTALL NEW EXTERIOR DOORS WHEN CALLED 0 M OUT ON PLANS BY 'THERMATRU' (OR EQUAL). 5.POOP, TYPE TO SELECT 4.INSTALL AS PER MANU SPEC.'s 3.PROVIDE (2) 2`x8" HDR., U.O.N. ---- 4.5EE PAGE 0-005 FOP, ALL OTHER FRAMING c*4 ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 04 O STAIR 4 RAILING NOTE: I. ALL NEW STAIRS SHALL HAVE MAX. 7-3/4" RI 4 MIN. 10" Tr - RISERS SHALL BE CLOSED 2. 42" HIGH GUARDRAIL 4 SPINDLE 5PACINS PROP 21"XIO" RIDGE PROJECT: NOT TO ALLOW PASSAGE OF A 4" 0 SPHERE; 'L. 56" HIGH HANDRAIL 4 SPINDLE SPACING NOT </Is� TO ALLOW PASSAGE OF A 4" 0 SPHERE 5. ORIPPABLE RAIL AS PEP, CODE 4.4. DANILCZYK 4 WINDOW NOTE: SUNROOM 00 EXIST. HOME 011 OP 2" V O I. ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN .2"x 0 x (NO WORK) --.-x Rio E _y -HUNS, OR GLIDING 400 SERIES CASEMENT, DOUBLE (AS NOTED); INSTALL AS PEP, MANU. SPEC.'s. FOR, F-7 —------ SUBSTITUTIONS, SEE NOTE #1 IN GLASS NINDON5 AND DOORS" ON PAGE 6-002 IF CASEMENT EXIST. I ---- WINDOWS - ALL C5MNT HNDN5 SHALL HAVE ell 550 CEDAR POINT DR. E. STRAIGHT ARM HINGE WHEN Lu -T-= SOUTHOLD, NY 11971 2.IF DOUBLE HUNG - ALL DEL. HUNG HNDN5 70 BE TILT HASH 13 5.ALL GLAZING WITHIN 1W OF FF TO BE TEMP. OL. -1 5 4.SEE PAGE 0-005 FOR FRAMING ELEMENTS AROUND In I Lu NINDOV45 (TYR FOR ALL) U.O.N.;(2) 2"x8" Hl�)R. U.O.N. E: EGRESS NOTE: (2) 1:2 IN COMPLIANCE WITH NEW PORK STATE BUILDING 2.Orz LVL_ PROPOSED PLANS i.1r:::j & =X CODE, SECTION R510.2.1;THE FOLLOWING MEANS OF EGRESS SHALL BE FOLLOWED: B Lit 101-21, NET CLEAR OPENING........... 5.1 S.F. NET CLEAR HEIGHT............... 24" MINIMUM PROF. VAULTED NET CLEAR WIDTH................. :20" MINIMUM x CEILING NEW EXHAUST FAN SHALL BE INSTALLED WHERE a 161, O.G.- PAGE: 0 VENTILATION 15 NOT MET 5'1' MEANS OF NATURAL 2-4" OATH �PROPOSED� 43 CIRCULATION THROUGH NINI:�,ONS OR II TO I �CILO. HEIGHT tu PECK OUTDOOR SPACES AS PER NY5 MEOH. CODE SECTION 405.5.2.5; INSTALL AS PEP, MANU. SPECS - A-tor A-1 0 10 1 A- Ot- A-201 U A-201 A-.201 O NOT USED (5) 14 2. rz LVL ----------- 1 L ------- (2) 2"xIO�' HEADER -4---------- DATE: 03/16/22 -- NEW FLOOR: _j _11"I__ - - — I I — ____ 6 OF7 > O I. NEW " PLYWOOD SU5FLOOR BENEATH (GLUE I SCREW); R.R. 2"xa" R., 5OREH PERIMETER OF SHEATHING 41, O.C. s 121, O.C. a tu a I&,, O.C. INTERIOR. Lu 2.NEW FINISHED FLOOR PER H.O. SELECTION 0 C, 0-N E0._ O NEW 4"x5" ALUM. DOWNSPOUT (TYP.) 74= Lu O GUTTER HIGH POINT (TYP-) L (2) 14 2.OE LVL SUNROOM AND VESTIBULE TO BE INSULATED 4 NON-HEATED 1-0 0 '7 101 ff Fq' �4-j F OTP R (2) 12" : r 2.0 z LVL FROF05Er7) FLOOR PLAN FR SCALE: 114" = 1'-0" SCALE: 1/4" = I'-C" BUILDING SECTION NOTES ELF-VATION NOTES Q V NEW ROOFING NOTE (TYPJ:O ~ 0 I. INSTALL NEW ASPHALT ROOFING SHINGLES 10 HATCHED AREAS INDICATE NEW WORK (TYP.) W M N 2.INSTALL ICE AND WATER SHIELD FROM FA501A UP TO J V-1 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS OVER O2 NEW ROOFING: Q W >: 5.INSTALL 15 # BUILDING FELT (U.O.N.) OVER I. SEE NOTE 0 SECTION 4.1/2" COX PLYWOOD SHEATHING (BLOCK ALL SEAMS) Z 5. GAP SHINGLE OVER RIDGE d HIPS (AS REO'D) 6.PROVIDE RIDGE VENT(AS REO'D) 1. FLASH ALL VALLEYS O PROVIDE CONGEALED FLASHING AT ALL ROOF O J = Z 5.INSTALL DRIP EDGE AS REO'D INTERFACES. J" a.INSTALL ALL AS PER MANIJ. 5PEC.'s NEW CRICKET (TYP.): TYPICAL ROOF d CEILING CONSTRUCTION: 40 2"x4" FRAMING ® 16" O.G.;PROVIDE ICE SHIELD O 0 O a >-O NEW ROOFING A5 NOTED LAPPED IS" IN ALL DIRECTIONS # FULLY FLASH. m Z • 1/2" GDX PLYWD SHEATHING (BLOCKING ® ALL PLYWD SEAMS) NEW 5/4"x2" 'AZEK' (OR EO.) WINDOW/DOOR CASINO: • R.R.,G.J., d G.T. A5 NOTED ON PLANS (® SPANS O PROVIDE AT ALL NEW 6 EXIST. WINDOW5/DOOR5 (TYP.) O OVER 5' INSTALL "X" BRIDGING 0 CENTER OF O SPAN, U.O.N.) • PROVIDE 7" OF SPRAY FOAM INSULATION Ob NEW WOOD FRAME STAIR Q J TYPICAL EXTERIOR WALL. CONSTRUCTION (TYP.): J 00 OUPON "TYVEK" HOUSE WRAP (OR EQUAL) =_ --mom-. .- -- -M =::- — ---- Z (3) • UPON 1/2" GDX PLYWD. SHEATHING (BLOCKING 0 ALL =_._ -:-_- --- ---- ---__: _ J e-I PLYWD SEAMS) ------ -- Y C) • 2"xb" STUDS ® IV' O.C. w/DEL. TOP PLATE • 2" SPRAY FOAM INSULATION (® R=-7/INCH) w/R-15 Z '' 4 EATT INSULATION (R-27 TOTAL) ,— -- �- - - - -- • 5/&" GYPSUM BD. WALL FINISH L' LU (D NEW SIDING NOTE (TYPJ; X X --_- - -_ __--_ - Lo m X-4 -_ 4 I. INSTALL NEW FIBER CEMENT HORIZONTAL � O --. =----"=-- ---- -- . -- - � _ � LAP SIDING d VERTICAL BOARD E BATTEN _- _ - --- 4 g O Q SIDING ---- � J O 2."TYVEK" HOUSE WRAP (OR EQUAL) -- .- _ ____-_- ------ -------------- - 5.INSTALL ALL AS PER MANU. SPEG.'s 4.PROVIDE ALL NECESSARY TRIM FOR 2 — — PROPER INSTALLATION - 5. SIDING SHALL EXTEND TO TOP OF - -_____. -�-�_= - _----- = Lu FOUNDATION WALL ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEC.'S. SEE PAGE "0-005" FOR NAILING 8 STRAPPING DETAILS. -- -- --- ---- -- ---- ---- - **SEE DOOR SCHEDULE FOR ALL &LASS DOORS FROM SAME MANUFACTURER** I -- - - ONEW 4" THK. P. GONG. SLAB w/6"xb"-I0/10 W.W.M. U REINFORCEMENT AS PER DETAIL WINDOW CHART w U OTYPICAL FLOOR CONSTRUCTION: ROUGH OPENING WINDOW DIMENSION U J • NEW FLOOR JOIST AS NOTED ON PLAN I# TAG TYPE MODEL • 3/4" GDX PLYWD TAG SHEATHING (FLOCKING ® ALL PLYWD SEAMS) WIDTH HEIGHT IDTH HEIGHT • F.J. AS NOTED ON PLANS (® SPANS OVER 8' O O O g LiL INSTALL "X" BRIDGING CENTER OF SPAN, U.O.N.) NO 1�Lo • MIN. OF R-30 GATT INSULATION; A T USEDLATION;PROVIDE MIN. 2" ___ _ _ SPRAY FOAM INSULATION (R='I/INCH) AT RIM JOIST _ B >\ DOUBLE HUNG TW2I042 __ 3'-O�" L 4'-4g" 2'-IIj" 4'-4j" WOOD DECK CONSTRUCTION: G DOUBLE HUNG TW2652 2'-8 5'-4gT" 2'-"1 5'-4�" Lit O SEE PLANS AND DETAIL SECTIONS. NMI T, \_ DOOR SCHEDULE DOOR MATERIAL TAG DESCRIPTION p 0 QUANTITY WIDTH HEIGHT 0 NE57 EL EVAT10N (RIOH7) k) SCALE: 1/4" = 1'-0" NOLE SlNoLE NS 101 (2) SIDE LI&IHTS r ul z w O C) CONNECTION 'A' AS w F- PER PAGE 6-005 NEW RIDGE ----- PROPOSED RIDGE HEIGHT \ \ ---- 12 ELEV—++200-2' V.I—F. PROJECT: DAN I LCZYK �� 12 SUNROOM EXIST.(IN PqORK) ¢ \ \ 8 ]Il _ �.^ I �� 550 CEDAR POINT DR. E. \� SOUTHOLD NY 11971 DRAWING TITLE: I�.11 \�J_U-LJJ�'' r PROPOSED EXTERIOR ELEVATIONS in IF 3 I PROPOSED SECTION PROP. I EXIS LiLL lol s . a 101 3 SEASON 4 ❑ ❑ ❑ L==il RESIDEN E _ i I � ROOM � 5 NO WORk. F7 LiLL— CONNECTION 'DI' AS PAGE: PER PAGE 6-003 I �LL�� r PROPOSED FIRST FINISHED FLOOR I$� I 1-1� III �� ell, ------ELEV. +I.ci' V.I.F. 201m0l. D.J. A5 PER PLANS F.J. AS PER PLANS I - _ � BASELINE 6 I ---------- DATE: 03/16/22 6 OF 7 o 6 ELEV. +0.0' I I m I — —�T - 1- -1 -F - - - - - - - - - - - - - - - - - - - - I- I 2 A-401 PROPOSED SECTION A-A NORTH ELEVATION (FRONT) SCALE: 1/4" = 1'-0" SCALE: I/4" = I'-O" t f'