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Home My WebLink About48694-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY wo ;a 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 #: 48694 Date: 1/5/2023 .............................................................................. . Permission is hereby granted to: Gra , Jose hine .... Y. P.........................,........ .......—.—......... 139 Oenoke Rd .. __ � ............_ _ �......._ �� m..m.._ New Canaan, CT 06840 To: Construct a single family dwelling with mezzanine as applied for per SCHD approvals. At premises located at: Central Ave., Fishers Island CTM # 473889 Sec/Block/Lot# 6.-3-8.3 Pursuant to application dated 9/1/2022 and approved by the Building Inspector. To expire on 7/6/2024. m....._. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,621.20 CO-NEW DWELLING $50.00 Total: $2,671.20 ......................................��_.........m . . .r.r............ ..._.� .....,.... 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) 765-950211th.s:H�v, w,soLitl:ioidtowline. Dov Date Received APPLICATIONFOR BUILDING PERMI�T @o� .y ((.^� 1' ,' P A For Office Use Only i .P �� PERMIT NO. Y80 Building Inspector:, �"' �bh , L.VILMNG DEP-1, Applications and forms must be filled out in their entirety.Incomplete 701AIN OF 0[)11ki0L applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: 23 2022- OWNER(S)6F PROPERTY: Name: LqLJ're'" iQ,d� SCTM#1000- _3 Project Address: ;dYa-o JfYc 's kAJ Ili ev Lan Phone#: Email: Mailing Address: CONTACT PERSON: Name: 10-►'E & Mailing Address: 6 . d� AJ ®� (� Phone#: 62 Email: y � DESIGN PROFESSIONAL INFORMATION: Name: IJ Mailing Address: ✓� , !V l Phone#: 01- Email: 0.5 6m cury'— CONTRACTOR INFORMATION: Name: ? -7- / . Mailing Address: /!a AJ k%a . Phone#: �4�J - � . `1 Email 114/c� co YL 4/A Gall— DESCRIPTION OF PROPOSED CONSTRUCTION ( t� w Structure ❑Addition ❑Alteratl - � on []Repair ❑Demolition Estimated Cost of Project: ❑Other $. Will the lot be re-graded? ❑Yes o Will excess fill be removed from premises? ❑Yes 0 PROPERTY INFORMATION Existing use of property: � l aIn d Intended use of property: o Zone or use district in which premises is situated:. Are there any covenants and rest ictions with resWect to R-to this property? ❑YeskNo IF YES, PROVIDE A COPY. Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a class A misdemeanor pursuant to Section 210AS of the New York State Penal Law. Application Submitted By(print name): Jt}rt fid S. / O Mo 04uthorized Agent ❑Owner Signature of Applicant: Date: �' �� _ Z 2— STATE STATE OF NEW YORK) 7 SS: COUNTYOF jl�-n" r, I o being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, J,81�e is the re-"—rX-A-c1»2 4 GSE nir (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/Uer-knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day ofAa��, ,20 Z Z �µ N tary Public,44 0� .Z (Where the applicant is not the owner) 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 �aaaeee _,,.r ••. �� ......... .. � ......��w E u r ^f iovt use of ppr �� w ,"X we o1 4w t'; Zany Of ut!&sb in whUiCh rt-p0 wit 4s sar �'e AI! o ' gym �fFd fll OAS w4" mvee,to t!t wmoom 8 Dales�No W VM Pi1t� CC A COPY. n �o, Woo*"Oft W#JIM** *pu of Z g- ZZ STATE 4F WW YO 1q ,: caurrrr of y , niand [hit(slheps thumppCocant K the 77Lsa .-–— v. .as I , of SaidClywor,"r or " ',w KVl)f rxft)%i " H1 ,,, ,,?w have �W .k am w t" apl;✓91rrr(r'Y?durk of C C I 11. 11041"'d in a;AWb)A rS , to 1w bM ofMlw, i*aM�twd,601% the . poofa mo,w the rnafVrN"'mov GwY in ' ,auws N 5 r . Swam kdav brfCwMe this of Al, L15 .� WaS:ZY 'f:' iii, R r/!r�'N �, o, ,,�� « , ,,,,,,„...o... ��r � u�rW � �'%l i •••.��„ ,.; i A� r � G�F, � ��QPM dCa m � I fns t 'i i %heTlroAm OP So mN,,ou$ IfPoti tldh%%,) ,N,- wc SS 7[wwreI O ”? ' "07 Print Ownd s N, + r 2f .P ZOVIDE 4" C.I. PIPE TO SEPTIC TANK. LOCATE CLEAN—OUT 2' FROM FOUNDATION 110L,p`]r.101'r IIDE1'11w. 4LL INVERT AT FOUNDATION-21.5 ZO111DE 2000 GALLON SEPTIC TANK— INLET INVERT = 21.0 I''OWN (O'S T`11"'IIOLD 'OSSIBLE FUTURE ADDITION) OUTLET INVERT — 20.75 ZOMDE 1 DISTRIBUTION BOX— INLET ELEVATION-20.50 ZOMDE 2 LEACHING POOLS— INLET ELEVATION-20.25 FXWWT 701t,01PPROVAL CM COMMUMONA SG SUFF. C . HEALJH SERVI( OFFICE 0 or cmw m No. Subff 1 Refton AWd By .._Date r LEQENQ 1 1 I r I 1 4 � PROPERTY LINE ABUTTERS LINE EDGE OF PAVEMENT EDGE OF GRAVEL ------------------- EXISTING - .- -- - -------EXISTING CONTOUR ® ® 2 PROPOSED CONTOUR 2 PROPOSED 4 BEDROOM RETAINING WALL FENCE �� - � RESIDENCE PROPOSED SILT FENCE �— PROPOSED TREE LINE TREE LINE _ NOW OR FORMERLY NIF Designed By: Drawn By: Checked E BOUNDARY POINT O RHS ZBC CB/RHS MERESTONE ■ Issue Date: Project No: Scale: WATER VALVE 06-07-2021 067028 1"=30' d Drawing No.: SHEET 1 OF 1 GRAPHIC SCALE IN FEET 13nY1,p 03N33aDS tl0 34615.� 3w Joos 0 o3ainmv sv 3dDis �Vi za@7 1Vn03 aD di^FZSZ a NaN33N) `�.� DWBVi III3DkaD 01 kWAO NaSWI& f NDl VO OW S»JDIS n3hU8O �•`�'--- a3400 UDS.9 NIN �. N N311 0_r 1 ✓`� cti� oAd mo'ud3AD .�4\ (1 Sam DAd.r 83OV31 d00a '/y 0350 yd r s . 4. / (11v130 33S) .,., N4LLomsNO3 301`�+ 1A0>dd ' 5002/gL✓e An / .� WOMMO�33>w MWd Rau N0 NMIGNS SV w •`.". 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', I I I I I I I I I I I Z 18 R @ 6 7/32 '° Office@jp-ce.com I I I I I I I I I Q LU 17 T@ 11" I I I I 78'-2 114" A*aO SOA X97859 » _ RoFEssIoNP Dtl IT IS A VIOLATION OF SECTION 7209 OF ARTICLE 145 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER ANY CONSULTING ENGINEERS DOCUMENT THAT BEARS THE SEAL OF A PROFESSIONAL ENGINEER, A B C D F UNLESS THE PERSON IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER CALLAHAN RESIDENCE 1st Floor Plan PROPOSED STRUCTURAL DRAWINGS 1 SCALE:1/4" = V-0" AREACALCULATIONS ISSUE DATE ISSUED FOR 8/11/2022 STRUCTURAL UPDATES AC Space 8/19/2022 STRUCTURAL UPDATES First Floor AC 2,369 Mezzanine FloorAC 599 Second Floor AC 1,353 4,321 ft2 Non AC Space THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE AND ARE THE Balcony 435 PROPERTY OF J.PONTIERI,P.E.,D.P.C.ANY INFRINGEMENTS ON THIS COPYRIGHTED MATERIAL WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. Basement Parking 757 PROJECT#: 2022.213.01 DRAWING TITLE Terrace 540 AF PROPOSED FLOOR PLANS DRAWN BY 1 ,732 ft2 8/2/2022 DATE DRAWING NUMBER 6,053 ft2 AS NOTED SCALE Q_� E F A 12'-8 3/4" B e 57'-5 1/0 9'-5/$" 71 Djg1 14'-4 1/2" 12'-9 3/8" 8'-71/2" 7'-6" 5'-8 1/8" O F O O O - N FM M - _1 r CD 00 / Ln co Bed 1 D17 Bed 2CY) _ 202 - 204 N -- CoBath 1 x N m _ 203 m LO C7C7 Z z_ I \ 1/2" 5 1/2" 16 3 1/2" 00- 3 a' 5' O \ / 10'-3 3/4" 7'-1 3/8" 10'-2 1/4" Lr'' (D Balcony c 208 \ / �= m Z O - / N \ M - \ OPEN TO D1s ` BELOW // c4 � I SPIRAL „ OC)"' okn \ ,/ Sitting STAIR — 2-11/4 _ 109 1 31/2" M \ ao „ 3 1/2' © ua: 1' 21'-7 1/8" / 5-3 3/8 12-5 1/2 - 5-8 5/8 21 7'-9 1/2" 00 00 co LU 00 1 tiCY) ao d \ , °� Cn cn 00 ti 1 A5-1 _ CY3 `\ // r 21-61' O0 Mco A5-1 00 _ U N 00 r LO 81' * 000 5 1/2" \\ // p +9'-6 3/4" c``v 2 1 m - CO D23 K CV _ D25 M M UP Bed 3 k \ e // \ DOWN r�FrFLC J J 1 , 205 • f \ — U �_ -JI Z � _ \ w Bed 4 °° � m `° _ 206 Bath 2 Co Z iv , ' Z \ 207 / o� \\ ao I � 5 1/2" \ 3 1/2" i; 3 1/2" 5 1/2" „ I 5 1/2 „ 19-10 5/$ 8 10-2 1/4 7-3 10_2 1/4" x r / \ •/1l • Imo' o Z C co m _ M cr N N - v '\Xk <>! ilxx', vx'xx;;C 'x'i'�CT'XXk`t k;x;iX-��k, r ,xl +rl •C�CK x f,'k' Ln LO f O O O O O J.PONTIERI, P.E., D.P.C. 8'-6" 14'-4 1/2" 12'-9 3/8" 7'-4 1/8" 9'-3 3/8" 5'-2 1/8" ENGINEERING & CONSULTING IrR 16 Commercial Blvd. OF NEW 12'-8 3/4" 57-5 1/2" 9'-5/8" Suite.1A Medford, NY 11763 ci7 pLAN A0 631.3.20.1040 telephone �0 � Office@jp-ce.com rs D I af U g6 — 1v A B C D E Frro'0000 SOA 097859 ROPFssI;IT 15 A 1oNP 145 OF THE 2 $ e— YORK STATE EIDUCATIONON TION LAW FOR ANY PER7209 OFISON CLE TO ALTER ANYW CONSULTING ENGINEERS DOCUMENTTHAT BEARS THE SEAL OF A PROFESSIONAL ENGINEER, UNLESS THE PERSON IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER 2nd Floor Plan CALLAHAN RESIDENCE 3 SCALE_114" = V-0" PROPOSED STRUCTURAL DRAWINGS AREA CALCULATIONS ISSUE DATE ISSUED FOR 8/11/2022 STRUCTURAL UPDATES AC Space 8/19/2022 STRUCTURAL UPDATES First Floor AC 2,369 Mezzanine Floor AC 599 Second Floor AC 1,353 4,321 ft2 Non AC Space Balcony 435 THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF J.PONTIERI,P.E.,D.P.C.ANY INFRINGEMENTS ON THIS COPYRIGHTED MATERIAL WILL BE PROSECUTED TO THE FULLEST EXTENT Basement Parking 757 OF THE LAW. PROJECT#: 2022.213.01 DRAWING TITLE Terrace 540 AF — PROPOSED FLOOR PLANS DRAWN BY 1 ,732 ft2 8/2/2022 6,053 ft2 DATE DRAWING NUMBER AS NOTED SCALE A-3 i]—v 3tt 0310N SV tl INON 9NIMW0 31V0 ZZOZ/Z/9 Al NM"a SNVId HOOId 03SOdOlAd jV 311119NIl"a 1/11111/1 IDNOW M. 311130 1N31IHI NO 3n3 M39N O3N9350tld 39131M 1VItl31VW DIHAdO 3dOU SIHI 3W ONV DI IN3NIANV3'd 0'3'd NV 3MNOd IM-353.1 3H13W ONV 3�l/,tl35301N3Wntl15Nl NV 3tlV S9NIMVNn 353H1 S31VO11 ltltl%IOUS 1,—/61/8 .U.L =.611 31b05 s31VOdnw-3nals 2ZOZ/1Lre Ueld auluezzaW tl01 0VSS1 31VO 3nssl S9NIMVI]a iviinnf1N15 03SOdOHd 3:)N301S3a NVHVIIV:) dHolss3yo� 15�a z� 656�so o� qJ m x woaa�-d/ �a�llo •+y auOgda/a3060i'OZE'I£9 -/dY'ppd Nv.b e'p y9 E9L[I AN'P'n/PaW O�M3N i0 Cyd VI a7m5 W-19 91 .Z/L 9-19 * ,Z 9NwnSN0:)'8 9NIH33NI9N3 Yd'U''3'd'111311NOd'f ONVHa3AO.9'L N II .81E 4-,8Z °' III < . „Z/L E O < < D .S-,E - ---- -- I N C w I � N N •N I 'I peaH v � I ,L'L m l-SV rn � m E 'auluezz W 1- N O° r � 310 V IaSO� �w N Zl£ Z/ £ zu sss Zu zsL < 0 ObS aae11a1 " < zo m I � LSL 6w>Iled luawaseDg z 0 z S£4 Auooleg O N aoedS Ot1uoN sm cu L80'17 >k DNIVHa3/AO,S'L oV loolj puoaag 99£ oV joolH auluezzaW -- .Z4 9-19 -- — Z 69E'Z oV1001=1ls1!H aoedS O O 0 V d 3 SN,ouvino-ivo vmjv E F A B T D D I 2' 57'-5 1/2" 1.5' OVER NG ,'i - xY. 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'x;x''>l' x' :"x".'X' "k" 'k,'X <Xx'x"x�l x �Y�• cl�"XX x'x x;�1+c'xxl�.^�C�l x'x;x"x'x"x k ,.is 1.5' OVERHAN LPONTIERI, P.E., D.P.C. 2' 57'-5 1/2" ENGINEERING & CONSULTING 16 Commercial Blvd. OF NEW P— Suite 1A y Medford, NY 11763 CPLAN pOti ' 631.320.1040 telephone Office@jp-ce.com c° D I =tu A B C D E F OA 097859 R�FESSIIT IS A OF SECTION 7209 OFONP 145 OF THE YORK STATE EDUCATION CATION LAW FOR ANY PERISON CLE TOA TER ANYW CONSULTING ENGINEERS DOCUMENT THAT BEARS THE SEAL OF A PROFESSIONAL ENGINEER, UNLESS THE PERSON IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER CALLAHAN RESIDENCE Me��= V-0"ine Plan PROPOSED STRUCTURAL DRAWINGS CIO I SCALE: AREA CALCULATIONS ISSUE DATE ISSUED FOR 8/11/2022 STRUCTURAL UPDATES AC Space 8/19/2022 STRUCTURAL UPDATES First Floor AC 2,369 Mezzanine Floor AC 599 Second Floor AC 1,353 4,321 ft2 Non AC Space THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE AND ARE THE Balcony 435 PROPERTY OF J.PONTIERI,P.E.,D.P.C.ANY INFRINGEMENTS ON THIS COPYRIGHTED MATERIAL WILL BE PROSECUTED TO THE FULLEST EXTENT Basement Parking 757 OF THE LAW. PROJECT#: 2022.213.01 DRAWING TITLE Terrace 540 AF PROPOSED FLOOR PLANS DRAWN BY 1 ,732 ft2 8/2/2022 DATE DRAWING NUMBER 6,053 ft2 AS NOTED SCALE A-4 E F A B C D D i 1.5 OVERHANG _ VERHANG 15O � 1 V - - - - Z 9.rw...y- N w Z w ' 10 ' wLU _, � U3 > O 5'-4 1/2" .Y t , , OPENING IN ROOF { I a ! t ` ,A : v : - I . N 's i 1 1 _. .. � SKYLIGHTS A 1 E: : OPENING IN ROOF , L L L L L j r , Z 1 wf� LU LU , O 00{ G7 , �Y 1.5, OVERHANG 1.5 OVERHANG J.PONTIERI, P.E., D.P.C. ENGINEERING & CONSULTING 16 Commercial Blvd. OF NEVV Suite 1A Q'C� y Medford, NY 11763 C9 P`AN pOti O��' 631.320.x[040 telephone D I Office@jp-ce.com a°• III q B C D E F I�v N�OA Cwtf 097859 ROFESS01 Jim IT ISA VIOLATION OF SECTION 7209 OF ARTICLE 145OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER ANY CONSULTING ENGINEERS DOCUMENT THAT BEARS THE SEAL OF A PROFESSIONAL ENGINEER, UNLESS THE PERSON IS ACTING UNDER THE DIRECTION OF A Roof Truss LICENSED PROFESSIONAL ENGINEER CALLAHAN RESIDENCE PROPOSED STRUCTURAL DRAWINGS AREACALCULATIONS ISSUE DATE ISSUED FOR 8/11/2022 STRUCTURAL UPDATES AC Space 8/19/2022 STRUCTURAL UPDATES First Floor AC 2,369 Mezzanine Floor AC 599 Second Floor AC 1 ,353 4,321 ft2 Non AC Space THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE AND ARE THE Balcony 435 PROPERTY OF J.PONTIERI,P.E.,D.P.C.ANY INFRINGEMENTS ON THIS COPYRIGHTED MATERIAL WILL BE PROSECUTED TO THE FULLEST EXTENT Basement Parkin 757 OF THE LAW. Parking PROJECT#: 2022.213.01 DRAWING TITLE Terrace 540 AF PROPOSED FLOOR PLANS DRAWN BY 17732 ft2 8/2/2022 DATE DRAWING NUMBER 61053 ft2 AS NOTED SCALE Q_5 DOOR Full Elemen... A B C D01 D02 D10 D11 D12 D13 D15 D16 D17 D18 D21 D22 D23 i I VIEW D24 D25 D26 D27 DOOR SCHEDULE TAG DOOR DIMENSIONS TRANSOM ROOM LOCATION DETAILS FL. ID DOOR TYPE W HT Y/N SIZE ROOM NAME ROOM MANUFACTURER IMPACT JAMB NOTES NUMBER RATED TYPE Site Plan D01 Overhead 9' 8' 1 No F - Designer Doors D02 Overhead 9' 8' No - Designer Doors 1 st Floor 2'-6"x7'-11" 2'-6"x7'-11'1 2'-8'x 8' 21-8"x8' A 9' 8' Simple Swing Simple Swing A 9' 8' Family Room 108 A 9' 8' Terrace 110 C 6' 8' C 6' 8' Family Room 108 C 6' 8' Mud 101 D10 2'-8" 8'-6" Pantry 104 D11 2'-8" 8'-6" Pantry 104 D12 2'-8" 8'-6" Utility 103 D13 2'-8" 8'-6" Powder 102 2nd Floor B 9' 6'-8" Balcony 208 D15 2'-8" 8' Bed 1 202 D16 Simple Swing 2'-8" 8' No - Bath 1 203 Interior Wood D17 Simple Swing 2'-8" 8' No - Bath 1 203 Interior Wood D18 Simple Swing 2'-8" 8' No - Bed 2 204 Interior Wood D21 Bi-Part Swing 4' 8' No - Bed 2 204 Interior Wood D22 Bi-Part Swing 5' 8' No - Bed 2 204 Interior Wood D23 Simple Swing 2'-8" 8' No - Bed 3 205 Interior Wood D24 2'-8" 8' Sitting 109 D25 2'-8" 8' Sitting 109 Roof Truss C 6' 8' D26 Simple Swing 2'-8" 8' No - Interior Wood D27 Simple Swing 2'-8" 8' No - Interior Wood KAD Door Schedule J.PONTIERI, P.E., D.P.C. ENGINEERING & CONSULTING 16 Commercial Blvd. OF NEw Suite 1A Medford, NY 11763 CO � p�AN AOti 631.320.1040 telephone Office@jp-ce.com , I 'LU ' SOA 097859 �OFESSIONP ' YORK STATE EVIOLATDON OF SECTION 7209 OF UCATION CATION LAW FOR ANY PERSON TO ALTER ANYCLE 145 OF THE CONSULTING CONSULTING ENGINEERS DOCUMENT THAT BEARS THE SEAL OF A PROFESSIONAL ENGINEER, UNLESS THE PERSON IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER CALLAHAN RESIDENCE PROPOSED STRUCTURAL DRAWINGS ISSUE DATE ISSUED FOR 8/11/2022 STRUCTURAL UPDATES 8/19/2022 STRUCTURAL UPDATES THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF J.PONTIERI,P.E.,D.P.C.ANY INFRINGEMENTS ON THIS COPYRIGHTED MATERIAL WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. PROJECT#: 2022.213.01 DRAWING TITLE AF PROPOSED FLOOR PLANS DRAWN BY 8/2/2022 DATE DRAWING NUMBER AS NOTED SCALE A-6 WINDOW SCHEDULE TAG UNIT SIZE TRANSOM LOCATION DETAILS WINDOW TYPE HEAD ROOM IMPACT Note/Remarks FL ID W H Y/N SIZE HEIGHT ROOM NAME NUMBER MANUFACTURER GLAZING EGRESS 1 st Floor 1 3' 3' 8'-6" Powder 102 1 3' 3' 8'-6" Utility 103 J 12' 6' 8'-6" K9' 6' 8'-6" 2nd Floor F 9' 6' 8' G 6' 6-11" 8' G 6' 5'-11" 8' Bed 1 202 G 6' 5'-11" 8' Bed 2 204 G 6' 5'-11" 8' Bed 3 205 G 6' 5'-11" 8' Bed 4 206 H 3' 6' 6'-8" Balcony 208 H 3' 6' 8' Bath 1 203 Roof Truss H 3' 6' 6' Balcony 208 H 3' 6' 12'-4" KAD Window Schedule Window Types WINDOW T... F G H I J K ELEVATION LILJL Lj L---j I IL---JL---JL---JL---J DIMENSIONS 91X6' 6'X5'-11" 3'x6' 3'x3' 12'X6' 9'x6' J.PONTIERI, P.E., D.P.C. ENGINEERING & CONSULTING 16 Commercial Blvd. OF NE�r Suite 1AQ'�� ' O Medford, NY 11763 �'��o� P�N p04, 631.3201.1040 telephone Q Office@jp-ce.com (01000 410 097859 FESSIONP IT IS A VIOLATION OF SECTION 7209 OF ARTICLE 145 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER ANY CONSUILTING ENGINEERS DOCUMENT THAT BEARS THE SEAL OF A PROFESSIONAL ENGINEER, UNLESS THE PERSON IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER CALLAIHAN RESIDENCE PROPOSED STRUCTURAL DRAWINGS ISSUE DATE ISSUED FOR 8/11/2022 STRUCTURAL UPDATES 8/19/2022 STRUCTURAL UPDATES THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF J.PONTIERI,P.E.,D.P.C.ANY INFRINGEMENTS ON THIS COPYRIGHTED MATERIAL WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. PROJECT#: 2022.213.01 DRAWING TITLE AF PROPOSED FLOOR PLANS DRAWN BY 8/2/2022 DATE DRAWING NUMBER AS NOTED SCALE ��7 RAILING, TOP OF RAILING @+3'-0" F.F. 1.5' Lci OVERHANG 5 Roof Truss OVERHANG �— +20'-3/4" Mezzanine F.F. �— +19'-3i, �—? �6 3/4r F.F. 9 —I:(]] � I WOOD FRAMED ROOF TOP OF CONCRETE WALL @+3'-0,l a � 1st Floor F.F. nit \/V�WIRVINI'M Front Elevation \ 1 SCALE: 1/4" = 1'-0" A B C D E F I I I I 1 I I I I I I 1 I I �-_� ..-r r ; --_i- -! _._.._ -.. _ - - .�- _--.-.I_-� -� - =1 --r_..:_.y_....-.•...,L_.. - _- _��•_.-_. �.- - - ---. 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ENGINEERING CONSULTING R � �G7 _ LL FE� t�;N E O W PY16ComlmercialBv Suite 14 Medford, NY 11763 631.3201040 telephone � L_ X97859� '7-7I � 11 SSIRoof TrussSF20'_ /[" ITIA VIOLATION OF SECTION 7209 OF ARTICLE �.` ..1 r..4.Z 5 0L. ►E,. ,aTHE NEW W YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER ANY .� � CONSULTING ENGINEERS DOCUMENTTHATBEARS THE SEAL OF A PROFESSIONAL ENGINEER , UNLESSTHE PERSON ISACTING UNDERTHE DIRECTION OFA_7- LICENSED PROFESSIONAL ENGINEER - Mezzanine F.F. CALLAHAN RESIDENCE +193(4" PROPOSED STRUCTURAL DRAWINGS RAILING, ISSUE DATE ISSUED FOR 8/11/2022 STRUCTURAL UPDATESTOP OF RAILING @+3'-0” F.F. 8/19/2022 STRUCTURAL UPDATES 2nd Floor 6 WOOD FRAMED ROOF TOP OF CONCRETE WALL @+3,..0" THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF J.PONTI ERI,P.E.,D.P.C.ANY INFRINGEMENTS ON THIS COPYRIGHTED MATERIAL WILL BE PROSECUTED TO THE FULLEST EXTENT© © OF THE LAW. Ll — PROJECT#: 2022.213.01 DRAWING TITLE 1st Floor F.F. AF 011 DRAWN BY PROPOSED FLOOR PLANS DATE DRAWING NUMBER� I W,P101,1111 JOIN 1, 11,11111 1 111 1 11 11 11 1 111 8/2/2022 E -L 41 : Right Side Elevation AS NOTED SCALE A— i 0 I I i I 1.5' 1.5' OVERHANG I HO OVERHANG Roof Truss i'�— +20'-3/4' Mezzanine F.F. RAILING, TOP OF RAILING @+3'-0" F.F. © 0 H ! � r F.F. +96 3/4 TOP OF CONCRETE WALL RAILING, @+3'-0" TOP OF RAILING (P+3'-0" F.F. �A ❑A 1 17 ---- -• ---. .—. —. —. —. —. — — — __�_ -----• — • -- --- .�_ 1stFloorF.F. owl CO jCO @ v FD 072 001I [:] E:1 I I �11 °p i Garage Floor Plan J.PONTIERI P.E. D.P.C. ENGINEERING & CONSULTING Rear Elevation Suite r8lvd. OF NEW), 1 SCALE: 11/4" = V-0" .) PLAN pO O Medford, NY 11763 � 631.320.1040 telephone Office@jp-ce.com i W rr'000000978 58 AR�FESs10NP� IT ISA VIOLATION OF SECTION 7209 OF ARTICLE 145 OF THE NEW " YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER ANY CONSULTING ENGINEERS DOCUMENTTHAT BEARS THE SEAL OF A PROFESSIONAL ENGINEER, UNLESSTHE PERSON ISACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER CALLAHAN RESIDENCE PROPOSED STRUCTURAL DRAWINGS ISSUE DATE ISSUED FOR 8/11/2022 STRUCTURAL UPDATES 8/19/2022 STRUCTURAL UPDATES THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF J.PONTIERI,P.E.,D.P.C.ANY INFRINGEMENTS ON THIS COPYRIGHTED MATERIAL WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. PROJECT#: 2022.213.01 DRAWING TITLE AF PROPOSED FLOOR PLANS DRAWN BY 8/2/2022 DATE DRAWING NUMBER AS NOTED SCALE A-9 F E D C B A __� ! _ _ _ � 'I I _' =! i � 11_.--a _ � I i_ -1._� _ �--- - - � I i- - - I I ( I j I I I it �� i I I I II OPENING IN ROOF ....,-_-�= L�• I �_ _�f.- .��__.: � _. �-_.�rL-^-•_ ._l__.___�_ _..l_ _1.� '..�.��-_ _=1.��, �_�+ r..__,. I a.�l i-- -----.-_'_.�._�-_ ;�...__._ _ ...,.., 1_,..,.1.___�_...� I L � ,_�--__ T` J-1- 7- .._...L' ----..._7 I -=1��_� __:...... .--- . ,._-6.,......._._.._..._+.-i�-•---'1'---.- - ,..-�.T..._, -'d.�.,1_ 1 f , I f ' I—_ �- = f '--_ � . _.....-aA_-y,.......� .�. ! r 7_1_ r-1' , � -y,.-....1- I -�--�-�7-- i I , I I -� _+— f �- II ' i i i r �� ,_�_ �.._...m-i Y I�1._.. 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ENGINEERING & CONSULTING 16 Commercial Blvd. OF NEW Suite 1A Medforld, NY 11763 gpyAN p04, 631.320.1040 telephone Office@jp-ce.com a° LU N 43- _� �2 No SOA 097859 RCFESsloNP YORK STATE EDUCATION LAW FOR ANY PERIT Is A VIOLATION OF SECTION 7209 OF ISON TO ALTER ANY CLE 145 OF THE W CONSULTING ENGINEERS DOCUMENT THAT BEARS THE SEAL OF A PROFESSIONAL ENGINEER, UNLESS THE PERSON IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER CALLAHAN RESIDENCE PROPOSED STRUCTURAL DRAWINGS ISSUE DATE ISSUED FOR 8/11/2022 STRUCTURAL UPDATES 8/19/2022 STRUCTURAL UPDATES THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF J.PONTIERI,P.E.,D.P.C.ANY INFRINGEMENTS ON THIS COPYRIGHTED MATERIAL WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. PROJECT#: 2022.213.01 DRAWING TITLE AF PROPOSED FLOOR PLANS DRAWN BY 8/2/2022 DATE DRAWING NUMBER AS NOTED SCALE A-10 A B C D E F I I I I I I I i I I I I I I I I I i i I I I I I 9" x. OVERHANG t N Roof Truss Co / —.+20'-3%4" —. Mezzanine F.F. �' +19'-3/4" LID 00 � , (D — - �I I i 2nd Floor F.F. +9'-6 3/4" Op OF NCRE E WALL +3 'L LJ LJ '-0" � K 11 Lj I I r i – — — 44— — — ®_ 1st Floor F.F. D p p e p p D p D p —' —'—'—' —' —' — p„ V D p Garage Floor Plan LPONTIERt, P.E., D.P.C.Garage Floor Plan _ -10' ENGINEERING & CONSULTING \ Y 16 Commercial Blvd. OF NEW Suite 1A Medford, NY 11763 �� o� P` pov� O1.320.1040 Office@jp-ce.com W 0 097859 ARCFESSIOk, Section �® IT IS A VIOLATION OF SECTION 7209 OF ARTICLE 145 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER ANY CONSULTING ENGINEERS DOCUMENT THAT BEARS THE SEAL OF A PROFESSIONAL ENGINEER, SCALE: 'I/4" = 1'-0" UNLESS THE PERSON IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER CALLAHAN RESIDENCE PROPOSED STRUCTURAL DRAWINGS ISSUE DATE ISSUED FOR 8/11/2022 STRUCTURAL UPDATES 8/19/2022 STRUCTURAL UPDATES THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF J.PONTIERI,P.E.,D.P.C.ANY INFRINGEMENTS ON THIS COPYRIGHTED MATERIAL WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. PROJECT#: 2022.213.01 DRAWING TITLE AF PROPOSED FLOOR PLANS DRAWN BY 8/2/2022 DATE DRAWING NUMBER I. AS NOTIED SCALE A-11 III it �I I� i 1. 1 5 Roof Truss OVERHANG .;2-- , i 0-3/4 Mezzanine F.F. I I { 2nd Floor F.F. —• ---• -- ----- -- -- ---- -• -- -• � +9'-63141, TOP OF CONCRETE WALL @+3'-011 ill' .L �_ 1stFloorF.F. o 0 Section 1 SCALE: 1/4" = 1' J.PONTIERI, P.E., D.P.C. ENGINEERING & CONSULTING 16 Commercial Blvd. OF NEW Suite 1A P�� Y Medford,, NY 11763 C,o PLAN POti 631.320.1040 telephone Q Office@jp-ce.com t � LU SOA 097859 IT IS A VIOLATION OF SECTION 7209 OF ARTICLE 145 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER ANY CONSULTING ENGINEERS DOCUMENT THAT BEARS THE SEAL OF A PROFESSIONAL ENGINEER, UNLESSTHE PERSON ISACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER CALLAHAN RESIDENCE - PROPOSED STRUCTURAL DRAWINGS ISSUE DATE ISSUED FOR 8/11/2022 STRUCTURAL UPDATES 8/19/2022 STRUCTURAL UPDATES THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF J.PONTIERI,P.E.,D.P.C.ANY INFRINGEMENTS ON THIS COPYRIGHTED MATERIAL WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. PROJECT#: 2022.213.01 DRAWING TITLE AF PROPOSED FLOOR PLANS DRAWN BY 8/2/2022 DATE DRAWING NUMBER AS NOTED SCALE A-12 �11lL�- 4" R YT — AVERAGE ROOF HEIGHT = 2l'-4 3/4'" — -r- - -- - --4 -- --- --- ---- - -- I I I I I I I I I 1 I I 1 I I I I I I I I I I I I I I I I I I I I I I I ROOF TRUSS = 20'-e 3/4" MEZZANINE F:F = 19'-e 3/4'" 1 I I I — I I —) I I I I I I — 1 I I I I I I I I I 1 I I I I I I I ( I 1 I I I I I I I I I I I I I I I I I I ( ZI 1-112 1-112 1-112 HATH 1 2„j 4 21 1-112"1 5ATH 2 11-112" ��, m I I LAY I LAV I WC I ( I WC I LAV I LAV I of I I I A I I I Q i SHOWER I 71 - 3 R „ I I I I SHOWE SECOND FLOOR FF = 9'-6 3/4” 1 _ I I I1 L::� 4„ I I 4„ -------- --- ----- --------- `� 1 KITCHEN 1-112"� 2' POWDER t/2 1-1/2 UTILITY � i KITCHEN I I I I Q' SINK I I WC I LAV ( WM ! GAS V/B DW 4„ I ( 2•, GAS RANGE2„ ( 172 DRYER FIRST FLOOF: FF = e' -0" I i L 4' 4„ 4„ I OUT TO SEPTIC ` 4" I SYSTEM I OUT TO PROPANE L_ — — TANKLE65 GAS TANK 1 HW FURNACE 1 HEATER GARAGE FF = e'-e" PLUM51NG R15ER DIAL-CRAM NOT TO SCALE 8"-11 5/16" 8'-11 sh ro" 8/16" 8/16" 5/16" 11 do lo do e B'-'I 1'" B'-11" 5"-11'" �✓'-11'" 8'-11"" N (V (V N 1 NEACTVE I IV AC\TIVE Aq- V STAT STAT STAT IV AGTSTAT STAT 'YVE I /TIV STAT STAT IAC\Y Ay�IVE AC\ J.PONTIERI, P.E., D.P.C.ENGINEERING & CONSULTIN �G Y r d I A FRAME SIZE107-8/16"'X95-1/2"' O FRAME SIZE' 101-5/16"X98-1/2" O FRAME SIZE: 101-8/16"X95-112" O FRAME SIZE: 101-B/16"X98-1/2" BO FRAME SIZE: 101-5/16"'X95-112" O FRAME SIZE: 108-18/16"X82" O FRAME SIZE 11"X98-112" O FRAME SIZE: 11"X95-1/2" O FRAME SIZE: 11"X95-1/2" RO 108-5/16"X96'" RO 108-5116X96 RO.- 1e8-5116"X96" RO: 108-5/16"X96" RO- lea-5111e8-5/16"X96" 9 "X9 " RO: 1e -5116"X82-112'" RO: 12"X96" RIO-' 12"X96" RO-- 12"X96" 16 Commercial Blvd. REAR FRONT FIREPLACE FIREPLACE FIREPLACE FIREPLACE PANTRY, PANTRY,MARVIN ELEVATE INSWING STAIRS, MARVIN ELEVATE INSWING Suite 1A '(�OF NEy�Y MARVIN ELEVATE INSWING MARVIN ELEVATE INSWING LEFT MARVIN ELEVATE INSWING RIGHT MARVIN ELEVATE INSWING LEFT RIGHT MARVIN ELEVATE INSWING SIDE FIXED MARVIN ELEVATE INSWING REAR HALLMARVIN ELEVATE INSWING REAR FRENCH DOOR KITCH. FRENCH DOOR P,LAN PW 0 FRENCH DOOR FRENCH DOOR FRENCH DOOR FRENCH DOOR FRENCH DOOR RIGHT FRENCH DOOR FRENCH DOOR HALL EBONY EXTERIOR ISLAND EBONY EXTERIOR Medford, NY 11763 O� tiT� EBONY EXTERIOR EBONY EXTERIOR EBONY EXTERIOR EBONY EXTERIOR EBONY EXTERIOR EBONY EXTERIOR EBONY EXTERIOR 631.3201.1040 telephone Q PAINTED INTERIOR - PAINTED INTERIOR - PAINTED INTERIOR - PAINTED INTERIOR - PAINTED INTERIOR - PAINTED INTERIOR - PAINTED INTERIOR - PAINTED INTERIOR - PAINTED INTERIOR - DESIGNER BLACK PINE DESIGNER BLACK PINE DESIGNER BLACK PINE DESIGNER BLACK PINE DESIGNER BLACK PINE DESIGNER BLACK PINE DESIGNER BLACK PINE DESIGNER BLACK PINE DESIGNER BLACK PINE Office@jp-ce.com ; z� LU TEMPERED LOW E2 GLAZING TEMPERED LOW E2 GLAZING TEMPERED LOW E2 GLAZING TEMPERED LOW E2 GLAZING TEMPERED LOW E2 GLAZING TEMPERED LOW E2 GLAZING TEMPERED LOW E2 GLAZING TEMPERED LOW E2 GLAZING TEMPERED LOW E2 GLAZING QTY: 1 EACH QTY: 2 EACH QTY: 1 EACH QTY: 1 EACH QTY: i EACH QTY.' 1 EACH QTY: 2 EACH QTY 2 EACH QTY 2 EACH 6'-0 2'-10" 11 r0o I 1 4100 097859 \, ROFES SI ONP IT IS A VIOLATION OF SECTION 7209 OF ARTICLE 1450F THE NEW 'Y YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER ANY CONSULTING ENGINEERS DOCUMENT THAT BEARS THE SEAL OF A PROFESSIONAL ENGINEER, UNLESS THE PERSON IS ACTING UNDER THE DIRECTION OF A - -- -- - -- LICENSED PROFESSIONAL ENGINEER CALLAIHAN RESIDENCE Go / o PROPOSED STRUCTURAL DRAWINGS ISSUE DATE ISSUED FOR AC7I�E I AIV ACTIVE I AIV 8/11/2022 STRUCTURAL UPDATES 8/19/2022 STRUCTURAL UPDATES i FRAME SIZE: 11"X95-1/2" FRAME SIZE: 11"X95-1/2" FRAME SIZE 108X11-118 FRAME SIZE: 12"X11-118" FRAME SIZE 12X11-118 FRAME SIZE: 12X11-1/8" FRAME SIZE: 12"X11-1/8" FRAME SIZE: 36"X11-118" FRAME SIZE: 36"X11-1/8" FRAME SIZE: 34"X34" O ROS 12"X'36" O RO.- 12"X96'" O RO: 109"X11-B/8" O RO.- 13"X11-5/8"" O RO.. 13"X11-5/8" O RO 13X11-5/8 O RO.. 13"X11-B/8'" O RO 31X11-B/8" O RO: 31"X11-5/8" O R0= 35X34-1/2" MEZZ. MARVIN ELEVATE INSWING MUD- MARVIN ELEVATE INSWING MARVIN ELEVATE CASEMENT MASTER MARVIN ELEVATE CASEMENT FIXED MARVIN ELEVATE CASEMENT BUNK, MARVIN ELEVATE CASEMENT MASTER MARVIN ELEVATE CASEMENT FIRE MARVIN ELEVATE CASEMENT FIRE MARVIN ELEVATE CASEMENT BATH MARVIN ELEVATE AWNING FRENCH DOOR ROOM FRENCH DOOR STATIONARY BED, EBONY EXTERIOR STAIRS STATIONARY BACK EBONY EXTERIOR BED EBONY EXTERIOR PLACE STATIONARY PLACE EBONY EXTERIOR ROOM EBONY EXTERIOR EBONY EXTERIOR EBONY EXTERIOR EBONY EXTERIOR BED PAINTED INTERIOR - EBONY EXTERIOR BED, PAINTED INTERIOR - (2), PAINTED INTERIOR - TOWER EBONY EXTERIOR TOWER PAINTED INTERIOR - PAINTED INTERIOR - PAINTED INTERIOR - PAINTED INTERIOR - PAINTED INTERIOR - FRONT DESIGNER BLACK PINE PAINTED INTERIOR - BEDRM DESIGNER BLACK PINE BUNK DESIGNER BLACK PINE PAINTED INTERIOR - DESIGNER BLACK PINE DESIGNER BLACK PINE DESIGNER BLACK PINE DESIGNER BLACK PINE DESIGNER BLACK PINE TEMPERED LOW E2 GLAZING DESIGNER BLACK PINE TEMPERED LOW E2 GLAZING ROOM TEMPERED LOW E2 GLAZING DESIGNER BLACK PINE TEMPERED LOW E2 GLAZING LOW E2 GLAZING TEMPERED LOW E2 GLAZING TEMPERED LOW E2 GLAZING TEMPERED LOW E2 GLAZING QTY 2 EACH TEMPERED LOW E2 GLAZING QTY 3 EACH QTY: 2 EACH TEMPERED LOW E2 GLAZING QTY: 1 EACH QTY: 1 EACH QTY: 1 EACH QTY: 1 EACH QTY: 3 EACH WINDOW OPERATING QTY: 1 EACH WINDOW OPERATING WINDOW OPERATING QTY 3 EACH WINDOW OPERATING WINDOW SCHEDULE CONTROL DEVICE A BOTH CONTROL DEVICE A BOTH CONTROL DEVICE A BOTH CONTROL DEVICE SASH SASH SASH EGRESS WINDOW 1. ALL ELEVATIONS ARE VIEWED FROM THE EXTERIOR EGRESS WINDOW EGRESS WINDOW EGRESS WINDOW THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF J.PONTIERI,P.E.,D.P.C.ANY INFRINGEMENTS ON THIS 2. BASIS OF DESIGN IS MARVIN ESSENTIAL WINDOWS D DOORS 3. WINDOW AND DOOR EXTERIORS TO BE PRE-FINISHED IN "EBONY'" COPYRIGHTED MATERIAL WILL BE PROSECUTED TO THE FULLEST EXTENT 4. DOOR INTERIORS TO BE PAINTED IN "DESIGNER BLACK PINE INTERIOR" OF THE LAW. 5. WINDOW INTERIORS TO BE PAINTED IN "WHITE" PROJECT#;: 2022.213.01 DRAWING TITLE 6. GLAZING TO BE IN5UL4TED LOW-E TYPICAL' PROVIDE TEMPERED GLAZING WHERE NOTED ABOVE AND WHERE REQUIRED BY CODE AF DRAWN BY PROPOSED FLOOR PLANS 1. WHERE GRILLES ARE SHOWN, PROVIDE 118" SDL WITH BLACK SPACER BAR 8. DOORS TO BE PROVIDED WITH BRONZE ULTREX SILL AND BLACK WEATHERSTRIPPING 2/2022 9. DOOR HARDWARE AS SELECTED BY OWNER 8/ATE TE DRAWING NUMBER 1e. WINDOW HARDWARE AS SELECTED BY OWNER; MATCH INTERIOR COLOR OF OPENING 11. ALL WINDOWS AND DOORS TO BE PROYIDED WITH SCREENS 12. ALL WINDOWS AND DOORS TO BE PROVIDED WITH 6-Sh6" EXTENSION JAMBS C NOTEED 13. OPERATING WINDOWS TO BE PROVIDED WITH WINDOW OPENING CONTROL DEVICES TYP. SCALE A-13 ISOLATED FOOTING SCHEDULE FOUNDATION LEGEND PLAN SIZE BOTTOM REINF. r N-S E-W N-S E-W MARK THICKNESS REMARKS I INDICATES AREA OF 12" F-4.0 4'-0" 4'-0" T-0" (5)-#5 (5)-#5THICK CONCRETE FOOTING ALL FOOTING REINFORCEMENT TO HAVE 3"CLR. (TYP.) - INDICATES CONCRETE MASONRY NOTES: FOUNDATION WALL. 1. REFER TO FOUNDATION NOTES IN USING THIS SCHEDULE ® - INDICATES FOUNDATION WALL SHELF, SEE DETAILS, S-200 30"w X 12"D CONCRETE FOOTING I I I I I I � J � II F-4.0 I IF-4.0 I Q I I I I I I l l I xx13 I � Iz zI I I NOTE: 1. REFER TO ARCHITECTURAL PLANS FOR ALL 0 0 I I I I ELEVATIONS AND DIMENSIONS r U- I I I 4" CONCRETE SLAB ON OW I X W I X W GRADE REINF.w/6X6, X W ►- 6 CONCRETE SLAB ON o UJI I GRADE REINF.w/#5 I 13 W W1.4xW1.4 W.W.F. W C:) ``' z I BARS @ 12"O.C. �? m U co U z zl J.PONTIERI, P.E., D.P.C. 00 Iz ENGINEERING & CONSULTING I I I _ F4.0 I I I l o0 I LL 16 Commercial Blvd. OF NE(gr Y O F-4.0 I I ( ( 3 U,0 Suite 1[A �Q' PLAN PO 'Q I o Medford, NY 11763 moo`' tiT� z 631.320.1040 telephone IIQ I O Off ice&jp-ce.com 017858 ��C9 I I I roo RoFESS\ NP� o II IMIT ISAVIOLATION OF SECTION 7209 OFARTICLE 145OFTHE NEW YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER ANY I I I I CONSULTING ENGINEERS DOCUMENT THAT BEARS THE SEAL OF A PROFESSIONAL ENGIN EER, UNLESS THE PERSON IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER ICALLAHAN RESIDENCE�� X�: I i ,tl I I I I P I , I ROPOSED STRUCTURAL DRAWINGS X, ISI I I _ ISSUE DATE ISSUED FOR 8/11/2022 STRUCTURAL UPDATES , 8/19/2022 STRUCTURAL UPDATES 30"w X 12" D CONCRETE FOOTING THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF J.PONTIERI,P.E.,D.P.C.ANY INFRINGEMENTS ON THIS COPYRIGHTED MATERIAL WILL OS UT D TO THE FULLEST EXTENT OFTHE LAW. PROJECT#: 2022.213.01 I TI AF DAD�N T�N,1°I°� r DRAWN!BY 13UILDING DEPT 8/2/202 70M OE 0 1 FOUNDAI lON PLAN DATE DRAWING NUMBER S-100 S('ALE: 1/4"=1'-0" AS NOTED SCALES - 100 777 Y:\2022 Projects\213-Toldo, Jared\01 -Callahan Residence, Central Ave\DESIGN\ST\CAD\planset\01. -JPCE- Callahan Residence-Foundation Plan.dwg NOTE: METAL DECK TO BE TEMPORARILY BEAM LEGEND SHORED AT EACH 13 SPAN DURING CONSTRUCTION. BEAM SIZE SHEAR REACTION (KIPS) COLUMN BELOW — MOMENT CONNECTION W10x15 ? 4° , Y Ac� COLUMN CONTINUOUS SHEAR PLATE CONNECTION ABOVE & BELOW SHEAR REACTION (KIPS) BEAM OVER COLUMN COLUMN OVER TOP A (�`� D STRUCTURAL LEGEND i INDICATES STEEL BEAM, SEE PLAN FOR SIZE g INDICATES WOOD BEAM, SEE PLAN FOR SIZE s O - INDICATES STEEL COLUMN, HSS 5x5xY2 U.O.N. 9 � E�' O �� i � U O ® r � INDICATES WOOD COLUMN, 6x6 U.O.N. � : - ► � INDICATES COLUMN BELOW INDICATES COLUMN ABOVE co INDICATES COLUMN ABOVE& BELOW N_ ' INDICATES MOMENT CONNECTION ij --n �� 2x12 R.R. Y SA r ,✓ � @ 16"O.C. INDICATES JOIST SIZE, SPACING AND DIRECTION. 15k W1 2x35 41 E 19k ® - INDICATES 2x6 WOOD BEARING WALL. Be seg�--:mtcarki "I — , I INDICATES WOOD SHEAR WALL. SEE SCHEDULE. CID 1m J LE U �y mowO_ a r i' > U ; �E F� mph Q m 4 LPOINTIERI, P.E., D.P.C. —f J LO w LO ENGIINEERING & CONSULTING C NJ 16 Commercial Blvd. OF NEw Suite 1.A ��P�� pA AN p,, YOQ'� 12k W12x30 16 12k F Medford, NY 11763 $ ` 631.320.1040 telephone �f O Ice -ce.com LU @p 9785 AROFESS%Ok1 co .I IT IS A VIOLATION OF SECTION 7209 OF ARTICLE 145OFTHENEW X YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER ANY IN - I CONSULTING ENGINEERS DOCUMENT THAT BEARS THE SEAL OF A PROFESSIONAL ENGINEER, UNLESS THE PERSON IS ACTING UNDER THE DIRECTION OF A 'I LICENSED PROFESSIONAL ENGINEER { CALLAHAN RESIDENCE �E I PROPOSED STRUCTURAL DRAWINGS .. U ISSUE DATE ISSUED FOR O 11 I ® 8/11/2022 STRUCTURAL UPDATES t i 8/19/2022 STRUCTURAL UPDATES / THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE AND ARE THE ERI,P.E.,D.P.C.ANY INFRINGEMENTS ON THIS n I OC D ( E F C PYRI HTOEDJMATERIAL WILL BE PROSECUTED TO THE FULLEST EXTENT 1 ` OF THE LAW. PROJECT#: 2022.213.01 DRAWING TITLE AF FIRST FLOOR FRAMING PLAN DRAWN BY 8/2/2022 1 FIRST FLOOR FRAMING PLAN DATE DRAWING NUMBER S-101 SCALE: 1/4"=1'-0" AS NOTED SCALE S - 101 Y:\2022 Projects\213-Toldo, Jared\01 -Callahan Residence, Central Ave\DESIGN\ST\CAD\planset\02. -JPCE- Callahan Residence-First Floor Structural Plan.dwg .. BEAM LEGEND BEAM SIZE SHEAR REACTION (KIPS) COLUMN BELOW MOMENT CONNECTION W10x15 ? SHEAR PLATE COLUMN CONTINUOUS CONNECTION ABOVE & BELOW SHEAR REACTION (KIPS) BEAM OVER COLUMN COLUMN OVER TOP I(F) STRUCTURAL LEGEND I I - INDICATES STEEL BEAM, SEE PLAN FOR SIZE } I I t - INDICATES WOOD BEAM, SEE PLAN FOR SIZE � � 1 . I O - INDICATES STEEL COLUMN, SS 5x5xy2 U.O.N. --'-1k 2)--1--3/4x-1'1-7/8LVL---1k--- :_.2k. � 3/4-x11-7/8L-VL .. ., ..-.2k k�.;.i W12x26 �;, k_� .,.�� 1k ''(�4-3/4'�c117/8LVL��`.® � 1k 4-x-177/8L-V 1k. ,n 2 1-3/ p ®- I�7 _' ..® ,...x.1.0 -' a .0.::,.. s ._ . ..a_ . .�. . ®.. El INDICATES WOOD COLUMN, 6x6 U.O.N. LID .. co a' t .'- p p - INDICATES COLUMN BELOW J i X cO I J ,. 3 r I J, N >1 �� J` b - INDICATES COLUMN ABOVE CO 2x12 F.J. CO i n 2k \ �3) 1 11 7/8 LVL 2k ti X l ++ .� ® .3/4x 16 O.C. @ b - INDICATES COLUMN ABOVE& BELOW x X X —M M. N Y Cl) M` _ li I INDICATES MOMENT CONNECTION NI N I N I Dii.`)Ilna__. M i 107 �'°"' I�L I,;� .._. � 2X12��R.R• 16 O.C. M T 'CI"2C _ j (2� 1 3/4 Ll 1 7 Y 4k r11314 11 7/8 LVL 3k / @ - INDICATES JOIST SIZE, SPACING AND DIRECTION. 110 w J � . �.. _ 2x12 F.J. 2x12 F.J. t _ INDICATES 2x6 WOOD BEARING WALL. @ 16" O.C. / @ 16"O.C. Cf) Family F-,00m- 108 � FI INDICATES WOOD SHEAR WALL. SEE SCHEDULE. eJ J CO CO CO 00 o I 2x12 F.J. 2x12 F.J. 2x12 F.J. R ti @ :x;,. N 16 O.C. K:`Y,' ':tr N ,.:..,. 16"O.C. � / @ 16"O.C. xf M . R . R 4 : M S . ' J.PONTIERI P.E. D.P.C. i .M :•a>; CCV '"-�-"�' N .p 1 ENGINEERING & CONSULTING . ; 16 Crnmmercial Blvd. OF NEW i `r �' Suite 1A �P LAN P 'Q 33 ` x ' ;n ( -.-. 4 F. � '2x12 R.R. Medford, NY 11763 P otiT/ r t CIO ` N 2 1 3/4 Ll 1 7/ VL ,0 (" y`tl _"� I E 631.320.1040 telephone k t /---@ 16 O.C. s.":: p 1..: 6k 1 x 1T7�j 3 � r`.r i �+ Office -ce.com t. ! I 1 W12x26 -2k 4k _Ile / i J! @P a Y f �- —i Dd ! _T rl- Powder � � i f4 \._ - '..-----'` I 4�itche �._ Y J 102 i >.- / .a ��A X97859 > 105 OFESSON _ _ I -Fde { `'� IT IS A VIOLATION OF SECTION 7209 OF ARTICLE 145 OF THE NEW N A � �'oo � � YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER ANY ' 1 ( i � , 2x12 F.J. x � /_ CONSULTING ENGINEERS DOCUMENTTHAT BEARSTHESEAL OF A PROFESSIONAL ENGINEER, r+vey-ec>` i a O.C. \ THE DIRECTION OF A ''``� I � 2x11 F.J. �° !16" V � I`' UNLESS THE PERSONISACTINGUNDER , ELICENSED PROFESSIONAL ENGINEER I �m � ( ,I 103 M I ENCE 1 PROPOSED STRUCTRESIDURAL DRAWINGS I d fi i E i M LO / ., ! Ch I i'': r : ^'` ,..• v' _' ISSUE DATE ISSUED FOR 1 k 2 1 3/4 x 11 7/8 LVL 1 k '1 k 2 1 3/4 x 11 7/8 LVL 1 k �1k— ->�----�-W12x22- ==1.j•r�- -—1 - -k' ` � IC^, 2 13/4 x 1�7/8-IYUL 1 k . 1 k 2 1 3/4.x. .1! 7/8 LVL 1 k.�'°4 -.n ink 7 _ •• ;,,, ...., !!�;<., 8/11/2022 STRUCTURAL UPDATES 8/19/2022 STRUCTURAL UPDATES I 4 9 ! THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF J.PONTIERI,P.E.,D.P.C.ANY INFRINGEMENTS ON THIS 1 p (E) OF COPYRIGHTED MATERIAL WILL BE PROSECUTED TO THE FULLEST EXTENT CG OF THE LAW. PROJECT#: 2022.213.01 DRAWING TITLE AF SECOND FLOOR FRAMING PLAN DRAWN BY 8/2/21022 1 E"ECOND FLOOR FRAMING PLAN DATE DRAWING NUMBER S-102 �;CALE: 1/4"=1'-0" AS NOTED S - 102 SCALE Y:\2022 Projects\213-Toldo, Jared`,01 -Callahan Residence, Central Ave\DESIGN\ST\CAD\planset\03. -JPCE- Callahan Residence-Second Floor Structural Plan.dwg BEAM LEGEND BEAM SIZE SHEAR REACTION (KIPS) COLUMN BELOW MOMENT CONNECTION b W10x15 ? COLUMN CONTINUOUS SHEAR PLATE ABOVE &BELOW CONNECTION BEAM OVER COLUMN SHEAR REACTION (KIPS) COLUMN OVER TOP E F STRUCTURAL LEGEND (BD INDICATES STEEL BEAM, SEE PLAN FOR SIZE c INDICATES WOOD BEAM, SEE PLAN FOR SIZE i ! O - INDICATES STEEL COLUMN, HSS 5x5xYz U.O.N. 3k .1._, , 4k _ 3 ,3 3/4:.x...11.7/8 LVL .. 4k , ., 4k.... . _ - 3 1 3/4 x 14 LVL 4 = " - s,.' ��(2LVL , �� - (�f,^,.,... � - INDICATES WOOD COLUMN, x6 U.O.N. 4k .. 4k 3) 1 3/4 x 14 LVL 4k µ 4k �3 1 3/4 x 14 LVL ,.,� -...r.�14 LVA.P.......�..J[� ...!!+® .' ".�"s.r.....a .. �l: . ..0 i---- ______._ Bed 1_ d _ x` /'` --� — �` �, ZQ ^p �� J"; 2� I j:k p INDICATES COLUMN BELOW 1 } i TN `r/a �; T203 l 01, { zt ! I N fit' f' "' I > 2x12 F.J. a - INDICATES COLUMN ABOVE&BELOW -�, f 2x1 F.J. i \\ f I INDICATES MOMENT CONNECTION i /44" / i i .j 2x12 R.R. I O7 \ f r> 16" O.C. \ "c `\ I- `_ - @ - INDICATES JOIST SIZE, SPACING AND DIRECTION. > - ® INDICATES 2x6 WOOD BEARING WALL. \ f'.: CO BI[_ , ;r F, k (21114. 1 7/8 LVL 1k 2�I4,ZMI7/8 LV "� � ' �� - INDICATES WOOD SHEAR WALL. SEE SCHEDULE. i ..�_ gy pt. - 1 E Iwo.,-- 1a ji .:.. .:�; . Y ._ 42x12 F.J. 1 C, 16"O.C. - I LPONTIERI, P.E., D.P.C. ENGINEERING & CONSULTING { et f 1.fryy'., try.x :Wim• I ._ ._.- .•:vi N x 7L x�1 ' OF Eh{r w ( 16, Commercial Blvd. 4 Sulfite 1A C.1).�P PLAN PO F.._ � N_ Medford, NY 11763 �o 6. 1.320.1040 telephone Cry® ...•�-_ z ` O ice ce.com J'�f @Jp- ul 205 10 097859 4 � � p 1*� LSSI OIA _Beck 4 � 5 s, f � � !�'� i `3t'�(' ,6.' "� �r�� f /.,n. I F: { IT ISA VIOLATION OF SECTION 72090E ARTICLE 1450E THE NEW f ! ( x ( c..�.1 i) stl �' �� -. T 2X1 2 F.J. I > .d ;: YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER ANY X' r i 2x12;F.J. �K - - _ . ii �y C. ,.` @ „ I f �� ' } 16 O.C. - — — DOCUMENT THAT BEARS THE SEAL OFAPROFESSIONALENGINEER, @ 16�O. r S� � � CONSULTING ENGINEERS UNLESS THE PERSON IS ACTING UNDER THE DIRECTION OFA ' —1 } " LICENSED PROFESSIONAL ENGINEER x I CALLAHAN RESIDENCE PROPOSED STRUCTURAL DRAWINGS i£ � r'`� I � � � �� , f` , •, i �_ ,,�� p r "•� ISSUED FOR LLI4 ISSUE DATE R F,. L— I 1'x3/4 x:a 1 7!8 LPV kk•,._ - '+'' 8/11/2022 STRUCTURAL UPDATES :.13/4x13¢7/8 LVL < k n . .i.m. -..�..��.....�-.--..��. 4k 3 1 3/4�x 11 718 LVL 4k u. --,4k—, ---43)-1-3/4. x 14 LVL_---4k 4k .R��3 3/4®14"f1V�=� 4�, , ®. �� _ 0 ,. k p 8/19/2022 STRUCTURAL UPDATES i i THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF J.PONTIERI,P.E-,D.P.C.ANY INFRINGEMENTS ON THIS COPYRIGHTED MATERIAL WILL BE PROSECUTED TO THE FULLEST EXTENT F OF THE LAW. G r PROJECT#: 2022.213.01 DRAWING TITLE AF MEZZANINE FRAMING PLAN DRAWN BY &/2/022 DATE DRAWING NUMBER _ NOTED ANINE FRAMING PLAN SCALE S - 103 /4"=1'-0" __. ahan Residence, Central Ave\DESIGN\ST\CAD\planset\04. -JPCE- Callahan Residence-Mezzanine Structural Plan.dwg ... ,. . BEAM LEGEND BEAM SIZE SHEAR REACTION (KIPS) COLUMN BELOW MOMENT CONNECTION W10x15 _ ? q COLUMN CONTINUOUS SHEAR PLATE ABOVE & BELOW CONNECTION BEAM OVER COLUMN SHEAR REACTION (KIPS) COLUMN OVER TOP STRUCTURAL LEGEND i INDICATES STEEL BEAM, SEE PLAN FOR SIZE 1 - INDICATES WOOD BEAM, SEE PLAN FOR SIZE - --` - -` -- Q - INDICATES STEEL COLUMN, HSS 5X5 U.O.N. n3/ LV _. r, u, : '. r,ti 1 `y, ., ' h.rh • . ...JILL./44143L ,_ N. .,... ,�..� x r; , y `<k'f; xr. y ~M . x f: : �' ..�„o-,v, ,.a..: z>�`'«u. „�< «,:.: ... ,1. ' , I - INDICATES WOOD COLUMN, 6x6 U.O.N. .._ A i INDICATES COLUMN BELOW 0 0 0 0 0 0 E 0 F- 0 I- 0 E- 0 1 Gr °O F- } - INDICATES COLUMN ABOVE t F- J- O I" O F- 0 ` C?, O I O F- o O O O r k 0 O O = O 2 W .� W _ W _ W _ � _ � _ � _ � _i -I� fYi_ c9 1 (9-�- _��. 1 ( -,. 1 w � 1 C9 1 C 1 c9 1 c9 1 c9 1 (9 �, 0 �.,�Cn _ _ x _ � � w w w _w w w w i 1,.w'� ww ww wuJ ww uJ w w w w w 'I — W� �__ i- W I- W P F- _17w F- _17W f- = F- = 1- _ _ F- _ g _ O = i ce ? O w w w O w O w U_ u_I 611 u_ a INDICATES COLUMN ABOVE& BELOW J J = J = J s?" ! �- J J �- J Q �- Q Q r Q ::x �. � .t1L', .�.c� SCJ., ' .a sn�� rw_m : ��a � Q �- Q � a{ � a ,5 ,, a a a OPENING IN 4 ,OO; i , wF- wF- wF-, w �- f, wF- wI- wH wI- wI- wF- w � wI- Nm X � h �$a a a � a. I— a ;,Q { a F- a a a a a a <1 r INDICATES MOMENT CONNECTION �. Q J Q Js Q J a J Q J Q J a J Q J Q J Q J X@ i w { LLQ U_ w w`' W LL W W W W W W W W' N N J Q J �_ a J 1 1 of 1 W Y 1 W Y I W 1 WY I;,WY WY, 1 WY ` i � Y 1 WY 1 WY Y JU JU JU, JU JU JU JU JU JU JU JUJU, +* 5 ''' JU 1 > > > > »'1 > > . � J � ? m > m � m ; ? m Jm r Jam; 2x12�R.R. S J m J m—_ J m J m k.," m ^ "Co Z / @ 16 O.C. "00Z "CoZ "CoZ NCoz �' ^4mZ "Mz �z "Coz r+�Z �+�Z ""°z � "Co""°z+ M � � I � / - INDICATES JOIST SIZE, SPACING AND DIRECTION. LL LI— LL d.. t r t� r LL LL LL LL Y f : X x y - X F- X x. ;. XF- XI-- XI— I� XH XI- XF' X �- X ~ XI"' U ~ ',. 'rNv 0 rNv Q mIv 0 rNv ':, r71v oNv rNv C Nc rNv ceAv a11�+' clic -s - �I z ® INDICATES 2x6 WOOD BEARING WALL. ^Z ^Z ^z z i Z Z Z Z Z Z Z {; i �`'ci a M a I M a va 1 �a f t �a 1 �a 1 �Q 1 �a 1 Cl) a 1 Cl) 1 �a 11 �a� n I M INDICATES WOOD SHEAR WALL. SEE SCHEDULE. A - S zaniine I 1 1 1 Lk,_.. 0 13/4 x14.LVL 5k A i /"6k ; \ �J4 14 VL `I J.PONTIERI P.E. D.P.C. F� l� � g: S!�<1°Ll�l-ITS , , �- - ENGIINEERING & CONSULTING Ar\1 2 , I 16 Commercial Blvd. OF NELV 10 10 10 10 10 1 � � i1 �'� YO O � 1O OF 101- ,, 10 � O �- OE- oI- OF- 0F_: oI— o �'' Oi_ u !_ Medford, NY 11763 W _ x;?, W _ W _ W _ W _ W _ W _ rY _ 'IW _I ` ! Suite JA _jj pLAN pO C? U U` C7 U' U' C9 C9 U C9 C9 U' ... `.,. '� § t Wf O {" w - w - W - 11J - W - W - w - w - W - w - w - w `" I � w Pw � w � w � w � w Pw PW � w Pw � wF-I= 631.3:20.1040 telephone 61 _ & O � � LL >s � � � O � 61U_ I 61u_ & u_ & u_ IS LL{ fi: - C)I 'E I I 1ROOF-- _ - - J - J - J - J - J = J - J c _I = J I ---- --I_ u. J Office@jp-ce.com .. � Q Q --a � a � a `` � a � a � a E � Q � Q � a � a �ia LU � = IY _.1 d _ ;:Z rY _ � 1 i � = d _ IY _ d _ IY _ d _ d _ �1 � 1 �1 1 1 � 1 � 1 � 1 � r w W Wi W W W I W V W W W W W W �++ OA X97859 1 I- a 1 a 1 I- a 1 F- a 1 I- a 1 I- a le E- a; F- u_ U_ U_ U_ I_ a W I- w I- w I-` w I- w I- w w F- w H w E- = w w I- w I- 1 a; 1 a 1 F- a W u_ u_ u_ u_ u_ u_ u_ 1 W u_ w u_ u_! F` wWvl�' u_ W W" W ., u- W a QW aW aJ aJ aJ aJ ' Q J a a .• a a a a a � Y iQL' Y aJ � Y aJ J J W rY W � W W W fY W W. WYs WY W WY WY WY WY WY WY WY. p. Y ROFESSIONP JU JU JU: JU :' JU W JU JU JU JU JU JU JU J J � .�� J W J J J g� I J m m J �] J m J m J m J m J m ,.,m� �, ';tet-..,,;.,,.4.. „ate .s,CV• +;.,:F»f:�...-tom:, '�'�' �' w'm�.�' ,m� -«r» m'�` ^*'r' �^ �- 'J m "� IT IS A VIOLATION OF SECTION 7209 OF ARTICLE 145OF THE NEW C0 ¥f . Nap z Nap Z Neo Zi Na0 Z �;,y Nap Z Nap Z Nco Z NCO Z NcO z NCo z NCp z Nap z. "'� "�• ._.:. 0. .,, 7' - =Nab Z ff YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER ANY € C+ W W e- W r W' Q' W W O O eh O O O O C' S�1 W CONSULTING ENGINEERS DOCUMENT THAT BEARS THE SEAL OF A PROFESSIONAL ENGINEER, r 0 0 0 0 p UNLESS THE PERSON IS ACTING UNDER THE DIRECTION OFA 0 0 Di I xj LICENSED PROFESSIONAL ENGINEER X F- '�( F- X h X F- ' X f--- X x I- X X X F- X F- X f--P rNv rliv rNv (Nxv C, c Nv rNv rNv c+Nv Cola rNv thly rNc �Nd 0 o n .� 1 0 1 0 1 ,- � I r � 1 � � 1 � � 1 � � 1 � � 1 � .��z T Z 1 Z. rZ �\Z k: C Z { ��Z i1 z ��Z �1 Z �1 Z i1 Z Z: i M a Cl) a M a M a ( M a i �, a M a �, a M a M a M a f M a{ M a ALLAHAN RESIDENCE �- 5 e i -- PROPOSED STRUCTURAL DRAWINGS J q 1 e. 1 �~ 1Cf) 1 II 1 �_ ISSUE DATE ISSUED FOR •. - 8/11/20,22 STRUCTURAL UPDATES ' 1 3i4x14.. .V 3 .,1-3/4 4 VL-- rr :� i>, � �,x. ' � � � %�` >,�. :` 'x 3 1 3/4 1 V i -,�, ., <. ...;.,...u�.ra xe.' .. . �' d x '�< . , �j i" '�t.r '• „ata.* r)"':.,. : ' NAm ']:•-:3.i^ <1„Fi ,- <',;.. '. .n ��. Y r..u, - ! 8/19/2022 STRUCTURAL UPDATES I THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF J.PONTIERI,P.E.,D.P.C.ANY INFRINGEMENTS ON THIS ° F� COPYRIGHTED MATERIAL WILL BE PROSECUTED TO THE FULLEST EXTENT p �.B (-D OF THE LAW. PROJECT#: 2022.213.01 DRAWING TITLE AF ROOF FRAMING PLAN DRAWN BY 8/2/21022 1 F:OOF FRAMING PLAN DATE DRAWING NUMBER 1> S-104 S,--ALE: 11/4"=V-0" C NOTED S - 104 SCALE Y:\2022 Projects\213-Toldo, Jared\01 -Callahan Residence, Central Ave\DESIGN\ST\CAD\planset\05. -JPCE- Callahan Residence-Roof Structural Plan.dwg rL OF MASONRY CONTROL JOINT SEE NOTE 3 ON "TYPICAL VERTICAL REINFORCEMENT, SEE CONCRETE MASONRY WALL REINFORCEMENT. SCHEDULE ON REINFORCEMENT DETAIL" "TYPICAL CONCRETE MASONRY 4000 PSI CONCRETE SLAB ON BACKER ROD AND WALL REINFORCEMENT DETAIL". 2"x6"STUD WALL GRADE. SEE PLAN FOR JOINT SEALER AT (SEE PLANS) THICKNESS&REINFORCEMENT CONTROL JOINT—\\ CMU WALL %4'0 ANCHOR BOLTS @ 30"O.C. MAX. 12" FROM EDGES MAX. - O OO O • O 2"X6"BOTTOM PLATE HORIZONTAL JOINT REINFORCEMENT SHALL BE TERMINATED 2"FROM CONTROL ` "T" JOINTS, TYP. (2)#5 BARS IN PLAN DETAIL AT ALL ENDS AND CONTROL JOINTS BOND BEAM. 8", FULLY GROUTED, CMU O AT CORNERS AND INTERSECTIONS, 4" REINFORCED BLOCK FOUNDATION WALL w LLj PROVIDE PREFABRICATED CORNER AND CO C) O TEE WI.7(9 GAGE)HORIZONAL JOINT O VERTICAL REINFORCEMENT, SEE CONCRETE SLAB WITH #5 VERTICAL BARS W/HOOK INTO Q 6 X 6,W1.4 X W1.4 WWF GROUT SOLID AROUND FOOTING. HOOK ALTERNATING �;� LADUR REINFORCEMENT AT 8 O.C., TYP. REINFORCEMENT SCHEDULE ON SLEEVE FULL THICKNESS 3ARS INTO FOOTING MIN 10"HOOK 'TYPICAL CONCRETE MASONRY OF WALL FLOOR W/NON VERTICAL REINFORCEMENT, WALL REINFORCEMENT DETAIL" SHRINK GROUT, TYP. O - cri • NEW SLEEVE, SEE SEE REINFORCEMENT � � a n •• •.a MECHANICAL, ELECTRICAL U) SCHEDULE ON"TYPICALN z CMU WALL o OR PLUMBING DOCUMENTS, TYP. (� F- O CONCRETE MASONRY WALL U• a Z MIN. N Z01 REINFORCEMENT DETAIL" - (3)#5 HORIZONTAL REBAR O • O O O O �v � � EQUALLY SPACED @ BOTTOM O OF GRADE BEAM 10" 10" 10" 00, 2'-6" I CMU WALL 2,-6 2'-611 MIN. 6"WELL COMPACTED RCA 39'X 12"4000 PSI CONCRETE 2'-6" N.T.S. N.T.S. ep N.T.S. BASE FOOTING COMPACTED SUBGRADE NEW CORED HOLES PLAN DETAIL AT CORNERS AND INTERSECTIONS • TYPICAL HORIZONTAL JOINT REINFORCING (NOT SHOWN FOR CLARITY EXTERIOR SLAB ON TYPICAL SLEEVE IN (E10) FOUNDATION WALL SECTION 2 TYPICAL WALL CONSTRUCTION DETAIL 3 GRADE DETAIL 4 MASONRY/CONCRETE 0 SCALE: 3/4"=1'-0" S-200 SCALE: N.T.S. S-200 SCALE: 3/4"=1'-0" 5-200 SCALE: N.T.S TYPE 1 SEALANT AT ALL EXPOSED SURFACES 2" (2)-3/8"STIFFENERS (ONE EACH DETAIL "A" SIDE)AT ALL GIRDER BEARING #6x 2'-0"LONG DOWELS POCKETS @ 12"O.C. DO NOT OVER CUT BEYOND TANGENCY � O O STEEL BEAM, SEE PLAN FOR HORIZONTAL REINFORCING TO POINT OF CORE DRILLED OPENING. THE g = I BEAM SIZE AND TOP OF 1'-0" COST OF ANY REPAIRS DEEMED NECESSARY N STEEL ELEV. SEE DETAIL"A" RUN THRU UNINTERRUPTED AS A RESULT OF OVER CUTTING WILL BE PAID 2„ BY THE SAW CUTTING CONTRACTOR O O ANCHOR BOLT HEX NUT(TYP.) WASHER (TYP-) PLAN C7 1/4" = START BY DRILLING AT CORNERS OF 1 1/2"THICK GROUT BASE I Z OPENING WITH 6"DIAMETER CORE DRILL. BELOW BASEPLATE(TYP.) Q 3��N THEN SAW CUT TO TANGENCY POINT OF INTERRUPT HORIZONTAL CORE DRILLED OPENING. DO NOT OVER CUT 3/4" 0 ANCHOR IBOLTS WITH d REINFORCING AS SHOWN BEYOND CORE DRILLED OPENING. IF USING MIN. 8" CONCRETE O "CHAMBER AT EXPOSED CIRCULAR BLADE SAW CUT TO TANGENCY EMBEDMENT FACES POINT ON NEAR FACE AND CAREFULLY 1 w :' ' " 1. FOR REINFORCEMENT AND CHIP THE REMAINING CONCRETE. FOUNDATION WALL, C0 BEARING PLATE (BEARING POCKET NOTES. THICKNESS SEE WALL DO NOT EXTEND SAW CUT ON NEAR FACE SEE PLANS FOR ,~ ':' DEPTH -2") x 3/4"x BEAM WIDTH +2" SECTIONS. IN ORDER THAT CIRCULAR KERF REINFORCEMENT SECTION A W/(2)-5/8"QI A36 THREADED RODS 2. SEE ARCH. DRAWINGS FOR CONNECTS ON FAR FACE x 8" LONG W/STD. HOOD JOINT LOCATIONS. STEEL HEX LPONTIERI, P.E., D.P.C. LATE - LEVELING NUTS ENGINEERING & CONSULTING COLUMN BASE P TYPICAL CONTRACTION TYPICAL DETAIL AT NEW OPENINGS 5 TO FOUNDATION su'cote lrn�mercial Blvd. Pof NE(-y,,o 7 JOINT IN CONCRETE WALL $ IN MASONRY/CONCRETE Medfard, Nv11763 �� PA-AN p0'i/j��'( S-200 SCALE: 3/4 -1 -0 S-200 SCALE: N.T.S. 5-200 SCALE: N.T.S 631.320.1040 telephone Office@jp-ce.com LU � 56 BAR 0 a0 e TYPICAL BEARING POCKET DETAIL �a 097859 S-200 SCALE: N.T.S. � AROFESSIONP TYP. Q a IT ISA VIOLATION OF SECTION 7209 OF ARTICLE 145 OF THE NEW m YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER ANY CONSULTING ENGINEERS DOCUMENT THAT BEARS THE SEAL OF A PROFESSIONAL ENGINEER, tf) UNLESS THE PERSON IS ACTING UN DER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OPENING ` TOP OF CONCRETE WALL 1'41 CALLAHAN RESIDENCE PROPOSED STRUCTURAL DRAWINGS I #4 ADDITIONAL REINFORCEMENT ISSUE DATE ISSUED FOR (2)-ADDITIONAL 8/11/2022 STRUCTURAL UPDATES REINFORCING BARS AT V7 EACH FACE OF WALL, 8/19/2022 STRUCTURAL UPDATES TOP AND BOTTOM OF DIAGONAL BARS SLAB. FOR SIZE, SEE (2)-ADDITIONAL#5 NOTE 1, TYP. BARS AT EACH FACE OF WALL, TOP AND BOTTOM OF SLAB 0 tV NOTE: 1. AT WALLS,ADDITIONAL REINFORCING SIZE SHALL MATCH HORIZONTAL AND VERTICAL REINFORCING.AT SLABS USE#5 BARS. THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE AND ARE THE 2. THIS DETAIL APPLIES AT ALL OPENINGS 12"x12"AND LARGER. DETAIL IS SIMILAR PROPERTY OF J.PONTIERI,P.E.,D.P.C.ANY INFRINGEMENTS ON THIS AT ALL CIRCULAR OPENINGS 12"AND LARGER. 2'-0" COPYRIGHTED MATERIAL WILL BE PROSECUTED TO THE FULLEST EXTENT OF TH E LAW. 3. COORDINATE ALL OPENINGS SIZES AND LOCATIONS WITH ARCHITECTURAL AND NOTE: PROJECT#: 2022.213.01 DRAWING TITLE PROVIDE REINFORCEMENT IN ONE MECHANICAL DRAWINGS. AF FOUNDATION DETAILS FACE ONLY IF IT DOES NOT EXTEND DRAWN BY THROUGH ENTIRE WALL THICKNESS TYPICAL SLABNVALL PENETRATION TYPICAL REINFORCEMENT AT D/z/zoz2 DATE DRAWING NUMBER s REINFORCING DETAIL 10 NOTCH OR POCKET IN TOP OF WALL AS NOTED S-200 SCALE: 3/4"=1'-0" S-200 SCALE: N.T.S SCALES - 200 CALES2OO Y:\2022 Projects\213-Toldo, Jared\01 -Callahan Residence, Central Ave\DESIGN\ST\CAD\planset\06. -JPCE- Callahan Residence -Details.dwg MILL BOTTOM OF 1/4" STIFFENER PLATE EACH COLUMN TYP. OF(4) SIDE. THICKNESS TO PATES 1/4" MATCH COLUMN FLANGE BEARING PLATE W12"0 A BEAMS VARY(SEE PLAN) BELOW. A325 BOLTS(2 EACH SIDE). 2 /2" LENGTH AND WIDTH AS , REQUIRED, MINIMUM PLATE -- �N l ftLr—I THICKNESS TO MATCH FLANGE THICKNESS OF BEAM TYP. OF(4) 1/4" BELOW � o PLATES 1/4" / STEEL PATE WITH(4)-3/4"0 A325-SC = BOLTS(MIN.). MINIMUM PLATE 77 Z THICKNESS TO MATCH FLANGE THICKNESS OF BEAM ABOVE STIFFENER PLATE EACH SIDE TO �N MATCH FLANGE THICKNESS OF COLUMN ABOVE.WELDS TO BEAM WEB SHALL HAVE CAPACITY TO 6"MIN. (TYP.) W 6" MIN. (TYP.) CARRY ENTIRE COLUMN LOAD 40 rr r/rr rr ELEVATION _ Q A=A TYPICAL BEAM OVER TYPICAL COLUMN OVER 1 COLUMN CONNECTION 2 BEAM CONNECTION 3 BEAM WEB OPENING DETAIL S-300 SCALE: 3/4"=1'-0" S-300 SCALE: 3/4"=1'-0" S-300 SCALE: 3/4"=1'-0" 1/4"COLUMN CAP, TYP. SHEAR PLATE PER 1/4 COL. PER PAN SHOP DRAWINGS SHEAR PLATE PER 1/4 SHOP DRAWINGS TYP. COL. TYP. 1/4 (4)-3/4"0 F1554 GRADE 36 ANCHOR PL1/4 x 1 x 1 1/4 6" 6" RODS WITH 12"EMBEDMENT+5 STIFFENER EACH 1/4 .00 THREADED PROJECTION AND 2" SIDE,A P. I BEAM PER TOT SQUARE x�'A36 WASHERS ( ) PLAN BEAM PER J BEAM PER BEAM PER PLAN PLAN PLAN a r AM aN 1,-0„ 1/4 COPE BEREQ'D AM AS 7 BEP PLAN COLUMN, SHEAR PATE PER TYP. SEE PLAN SCHEDULE, TYP. 1/4 COL. PER PLAN TYPICAL BEAM/BEAM/COLUMN TYPICAL BEAM/COLUMN TYPICAL BEAM/BEAM 4 TYPICAL BASE PLATE DETAIL 5 CONNECTION DETAIL 6 CONNECTION DETAIL , CONNECTION DETAIL S-300 SCALE: 3/�"=1'-0" S-300 SCALE: 1"=1'-0" S-300 SCALE: 1"=1'-O" S-300 SCALE: 1"=1'-0" J.PONTIERI, P.E., D.P.C. ENGINEERING & CONSULTING 16 Commercial Blvd. ��OF NEIN Suite]1A .�P LPN p 0 Medford, NY 11763 oti�i 631.320.1040 telephone `r Officec@jp-ce.com . LU w �O 097859N RO ESSIO P IT IS A VIOLATION OF SECTION 7209 OF ARTICLE 145 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER ANY CONSULTING ENGINEERS DOCUMENT THAT BEARS THE SEAL OF A PROFESSIONAL ENGINEER, UNLESSTHE PERSON IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER CALLAHAN RESIDENCE PROPOSED STRUCTURAL DRAWINGS ISSUE DATE ISSUED FOR 8/11/2022 STRUCTURAL UPDATES 8/19/2022 STRUCTURAL UPDATES THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF J.PONTIERI,P.E.,D.P.C.ANY INFRINGEMENTS ON THIS COPYRIGHTED MATERIAL WILL BE PROSECUTED TO THE FULLEST EXTENT OFTHE LAW. PROJECT#: 2022.213.01 DRAWING TITLE AF STEEL FRAMING DETAILS DRAWN BY $/2/2022 I DATE DRAWING NUMBER AS NOTED S - 300 SCALE Y:\2022 Projects\213-Toldo, Jared\01 -Callahan Residence, Central Ave\DESIGN\ST\CAD\planset\06.-JPCE- Callahan Residence -Details.dwg LLOWABLE HOLES - Beams and Headers SIMSON STRONG TIE HHUS 2x diameter of the largest hole (minimum) FACEMOUNT HANGER FOR LVL GIRDER APPLICATION 1/3 depth tLl t o O Allowed hole zone It O 0 0 0 01 Cut only round holes and /3 0 0 0 depth 0 o only in the center of beam. !� o 0 LVL GIRDER SEE PLAN 1/3 span Allowed hole zone 1/3 span ROUND HOLE CHART BEAM DEPTH MAXIMUM ROUND HOLE SIZE SEE PLANS FOR „ GIRDER SIZE For uniformly loaded beams only. 438„ 1 51�„ 144" WOOD POST Rectangular holes are not allowed. 71i ' to 20" 2" TYPICAL WOOD GIRDER No holes in cantilevers. See illustration for Allowed Hole Zone 3 TO GIRDER DETAIL No holes in headers or beams in plank orientation. S-301 SCALE: 3/4"=1'-0" SIMPSON TYPE PC BASE AND CAPS(OROST ALLOWABLE HOLES - TJI@ Joists E UAL) W W I o o ---i Z o o No field cut tv Y J d holes in See Table A See Table B 1L¢"hole may be cut A hatched See Table A See Table anywhere in web out- M - 6" 1'-4" 1/2" O A307 THRU-BOLT zones — side ha shed zone W/WASHERS DO NOT 6" ❑ O ❑ 6" cut or notch flange. MULTIPLE MEMBERS, SEE PLAN FOR SIZE L 1 2x[2 of L2 2 x LZ j2 T6' " minmum minimum 6" 6" &QUANTITY (applies to all holes Do not cut holes l except knockouts) larger than 11�"in cantilever N A 1/2"O A367 THRU-BOLT DO NOT TYPICAL WOOD POST TO W/WASHERS @ 16" O.C. cutreinf incantilever reinforcement W/(2) @ EACH END Table A - End Support 1 WOOD BEAM DETAIL Minimum distance from edge of hole to inside face of nearest end support S-301 SCALE: N.T.S. DEPTH TJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE 2" 3" 4" 6y2" o%- 11" 13" 2„ 3" 4" 6V sr;- 11„ 13- 110 T-0" T-6' 2'-0" 5'-0" 1-0" 1-6' 2'-6" 4'-6" 210 -0" 1-6" 2'-a" 5'-0" 1-0" 2'-0" 2'-65-0"TYPICAL MULTI-MEMBER 230 T-0" 2-0" 2'-6' 5'-6" 1'-0" 2'-0" 3'-0" 5'-0" 360 -6 -a" -0" 6-a" 1'-6" 2'-6" 3-6" 5'-6" 4CONNECTION DETAIL 110T-0" T-0 T-0" 2'-6" 5'-0" 1-0" 1-0" 1'-6" 4'-6" 6'-a" ROOF BEAM, SEE PLAN FOR 210 T-O" T-0" T-0" 7-6" 5'-6" r-0" T-a' 2'-0" 5'-0" 6-6" S-301 SCALE: 3/4"=1'-0" iso T-O" T-0" 1'-0" 3-0" 6-0" T-0" T-0" 2'-0" 5''-6" 7'-a' CONNECT ROOF 13EAM TO TOP OF POST SIZE AND LOCATION 360 T-0" T-0" T-6" 4-6" T-a' 1'-0" 1'-0" 2'-6" 6-6" 7-6" W/(2)-SIMPSON MTS16 TWIST STRAPS, Soo T-0" T-O" T-6' 5'-0" 8'4" T-0" 2'-0" 3-6" T-0" &AT ALTERNATE SIDES OF POST 110 T-o" T-0" T-0" T-0" 2-6" 5-17' V-131" T-a' T-0" a-6" 6'-(r' 8'4" FASTENER SCHEDULE FOR STRUCTURAL MEMBERS 210 1'-0" 1'-0" ,'-0" ,'-o" 3'-0" 6-a" 1'-0" V-0" 1'-0" 4'-0" 6'-6" 8'-6" �• 14" 230 1'-0" T-0"1 T-0" 1'-6" 3'-6" 6'-6" 1'-0" 1'-0" 1'-0" 4'-0" 7'-0" 9'-0" WOOD POST, SEE PLAN FOR SIZE DESCRIPTION OF BUILDING ELEMENTS QUANTITY> TYPE SPACING OF FASTENERS 360 T-0" T-0" T-0" 2'-6" 5'-6" 8'-0" 1'-0" T-0" 1'-0" 5'-6" 8'-0" 9'-6" !A - AND LOCATION 560 T-0" T-0" T-0" 2'-s" 6-0" 9'-0" T-0•' T-o" T-6" s'-6" 9--a-lig-o" ROOF FRAMING 210 T-0" T-0" T-0" T-0" T-6" 3'-6" 6'-0" 1'-0" 1'-0" 1'-0" 2'-6" 6'-6' 8'-0" 10'6" CONNECT ROOF POS?'TO 16• 230 T-O" T-0" T-O" T-O" 2'-0" 4'-0" 6-6" T-0" T-0" T-0" 3'-0" T-a' 9'-a' 11'0" RAFTER TO TOP PLATE,TOE NAILED (3)8d PER RAFTER iso T-0" T-a• T-0" T-O" 3'-0" 6-0" 9'-0" T-0" T-o° r-o" a'-o" s'-a' 10'-0" 1r-6" - — POST/STUD BLOCKING CEILING JOISTS TO PLATE,TOE NAILED (3)8d PER JOIST Ss0 T-0" T-a' T-O" T-a' 3'-0" 6'-6" 1o'-a BELOW W/CS16 SIMPSON CEILING JOIST TO PARALLEL RAFTERS,FACE NAILED (5)16d EACH LAP 4^ 6" 8" 10" 12" 15" 17" 4" 6" 8" 10^ 12" 15" 17" COIL STRAP Z CEILING JOIST,LAPS OVER PARTITIONS,FACE NAILED (5)16d EACH LAP 18„ 360 1'-0" 1'-0" 1'-0" 7-0" 5'-0" 10'-0" 1'-0" T-0" 5'-0" 10'40" 11'-0" 13'-6" COLLAR TIE TO RAFTER,FACE NAILED (3)8d PER TIE 560 T-O" T-o" T-0" T-a' 5-O. 11'-0" T-0" T-6" 6'-6" 11--0" 12'-0" 14-6" BLOCKING TO RAFTER,TOE NAILED (2)8d EACH END 360 T-0" T-0" T-O" T-a' 2'-0" T-O" 1a-6" T-0" T-0" 2'-6" 8'-0" 11'-6" 14'-0" 15'-6" Nr 550 T-0" T-0" T-0" T-0" T-0" T-0" 11'-0" 1'-0" 1'-0" 4'-0" 9'-6•• 12'_6' 14'_6' 15-6• RIM BOARD TO RAFTER,END NAILED (2)16d EACH END ROOF RAFTERS TO RIDGE Table B - Intermediate or Cantilever Support TOE NAIL 4 16d PER RAFTER Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support FACE NAIL (3)16d PER RAFTER DEPTH TiROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE WALL FRAMING 2" 3•' 4•• syr„ 8%' 11" 13" 2" 3" 4•' 6V 874" 11" 13'• 110 T-6" 2'-6" 3'-0" T-6' 1'-6" 7-6' 3'-6" 6'-6" TOP PLATE TO TOP PLATE,FACE NAILED 2 16d PER FOOT 210 7-0" 2'-6" T-6" T-6" 2'-0" 3'-0" 4-0" T-0" TOP PLATES LAPS AT CORNERS AND INTERSECTIONS 4)16d EACH SIDE sty 230 2-6' 3-9' 4-0" 8'-0" 7-6" 3-0' 4-6' T-6" FACE NAILED (2)16d 24"O.C. 3603'-0" 4'-0" 5'-6" 9'-0" 3'-0" 4'-6" 5'-6" 8'-0" SIUD TO j?.F�CE NAI 16d 15'O.C. LONG EDGES 110 T-0" 1'-0" 1'-6" 4'-0" 6.0" 1'-0" 1'-6" 2'-6-" 6-6" 9'-0" TOP OR SOLE PLATE TO STUD,END NAILED 2 16d/ 3 16d PER 2x4/PER 2x6 210 T-0'• T-0" 7-17' 4-6" 9'-0" 1'-0" 2'-a'1 3-0" T-6" 10'-0" BOTTOM PLATE TO FLOOR JOIST/BAND JOIST FACE NAILED (2)16d PER FOOT 117; 230 T-0" 2'-0" 2-6" 6-0" 9'-6" 1'-0" 2'-6" 3'-6" 8'-0" 10'-0" CONNECT CRIPPLE TO z_ T-01'360 2'-0" 3' " 4'-0" T- ' 1T-0° HEADER WITH SIMPSON STUD TO SOLE PLATE TOE NAILED 2 8d OR 2 16d PER FOOT 560 T-6' 3'-0" 4'-6" 8'-a' 17-0" 3'-0 4'-6' 6-0" 19-6" 12'-0" y .... 13LOCKING TO MATCH DOUBLE TOP PLATES END NAILED (2)16d 12"O.C. 110 T-0" T-0" T-0" 2'-0" 4-6" 8'-0" T-0" T-0" 1'-0" 5'-0'• 9'-0" 12'-0" MTS30 TWI ST STRAP `r WOOD POST ABOVE DOUBLE TOP PLATES,MINIMUM 48-INCHES OFFSET OF END (8)16d 210 T-0" T-0" T-0" 2'-6" 5'-0" 9-(Y' T-0" T-0" 2'-0" 6-o" 10'-0" 17-6" �.P'ONTIERI, P.E., D.P.C. JOINTS,FACE NAIL IN LAPPED AREA 14" 230 1'-0" 1'-0" 1'-0" 3'-0" 5'-6" 10'-0" 1'-0" T-0" 2'-6" 6'-0" 10'-6" 13'-0" CONNECT HEADER/BEAM TO 16d 360 T-0" T-0" 2-0' 5'-6" 8'-6" 12'-6" T-0" 7-0" 4'-0" 9'-0" 12'-0" 14'-0" ENGINEERING & CONSULTING POST/JACK AND KING STUD W/ BUILT-UP HEADER TWO PIECES WITH 1/2"SPACER 16"QC_ALONG EACH EDGE 560 T-O" T-0" 1'-6' 5'-6" 9'S" 13'-6" 1'-0" 3'-0" 5'-0" 10'4" 13'-6" 15'-O" SIMPSON STRONG TIE HH HEADER CONTINUOUS HEADER TO STUD,TOE NAILED 4 8d 1 210 T-0" T-0" T-0" T-0" T-0" 5!-61191-6" 1'-0" 1'-0" 1'-0" 4'-6" 9'-6" 17-6" 15'-6" CONTINUOUS HEADER TO STUD,TWO PIECES 16d 16" O.C.ALONG EACH EDGE 16" 230 T-0" T-0" T-0" T-6" 4'-0" 6'-6" 10'-6" 1•-0" T-0" 1'-0" 5'-0" 10'-6" 13'-0" 16'-0" 16 Commercial Blvd. OF NE HANGER 360 1'-0" 1'-0" 1'-0" 3'-0" 6'6" 10'-0" 13'-6" 1'-0" 1'-0" 2'-0" 7'-6" 13'-0" 14'6" 17'-0" �� ry yO I J:: FLOOR FRAMING 5s0 1'-0" T-0" 1'-0" 2'-6" 7'-0" 11'-0" 15'-0" 1'-0" T-0" 3'-6" 9'-0" 14'-6" 15'-0" 18'-0" Suite 1A �Q' PIAN pp �Q JOIST TO SILL OR GIRDER TOE NAILED (4)8d PER JOIST 4" s" s" 10" 12" 15^ iT' 4" s" 8 10 12^ 15" 1T Medford, NY 11763 moo`' tiT� BRIDGING TO JOIST,TOE NAILED 2 gd EACH END Q 18" iso T-o" T-o" 3'-0° s'-o" s'-o" 15'-0° r-0° a'-o" s'-0" 14'-6' 1s 6" 1s'-s" 631.320.1040 telephone BLOCKING TO JOIST,TOE NAILED 2 8d EACH END 560 1'-0" 1'-0" 7-0" 6-0" 10'-0" 16'-6" T-0" 6'-0" 11'-6" 16'-6" 18'-0" 20'-0" Office@p-ce.com BLOCKING TO SILL OR TOP PLATE TOE NAILED o - - - 3'- - " 11'-0" 15-6' T-0" T-6' To" 1 - 2'- 16'- 9'- T-0" 3�16d EACH BLOCK ZO" isT0" T0' T0" - 0" 60 6. 6" 10" 2 W 560 1'-0" 1'-0" T-0" T-6- 5'-6" 12'_0' 16-0" 1'-0" 3'-0" 8'-6' 14'-0' 17•_6' 19'_6, 20'_6' LEDGER STRIP TO BEAM FACE-NAILED Z SEE PLANS FOR HEADER EACH JOIST JOIST ON LEDGER TO BEAM(TOE NAILED) 3 gd PER JOIST Rectangular Wes based on measurement of longest side. SIZE AND LOCATION BAND JOIST TO JOIST,END NAILED (3)16d PER JOIST Holes may be located vertically anywhere within the web.Leave 1�"of web(minimum)at top and bottom of hole. SOA 097859 BAND JOIST TO SILL OR TOP PLATE (TOE NAILED) (2)16d PER FOOT Knockouts are located in web at approximately 12"on-center;they do not affect hole placement. ROFESSIONP� SOLE PLATE TO JOIST OR BLOCKING FACE NAIL 2 16d 12"O.C. For simple span(5'minimum)uniformly loaded joists meeting the requirements of current Trus Joist product guides,one maximum STRUCTURAL PANELS 8d 12"-24!'0 size round hole may be located at the center of the joist sparprovided no other holes occur in the joist. IT ISA VIOLATION OF SECTION 7203 OF ARTICLE 145 OF THE NEW Distances are based on the maximum uniform loads shown in current Trus Joist product guides.For other load conditions or YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER ANY CONSULTING ENGINEERS DOCUMENT THAT BEARS THE SEAL OF A PROFESSIONAL ENGINEER, hole UNLESS THE PERSON IS ACTING UNDER THE DIRECTION Of A configurations contact your Trus Joist representative. LICENSED PROFESSIONAL ENGINEER CALLAHAN RESIDENCE PROPOSED STRUCTURAL DRAWINGS TYPICAL WOOD BEAM/POST 2 STRAPPING DETAIL ISSUE DATE ISSUED FOR ' S-301 SCALE: 3/4"=1'-0" 8/11/21022 STRUCTURAL UPDATES 8/19/21022 STRUCTURAL UPDATES THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF J.PONTIERI,P.E.,D.P.C.ANY INFRINGEMENTS ON THIS COPYRIGHTED MATERIAL WILL BE PROSECUTED TO THE FULLEST EXTENT OFTHIE LAW. PROJECT#: 2022.213.01 DRAWING TITLE AF WOOD FRAMING DETAILS DRAWIN BY 8/2/2022 DATE DRAWING NUMBER AS NOTED S - 301 SCALE Y:\2022 Projects\213-Toldo, Jarecl%01 -Callahan Residence, Central Ave\DESIGN\ST\CAD\planset\06. -JPCE- Callahan Residence -Details.dwg BLOCKING PANELS TRUS JOIST RIM BOARD WEB STIFFENERS REQ'D MAY BE REQUIRED WITH OR BLOCKING FOR BLOCKING PANEL 2X_STUD EACH SIDE AT B3 LATERAL SUPPORT BALL AT PLATE NAIL 16D(32)BOX PLATE NAIL-16D(32")BOX BELOW-SEE DETSHEAR WALLS AIOLVEOR I ON-CENTER AT 12"ON CENTER AT 12"ON-CENTER LOAD BEARING OR SHEAR WALL FLOOR PANEL NAIL-8D(2z") FLOOR PANEL NAIL-8D(2Z')COMMON AT 6"ON-CENTER ABOVE(MUST STACK OVER WALL COMMON AT 6"ON-CENTER BELOW] LOC 11"TRUS 1"OR 11" PANELING J6IST RIM TRUS JSISTPARALLAM p PSL OR RIM BOARD* BOARD 2X4 MINIMUM TIMBERSTRANDD LSL SQUASH BLOCKS INTERMEDIATE BEARING NO LOAD BEARING WALL ABOVE COLUMN 12" TOE NAIL-1 OD(3")BOX TOE NAIL-10D(3")BOX 88 MIN. AT 6"ON-CENTER AT 6"ON-CENTER LOAD BEARING OR SHEAR WALL L1 BEARING AT WALL ABOVE(MUST STACK OVER WALL BOUNDARY NAILING (96 BELOW WHEN PRESENT) -8D(22")COMMON REMOVE TONGUE AND GROOV 14e BLOCKING AT 4"ON-CENTER* FROM FLOOR PANEL EDGES WEB STIFFENER PANEL INSTALL PROPER REQUIRED EACH BLOCKING TO SUPPORT SUPPORTED BY 1"E-RINh�TO SIDE AT BIW AND ALL PANEL EDGES ENSURE QUALITY NAILING. 82W A3.1-A3.3 CONVENTIONAL CONSTRUCTION CODE 3.4 *SEE TRUS JOIST FRAMER'S POCKET GUIDE INIMUM FOR USE WITH A3 ONLY.SEE BZ ZW END OF JOISTS STRAP PER CODE IF TOP FOR ADDITIONAL INSTALLATION A3 3.1 3.2 3.3 AT PLATE IS NOT SPECIFICATIONS. O RUS JOIST FRAMER'S POCKET GUIDE FOR CENTERLINE CONTINUOUS OVER TJI®RIM Jt>IST INSTALLATION SPECIFICATIONS. OF SUPPORT HEADER O MUST HAVE 14"MINIMUM JOIST BEARING AT ENDS B4 6-0"LENGTH OF TJI® 8"DIAMETER MAXIMUM HOLE FOR 8"DIAMETER MAXIMUM HOLE FOR JOIST REINFORCEMENT 117"-16"DEEP BLOCKING TRUS JOIST NAIL TRUS JOIST RIM 4'-0"LENGTH O 7 AND FILLER BLOCK.USE PANELS;6"DIAMETER MAXIMUM RIM BOARD BOARD TO BLOCKING WEB 3, 118'-16"DEEP BLOCKING 4'-0"LENGTH WITH FOR BLOCKING PANELSISDEEP ATTACH REINFORCEMENT WITH CONNECTIONS 8"DIAMETER MAXIMUM HOLE FOR a STIFFENERS 7 REINFORCEMENT PANELS;6"DIAMETER MAXIMUM 91"AND 11?"TJIv JOISTS. OR SHORTER THAN 12"SONG. TO JOIST WITH ONE 8D( ") EQUIVALENT TO REQUIRED E 118'-20"DEEP BLOCKING FOR BLOCKING PANELSISDEEP 2 8 COMMON NAIL AT EACH DECKING SCHEDULE O BEARING FOR DOOR SIDE AT E1 W PANELS;6"DIAMETER MAXIMUM ON ONE SIDE AT E2, OR SHORTER THAN 12"LONG. DO NOT CUT FLANGES. CORNER 'O STKNAI TO TOP PLATE WITH CH L2 OR WINDOW FOR BLOCKING PANELSz9DEEP BOTH SIDES E3 DO NOT CUT FLANGES. CONNECTIONS EQUIVALENT TO OR SHORTER THAN 12"LONG. TRUS JOIST HEADER DO NOT CUT FLANGES. RIM BOARD 12"LENGTH OF i DECKING SCHEDULE. TRUS JOIST REINFORCEMENT RIM BOARD ATTACH REINFORCEMENT ON ONE SIDE AT 12"LENGTH E 4" TO JOIST WEB WITH 3 ROWS E5,BOTH SIDES AT ON REINFORCEMENT ATTACH REINFORCEMENT 10D(3")COMMON NAILS AT 6" E6 BOTOH SIDES AT E8NE SIDE AT 7 TO JOIST WITH 8D(22") ON-CENTER,CLINCHED.USE TRUS JOIST RIM COMMON NAILS AT 6"ON- BOARD CENTER.WHEN 2 ROWS WITH "AND 118' REINFORCING BOTH SIDES, TJI,g)JOISTS. STAGGER NAILS. FACE GRAIN p� p LESS THAN 5" HORIZONTAL LESS THAN 5" E5 E6 ATTACH REINFORCEMENT TO JOIST E7 E$ WITH ONE 8D(2�)COMMON NAIL TOP FLANGE E1 1 W E2 E3 E4 NOT FOR USE WITH 31"TJI�JOIST FLANGE WIDTHS AT EACH CORNER HANGER O O FACE MOUNT HANGER OPTION#1: BEAM TO TJIoJOIST BLOCKING WITH END BLOCKS INSTALLED L3 BEAM ATI JOIST SPAN LOCATIONS USING TWO 8D(2z') NAIL THROUGH 2X_,WOOD BACKER AND APPLYSUBFLOOR BO� NAILS OR22'SCREWS,TYPICAL LOAD FROM CONNECTION BLOCKING PANEL TJI JOIST WEB WITH 2 ROWS 10D ADHESIVE TO ALL ABOVE (3")COMMON NAILS AT 6"ON-CENTER, CONTACT SURFACES SEE CURRENT TRUS JOIST CLINCHED.USE 16D(31")NAILS WITH FILLER BLOCK:ATTACH WITH TEN 10D(3") BEARING PLATE: LITERATURE FOR FRAMING C31"TJI®JOIST FLANGE WIDTHS. BOX NAILS,CLINCHED.USE TEN 16D(J") FLUSH PLATE WITH CONNECTORS z 2 INSIDE FACE OF WALL BOX NAILS FROM EACH SIDE WITH 3 >_-� TJI(D JOIST FLANGE WIDTHS.USE FIFTEEN OR BEAM 1 SPINS NAILS WITH TJIe JOIST DEPTHS GREATER z� sem, WEB STIFFENERS THAN 16". REQUIRED IF SIDES OF BACKER BLOCK: INSTALL HANGER DO NOT TIGHT TO TOP FLANGE(TIGHT LATERALLY SUPPORT AT TO BOTTOM FLANGE WITH OPTION#2: N v� )� � TOP 3"s FACE MOUNT HANGERS INSTALLED _ LEAST OF TJI JOIST ATTACH WITH TEN 10D(3")BOX AT-JOIST SPAN2X4 MINIMU WOOD p�\��`I�p05 FLANGE TOP FLANGE LOG�ATIONS SINSQUASH NAILS,CLINCHED WHEN USING TW�2 " BACKER cJ �� \O HANGER POSSIBLE. SCREWS PER JOIST BLOCK BACKER BLOCK FACE BOTH SIDES OF OPTION#3: USE 2X4 MINIMUM SQUASH ��G HANGER DIRECTLY APPLIED CEILING CS TRANSFER LOAD AROUND TO CKS GTO J JOIST MOUN WEB WITH SINGLE O TJIgi JOIST H3 WHEN SPECIFIED ON THE LAYOUT,ONE (FD OR MORE OF THE THREE BRACING OPTIONS SHOWN MUST BE INSTALLED BEARING AT L4 CONCRETE WALL 2X4 ONE SIDE.USE 2X6 IF PROTECT UNTREATED WOOD JOIST SPACING IS GREATER LSTA18(SIMPSON OR USP)STRAP THAN 24 FROM LSTA24(SIMPSON OR USP)STRAP WITH \� DIRECT CONTACT WITH CONCRETE .�' ' TWELVE I OD X 11"NAILS REQUIRED AT r 24"ON-CENTER. H5S WITH SLOPS GREATER THAN 3"PER WITH TWELVE 10D X'Z"NAILS ��J� L WALL ONTIERI, P.E., D.P.C. OT �� V-CUT SHEAR DOUBLE JOIST ENGINEERING & CONSULTING BLOCKING-TRUS JOIST MAY BE REQUIRED L RIM B ARD WHEN L EXCEEDS JOIST SPACING VERIFY PARALLAMD PSL OR TIMBERSTRAND-LSL COLUMN STRAP NAILS: BLOCKINGF NEW LEAVE 2-" CAPACITYAND BEAM 16 Commercial Blvd. �O `V STRAP NAILS:" MINIMU4 END 10DNAI S BOX REQUIRED BEARING LENGTH. Suite 1A �P� SAN p r� LEAVE 231, END DISTANCE NAILS AT 8" SEE CURRENT G> P O ON-CENTER TRUS JOIST Medford, NY 11763 0`' DISTANCE 2X OVERHANG. P LITERATURE. 631.320.1040 telephone I _ VARIABLE SLOPE JOIST BEVELED NOTCH AROUND Office@jp-ce.com DOUBLE BEVELED w HANGER.VERIFY 2X4 BLOCK END TJI®JOIST TOP NBEARING PLATE WHEN S" CAPACITY DEPTH A FLANGE. 4/ LIMITATIONS. SLOPE EXCEEDS!'PER \\S` WALL FOOT CI` BEVELED WEB STIFFENERS ON BOTH �O X97859 SIDES � 'OBOE H5 H5S L5 BEARING AT COLUMN FESS R14 R9 BIRDSMOUTH CUT ALLOWED AT O O O O LOW END OF JOIST ONLY O IT IS A VIOLATION OF SECTION 7209 OF ARTICLE 1450f THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER ANY CONSULTING ENGINEERS DOCUMENT THAT BEARS THE SEAL OF A PROFESSIONAL ENGINEER, UNLESS THE PERSON IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER NOTE: UNLESS OTHERWISE SPECIFIED,ALL DETAILS CALLAHAN RESIDENCE SHOWN ON THIS PAGE ARE STANDARD TJI FRAMING DETAILS PROPOSED STRUCTURAL DRAWINGS ISSUE DATE ISSUED FOR 8/11/2022 STRUCTURAL UPDATES 8/19/2022 STRUCTURAL UPDATES THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF J.PONTIERI,P.E.,D.P.C.ANY INFRINGEMENTS ON THIS COPYRIGHTED MATERIAL WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. PROJECT#: 2022.213.01 DRAWING TITLE AF WOOD FRAMING DETAILS DRAWN BY (CONT.) $/2/2022 DATE DRAWING NUMBER AS NOTED S - 302 SCALE YA2022 Projects\213-Toldo, Jared\01 -Callahan Residence, Central Ave\DESIGN\ST\CAD\planset\06. -JPCE- Callahan Residence -Details.dwg SHEAR WALL END POST, SEE SCHEDULE 2x BOT.AND FLOOR SIMPSON HOLD DOWNS AT i° g SHEATHING. NAIL AND ALL SHEAR WALL END SHEATHING TO LVL POSTS SEE SCHEDULE BLOCKING PER NAILING WALL SHEATHING PANEL, SEE PATTERN"B"ON SCHEDULE I SIMPSON HOLD DOWNS AT SCHEDULE (2)- 2x TOP 0 ALL SHEAR WALL END LVL 13LOCKINGSOLID LVL BLOCKING SHEATHING PANEL EDGE SHEAR WALL POSTS, SEE PLAN SHEAR WALL END POST, THREADED ROD CONNECTING C1 BETWEEN I-JOISTS NAILING PER NAILING END POST SEE SCHEDULE HOLDS DOWNS THROUGH FLOOR, PATTERN "A". SEE SCHEDULE SEE SCHEDULE SIMPSON A34 FRAMING ANGLE ANCHORAGE HOLD DOWN TO SIMPSON HOLD DOWNS SIMPSON A34 FRAMING - --� �- I I AT ALL SHEAR WALL SIMPSON HOLD DOWNS AT ALL g NAIL BOTTOM AND SHEATHING �: y / THE TOP FLANGE OF STEEL SHEAR WALL END POSTS, SEE ANCHOR,PROVIDE(2)- TO BLOCKING PER NAILING I I BEAM W/THREADED ROD END POSTS, SEE SCHEDULE ANCHORS PER LVL BLOCKING PATTERN "B" SEE SCHEDULE THREADED ROD I I SCHEDULE CONNECTED I ° 2x BLOCKING, TfP.AT ALL �. HOLD DOWNS _ - PANEL EDGES SHEATHING PANEL EDGE £'"A"O CONT TIMBERSTRAND TO °THROUGH FLOOR NAILING, PER PATTERN SEE PLAN FOR JOIST SIZE AND "A" SPACING - - - - = -- SHEAR WALL END °° °° °° ° ° ° ° N SCHEDULE POST, SEE SCHEDULEWALL SHEATHING MATCH FLOOR JOIST DEPTH ® PANEL, SEE SCHEDULE SHEATHING PANEL EDGE STEEL BEAM, SEE P.T. SILL, SEE NOTE 4 NAILING PER NAILING PLAN PATTERN "A" SEE SCHEDULE SIMPSON HOLD DOWNS AT ° D ON SCHEDULE ALL SHEAR WALL END POSTS, TOP OF FDN.WALL SECTION B SIMPSON HOLD DOWNS AT SEE SCHEDULE OR HAUNCH SLAB ALL SHEAR WALL END DRILLED IN AND,ADHESIVE POSTS, SEE PLAN ANCHORED ROD AT HOLD ANCHORAGE OF P.T. SILL TO SCALE: 3/4"= V-0" DOWNS AT FND. LEVEL, SEE TOP OF FND.WALL OR HAUNCH SCHEDULEFOUNDATION WALL /� SLAB, SEE SCHEDULE HOLD DOWN DETAILS AT OR HAUNCH SLAEi HOLD DOWN DETAILS AT —� FLOOR LEVELS STEEL BEAMS SCALE: 3/4"= 1'-0" SCALE: 3/4"= V-0" SHEAR WALL END SHEAR WAPOST, SEE LL END POST, SCHEDULE SEE SCHEDULE SHEAR WALL END POST, 2x BOT.AND FLOOR SHEATHING. NAIL SEE SCHEDULE SIMPSON HOLD DOWNS AND SHEATHING TO LVL BLOCKING AT ALL SHEARWALL END SIMPSON HOLD DOWNS AT ° APOSTS, SEE SCHEDULE ALL SHEAR WALL END PER NAILING PATTERN "B"ON WALL SHEATHING PANEL, SEE POSTS, SEE SCHEDULE SCHEDULE SCHEDULE ANCHOR HOLD DOWN � WITH THREADED ROD (2)-2x SHEATHING PANEL EDGE THROUGH MIDDLE TOP SIMPSON HOLD LVL BLOCKING NAILING PER NAILING DOWNS AT ALL SHEARWALL END PLY OF LVL BEAM THREADED ROD CONNECTING SOLID LVL BLOCKING PATTERN "A". SEE SCHEDULE HOLD DOWNS THROUGH FLOOR, BETWEEN I-JOISTS POSTS,SEE PLAN !� SEE SCHEDULE NAI TO BLOCKING PER NAILING SIMPSON A34 FRAMING ANGLE I, '� �- DRILL AND EPDXY ANCHOR ° SIMPSON HOLD DOWNS AT ALL A SIMPSON 134 FRAMING PATTERN "B"SEE SCHEDULE RODS AT HOLD DOWNS AT LVL (3 - PLY MIN. SEE �N SHEAR WALL END POSTS, SEE ANCHOR,PROVIDE(2)- FOUNDATION/SLAB LEVEL, 1/4"X 5"X 5"STEEL ( ) SCHEDULE ANCHORS PER LVL BLOCKING SEE PLAN PLATE RECESSED 2x BLOCKING,TYP.AT ALL SEE PLAN FOR JOIST SIZE AND INTO LVL BEAM PANEL EDGES SHEATHING PANEL EDGE CONT. TIMBERSTRAND TO SPACING NAILING, PER PATTERN MATCH FLOOR JOIST DEPTH `'----------- SHEATHING PANEL EDGE SHEAR WALL END A ON SCHEDULE HOLD DOWN DETAILS AT POST, SEE SCHEDULE WALL SHEATHING NAILING PER NAILING PANEL, SEE SCHEDULE PATTERN "A" SEE SCHEDULE FOUNDATION/SLAB LEVEL HOLD DOWN DETAILS AT P.T SILL, SEE NOTE 4 ° SECTION A SIMPSON HOLD DOWNS AT ALL o/ ON SCHEDULE „_ ,- „ LVL BEAMS SHEAR WALL ENE) POSTS, SEE SCALE: 3/4 - 1 0 SCHEDULE TOP OF FDN. WALL OR HAUNCH SLAB SCALE: 3/4"= V-0" SCALE: 3/4"= 1'-0" J.P©IVTIERI, P.E., D.P.C. DRILLED IN AND ADHESIVE ANCHORED ° ° ° ° ° ° ENGINEERING & CONSULTING ROD AT HOLD DOWNS AT FND. LEVEL, SEE ANCHORAGE OF P.T. SCHEDULE FOUNDATION WALL SILL TO TOP OF FND. 16 Commercial Blvd. OF NE WALL OR HAUNCH Suite 1A ,�P P�pN po 0 OR HAUNCH SLAB �(� Y SLAB, SEE SCHEDULE Medford, NY 11763 o J 631.320.1040 telephone � ff @jp � z O rce -ce.com ,� (D _ N M �O 097859 ESSIO ..................... IT IS A VIOLATION OF SECTIO N 7209 OF ARTICLE 145 OF TH E NEW SIMPSON HOLD DOWNS YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER ANY ENT THAT BEARS THE SEAL OF A COUNTERSUNK BOLT AT ALL SHEARWALL END CONSULTING ENGINEERS UNLESDOCUS^THEPERSON IS ACTING UNDER HEOFEDIRESCTIONLOF AINEER, POST SHEAR WALL END , POSTS, SEE PLAN LICENSED PROFESSIONAL ENGINEER `7 . SEE SCHEDULE -� ANCHOR HOLD DOWN CALLAHAN RESIDENCE _ _ _ WITH THREADED ROD PROPOSED STRUCTURAL DRAWINGS PLYWOOD SHEATHING/GYP SEE SHEAR WALL THROUGH MIDDLE OF BOARD, SEE SHEAR WALL SCHEDULE FOR NAILING SOLID BLOCKING — — — — SCHEDULE FOR SIZING QUANTITY AND PATTERN FLOOR FRAMING 4X SOLID BLOCKING ISSUE DATE ISSUED FOR SIMPSON HD38 HOLD- BETWEEN JOISTS, 8/11/2022 STRUCTURAL UPDATES I I DO SHEAR WALL111 14 p 11 : RIPPED TO FIT 8/19/2022 STRUCTURAL UPDATES II I SII WALL STUDSV_ FASTEN MULT. TUD TOGETHER FLOOR JOIST, W/(2) ROWS OF 16D NAILS AT SEE PLAN INTERSECTING 18" O.C. (6"O.C. STAGGER) I I� I CONDITION - SHEAR WALL END AT WOOD SHEAR WALL AT FLOOR SHEAR WALL END DETAIL- AT INTERSECTIONS SCALE: 3/4"= 1'-0" HOLD DOWN DETAILS AT THESEDRAWINGSAREANINSTRUMENTOFSERV NOTES: ICE AND ARE THE TOP OF CONCRETE WALL 1.TYPICAL AT BOTH ENDS OF WALL. SHEAR WALLS FLOOR JOISTS PROPERTY OF J.PONTIERI,P.E.,D.P.C.ANY INFRINGEMENTS ON THIS SCALE: 3/4"= 1'-0" STRAP MAY BE LOCATED ON SIDE OF WALL OR AT OF THE LAW.COPYRIGHTED MATERIAL WILL BE PROSECUTED TO THE FULLEST EXTENT SCALE: 3/4"= 1'-0" RECESSED STUDS TO FACILITATE INSTALLATION. SCALE: 3/4"= V-0" PROJECT#: 2022.213.01 DRAWING TITLE NOTES: AF SHEAR WALL DETAILS 1. CORNER CONDITION SHOWN. END CONDITION AT OPENING SIMILAR DRAWN BY 8/2/2022 DATE DRAWING NUMBER AS NOTED S - 303 SCALE 7 7-www YA2022 Projects\213-Toldo, Jared\01 -Callahan Residence, Central Ave\DESIGN\ST\CAD\planset\06. -JPCE- Callahan Residence -Details.dwg DESIGN CRITERIA TABLE Nl l e2.1 .2 (84e2.1.2) INSULATION AND 1=ENESTBATION BEQUIBF=MENT5 BSI' COMPONENT SEISMIC WINTER SLAB R-VALUE GROUND CLIMATE FENESTRATION SKYLlCxHT GLAZED WOOD FRAME CEILINGS R-VALUE SNOW LOAD WIND DESIGN DESIGN SUBJECT TO DAMAGE DESIGN ZONE U-FACTOR U-FACTOR FENESTRATION PROVIDED WALL R-VALUE FLOOR R-VALUE BASEMENT AND INSULATION PROVIDED PROVIDED SHGC PROVIDED PROVIDED PROVIDED R-VALUE DEPTH CATEGORY TEMP PROVIDED PROVIDED SPICEDWIND FROST LINE MIN R-49 CLOSED MIN R-20 MIN R-30 TOPOGRAPHIC EXPOSURE WEATHERING TERMITE 4 8.38 MAX 8.55 e.4e MAX CELL SPRAY CLOSED CELL CLOSED CELL NSA R-10 AT 2' (MPH) ULT EFFECTS DEPTH CATEGORY � FOAM SPRAY FOAM SPRAY FOAM 3e PSF 10F l.se ESCARPMENT D SEVERE 36" MODERATE/ HEAVY ICE BARRIEF! FLOOD CLIMATE WIND BORNE AIR FREEZING INDEX MEAN ANNUAL TEMP UNDERLAYMENT REQUIRED HAZARD ZONE DEBRIS ZONE YES NIA 11588 OR LESS 5e0F 4 YES 5UILDING CODE INFORMATION SUMMARY IRC CHAPTER 3 BUILDING PLANNING (CONTINUED) NI182.4.1.2 TESTING THE 2828 5UILDING CODE OF NEW YORK STATE 8316 FOAM PLASTIC PROVIDE AIR LEAKAGE TESTING TO VERIFY THAT THE AIR LEAKAGE BATE WILL NOT ADOPTING: ANY FOAM PLASTIC UTILIZED TO HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 15 AND A EXCEED THREE AIR CHANGED PER HOUR At A PRESSURE OF 58 PASCALS. TESTING TO • 2818 INTERNATIONAL BUILDING CODE SMOKE-DEVELOPED INDEX OF NOT MORE THAN 45e. PROVIDE 1/2" GYPSUM WALLBOARD COMPLY WITH THE REQUIREMENTS OF THIS SECTION • 2818 INTERNATIONAL RESIDENTIAL CODE THERMAL BARRIER OVER INTERIOR FOAM PLASTIC Nl182.4.3 FENESTRATION AIR LEAKAGE • 28I8 INTERNATIONAL PLUMBING CODE PROVIDE WINDOWS AND SKYLIGHTS THAT HAVE AN AIR INFILTRATION RATE OF NOT • 2818 INTERNATIONAL MECHANICAL GORE IRC CHAPTER 4 FOUNDATION5 GREATER THAN 8.3 CFM PER SQUARE FOOT • 2818 INTERNATIONAL ENERGY CONSERVATION CODE i REFER TO STRUCTURAL DRAWINGS • 281 a INTERNATIONAL FIRE CODE N1183.1.1 PROGRAMMABLE THERMOSTAT • A111.11.i, 2889, AGC'.ESSIBLE AND USABLE BULIDINGS 8485.1 FOUNDATION DRAINAGE PROVIDE PROGRAMMABLE THERMOSTAT FOR HEATING/COOLING SYSTEM AS PER THE IRC CHAPTER 3 BUILDING PLANNING NOT PROVIDED; MATERIAL IS WELL-DRAINED GLACIAL TILL REQUIREMENTS OF THIS SECTION TABLE 8381.2.1 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA R4ero.1 CONCRETE AND MASONRY FOUNDATION DAMPPROOFING N1183.3.1 DUCT INSULATION SEE ABOVE PROVIDE DAMPPROOFING FROM THE TOP OF THE FOOTING TO FINISH GRADE AT BASEMENT INSULATE DUCTWORK AS PER THE REQUIREMENTS OF THIS SECTION i 8381.2.2 PROTECTION OF OPENINGS CONTRACTOR TO PROVIDE 1/2" PLYWOOD SHEETS FOR EACH OPENING, LABELED AND STOPED ON IPG CHAPTER 5 SLOOPS N1183.3.2 SEALING 1 �^^ REFER TO STRUCTURAL DRAWINGS SEAL DUCTS' AIR HANDLERS AND FILTER BOXES AS PER THE REQUIREMENTS OF THIS I PREMISES. PROVIDE 114" HOT DIPPED GALVANIZED TREADED FASTENERS INSTALLED ON HOUSE TO 6" O.C. F ST N RS SHALL BE INSTALLED AT SECTION "� H0',' 2 1 RECEIVE 1/4" LAG SCREWS TO BE EMBEDDED 2 @ MIN. 1A E E OPPOSING ENDS OF T14E WOOD STRUCTURAL FASTENERS SHALL BE LOCATED NOT LESS THAN i INCH IPG CHAPTER ro WALL CONSTRUCTION N11 e.3.3 DUCT TESTING FROM THE EDGE OF T14E PANEL ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING REFER TO STRUCTURAL DRAWINGS PERFORM DUCT TESTING AS PER THE REQUIREMENTS OF THIS SECTION � ^: WITH AN EMBEDMENT LENGTH OF NOT LESS THAN 2 INCHES INTO THE BUILDING FRAME. FASTENERS SHALL z . ' :_. BE LOCATED NOT LESS THAN 2112 INCHES FROM THE EDGE OF CONCRETE BLOCK OR CONCRETE IRC CHAPTER I WALL COVERING � Nlle3.4 MECHANICAL PIPING SYSTEM INSULATION TABLE Rle2.3.5 MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD ' INSULATE MECHANICAL SYSTEM PIPING AS PER 'THE REQUIREMENTS OF THIS SECTION CABLE 8382.1(1) EXTERIOR WALLS ALL GYPSUM BOARD TO BE A MINIMUM OF 1/2" THICK WALLS ARE NON-FIRE-RESISTIVE RATED - DISTANCE GREATER THAN 5' SEPARATION DISTANCE Nl i 84.1 LIGHTING EQUIPMENT TO PROPERTY UNE IS PROVIDED Rl82.1 VAPOR RETARDERS PROVIDE HIGH-EFFICACY LAMPS IN 9e% OR GREATER OF' ALL LIGHT FIXTURES PROVIDE CLASS I OR CLASS II VAPOR RETARDER AT INTERIOR SIDE OF FRAME WALLS TABLE 8382.6 DWELLING-GARAGE SEPARATION TO BE INSULATED (838) METAL DECK; REFER TO STRUCTURAL DRAWINGS Rle3.1.1 WATER RESISTANCE Generated by REScheck-Web Software PROVIDE MEANS TO DRAIN EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING Compliance Certificate ' 8382.9.1 FLAME SPREAD INDEX UTILIZING FLASHING COMPLYING WITH SECTION Rl83.4 WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX NOT GREATER THAN 2ee R'le3.2 WATER-RESISTIVE BARRIER 8382.9.2 SMOKE-DEVELOPED INDEX PROVIDE WATER RESISTIVE BARRIER OVER EXTERIOR SHEATHING COMPLYING WITH THIS Project Central Avenue Residence D. - WALL AND CEILING FINISHES SHALL HAVE A SMOKE DEVELOPED INDEX NOT GREATER THAN 45e SECTION 1.POIVTIERI, P.E., D.P Energy Code: 20181ECC .C. T Location: Southold, New York ENGINEERING & CONSULTING 8382.11 FIREBLOCKING Rle3.5 WOOD, HARDBOARD AND WOOD STRUCTURAL PANEL SIDING Construction Type: Single-family Project Type: New Construction 16 Commercial Blvd. FIREBLOCKING TO BE PROVIDED PER THE REQUIREMENTS OF THIS SECTION NEW SIDING TO BE 1X12 SHIPLAP PINE INSTALLED PER THE REQUIREMENTS OF THIS SECTION °F N P00 Conditioned Floor ft2 Suite 1A � Glazing Area 34070 Medford, NY 11763 C7 ALAN AO,j,� R38a,4 HAZARDOUS GLAZING LOCATIONSClimate Zone: 4(5572 HDD) 631.320.1040 telephone Q PROVIDE TEMPERED GLASS AT AREAS REQUIRED PER THIS SECTION IRC G�-IAPT � SOO -OILING CONSTRUCTION Permit Date: Office@jp-ce.com Office@jp-ce.com R881.3 ROOF DRAINAGE Permit Number: w 1 � 8318.1 EMERGENCY ESCAPE AND RESCUE OPENING PROVIDE GUTTERS AND DOWNSPOUTS COMPLYING WITH THIS SECTION Construction Site: Owner/Agent: Designer/Contractor: Central Avenue Lauren Calahan Jared Toldo u 087859 ALL SLEEPING ROOr1S TO BE PROVIDED WITH A MINIMUM OF ONE OPERABLE EMERGENCY Southold(Fishers Island), NY 06390 Central Avenue The Toldo Company a I A D RESCUE OPENING WITH A MINIMUM NET CLEAR OPENING OF LESS THAN 5.� SQUARE Rae2 WOOD ROOF FRAMING Fishers Island, New York 06390 PO Box 164 RO�Ess►°NP { Fishers Island, New York 06390 R ISAVIOLATION OF SECTION720901 ARTICLE 145OFTHENEW ESCAPE AN E REFER TO STRUCTURAL DRAWINGS YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER ANY FEET AND A SILL HEIGHT OF NOTMORE THAN 44 CONSULTING ENGINEERS DOCUMENT THAT SEARS THE SEAL OF A PROFESSIONAL ENGINEER, UNLESS THE PERSON 15 ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER ' IPC CHAPTER 9 ROOF ASSEMBLIES . .. .., _.. 8311.1.5.1 STAIR RISERS CALLAHAN RESIDENCE 8983.2 FLASHING Compliance: 6.4%Better Than Code Maximum UA:771 Your UA:722 Maximum SHGC:0.40 Your SHGC:0.40 PROPOSED STRUCTURAL DRAWINGS MAXIMUMSTAIR RISEER HEIGHT TO BE 8-1/4" The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. PROVIDE ROOF FLASHING COMPLYING WITH THIS SECTION It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck.Each slab-on-grade 8311.-1.5.2 STAIR TREADS assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. MINIMUM STAIR TR9"' PROVIDE DEPTH TO BE 8985.1.1 UNDERLAYMENt ISSUE DATE ISSUED FOR PROVIDE UNDERLAYMENT COMPLYING WITH THIS SECTION 8/11/2022 STRUCTURAL UPDATES 8313.2 ONE- AND TWO-FAMILY DWELLINGS AUTOMATIC FIRE SPRINKLER 5Y5TEM5 Envelope Assemblies 8/19/2022 STRUCTURAL UPDATES DWELLING DOES NOT' HAVE A HEIGHT OF THREE STORIES ABOVE GRADE PLANE, THEREFORE AN 8985.2 ASPHALT SHINGLES AUTOMATIC SPRINKLER SYSTEM DESIGNED AND INSTALLED IN ACCORDANCE WITH NFPA 13D IS PROVIDE ASPHALT SHINGLE ROOFING COMPLYING WITH THIS SECTION Ceiling:Cathedral Ceiling 2,734 49.0 0.0 0.022 0.026 59 70 NOT PROVIDED TABLE R9e5.2.4.1 CLASSIFICATION OF ASPHALT ROOF SHINGLES Skylight:Wood Frame 40 0.550 0.550 22 22 SHGC:0.40 8314.3 SMOKE ALARM LOCATION PROVIDE TYPE H (ASTM D1158) OR TYPE F (ASTM D3161) BASED ON 138 MPH MAX. WIND SPEED Exterior Walls:Wood Frame, 16"o.c. 4,488 20.0 0.0 0.059 0.060 175 178 SMOKE ALARMS TO BE PROVIDED AT THE FOLLOWING LOCATIONS: Door 2:Glass Door(over 50%glazing) IRC CHAPTER l e - CHIMINEY5 AND FIREPLACES - NOT U5ED SHGC:0.40 817 0.300 0.320 245 261 • IN EACH SLEEPING ROOM Window:Wood Frame • OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS SHGC:0,40 710 0.300 0.320 213 227 • ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BFloor 1:Other 270 0.030 0.047 8 13ASEMENTS AND HABITABLE IPC CHAPTER 11 ENERGY EFFICIENCY Floor:Slab-On-Grade(Unheated) THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE AND ARE THE Insulation depth:2.4' 190 10.0 0.700 0.700 0 0 PROPERTY OF J.PONTIERI,P.E.,D.P.C.ANY INFRINGEMENTS ON THIS ATTICS TABLE Nl 182.1.2 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT COPYRIGHTED MATERIAL WILL BE PROSECUTED TO THE FULLEST EXTENT Compliance Statement:The proposed building design described here is consistent with the building plans,specifications,and other OF THE LAW. • NOT LESS THAN 3 FEET HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM WITH SEE ABOVE calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in PROJECT#: 2022.213.01 DRAWING TITLE A BATHTUB OR SHOWER REScheck Version: REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. • SMOKE ALARMS TO BE INTERCONNECTED AS REQUIRED PER 8314.4 AF Code Review • HEAT DETECTION TO BE PROVIDED PER 8314.4.1 TABLE N1182.4.1.1 AIR BARRIER AND INSULATION INSTALLATION Name-Title SignatureDate DRAWN BY PROVIDE AIR BARRIER AND INSULATION IN CONFORMANCE IllITH THIS SECTION • COMBINATION SMOKE AND CARBON MONOXIDE ALARMS TO BE PROVIDED 8/2/2022 • ALARMS TO RECEIVE PRIMARY POWER FROM THE BUILDING WIRING DATE DRAWING NUMBER Project Title: Central Avenue Residence AS NOTED J Report date: 11/01/22 .+ Data filename: Page 1 of 2 SCALE CODE ZA2022 Projects\213-Toldo, Jared\01 -Callahan Residence, Central Ave\DESIGN\ST\CAD\planset\Elevations.dwg L, RAILING, j TOP OF RAILING @+3'-0" F.F. I 1.5' I ❑ OVERHANG µms❑ ❑ Roof Truss OVERHANG ---- +20'-3/411 f a ---___❑ Mezzanine F.F. ------- ------ ----- - +19'- 411 I , FGj a ; a i 2nd Floor F.F. ® +9'-6 3/4" I ❑ al WOOD FRAMED ROOF TOP OF CONCRETE WALL ! ^❑ @+3'-011 I i' 1 st Floor F.F. �\'y//JJ.`, .ii%i`.\Tii.l\''.�r//r, �y❑❑`.Y/❑i//'•. ,. r❑❑\Y';'J, ,\7 ❑.'`�l�, i`/`\\. r❑.C`,, ❑'/�\}!J❑.'•J//. � ../'�i.C`�\. ❑^�:v';/n J J ❑.7/, 4,❑.❑,'=, rn` .r /r'\'..> ��/❑❑i ,.r/i/ ri!'. .. it \\7%i./.'•�,•'�'/.'J". r.a\'.r / ,^'�.y//.❑-.'�❑.Yli..`,\rl/n.�y�❑.y Jrn. �?�;❑'\'�>�//. ,\�//�+..'i', I A B C D E F Front Elevation SCALE: 1/4" = 1'-0" I i j i OPENING IN ROOF _i --SKYLIGHTS �,•,_.M-,•.. -� M.-� LPONTIERI, P.E., D.P.C. ENGINEERING & CONSULTING __- © © ❑L❑ © ❑LJ 16 Commercial Blvd. Suite 1A Medford, NY 11763 631.320.1040 telephone Office@jp-ce.com Roof Truss IT IS A VIOLATION OF SECTION 7209 OF ARTICLE 145OFTHE NEW YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER ANY +20'-3/4" CONSULTING ENGINEERS DOCUMENT THAT BEARS THE SEAL OF A PROFESSIONAL ENGINEER, UNLESS THE PERSON IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER CALLAHAN RESIDENCE — —i_ PROPOSED STRUCTURAL DRAWINGS' I F.F. r I � I +19'-3/411 RAILING, ISSUE DATE ISSUED FOR ' TOP OF RAILING @+3'-0" F.F. 8/11/2022 STRUCTURAL UPDATES 8/19/2022 STRUCTURAL UPDATES ❑F © �❑ 2nd Floor F.F. +9'-6 3/411 f � ❑ 1 TOP OF CONCRETE WALL WOOD FRAMED ROOF @+31-011 ( l j THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE AND ARE THE { ( PROPERTY OF J.PONTIERI,P.E.,D.P.C.ANY INFRINGEMENTS ON THIS COPYRIGHTED MATERIAL WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. i ! ❑ ❑ ❑ PROJECT#: 2022.213.01 DRAWING TITLE AF ELEVATION { _-- --_ .----;---- __-- — _--- _ � I 1st Floor F.F. DRAWN BY 8/2/2022 f. -. -.. - , -_. ,.., -.-_ .. _ �. ,- . . s ., _u _ _: --,...... ..- , _, _-,. .... 5a,., ._4'wF.L -� ..F�SX ..�,, �>"•r:�i�.y`s �, ,y,.. _.:1,'."..?� ':•'S^"_%:._: _ - . .. 4 .nm --.- -. _ � .. �. -�.. _.• ..,,.. __--b-- F _. .i_..__ ". 1 «,-. .. -.--.. .. era r a v _-_ `��•re.r - DAT DRAWING NUMB ,�- ' AS NOTED Right Side Elevation SCALE 2 SCALE:1/4" = 1'-0" A4- 1 ZA2022 Projects\213-Toldo, Jared\01 -Callahan Residence, Central Ave\DESIGN\ST\CAD\planset\Elevations.dwg . . , �,...a.....e....-..�....�,.,..�..._��.,�., y.,�.�.L e � �,��. ,-..........s.,� .,_..,��,M.� .....,��_.-___W��..�....e.... �..�..�... ..� ..,..�._W.. ,. m., ,.�v .�, .�n � ��. .. ._,�... , ._ _.,_...,��..._..,�.� �„��..W._..,�. ...�.r_�....,_�,.�, ..�. �,....tl,� _.�.�.�.�. �_.�_,. �.�.<._ ,.,_•..�� .� .�. ..�,._.� _�,.,� a.... .. . i � I ' E I s _ l � ❑H i _----__1.5' OVERHANG H❑ 1.5'I OVERHANG Roof Truss I +20'-3/4" I Mezzanine F.F. +19'-3/4" RAILING, TOP OF RAILING @+3'-0" F.F. !i © - - -- -- i j I - - --- - - 7 - -- -------- -T y 2nd Floor F.F. -- 1 -------� +9'-6 3/4 TOP OF CONCRETE WALL RAILING, TOP OF RAILING @+3'-0" F.F. ix +3'-001 -11 IL ; I - - _-._ _ -- -- ---- ------- ! 1 st Floor F.F. 0" I". a D02 ------ ----- ---- -- -- - I i - � ,% Gaa r g Floor Plan --- ----- -- -------- ----------- --------- . i , i 10 D.P.C. IE RP E R ENGINEERING & Co NSULTING � 16 CommercialBlvd. ��pfr NEWY Medford, NY 11763 CO PLAN POS Rear Elevation Suite 1 SCALE:1/4" 1'-0" 631.320.1040 telephone = Office@jp-ce.com CC c>y� �4 097859 !G� ' '1 ARoF�SStoNP� i RISAVIOLATIONOF SECTION7209 OF ARTICLE 145OFTHE NEW YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER ANY CONSULTING ENGINEERS DOCUMENT THAT BEARS THE SEAL OF A PROFESSIONAL ENGINEER, UNLESS THE PERSON IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER CALLAHAN RESIDENCE��y�� M��-��w��_.��__...... PROPOSED STRUCTURAL DRAWINGS ISSUE DATE ISSUED FOR 8/11/2022 STRUCTURAL UPDATES 8/19/2022 STRUCTURAL UPDATES I THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF J.PONTIERI,P.E.,D.P.C.ANY INFRINGEMENTS ON THIS COPYRIGHTED MATERIAL WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. PROJECT#: 2022.213.01 DRAWING TITLE AF ELEVATION DRAWN BY 8/2/2022 DATE DRAWING NUMBER AS NOTED SCALE A4-21 I . R, . _ _ Z:\2022 Projects\213-Toldo, Jared\01 -Callahan Residence, Central Ave\DESIGN\ST\CAD\planset\Elevations.dwg 01 1 IF P go MR F TE D C B A I I I .----OPENING IN ROOF ., i i I Roof Truss +20'-3/4" -s Mezzanine F.F. -3/4 RAILING, TOP OF RAILING @+3'-0" F.F. F ! F I 2nd Floor F.F. +9'-6 3/4" TOP OF CONCRETE WALL ! I ( @+3'-0" ' IIT ' I I 1st Floor F.F. oil - .. s- -.._-_S'4•<.,�Y ,A•-,. --'_e) _. _Y' «.-. �. s-'• - - -- — - - -Wit- - _ s - • - -_- � ....-.. _> .- -. -_._ .. _T'=-- -'--'.-- �, -. .--.... < -.�_-sem _.__ - _ _ - �C> '- � - — — ._. _ _. 3 _ �.. - _ -� -.. - ^t , .idv _-_.. — --.•� �_�- - - .cam - =-�-- Y ; -67 �e 5 <_ ,- r r _ <r - y ✓ Y K - Y, '•.'. , '', ,\ / �\ �._`. ---�.a.�> .�-a+�-.«n _s*,.. -�� 4 - _ v<sir�..�+�. ,� _ -'-_moi- _ _ \ / - f,,/ / /, \ \.' ��% ',\� '✓, \~.•'.' �• .b'/ _moo -._<s.-�� - - - � r- �% lik \ W6 >' i \ Y IN / / / i; \ \y \ J.PONTIERI, P.E., D.P.C. ENGINEERING & CONSULTING 'a Left Side Elevation 2 16 Commercial Blvd. Suite 1A Medford, NY 11763 631.320.1040 telephone Office@jp-ce.com IT IS A VIOLATION OF SECTION 7209 OF ARTICLE 145 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER ANY CONSULTING ENGINEERS DOCUMENT THAT BEARS THE SEAL OF A PROFESSIONAL ENGINEER, UNLESS THE PERSON IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER CALLAH'AN�RESIDENCE w PROPOSED STRUCTURAL DRAWINGS I ISSUE DATE ISSUED FOR 8/11/2022 STRUCTURAL UPDATES 8/19/2022 STRUCTURAL UPDATES THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF J.PONTIERI,P.E.,D.P.C.ANY INFRINGEMENTS ON THIS COPYRIGHTED MATERIAL WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. PROJECT#: 2022.213.01 DRAWING TITLE AF ELEVATION DRAWN BY 8/2/2022 DATE DRAWING NUMBER AS NOTED SCALE A4-3_ R IFF WIN Rpm wilm PRIMININ'110, .��>,�...._..�.�.._...-„_._..y.._..�.�,.�,,�... .�..w.._,..�..._.,,....<�._>..._,. , ZA2022 Projects\213-Toldo, Jared\01 -Callahan Residence, Central Ave\DESIGN\STICAD\planset\Elevations.dwg awn_ FISHERS ISLAND SOUNDormftC tt 2015 Gk -- "'\`� STRAW BALE BINDER - 2X2 9/8 Ib G + I ro.._ PLASTIC LINING WRE 1MR� MESH NATIVE MATERIAL ! r7 (OPTIONAL) ": KNOCKOUT INLET AND WOOD OR NSECTION S-B bT ALE OUTLET OPENINGS ;. _ A ' Mansflefd GT 06268 CTIO `- METAL STAKES -t -, i 33 Wiibur Gross Vddy, , tO TI RIBS INS10 -`" 101 East River Drive ''s'FWr (2 PER BALE) East Hart`ord,GT 06108 860-885-1055 J www.chacomparies.com 37�10' MlN. ;' B E tN TER 2" 2» F ; FXi G " W pJ�,AN - �--`"° .�-----'""� •'' tI U6NDARD D—BOX ' I _.__ . VARIES I 'I NOT TO SC LE A i-- ; "Y t SITE E CAST ., I CONCRETE COvERSJ -..Y-,... w............ ..... ..e,,,,,,w... ...,,,,,, "'•.. -._ ' 11 t PLAN •§ ." SILT FENCE \ - �"..~� , f'i,(rE ,.,,, PLASTIC STRAW BALE Q C3 �� F' COVER LOCKING CASTING \ \ LINING PLAN (TVP TO GRADE— TO GRADE WEST °"``'• NOT TO SCALE , © [�� a IF DROP 'T' t i YYEST WOVEN WIRE FENCE (MIN. 14 � ry `� ©❑ C7 a CIO I USED A W MAX. MESH �. t ...... 'INSSCHII NEYDE HARBOR I ! _..- _.._ _._.- 1 GAUGE f 6 ES SPACING) PROVIDE WATER so r II�L 1 11 10 `�' T.iRE MESH NOTES: D ©M, l CJ C1 I :r- J� SERVICE- 1, DIMENSIONS SHOWN ARE FOR TYPICAL RESIDENTIAL a� [�� _ 20" I,<' SITE DEVELOPMENT FLAN !O' Q ©C J C__I '�� `z min. 20" 4,. MAX' CENTER TOO 36" MIN. LENGTH FI WATER WORKS PUMPS MUST E SIZED ACCORDINGLY (7 GALLONS/TRUCK,REQUIRING SCS � � G C � � �, f 4 PREPARED FOR: EN TE'RCI C..I CI �._n,_ _ ( FENCE POSTS 50 GALLONS/PUMP, PLUS MIN, 1' FREEBOARD). U 0 C<I ED ED EI� INLET ,,. -- _ r e �... � -. . _. .� v£rtiT— 3" VENT O�TE.ET _.. _ DRIVEN MIN. 16» _ - .. . ., ' 2. CAPTURE MATERIAL AND LIQUIDS MUST BE REMOVED FROM I-++--- --- LIO,,'Ci LE':.L� LAUREN CALAHAN INTO GROUND I e t _ " PIT AND PROPERLY DISPOSED WHEN THE PIT REACHES f 'f ^ 4 OUTLET 714 75% OF ITS CAPACITY, LOT (A G -C' z �, CCtvT%tiI � HST 1 SA, F+ _t cO' (; ASPHALT SrAI LINED NSTe p x 3- INSPECT PIT PRIOR TO EACH u5£ TO ENSURE CONTAINMENT A� �/ i I r: 4" SCHEDULE 40 Imo. PV i• `r' ; + CENTRAL. AVENUE i OF WASH WATER. SINGLE FAMILY 1 � EN;.FT PAFELE � 2"; bC'GAS �. I LEA Hf G R OL. DETAIL I ti DEFLEcrc '° FISHERS !BLAND, NY I� RESIDENCE—MCINICI PAL WATER NOT TO SCALE I I! HEIGHT l � FILTER ` ON SITE SEPTIC ISYSTEM Is" MIN. 10' WIDE EASEMENT FOR I r ;- ; ( Z" LOCATION MAP , SCALE 1 "=400' 3, UTILI`IIES (SEE SUBDIVISION � PROVIDE 2000 GAL t'R,QSS SECTION 6" MIN. MAP -MAP REFERENCE 1) N SEPTIC TANK-DISTRIBUTION s BOX AND 2 LEACHING I HOLLY,, - J` l POOLS (SEE DETAILS) I X000 GALLON `� TREE PROVIDE CLEAN-OUT 2 C ARTIyIENT SAP REFERENCES PEESE 1AEW l% / FROM FOUNDATION WALL S P�I�C TANK WOVEN WIRE FENCE (MIN, 14 _ ^�„�, ,-' 838' EXPANSION AREA NOT TO SCALE 1. MINOR SUBDIVISION PLAN PROPERTY OF EDITH DILLON EDSON PROVIDE 130± LF / U 1� ,1 ,/ -' / , T j2 GAUGE W/ MAX. 6" MESH-�� I � BOULDER WALL- �``� e'' "oo f Ct ! f, STOCKPILE FORMERLY KNOWN AS EDITH GIBB DILLON, CENTRAL AVENUE, SPACING) WITH FILTER CLOTH Z : > C! .RRY FISHERS ISLAND, NEW YORK, SCALE: 1"=40', DATE: DECEMBER 11, HEIGHTS VARIES ,-'' , _ ._ ,r . �/ f AREA I ""~--- 214 ''* ' `�' f PROVIDE 3 DRY 1992 REVISED THROUGH 2/24/1995, BY CHANDLER, PALMER & KING 36" MIN,' FENCE POST - �) 0 •�.,,.,.. � o / s3 d 14" WELLS FOR ROOF FL011/•-..._ � GROUND 11W � � ` ----•-•..�_ �� '�"�"^`..,•-� M � ''r,� 34 ed .��' � •-.� � \ 2 2 •. CHERRY SEAENAGE (.�•) I Al NOTES 1A 1T 01 COMPACTED SOIL— _ - 99g' PROVIDE 2g /'f� ( , tss» / '\ / 1. THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE 0 6 LANDSCAPED } -� '' o �> EMBED FILTER CLOTH w .y`L �0INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE » 0 0 LOT 2 ISLAND 24 , � /' F :. .... A MIN, OF 6 IN GROUND / PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR _w f EXCEEDS THE SCOPE O( THE ENGAGEMENT. `.` ' 4" SINGLE FAMILY L 0 T �A �r � STAGING AREA f •14 D� � •�..- 01 a >. RESIDENCE-MUNICIPAL WATER PROVIDE :'i0' LONG X 2' WIDE STONE 1 ,, { - �f �?� 2, IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY I1014 VIEW FILLED TRENCH FOR DRIVEWAY -�. 'c l \ PERSON, UNLESS ACTTN(, UNDER THE DIRECTION OF A LICENSED ON SITE SEPTIC SYSTEM DRAINAGE (SEE DETAIL} f l ` N 4848.11 '� :' LAND SURVEYOR, TO A#,TER AN ITEM IN ANY WAY. QQNSTRUCTICN4 SPECIFIC 'ilA ONS � �-�• �A � � # � -� � 1 \j N sQ W 259.2 r P ED � ' " / 3. ONLY COPIES OF TT IIS SURVEY MARKED WITH THE LAND 1- WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH \�__ _ �OOM IN h J / � g� " " 1 -•� .� „�. ry SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL WIRE TIES OR STAPLES, POSTS SHALL BE STEEL EITHER T OR "U", TYPE IL . REBID {,` _ ' o J r g: ly.� ^''<• OR HARDWOOD. E�-FE" {. 1 to , „ ``- ARE THE PRODUCT OF THE LAND SURVEYOR. •.,, � .- `�Y e= 11 ` R'fw• 2. FILTER CLOTH TO BE FASTENED 'SECURELY TO WOVEN WIRE FENCE WITH ``► `'�-_ a ,_i ` ;�' �jvtQnt. , fes/ 4. COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND « .----` TIES SPACED EVERY 24" AT TOP AND MID SECTION, FENCE SHALL BE K °ado utJC�) N 4r$19'Q2 f °` 1�" GEODETIC SURVEY TRIANGU " WOVEN WIRE. 6" MAXIMUM MESH OPENING. "-- - O $.. 8 W 257. j �/ �/ LAT10N STATION PROS ' f / ' TEST H DATA - IT Is A wa,AIM OF troa ANY PUMOK Ix1LM THEY ARE LIMITS DISTURBANCE`�. "'- �v '(1O ,/ , ' }" _�,,,�DATA ACTMB tart 1K I dwm W A UCD=PR%ESSONAL 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY �ap�. 29 850± IF -,�\ -_ _ 'P :-' �, 2 ,g, ` J 5. SITE IS IN THE, TOWN OF SOUTHOLD, COUNTY. OF SUFFOLK TAX a1aNEM ARCHITECT.LV09MVE AR01nEsr OR LAND SHALL BE OVER-LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH �S ' ''� - " "- `a``` _ tlf:RfdX 3 > MAP 1000, SECTION 006, BLOCK 3, LOT 8.3. �W�TO KIM AN TIM IN ANY WAY.IF AN ttEM BMW TW GK NO DISTURBANCE .y. Try / j I f BY: R. STROUSE P.E.L.S. DATE: 05-19-1994 STMF+:F A UCFNSM I�iOFFS"M Is ALTERED,1E ALTMK SHALL BE EQUIVALENT. FILTER X, MIRAFI 1OOX, STABtLF1KA T140N, OR APPROVED d � D S wITtIIN 100+ OF ``�_ �p�1 I '� i �` / , /� )1 (SUBDIVISION MAP} ENgNEER ARI$TAr WIDDOW ARgAM OR LAND SlMtTM-SHALL BY` 1}�D)BY 1t AND C1 ATUI 1I ' \ t j ) „ " NOTAITOO`ALTERED BY MLOM)BY KO DE5aW7 11# RE•p"� -.,., WETLANDS.`•`-.•,, \ � '� �•' p -�'' .., �/.CP / � / /' ,� 0"- & TOPSOIL 5, TOTAL AREA =2,fl5± ACRES. RATE OF sttal ALTTRATKRI,AND A s>EUFIc t)ES�PTia1 4. PREFABRICATED UNITS SHALL BE GEOFAS, ENVIROFENCiE, OR APPROVED `� \ \ 2 a f �/' fi"- 30" SANDY .>rlfBS{71L OF its ALrmATM. EQUIVALENT. + + x ,'." k, PROVIDE 78 LONG X 2 WIDE STONE \ ,� , - ,� PR01�OE - L-F,/ �' ��`° /r f/ y` 30"- 17' SAND AND GRAVEL-COARSE SAND 5W SITE #S LOCATED #N ZONING DISTRICT R-80. FILLED TRENCH FOR DRIVEWAY 1 - ►----BOULDER W&L- • - C / , 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL •'\ `- --- -- '78-HEIGHTS VARIES 'j �� QP J �/ �,I /� EXPECTED HIGH GROUND WATER 8, PERCENT OF LOT COVERAGE PROPOSED-3,47a REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. 'a�' DRAINAGE (SEE DETAIL}�.` , �, �/ �� J° 16 o� �/� BELOW ELEVATION 5 r \ v�OM PROVIDE \ ! r / �, /f }r � 9D. THERE ARE NO WELLS WITHIN 150 OF THE PROPOSED \ S SILT FENCE MAINTAIN DURING DEVELOPMENT CONSTRUCTION^ / / '� / •C` -- � �•� � � '. 10. ELEVATIONS BASE ON NAVD88 n'4a ,� PIS ---_.-__..—� j � '� t �,/ __,i , .... '•.,_� (..`�� /,_,.._ ! tih� .v v � •I. '•. PROVIDE DRIVE I ��A,Aa / J- ROUNDED 1 --_ __. AND PARKING \ $ 2 �, 2" OU DED ;,, t ,t 1P • -- AREA -- ! Py ,, �,. c'022 STONE c r+1,� C� t�� prC'r1 aii GN FOR .J+T V1F3:S,�W� .v .t. v .tr •v •v .v w w �` �,,,,` � .%•';"�p' 'N i 1..>,�,.-°.F•°°'" P ,,,.,/ ,,,• FINISHED 'C SYSTEM DESI F R 4 MRO OM 4" C.I. PIPE TO SEPTIC TANK. LOCATE CLEAN-OUT 2' FROM FOUNDATION 1 167T1. TN x r)12PIT. 6 .gg �/r� O / GRADE WALL. INVERT AT FOUNDATION-21.5 LIMITS OF FRESHWATER PROVIDE w T ,• •�' w '1' WETLANDS VERIFIED BY CONCRETE ```s -- 1 -' ©G w,1 � '� PROVIDE 2000 GALLON SEPTIC TANK- INLET INVERT = 21.0 O''�'PlT S 1 L �'k ,t G. JUST, JMO ENVIRONMENTAL \ WASHOUT PIT ( "` 1 ``' (POSSIBLE FUTURE ADDITION) OUTLET INVERT = 20.75 y CONSULTING 03-25-2021 \ (SEE DETAIL) --. `k� =" f �+, n / r s y R FIRER FABRIC c 41 v, �, ,y V, t .- - / CV _ PROVIDE 1 DISTRIBUTION BOX-- INLET ELEVA1ION-20.50 N 4701.08 .I. v ,t. .� w .v •v ~ --" 'ter r�JJj, ✓� ` FLIM ZONE VE11 PROADE 2 LEACHING POOLS- INLET ELEVATION-20.25 AS SHOWN ON FIRM PANEL RECEIVED ,1. •� � �}�}..1-r�.r�..� ,�-•- �_,.:...-"_'""� �f ,,,r �� J rJ � EFF. 9/25/2�J � � ^Y� , � 3J4" STONE TO EXTEND PROVIDE -d~ %¢q' FiN15HEDTOGRADE 5 TT VCEr C;E, } CONSTRUCTIONJUN J ENTRANCEpolt Q 2OZ1 1 (SEE DETAIL) ` J s, r' E3 I' t <a .</ SUFF. CO. HEALTH SERVICE "A I , �1 OFFICE OF WASTEWATER M (`✓,� rof-1.rimnooms Rp, t �}T` T ��ti I ` ' No. Submt".al/Revision App'd By Ddb L lJ / t 1 24" t A 1"IE CIK APPROVAL TYP. yiy �TJJ �-'f ,� .• �� \ TRENCH DRAIN CROSS SECTION PROPOSED ROOF LEADER RESIDENCE NTS 4" PVC WYE OVERFLOW ra J � 1 T , t24Q�, TO LEC CUT MIN 6' SOIL COVER � ' J ) PQ OVER ORYwELL BLOCKS AND CATCH LEGEND BASIN GRATE TO GRADE r PROPERTY LINE J ,/� (NEENAH R-2525-F} �? EQUAL ABUTTERS LINE ,d� f0.TER rABRIC _v M1ze5roN N 4570. ? f EDGE OF PAVEMENT y {Fl3UNDj W 139.01 / YJ� so•BEND EDGE OF GRAVEL /1 O a 0 0 DRAINAGE CALCULATIONS EXISTING CONTOUR - 28 4" SDR 35 PVC C� @r m ��_ iAl.{yr�l_ _- t 'y SLOPE AS REQUIRED + Cd 0 0 �4 ✓� y , � j `° ROOF AREA = 2,805 SF PROPOSED CONTOUR26 f RETAINING WALL PROPOSED 4 BEDROOM 11' STONE OR Ld s�,, }� / SCREENED ^,RAVEL ® REQUIRED = 2,805 SF SF X 2/12 = 467 CF FENCE RESIDENCE N 45517 78 DRY WELLS PROPOSED SILT FENCE J I $ r / "•., 95 ��y��G W 135.70 5 � j}�YWELL DETAIL 8' = PROPOSED TREE UNE a 4=f:. ` / / ;n ,'+ / NOT TO SCALE USE THREE(3}7 CF/VF V X 6'- DEEP DRY WELLS. TREE UNE I jcy :,.�Pry U �f NOW OR FORMERLY j�j fF Designed By: Drawn By: Checked By: o I AM FAMILIAR WITH THE STANDARDS FOR APPROVAL NEW DRIVEWAY AREA = 4 900 SF BOUNDARY POINT 0 RHS ZBC CB/RHS FIL TeR _ <i Lk *�-f AND CONSTRUCTION OF SUBSURFACE SEWAGE REQUIRED ��,900 SF X 1.0 X 2/12 = 817 CF MERESTONE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCE 817 C / F/LF =135 LF Issue Date: Project No: Scale: z q8 PROVIDE 178 FEET OF STONE FILLED TRENCH WATER VALVE �jl 06-07-2021 0t37O28 1"=30' ,< RIC AND WILL ABIDE BY THE CONDITIONS SET FORTH c /� THEREIN AND ON THE PERMIT TO CONSTRUCT. WV d CONSTRIICTION ENTRANCE / SOIL C AWFICATIONS Drawing No.: j NOT TO SCALE APPLICANT 30 15 0 30 SHEET 1 OF 1 r MfC- Montauk time sandy loom 8-151 slopes a 6 GRAPHIC SCALE IN FEET E F A 12'-8 3/4" B c F 57 *D.gID #B El 14'-4 1/2" - .__ 12'-9 3/8" --- 8'-7 1/2" - 7-6" -._ 5'•8 1/8" F F G O Bed 1 17 Bed 2 202 i Bath 1 zoa m - 203 m z z_ a 10'-33/4" w♦T-13/ 10'-21/4" l Balcony 208 M L) N— do Ydv 0`-' - - - -- - - - ? OPEN TO G15 me BELOW <q SPIRAL Sitting STAI 2'-1 1/4" — 109 °D ,1' 21'-7 1/8" 5-3 318" c2 12'-51/2" 5'-8 8" F[ oz+ A5-1 M 2'6" O AS-1 2' 1' s9'-6 314" - � ..y M UP L`. 0x5 M 6 DOW �Y F- ♦ �J fl J mL) mU C3 Bed 4 BCD - 206 Bath 2 -- z `Q' 207 _ 19'-105/8" - 8' 10-21/4" 5112" 7'-3" 10'-21/4" co n l C) n - - - - G G G G 14'-4 1/2" 12'-9 3/8" 7-4 1/8" - 9'-3 3/8" -__-5'-2 1/8"- 12'-83/4"--- _ _- 57'-51/2" k DrUID VSS-0 AS��y'F A B C 0 E F v FOFNE`1'� 07-25-2023 2nd Floor Plan 3 SCALE+l4 - 1-0• ,. - .. .. _.a<... ,�, .,�,. ,..,,.,,.,,, .gra..,.,................ «..,.,... ....,.....� _., ....,.wM......,M s.,z ....Mu.,...b, „a,__. .,w.,.._,v,„..,..,_„_.w,..-,w.,..,,,.,... �.�mb.,........... .,..,.., .. .. ....... ,,. ,. .. .._,, o-....l;.., :. ,....,.x...,,-,. �.� .r -.. ..,.....�,,...,,..,... � ..:_ ... ^..,, �.,..�.,.,. ... cam... .MN...,..•-„y._ «,...r. ...,..,,-,..,..,. ,.. .,a .- -, .,�............. ....u ,...,...,....,,, ., ....,_.. ,.. ...«,_.w..., .,. .,.... . .. .. ,.,,_.e. ...- ,.._....., ..w.......... .. .,� ERMIEVT Generated by REScheck-Web Software No -fee. Compliance Certificate - - Project Callahan Bedroom Energy Code: 2018 IECC Location: Southold, New York 26'-0” Construction Type: Single-family — Project Type: New Construction „ `v Conditioned f=loor Area:570 U Glazing Area 37% Climate Zone: 4(5572 HDD) Permit Date: Permit Number: O Construction Site: Owner/Agent: Designer/Contractor: Central Avenue Lauren Calahan Jared Toldo O Southold(Fisher's Island), NY 06390 Central Avenue The Toldo Company -- Southold(Fisher's Island), NY PO Box 164 06390 Southold(Fisher's Island),NY 06390 F— I Compliance: 11.9%Better Than Code Maximum UA:126 Your UA:111 Maximum SHGC:0.40 Your SHGC:0.27 '� MUDIROOM The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rulest It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home X —� X 8'-2 X Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. t - - - - - - - - - - - -- - / \ MUDROOM BENCH 01 ” . �. @� y i o o I X BEDROOM f r r 15'_8„ X 23'—®" k € 4a a ,rvk �t F I m Ceiling:Flat Ceiling or Scissor Tluss 624 49.0 0.0 0.026 0.026 16 16 3 ' civ Wall:Wood Frame, 16"o.c. 703 21.0 0.0 0.057 0.060 25 27 '� BATHROOM '� m Door 2:Glass Door(over 50%glazing) 216 0.270 0.320 58 69 X 9—`1 ' X 6'-4" X — v SHGC:0.27 Window 2:Wood Frame 44 0.270 0.320 12 14 4L:�g SHGC:0.27 I iv Floor:Slab-On-Grade(Heated) / \ \ Insulation depth:4.0' 100 15.0 0.590 0.645 0 0 1 ° Insulation position: Fully Insulated(user specified E W DSHELF Uoo 1 / \ perimeter R-value+ R-5 under slab) '� O Compliance Statement:The proposed building design described here is consistent with the building plans,specifications,and other `� j ED A calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements inff x REScheck Version: REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. X LAUND �I' X _ \ / �� OHO i � t Q 'i4 Signature "� 11t Name-Title g Date ® � - - - - - REF ' — N� Project Title: Callahan Bedroom Report date: 04/23/23 Oj O O C / \\ C / \\ / \ NES / \ Data filename: Page 1 of 1 /L / o 2,_3„ 5,_g„ 3 „ 91-3„ 3'-9„ \ / Z6,-®„ \ / 7r 7 t I ELEVATION i OL 7 m , :, ��til�� r.� i(�•� � v� n JI UJ _ JUL 1 3 2023 Z - � > � PUTI,TITN\G DFT'T- (� --'� UJ t 9 v/ d t 155UE DATE DESCRIPTION rn '0) '� T_ 1/4"=V-0” scale / // \ / date 14 JUN 2023 revisions 4 I/J OFRAME 51ZE: 3�4"X3 4" n FRAME 51ZE: 107 5/16"X95 3/4" O FRAME SIZE ll"X95 112" H FRAME SIZE: 3"l1/8" / ` OPERATION: A',JNING OPERATION: DBL DOOR W1 51DELITE OPERATION: DOUBLE DOOR OPERATION: CASEMENT FRO: PER MANUFACTURER FRO: PER MANUFACTURER FRO: PER MANUFACTURER FRO: PER MANUFACTURER EXTERIOR DOOM? AND WINDOW 5CHEDULE ` 05 D PITH ! 51D' L h� TIO T I ELE �0 TI a I. ALL ELEVATIONS ARE VIEWED FROM THE EXTERIOR 1 /4 si , '..-�" 1 /4' "� ,` " 2. MAXIMUM IJHOLE-WINDOW U-VALUE TO BE 0.21 3. ALUMINUM SCREENS 4. MANUFACTURER, WINDOW CONSTRUCTION AND FINISH AS SELECTED BY THE OWNER 5. TEMPERED GLASS WHERE REQUIRED BY CODE b. BASIS OF DESIGN 15 MARVIN ELEVATE SERIES i D EPDM ROOF MEMBRANE ON TAPERED RIGID INSULATION, MINIMUM PITCH 1/4" PER 12" OVER 3/4" PLYWOOD ROOF SHEATHING TOP RAIL AS SELECTED BY OWNER Ca 42" ABOVE ROOF SURFACE GABLE RAILING AT MAX. 3" SPACING POSTS OR POST SLEEVES AS SELECTED BY OWNER FEENEY STANCHION MOUNT OR EQUAL AT EACH POST - FASTEN INTO BLOCKING PER MANUFACTURER'S REQUIREMENTS I 1 EDGE FLASHING I' HORfZONTAL 5OARD AND 15AT T EN TRfM AS SELECTED 5Y OWNER (2) 1-3/4"X11-7/8" LVL BEAM ----- ---- -- 2X12 ROOF JOISTS (a I(o" O.C. R-49 CLOSED CELL INSULATION ' SMART VAPOR BARRIER (CERTAINTEED MEMBRAIN OR EQUAL) TYP. ._- -- - - -- ----- --- - --- - - -- ---- ----- AT WARM SIDE OF INSULATION AT WALLS AND CEILING 1/2" PAINTED GYPSUM WALL BOARD AT WALLS AND CEILING TYP. ED q --— ———————— — — - --- - --- - --- ------ o asiRchi�. F F 3/4 ROUGH SAWN PINE BOARD AND BATTEN SIDING J > --- J "® I TYVEK WITH TAPED SEAMS OVER 3/4" PLYWOOD WALL SHEATHINGJ. x x x (3) 2X8 WINDOW HEADER WITH RIGID INSULATION ��036479-�� N v OF NE`N MARVIN ELEVATE WINDOW AS SCHEDULED I o INT. AND EXT. WINDOW TRIM A55 ELECTED BY OWNER TY �� P. F4.e N 3 (R-21) CLOSED-CELL SPRAY FOAM INSULATION I.. 4 4 1 0 zl I I I h 2XTo WALL FRAMING to 1(o 2X12 ROOF JSTS (a 16" O.G. \ [X2_ROOF JOISTS lo" O.G. y > > > ! 4 HEATED SLAB ON GRADE; FINISH FLOORING AS SELECTED BY OWNER �— J I" (R-5) CONTINUOUS HORIZONTAL INSULATION UNDER ENTIRE SLAB Y , � z 4" CONCRETE SLAB ON GRAD REINF. W/ 6X6 W1.14X1.4 W.W.F. I ( x x x 3" (R-15) VERTICAL RIGID INSULATION AT INTERIOR OF FROST WALL TYP. t N I 8 CONCRETE FROST WALL ° m .. „ I I ij tu 12""X38"" CONCRETE FOOTING # _-- ---- ---- ---- -- 30 W_DE X 12 HIGHFOOTINCx TYP.--_j a z j a ° Lu 8' CONCRETE G T FROST WALL TYP. (2 3/ — -- � i @ " — " " --- ---- - -- ----- -------- - --- -------� 1-7/8LVL C2) 1-3/4 X it-718LVL a Q TT , z a . FLAN.t_17:tAMING PROPOSED WALL SECTION °� v ROPOS FOUNDATION PLANLu 1 /4ej-1 J_ J1 1 / ee"'1 e� ee CA S 1 - .. 11 L E E N D iC OLATED "OOTI'rLIq PLAN SIZE 50TTOM REINFORCEMENT 177 6X6 WOOD POST MARK THICKNESS ALL FOOTING N—S E—W N—S E—W REINFORCEMENT TO — WOOD BEAM, SEE PLAN FOR SIZE HAVE 3" CLEAR TYP. -- JOIST SIZE, SPACING AND DIRECTION IssuE DATE DESCRIPTION F Cg t scale AS NOTED I date 14 JUNE 2023 r, :y revisions 41 3 3 ... .. ,- ,: :..., „.._w, .a,... _.,.... -e. .. .,. .,_,..n.ml :..,,....,.Ta.. ..x.-a: „ ,... , . . ,..... a..ea..,.,:L,,..wu....w.,3Ya.w......a.,x..feu...., kv.,.w.w,_.u.a..«.y,......,wn.....a.., ...a.u...,.w...».,...w..,. n ..... ..._ rww ...,w..s...w .a::,.wa..w.ww. .r.. .e • - -_.._. ni,ww:G.." n'.,Ym..a w.n.. '::w m.._ .. •m...n, "'.... sa ,, ...avw..,.-.:, .h,, .ndv.n..... ._.