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HomeMy WebLinkAbout47042-Z "fl FF0 � it�Og11 KcoG Town of Southold 4/17/2023 a y� ; P.O.Box 1179 H _ 53095 Main Rd `4, �aor 4Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44019 Date: 4/17/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 40300 Route 25,Peconic SCTM#: 473889 Sec/Block/Lot: 86.-4-1.4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/14/2021 pursuant to which Building Permit No. 47042 dated 10/27/2021 was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, including conversion of existing _garage to living space and garage addition with unfinished unconditioned attic space above,to existing single family dwelling as applied for. The certificate is issued to Issacs,Steve&Stacey of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 47042 3/24/2023 PLUMBERS CERTIFICATION DATED fl u iz Signature �o�SufFo TOWN OF SOUTHOLD ay BUILDING DEPARTMENT H z TOWN CLERK'S OFFICE "o . h SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 47042 Date: 10/27/2021 Permission is hereby granted to: Issacs, Steve 61 E 86th St Apt 75 New York, NY 10028 To: Construct addition and alterations to existing single family dwelling as applied for. At premises located at: 40300 Route 25, Peconic SCTM # 473889 Sec/Block/Lot# 86.4-1.4 Pursuant to application dated 10/14/2021 and approved by the Building Inspector. To expire on 4/28/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $646.40 CO-ADDITION TO DWELLING $50.00 Total: $696.40 Building Inspector of so�ryol h O Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.deviin((-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Steve Isaacs Address: 40300 Route 25 city:Peconic st: NY zip: 11958 Building Permit#: 47042 Section: - 86 Block: 4 Lot: 1.4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Promaster Electric License No: 59226ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 8 Ceiling Fixtures 5 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 3 Smoke Detectors Main Panel A/C Condenser Single Recpt 1 Recessed Fixtures CO Detectors 1 Sub Panel 100A A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 5 4'LED F1 Exit Fixtures 11 Sump Pump Other Equipment: 100A Sub 24 Circuit/ 11 Used , Car Charger Outlet Notes: Garage Converted to Living Space Inspector Signature: Date: March 24, 2023 S.Devlin-Cert Electrical Compliance Form q�q rsf sobT,yO# TOWN OF SOUTHOLD BUILDING DEPT. courm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: _ DATE INSPECTO 0f SOUTy�� 1-7 D- ` # # TOWN OF SOUTHOLD BUIL NG DEPT. Comm 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]' RENTAL REMARKS: OL kc r DATE , INSPECTOR # * TOWN OF SOUTHOLD BUILDING DEPT. courm 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: l v-V r DATE '>0 INSPECTOR # TOWN OF SOUTHOLD BUILDING DEPT. cou631-765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ,. IS,, 06/VVfxl7f D -r& U V I-A jP' A/*c/ Sb I C -nuc DATE Z INSPECTOR r FIELD.INSPECTION REPORT 'DATE COMMENTS ►o • 0 FOUNDATION(IST) y -------------------------------------- c L� FOUNDATION(2ND) . z 1ow &AIIAC kMAW PW CA &Ad& ROUGH FRAMING.& . PLUMBING' y N ' Cbl r INSULATION.PER N.Y. . ►�-3. STATE ENERGY CODE 3 Yui �c� I/tW/�S 1-Y I FINAL ADDITIONAL COMMENTS S7&q6,-v6- - CN 6- � Le-.r-,A-r c- ca r'+- fav z d H. 1 c � oSUFF°�rooG� TOWN OF SOUTHOLD—BUILDING DEPARTMENT a Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy�o4 � Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only D PERMIT NO. &0/c�? Building Inspector: OCT 4 2021 Applications and forms must be filled out in their entirety. Incomplete- BUILDING DEPT TOWN OF SOUTHOLD applications will not be accepted. Where the Applicant is not the owner;an Owner's Authorization form'(Page 2)-shall be completed. , Date:10/12/21 OWNERS)OF PROPERTY:.:.. Name:Stacey Isaacs - - -_ __-- SCTM#1000-86-4-1.4 Project Address:40300 Main Rd Peconic NY 11958 Phone#:516-316-2605Email:stacey.isaacs18@gmail.com Mailing Address:40300 Main Rd Peconic NY 11958 CONTACT PERSON: Name:AMP Architecture, Jess Magee__. - Mailing Address:1075 Franklinville Rd Laurel NY 11948 Phone#:516-214-0160 - „ _ Email:jmagee@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:AMP Architecture, Anthony Portillo Mailing Address:1075 Franklinville Rd Laurel NY 11948 Phone#:516-214-0160 _ Email aportillo@amparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ®Addition ®Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes ®No 1 T, ur INFbAM Existing use of property: intended use of property: 86 I LlIaTf Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? E]Yes Ao IF YES, PROVIDE A COPY. n citk,"A,ft �,R . WoM1UfL-s06hs1bje:qrAl,diainQ�,q bfffiyh, �10. eZul dirZone6- hit --F Ig s.'9 , �0 Application Submitted By(print name): M�uthorized Agent ClOwner ChikCtLffNIC Signature of Applicant: Date. 3 b STATE OF NEW YORK) SS: COUNTY OF s5j_kS \1(_ I Mbeing duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named;. (S)he is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized.to perform or have,performed the said work and to make and file this application;that all statements contained in this application are true to the best bf.his/her knowledge and belief;and that the work will be performed in the manner sot forth in the application file therewith 46AU-4-"-q. BARBARA H.TANDY Sworn before me this Notary Pubflc,,State Of NOW York NO, 011TA60WMI Qualified In Suffolk day of 20 6M Commission Expires 01%ro Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) Stacey Isaacs 40300-Main Road, Peco.nic, NY residing at AMP Architects do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Adgust 14,2021 Owner's Signature Date Stacey Isaacs , aMCEA4 Print Owner's Name 2 BUILDING DEPARTMENT- Electrical Inspector O��.ys'. TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 { Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(cr�southoldtownny.-gov seand(c(7 _southoldtownny. ov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Ce, Electrician's Name: -;� License No.: dg s9 224< _Elec. email: y r- , 49 ig e&lr . Elec. Phone No: 2 97 Z I request an email copy of Certificate of Compliance Elec. Address.: p, pr 2 f ,✓,�v�T— JOB SITE INFORMATION (All Information Required) Name: r Address: 1,90 )2,Pd r v Cross Street: Phone No.: Bldg.Permit #: y,� pY2 email: Tax Map District: 1000 Section: Block: 6 Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: " YES ❑ NO Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size 1-11 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals R 1 2 H Frame M Pole Work done on Service? Y RN Additional Information: PAYMENT DUE WITH APPLICATION 4� G�0 JAN 2 4 2923 �t-tic lg� V 0- 8UlLu1VV utPT TOWN OFSOuTHOi!D YLrin: l.'y� BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr �southoldtownny.gov seandC@southoldtownny.gov " APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: &0 Electrician's Name: J-Cp -�g License No.: ,rL g v4< Elec. email: �, �.;� 7— r . Elec. Phone No: qZ yi 1 request an email copy of Certificate of Compliance Elec. Address.:, p, Q,� 2 f ✓�e JOE SITE INFORMATION (All Information Required) Name: G r u Address: jece® r Cross Street: Phone No.: Bldg.Permit #: ,� ®!5(2 email: Tax Map District: 1000 Section: Block: k"6 Lot- BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: YES ❑ NO ERough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 PhF—]3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals n . '2 H Frame Pole work done on Service? Y Additional Information: PAYMENT DUE WITH APPLICATION G} C) _ AN 2 4 2022 12e G duu.umlmu UEPT TOWN®1780u-a.H&D PERMIT # Address: Switches Outlets 11 GFI's �I I Surface�►f Sconces I H H's UC Lts Fans Fridge HW Exhaust Oven WAD Smokesl� DW Mini Carbon Micro Generator Combo Cooktop Transfer AC AH Hood Service Amps Have Used Special: C., � d � � V� 160 S Comments Town Hall Annex Telephone Telephone(631)765-1802 54375 Main RoadFax(631)765-9502 P.O.Box 1179 Southold, NY 11971-0959 * BUILDING DEPARTMENT NOTICE OF-UTILIZATION OF TRUSS TYPE CONSTRUCTION. PRE-ENGINEERED WOOD CONSTRUCTION ANO/OR TIMBER CONSTRUCTION- Date: 10/13/21 Owner: Stacey Isaacs Location Of Property: _- 40300 Main Rd Peconic NY Please take notice that the (check applicable line): t New commercial or residential structure X Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) X Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) X Floor and ro�bf framin R Signature:- Name (person submitting this form): AMP rchitecture,Jess Magee Capacity(check applicable line): Owner X Owner representative TrussRegMdocx Effective 1/1/2015 q-70 y Z EXIST. _ EXIST. - - - - - - - - - - - - - - - - - - - - - — - - - - - -� 3, 13„ 3„ NIEW 2X8 @ 16" IOC FLOOR JOIStS Lu U OVER EXISTING SLAB I FEB 2 2 2023 r Mia ' - ...✓' T pie iii � i'.>a"5 FAMIL ROOM 1 0 FIN. W/ 112'1 GYP. BD @ WILLS or�s'Siy"a` w EXISTING 2ND FLOOR NO CHANGES I U),I ,I 001 1 Lu O ( 12 I I IEXISTING 2ND FLOOR FRAMING & 1 w I I I ROOF FRAMING - NO CHANGES Lu C7 1 z Cm7 1 I I Q EXISTING FLOOR FRAMING - NO CHANGES "° I co J I I M� I � z U N= O J X I w U I I o I O p O EXISTING 2X4 @ 16" OC WALL - EXISTING 2X4 @ 16" OC WALL O Q z EXISTING R-13 INSULATION EXISTING R-13 INSULATION w�N co 0 EXISTING PAINTED GYP. BD. TO BE EXISTING BEAM, COLUMNS EXISTING PAINTED GYP. BD. TO BE I I I cw7 z Q co REPAIRED & FTGS. NO CHANGES REPAIRED O REPAIR WALL W/ 2X4 @ 16" OC 1 Q z0 N m = WHERE DOORS REMOVED 1 I z"`, O TECO 2X8 FL. JOISTS TO 2X8 BOX NEW (3) 2X8 GIRDERS Ore. z i 0 FRAMING @ PERIMETER. ON 24"x24" EXISTING SIDING REPAIRED AT AREA }' 1 U) QWHERE OVERHEAD DOORS ARE 2X8 ANCHORED TO 2X4 POURED CONC. FTGS. 1 ' 'i . ( • I w Q wFRAMING K T MBERTE FASTEONERS/ REMOVED TYP. > u) NEW FOUNDATION ADDED WHERE EXIST. O�o � GARAGE DOORS WERE REMOVED w w F- w ADD R-30 ATT INSUL. EW 2x6 ACQ SILL PLATE W/ 5/8" EXISTING I I I �cr co z GALVANIZED ANCHOR BOLTS TO CODE HOUSE - NO 8 POUR. CONC. FOUNDATION WALL ON CHANGES — — 16"x8" POUR. CONC. FTG. TO MIN. 1 tea' 1 0 3'-0" BELOW GRADE 01 ch NEW SILL SEAL AND COPPER TERMITE UTILITY ROOM II I I -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - FIN. WALLS W/ TECO GIRDERS TO 12X8 BOX 1 1 5/8" GYP, BD. FRgQgM',NG @ PERIMIgTER. �b 2X ANCHORED TO 2X4 +�O O� FRAMING @ 16" 04 W/ 4" 1 TIMEERTEK FASTENERS TYP. - - - - - - - - - ��� - - - 1 - - - - -� 2 12 HEA ERJ EXIST. EXIST ADD NEW 2'-8"x6'-8" EXTERIOR DOOR & WOOD FRAMED STOOP SECTION - RENOVATION OF EXISTING GARAGE FLOOR PLAN - RENOVATION OF EXISTING GARAGE 1/4" = V-0" 1.31.2023 1/4" = V-0" 1.31.2023 ISAACS RESIDENCE 40300 MAIN RD. PECONIC NY 1000-86-04- 1 .4 F W P *ham of W4��� r W 77006 A'��FESSIONP� - - - ----- ---- - C W � N �. \j [EllFFA �92 � � r CC p 2 J ,. J E•- J I- Lt) Y Soh°00'00"w FRO.JE�T SGOFE : FAOE iKE`r : o' p J > Ica F 7 - - -- -- - - -- - - - - -- - - r - 0­001 .00 PROJECT LOCATION &SCOPE z - - - --- - 05.001 i CONVER51ON OF EX15TINC OARAOE TO CONDITIONED L1\/1N5 SITE PLAN &ZONING DATAo � 0 ' CREATION 01= 1�1W 51NCLE Gp\R C�4RA�C �-002.00 GENERAL NOTES � 0 o t11 I Q ENERGY TABLE Z 0) CD vq STRUCTURAL DESIGN CHARTS z FRO.J GT DATA : Q • HOLDOWN, ANCHOR BOLT, cr _j N STRAPPING, & NAILING DETAILS � cr Tq �D F '. ,1E ,�';/ Zo►Ni ic ;tiT ' "; I' �. FASTENING SCHEDULE p EXIST. O�4RA0 GOWERTED TO TAX MAP 1000-86-04-1.4FRAMING GRAPHICS L I V I NC Si=fi�G ZONir 015TRIGT A G BEAM CONNECTION PATTERNS LOT AREA 0.41 All FIREBLOCKING DETAILS � ` GvPO - RE51DEfi1GE z-282T5; 03113102 PROPOSED DEMOLITIO!� PLANS v 60' REAR 5ET6ACK W - - - - r -_ -- , - - FEMA FLOOD ZONE X J 24.0' O I HABITABLE SPADE EX15T1N6 PROPOSED A- 10:2 .00 PROPOSED FOUNDATION PLAN Q 15.01 BASEMENT AREA I,g7e8 S.F. 1,1178 S.F. PROPOSED FIRST FLOOR PLAN FIRST FLOOR AREA 1,478 S.F. 2,'146 S.F. SECOND FLOOR AREA 2,645 S.F. 2,645 S.F. 10�•00 - PROPOSED SECOND FLOOR PLAN 1 n TOTAL BEDROOM COUNT 6 6 PROPOSED ROOF PLANS EXIST. 2 STR`r 14 HOMEa.o o a 20.0' A-201 .00 PROPOSED EXTERIOR ELEVATIONS M ' 1 t 1 1 7 Q I % LOT w I AREA DE�aGRIPT1oN (FOOTPRINT) GOVERAOE _3O I .0® BUILDING SECTION ` W 400' I o TOTAL LOT AREA 40,51111.0 S.F. BUILDING DETAIL SECTIONS n EXISTING BUILDING 2,"145:1 S.F. 6.5% 1 Ex*TIN6 COVERED PORCH ,36.0 S.F. 1.8% - 1 EX!5TING REAR DECK 488.0 S.F. 1.2% P�ROP05ED BUILDING ADDITION 360.0 S.F. 0.41% o TOTAL AREA OF ALL STRUCTURES 4324171 S.F. IO.-M **MAXIMUM LOT COVERAGE ALLOVW - 20% t f caE IO a`� f"ti w`d L APPROVED AS NOTED ? YB ►` UT GEF T I F i O T E - DATE: IV-•2 - B.P.# OF O�� li^�i`tO"�v i / OSnl' GiG �'' SH i, LSI FEE * BY: NOTIFY BUILDING DEPARTMENT AT w � I � 9 765-1802 SAM TO 4 PM FOR THE 2 REQUIRED EXIST. PROP05M COMPLIES F(-)!--LOWING INSPECTIONS: O O 1. rOUNDATION - TWO REQUIRED C',`'`''�"'�I-Y WI-i H ALL CCL ':'3 OF FRONT YARD 50.0' 110.4' 410.4' YES FC POURED CONCRETE N:_'vV YL'R'< STATE & TOWN CODES I Sti N slCc YARD 200` 350' 200' YES 2. " ;UGH - ;71"WING & PLUMBING A9 HLOUIRED AND CONDITIONS OF 50' Z �NSULATIO' }. FINA!. - Cc ^TION MUST SOUTHOLDTOWNZBA BOTH SIDE YARDS 40.0' 118.0' 83.0' YES 11 BE :�oMP t� • O. SO HOLD TOWN PLANNING BOARD REAR YARD 60.0' 6.1.01 6-1.01 YES ALL C NSTR A SF 'LL MEET THE REQUI� :MEk OF THE JDES OF NEW SOUTHOLD TOWN TRUSTEES YORK DESIGN ORENOT CONSTRUCT CONSBLE FOR TRUCTION PROJECT: J.`t',o.DEC ISAACS RETAlPv STOR>1�1r"CATER RU��OFF RENO. TRUSS PLACARDING REQUIRED PURSUANT TO CHAPTER 236RAG OF THE TOWN CODE. Win"t„,.�..r *; ,,. � 40300 MAIN RD. PECONIC, NY 11958 DRAWING TITLE: '#✓.rt G'M;i�^'" , 4_.',_,ra i-t s,F' s ::'Y.,: -RL 77F i,.Ai A^;`,"4.� ,f' .n�,'y.-'::,.:�''",d,�'' C',.":.,.�,:: `"�a �,,,�.,,c,.x;`� �a t•� .+ ,:`�,. ',. s': L11 ✓r tri h .�fig, ' x y .Fs t s S It � � �j /��f �w / r,.,�-�., r - ",# t 'y,.. L;„a•-t.,, ;f..V.(r, a .t`'Y 77 �- ced ob <,a :,.:Y: d tcn PROJECT LOCATION &SCOPE a.- .>•' .U,.`'r },;` i. '' ;H ,,`+r'3f, ;,W . � , i ^ �.y�r� �,�1x k�'� .��,{. il�©6LE9 k e' . y apre SITE PLAN &ZONING DATA Ya . iy�� yt i ik l' 1 � r•p:°t��,{i$+�J!?d,',r'r:.':�fr,'f :'�;:r�.,w,4�� i. a•.:.1.�..a'eeu+,. "'��;kr,. ,7....,^„`�`"111',:"1 q J t �'. .s,'F" ,;t.k { .11E 'y.1 ^.t 7?'{ ,fie^r,- `7-^,�..:�.±�'^.*.",, :":•.-.- v, ,?r.� ;sa 1 Chapter 172 i t -C ;a'z `i '�t,>x',111'>i"'.`•+ef,'?.^+^ '',w`,kvF�.'Ao`�`�,k �` Y .«s'p `"'^�'�•}, `v.131 to 0 �� 3�„�s�. r ,s � � ,r Code 2� o?1y"1 '4 n� "ns ,.t; .�.�--.r.*•` N r i'i, --�� [,' }Y: rrt� i �rM+orb."K r `�` ,3;• S;�. , ad'c w° s;'^.n .� ,� s`. 1 tt�t�t#.�'���s�,'�, ,F�:, a, F��%a -„'" ' I � 4 1{, - �.r� �$; -,.,A T'1(� �, �,..iyl,r'.rt x3-��� x"'- ti,t�w ��`, ^G°"' w'�„�r._�Y i4; $,`_ { f. .mM^S",fi aK r 1 K YV a,Jy d ,•,...�''..• '�' '"�, � � �` 1W, F r r y AGE. `mit 0 t,�'C' . J•„z.�,y^,-!+» y £ `*.aK '� p 't.,/'$ ✓�J 2M'•Ait.;w O ./ r � t'' • ,;u^3'r,,�. F, t a)'� ,�y�' W oJ,t >,,, N '� 1.;<' ,n-t ,w�;�s+t. r •,} S },`n;�' tt r t,;.•,k,�E;°",°ti.r,i:g".&'Fv a,,, --R�1..,- F K - � t. ¢ _ 1 '+ 7`^ t#{'!ri 4 .E f+�,�l,+�vf•,x4�r� *df,+�, p_ _ �-�? 1a,,,vJ`*>nr •F� hp �;. i ,%� .b � :.;�'� y'4•. c. �'nk1IP tr'r 1 r, ar urw K�s4` �` ..", 3 t 111.' S3 ;; :,1.o'i• Nn .'4 _ , y ;.b �, - 'i, v F p a { t f,�".f.p+="<. •,•'� ,.x11 �. rr. r DATE: 09/28/21 1 OF � n r - .. .?�1M .- A 5, '� 1'-.8 {''�i j' r`.''y�.�r- i' •v-,11`5,::.^R,.4at�" u' ..y;:°3�`� i a y FyrS '.4",ei'p,..,:• w'$,�• .M1$rr,f r4, ,ai `d" ], _ _ 7R F� i'v't T ''If 1.. :..,1}"` -`vy,'�' 3ez}t t.A, .0..�`�4:•�,r�4,y., S�'"Xt w., f - S c + a r ai a t#u .+ {jy,'•y+,^:" •:. ,'- •¢ 5:nakC-'*yT ;@;-Eaz '+✓ �: '� _.. i. - - ',j� '.,=5' 'wr {{v,F� C4,,+t1, .,t. - - C }? Cy.p :� a;,rf''::p"t ".i. .,",''urw' vra'•iii,: i 51 TE PLAN 1 51TE LAYOUT NOTES: s e . ,r is#; v.,fib,, r s „ ': ,;v,1'...'•�:,*ai.: ,''wrM' ?pt r�^ ;aa �% ~��`: 'i '"ti rez'� .at'`,p'� •�'`� ■ 1. THI5 15 AN ARCHITECTS SITE PLAN 4 15 r:% qt r• 4p 4 ::•i� ..ur 1W; ':...:r+dn's:a t, 'Ta:,Yw•..'`hi, s" ."f".k` i':'a-�+. - SCALE: 1 - 15"1 'R, SUBJECT TO V1=RIFIGATION BY A LICENSED x ,a o--• t '�' '� All SURVEYOR. THE INFORMATION ' �.� I M{ Q`' ���EYP qP, � !,{awz,.� t�.?- �`,^r,�x ,a '� �z•• ati r:.„ EPR ON THI5 SITE PLAN 15 TO THE ,r i°w; n x: - - - �;3 ,� 4Yr.pt;k. #} .•�.,' 1 ti #r'�'Y n x} -} W 111 s AR+GHITEGT'S BEST OF KNOVVI_ED6E. °-, • ' � �. ,3 � � �- � tt r S x ;�'ti,' f f;� k., xy,",">e P°f.,`.A_r�..''« :' �'.r 7� -3`S•,'�Sr` .vgs;» t. SITE PLAN HATCH KtY: �,# � �: , �,•r,, x � h'�,,,. �: '�'' ;�,,•.�:; ,���� w � r � �. 2.SURVEY tt�ORMATtOT1 Y11A5 08TA4t� a` ,,.�aa¢ 1 � apt ;kr•;,, ,:; � t ` ♦m.�a ',' 'S"'R' N f .:�'•Ah t'! ` J R ::i:._J '�. - .w. ,i f. s 4, FROM A SURVEY DATED JAN. a 2002 ?? F PROPOSED BUILDING ADDITION AND PREPARED BY: x�:f"e.ca` '� - 'h ret .�'p �>- '#''G;".:* .er.•',.x'u.' „�'' �3r �;:�b„ ..fit_;.m ' �� a�"1�4� (. �Y a � ,� }11 .ho°,4f; `^i' ;.i:>`= ..1111 li,+.•i �`> � �ic^�"� r �.��p� STRUCTURE PEGONIG SURVEYORS P.G. ,'fit-,-�, ,' " - - �, , 1 {� 'E s �rrt - {r ` ® PROPOSED AGG4�J�/:�1 x.. I; e;F 1,N; }r >��t, p,.,dei '•' 1230 TRAVELER STREET ' SOUTHOLD N Y. 11471J .�.;,. ,."'•'.i,r.1:..L.a.Jn.;,:'..L�e �'aJ.,� ® PROPOSED 2ND STORY - TELEPHONE: (631) '765 5020 LOCATION MAP 4 SCALE: NTS W , z - ---_____---_.-__ NOTE5 15FECIFICATION5 �A�RPENTSY_ WooD FRAMiW6 MATERIAL STANDARDS FOUNDATION.GO1iGR£TE•AND MASONRY BBREVIATION5 . o. . v IT!S THE COMfRAGTOR'S 1¢l=9PON51i31L1TY TD ISP THIS GON9iRUGTION DOGU�1ENr DI►178� I. ALL LUMBER.SHALL.BE DOUSL.AS FIR LARCH 02 4 BETTER ft - ") UNLESS THE PROVISIONS OF T4I5 5TANDARD ARE NOT INTEND TO PREVENT THE USE I.CONTRACTORS TO VEPIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT ---- -- -- --- - - --- - ---- T05ETHtR AT ALL TINEA.IT IS AL°30 THE GOTTRAGTI7R'S Rf' WM3IBILITY V READ ALL NOTES, OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK BEI46 AND SHALL COORDINATE THE ESD. BOARD -- iN L. INSULATION H 0'3 PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN,AND THE AUTHORITY HAVING SUB-GONiRAGTOP,S IN 5UGH A MANNM TO A55LWB THAT THE GONDITION5 OF ��- ------- ---- -� w W z gMalFICATION5,AW BE FA U R ED WITH THE PLAINS MOR TO WORK 2. ALL LUMBER IN CRAWL SPAGC-5 TO BE 16' ABOVE SCRATCH GOAT.MAINTAIN JURI5DIGTION FINDS BY EXPERIENCE,MoDE'LING,OR TTSTTN&BY AN APPROVED THEE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. BFE BASE FLOOD ELEVATION INT. INTERIOR W - � N b"MIN. FOUNDATION EXPOSURE. A6ENGY,THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR -.---.---_------ J T'� QeMRAL 5.SILLS TO BE P.T. AND SECURELY FLASHED WITH A T>=KNITS SHIELD, CATER STRUCTURAL SAFETY OR DURABILITY,SUCH PRODUCT OR PROCEDURE 2. ALL FOO•i'INSS TO BEAR ON FIRM,VIRGIN,UNDISTURBED SOIL BLDG. BUILDING K Klf'S (1000 LB5) - r"I ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT _-.-_----- _- ` --_-_-_------ 1. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL 5EAL/INSULATION. SIZE OF SILL TO BE (2) 2'xb",UNLESS(1) 2'xb" (`THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD S. SOIL TO HAVE MIN. BEARING GAPAGITY OF (1) TOWSQ.FT.,U-0-K BM BEAM MANU. SPEG.'s 11 MANUFACTURER'S SPECIFICATIONS li Q W �" APPLICABLE BUILDING DEPARTMENT. 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCILS WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT,AS --:-=-- --=-:-_----- APPLICABLE AS A DERIVED WORK). 4. FOOTINGS TO REST A MIN. OF 4'-O" BELLOW 6RADE,UNLESS B.O. BOTTOM-OF --- MAX. MAXIMUM 'V 0)Ix Z 2. ALL GONSTRUGTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4. AT FLLV4 FRAMING USE 16 GAGE METAL JOISTS HANGERS BY "TSCA"OR OTHERWISE NOTED ---------------=_--_-- 0 ALL DIMLS IoN5,CONDITIONS,AND APPLICABLE INFORMATION OF EXISTING MAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER,CLUED LAMINATED TIMBER I BOTt'OM-__-_-__ �-__-- MECH. MECHANICAL -i _ >- STRUGTUFX.51TE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR PREFABRICATED WOOD 1-JOIST5,STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED COW-TZwTE OF SIZE SHOWN ON DRAWINGS,U.O.N ""I ` F_ J 5,MINIMUM,DOUBLE HEADERS AND TRIMHMRS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES,6YP5UM,HARDBOARD,AND STRUCTURAL B.O.W. BOTTOM OF WALL MIN. MINIMUM j"" ' U) X . 5.ALL WORK SHALL CONFORM TO NATIONAL,STATE,AND LOCAL CODES FLOORS,ROOFS,AND WALLS. PANELS,SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING b. NO BACK FILL SHALL BE PLACID AGAINST FOUNDATION WALLS � - = 1-=T-----�--_ - -�-- ( NORTH AMERICAN I � � O AND AUTHORITIES HAVING JURISDICTION. RULES SPECIFIED IN 1.1 T•HROU6H 1.8. UNTIL tff TIER of FRAMING 15 IN PLACE. �J. GE LING JOIST jI NAVDa5VERTICAL DATUM OF ICI58 LO 0 ARE THE RESPONSIBILITY b. DOUBLE ALL J015TS UNDER PARALLEL PARTITIONS,POSTS,AND BATH T'UBSo, 1. FOO iTN65 TO BE POURED CONCRETE of SIZE SHOWN ON DRAWIN55. --_ ----- 4. AL.L.UNNOTED OR NON-VI5IBLE� UDN. I.I. LUMBER: ALL WOOD N 5 USED FOR LOAD-•BLARING PURPOSES, COL. COLUMN NYG BG NEW YORK CITY BUILDING CODE Z 'd' m OF THE OHNER/WILDER INCLUDING END-JOINTED AND EDGE-GLUED LUNAR,SHALL BE IDENTIFIED �� -_- --_-_ _-__=--_- 5. ANY OMiSSIDWS OR DI5GREPANGIES OF PLANS AND/OR JOB CONDITIONS �' ALL BEAMS,SAT 'GIRDERS,ETC.TO HAVE MIN OF'S-I/2'BEARING BY THE E ZAD ARK OF A LUNAR GRADING OR INSPECTION AGENCY 8. ALL NTH CA 65 FOR BEAM POCKETS,UTILITIES,ETC.TO BE FILLED CONTCONTINVOL* O G. ON CENTER INS " WHICH PARTICIPATES IN AN AGG EMITAT�PR06RAM S THE SOLID WITH GONGRETE. -- -----=-_:____-_-____ A SHALL BE CLARIFIED WITH THE ARC.HITEGT/ENGIWEtR BEFORE PROC® 8.MIN. HEADER TO BE (2) 2 xl0" UNLESS OTHERWISE NOTED. AMERICAN LUMBER STANDARDS DBL. J�DOUBL.E OCG. OGGUPANGY Im � WiTH THE WORK. 6RADEMARK SHALL INCLUDE AN EASILY DISTINSUI5HABLE MARK OR 4. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 0-005. ��--____-----__-_-- Z b.NO DEVIATIONS oR CHANCES TO THE STRUCTURAL SYSTEM SHALL BE MADE 4 ALL � SILLS AND HOOP IN CONTACT WITH MASONRY/C.ONGREfE TO BE Irt5t6N1A of THE GRADING AGENCY wH1c++COMPLIES WITH THE DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION W REQUI OF U5. DEPARTMENT OF COMMERCE P520-<iq. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE 5TREN6TH AT 2b _ ___-_.__._------_________________-_____-__ - Q J UNLESS APPROVED BY THE ARGHITEGT/EN6INEER P.T. DAYS OF 4,CJ00 P.5.1.,U.O.N. DIM. DIMEhL510N P. GONG. POURED CONCRETE -i co I FOUNDATION WITH FLOOR PLANS 10. ALL EXTERIOR SHEATHING SHALL BE"LSV AS PER.FASTENING SC44WVLE 1.2. 6L� LAMINATED TIMBERS: CLUED LAMINATED TIMBERS SHALL MEET -__ 4 � � O 1.C-ONTRAGTOR TO VERIFY 011-C S ONS OF ON PACE 6-003.6ENERAUY,SHEATHING 15 OF 1/2 T14ICKNE55 ON WALLS AND THE PROVISIONS OF ANSI/ALTO A 140.1 5TR 4MPAL GLUED LAMINATED II. GONG.SLABS TO REST ON MIN.OF b FINE GRAVEL OR SAND WITH F ORE THE START OF FRAMING ROOF AND 15 OF COX GRADE,UJl.E55 OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. b MIL. POLYETHYLENE VAPOR BARRIER UNDER D.J. DECK JOISTS--_ _ __- - -- ��-� PLATE - ,H T4 8.DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REWIRt�TS WHEN EA. EACH -_- -____-_ - PLYWD-.- 1 PLYWOOD APPLICABLE. 13.PREFABRICATED WOOD 1-JO15T'5: ASSE13LILS MISS PREFABRICATED t2. COPPER fi.P h+ ALL .101NT5 1 SLAB ABUTS FRAMING. _ Z >_ 4. DO NOT SCALE DRAWINGS,WRITTEN DIMBJ510N5 TAKE PRECEDENCE WOOD I�JDISTS SHALL MEET THE PROVISIONS OF ASTM 05055 ELEV. ELEVATION-_ _ P.T. F�� TREATED Q Z II. SUB FLOORING,6ENERALLY,TO BE OF 5/4"THICKNESS AND of COX GRADE. STANDARD SPECIFICATION FOR MTABL15HIMS AND MONITORING 13.BRICK TO BE AW-HORED WITH CORROSION RESISTANT TIES - _ . -- IO.OV R/BUILDIT ARE RESPONSIBLE FOR ALL INSPgCTIONS,APPROVALS, NAILING A5 PER FASTENUN6 SCHEDULE ON PACE 6-003 AND CLUED,U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS,THIS (1) WALL TIE PAZ(5) 50. FT. 11 � J OF OGGUPANGL OR COMPLETION AND U.L. APPROVAL, DOGUM1 Nr,THE 6OVERNING BUILDING CODE AND ANY ADDITIONAL EQUIP. EQUIPMENT REQ'D REQUIRED CERTIFICATES,CERT 12.EXTERIOR SHEATHING TO BE COVERED WITH TYVEK'HOUSE WRAP OR REGUIREMENTS A5 SET FORTH IN THE MANUFACTURERS CODE 14.FLASH JOINT AT£RICK LEDGE AND PROVIDE WEA HOLES, _ 4' W PORTILLO RA APPROVED E GLA-. EVALUATION REPORT. MAX.52'-O' O.G.,TO DIRM-- ANY CONDI=NSATION TO THE EXTERIOR EXIST. EXISTING -- RI RISER 11. THESE SET of DRAWINGS ARE THE PROPERTY OF ANTHONY , 11 AND SHALL NOT BE ALTERED OR BE REPRODUCE D WITHOUT WRITTEN 15. BLOCK EXTERIOR STUD WALL5 AT HALF STORY HEIGHITS AND AT 1.4. STRUCTURAL GOMP051TE LUMBER. SINGLE N 5 OR A55EMBLIE S 15. APPLY(I) GOAT OF TAR BA M WATERPROOFING TO EXTERIOR OF FOUND. EXT. EXTERIOR -_ --- 1 � ROOM ' 1-1 '� Q PERMISSION FROM THE ARCHITECT. UN5UPPORTE P EDGE SEAMS OF EXTERIOR SHEATHING. U51N6 STRUCTURAL GOMP051T'E LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2" ABOVE FINISH OP-00E. ASTM 05456 STANDARD SPECIFICATION FOR EVALUATION OF F.A.I. FRESH AIR-INTAKE______ _-_--____ ---.- R.R. 1 ROOF RAFTER - 12. THE ARCHITECT IS NOT RETAIN® FOR SUPER\/ISION OF l}E WORK AND IS 14. PROVIDE 'X' GR055 BRACING AT JOISTS,STUDS, AND RAFTERS WIFEI SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS,THIS DOGUfMEN,THE Ib. No GONGREiE OR MA�ONRY WORK IS TO BE PERFORMED IN TEiMPEf2ATURES 11 - - REaPONJ51E31E FOR DESIGN INTENT ONLY. : " FAR FLOOR AREA RATIO SiL. STEEL EXCEED 8-0AND AT EVERY 8-0 . 60VERNINJ6 BUILDING CODE, AND ANY ADDITIONAL REQUI AS OF 40°F AND FALLENS,U >S APPROVED BY ARGHITEGT/EN61N131R. NO �---__._--_-=------ �� 15.THE GON'TRAGTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. SET FORTH IN THE MANUFACTURERS CODE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. -- w 15.TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS,SEE ALSO PAGE F.A.V. FRESH AIR-VENT ---- --- S.V. lSMART VENT � I 14. THE GONTRAGTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL ��5' 15. PR>rFABRIGATED WOOD TRUSSCS: /45E5ENtBLIES USING PREFABRIGATi� 11. NO ADDITIVES SHALL l3E PLACED IN UNLESS SPECIFIED BY ----- -- ---------- TitMES.AT THE COMPLETION OF WORK,THE CONTRACTOR SHALL REMOVE ALL WOOD TRUSSES -L MST THE I'RDYI510N5 OF THIS OOCIRMENT,THE ARGHlIEGT/EN61NR FF FINISHiED FLOOR TBD TO 8E MINED __ _ F_ RUBBISH,WASTE MATERIALS,TOOLS,ETC.,GLEAN GLASS AND LEAVE WORK Ib. APPLY ALL CONDITIONS IN FASTE^!!N6 SCHEDULE AS 60VERNING HUIL.DIN�6 CODE,AND ANY ADDITIONAL REQt1tRENENTS A5 1� -- - -- - -��� V SET FORTH IN ANSI/TPI I NATIONAL. DESIGN 5TANDARD FOR METAL PLATE Ib. PROVIDE BITUMINOUS JOINTS BETWEEN 5LA55 AND FOUNDATION WALLS AND FF ELEV. I FIRST FLOOR ELEVATION TEMP faL. � GLASS W BROOM GLEAN. NECESSARY. GONhEGTED WOOD TRUSS CONSTRUCTION,THE TRU5S M51ON DRAWINGS, WISE EVER APPLICABLE. - -------.-------- - 15.THE CONTRACTOR SHALL CARRY hiORICMANS COMPENSATION AND 6>:TIERAL tT.PROVIDE ALL NAILING AND STRAPPING ADPFZ6 M ON PA6E5 6-00'3. OR THE MANUFACTURERS CODE EVALUATION REPORT. F.J. FLOOR J015T5 THK. THICK 11 _ J LIABILITY IN5URiRPIC.E. ALL SHALL COMPLY WITH STATE AND LOCAL GORES " 14.UNLESS 01HB'2VVI5E INDICATED,ALL FOUNDATION FOOTIN65 ARE TO A FOUND. ATION - T.O W TOP OF WALL V AND ORDINANCES. ib. AT WET WALL PARALLEL TO JOISTS FRAME DOUBLE JOIST A5 PER CODE. i-6. 6`fl'SUM: 6YPS�UM MATERIAL L� IN A STRUCTURAL APPLICATION SHALL MIN. 10 DEEP PRO.IEGTIN6 6 ON EACH 510E OF THE FOUNDATION WALL. -- ---.-------- --- .----- . ---- G: 6E�RALLY,SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM G86 SPECIFICATION FOR &YP�5UM PROVIDE TWO 04 DEFORMED BARS CONTINUOUS' IN THE FOOTING. ALL 4"THICK �E � FLOOD RE515TANT GONSTRUGTION ELEVATION Tr TREAD a Ib.THE GONTTRAGTOR SHOULD FULLY 6UA�RANTEE HIS WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A I6" SPAN WALLBOARD,ASTM G51 SPECIFICATION FOR 6YT'�.�IRM LATH,OR ASTM G14 GpNC'RETE SLABS TO HAVE bxb 10/10 YE'iDED WIRE REINFORGIN6. ,:r . . :' ;: s SPECIFICATION FOR GYPSUM SHEATHING BOARD. "; THE TORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER FR __'------ -- -- __ ---- lYP. TYPICAL ,,_, "� �l COMPLETION OF PROJECT. la. AT RDU6H OPENIN65 PROVIDE ALL APPLICABLE NAILING AND STRAPPING 20.FOR SECOND STORY ADDITIONS,EXIST. FOUNDATIONS ARE TO BE VERIFIt27 I PI. HARDBOARD: HARDBOARD USED IN A 5TRUGTURAL APPLICATION SHALL AS IN SOLID 4 SOUND CONDITION WITH AN EXIST.FOOTING OF MIN. 16' WIDE x b" - A' FRPR. FIREPROOF U O.N. UNLE55 OTHERWISE NOTED IPE.THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, MEET THE PROVISIONS OF ANSI/ANA AI85.4 BASIC HARDBOARD OF DEEP 4 8-0 BELOW GRADE. _ i A5 PER PAGE 6-00.3. ...r 20. "P.T. SPECIFIES PRESSURE PRiSERVATIVES_Y TREATED LUMBER IN AN51/AHA AL -6 HARDBOARD SIDING. " ;>: ARCHITECT/1:1'161NEER,AND THEIR A.CENTS AND EMPLOYEES FROM AND ACGORDANGE w/AWA G22;WHITE DRILLING AND/OR GUTTING OCCURS,FIELD FTC,. FiOTIN6- - ------ _- --- -' VERT. VERTICAL A6AINST ALL CLAIMS,DAMASM,LOSSES AND EXPENSES, INCLUDING 6L.A5$WINDOWS AND DOORS ===J�______-=---- -- �� TREAT LUMBER w/COPPER NAPTf ENATE WHICH SHALL CONTAIN RSG COPPER IB STRUCTURAL PANtEi 5: ATTORNEYS FEES ARISING OUT OF OR RESIJLTIN6 FROM THE PERFORMANCE OF I. ALL GLASS To BE If lSIULAT137 LOW-E,u 55 oTt IERWISE SPC-GIFIED. GYP. BD. 6YP5Uh�1 BOARD V.I.F. VERIFY IN FIELD ; , _ THE WORK PROVIDED THAT ANY SUCH CLAIM,DAMAGE,LOSS OR E)VEN5E(AA) METAL BY REPEATED BRU5111N6,DIPPING,OR SOAKIN5 UNTIL THE WOOD _ _ ABSORB' NO MORE. ALSO,FOR HARDWARE USED WITH P.T. LU43M Lb.l.PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS StIAIl - ------------ ------ ----------�-- �-- IS ATTRIBUTABLE TO BODILY INJURY,SICKNESS,DISEASE OR DEATH OR TO CONTRACTOR 15 TO INSTAL.HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.5.DEPARTMENT OF COMMERCE 2. 61055 DOORS AND WINDOWS SHALL NOT BE INSTALL®UNTIL PROPER H.D. 1 HOLD DOWN--_ - - - - ht/ - WITH INJURY TO OR DESTRUCTION OF TAN161BL.E PROPERTY(OTHER THAN THE WORK MANUFACTURER SUCH A5: HANSOM NAILS,SCREWS,FLASHING,ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD i (PS 1) CONSTRUCTION AND CLEARANCES ARE PROVIDED. - ITSELF INCL UDIN&THE LOSS OR USE RE-SUL.TiN6 THEREPRO I). (B) 15 CAUSED IN ETC.. FOR L.OGATIONS 5UGH AS: LED6E9R BD.,SILL PLATE,DECK CONSTRUCTION, INDUSTRIAL PLYWOOD,U.S.DEPARTMENT OF COMMERCE VOLUNTARY HDR HEADER WD. WOOD WHOLE OR IN PART BY ANY NWL.16ENT ACT OR OM155iO'N OF THE ETC,. ANY AGES TO CGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52)PERFORMANCE STANDARD FOR 5. ALL SLIDING CLASS DOORS, SKYL16HT5,AND ANY CLASS UNIT INSTALLED --- __-- CONTRACTOR,ANY SUBGONTRAGTOR,ANYONE DIRECTLY OR INDIRECTLY WOOD-BASED STRUCTURAL-USE PANELS, APPLICABLE CODE WITHIN ib' OF FIN15HEV FLOOR SHALL BE OF INSULATED 70 CLASS, HNCA HANDER ZR ZONING RESOLUTION EMPLOYED BY ANY OF THEM OR ANYONE FOR WHOSE ACT'S ANY OF THEM MAY 21. LVL NATED VENEER LUMBER)DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. UNLESS OTHERWISE NOTED. �-�-=_- __ �� BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A �' WOR. HORIZONTAL A.TRUSS J015T WMILL1AN 1.4E MIGROLAM 4. ALL CLASS UNITS SHALL BE INSTALLED IN 51MCT ACCORDANCE WITH -- - -- ------- -- - PARTY INDEMNIFIED}�EUNIPM B.6EORCIA PACIFIC 20E &-P LAM 1.62.ORIENTED-STRAND BOARD(0513),WAFERSOARD ORIENTED-STRAND MANUFACTURERS SPWIFICATiONS. - ---------i---- -- I&ALL MATERIALS,ASSEMBLIES,AND METHOD OF CONSTRUCTION INGL.UDING PSL. (PARALLEL STRAND LUI-OM DENOTES: BOARD OR HAPERBOARD USED IN STRUCTURAL IONS SHALL ML-ET BUT NOT LIMITED TO FORM-WORK,BLOCK-WORK,FRAMING,NAILING,PLACING A TRUSS JOIST WMILLIAN 2.0E PARALLAM THE PROV1510N5 OF U5.OEPARTNENT OF COMMERCE VOLUNTARY _-�____�- -- . OF GONGR)=TE,M. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. 5PEC.'s PRODUCT STANDARD 2 M52) PERFORMANCE VOLUNTARY PRODUCT S. ALL WINDOWS TO BE CAULKED AND SEALEDODE. A5 PER NEW YORK STATE EKY CONSERVATION GON5TTdIUGTION CODE. TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS,SPEGIFIGATIONS, STANDARD FOR E EVALUATION STRUCTURAL-USE PANELS OR INSULATION � FENESTRATION REM I REMENTS APPLICABLE CODES AND 6000 PRACTICE.DEVIATIONS FROM THE DRAWIN55 �• I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. FRAMING MATERIAL STANDARDS SECTION,THE 60VERMiNG BUILDING CODE, b. PROVIDE FLA�HIN6 PANS UN!T ALL SLIDING GLASS I SURF,OR AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURERS 1.6.3.PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL ANY OTHER TYPE OF GLASS UN:T WHL�1 WITHIN b•OF AN EXTERIOR SURFACE. -__=:-.-=---_-- ---_---.=- - A3THORiZATIoN of THE ARC4ITEGT/EN61NEER. CODE EVALUATiON REPORT. APPUGATTON.SS SHALL CONFORM TO ANSI A206.I AND ANY 1. ALL EXTERIOR DOORS ARE TO BE V&ATHER£D STRIPPS7 AND PROVIDE ALL PROPOSED DESIGN GORE PRE- GRIPTIVE VALUE 4 REQUIR�MfS AS SET'FORTH IN THE MANUFACTURER'S CODE SCREENS AND HARDWARE NECE-56ARY FOR PROPER FUNCTION OF SUCH UNITS. COMPONENT COMPLIES 14. 11-M GONTRAGTOR SHALL Be RESPONSIBLE FOR ANY SHOP DRAWING5 28.NOTCHES IN THE TOP OR BOTTOM E06E OF SOLiD SAWN RAFTERS SHALL. EVALUATION REPORT. VALUE CITATION (PER 2020 NY5EGGC) NEEDED,UNLESS OTHERWISE SPECIFIED.ALL DIMENSIONS AFV CONDITIONS NOT BE CUT IN THE MIDDLE ONE-THIRD OF THE RAr^ER SPAN. NOTCHES IN THE b. ALL 6LA55 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLASS PERTAINING ARE TO BE FIELD VERIFIED. OUTER THIRDS OF THE SPAN SHALL NOT EXCEED !'NE-SIXTH OF THE ACTUAL 1.8.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS -- ,--___I=___--- RAFT'ER DEPTH.WHERE NOTCHES ARE MADE AT VXTORT5 THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/ARA A144.1 GEL.LIA-0510 SHOULD BE 6UARANlT1SD BY THEE MANUFACTURER FOR A PERIOD OF 5 YEARS. 2o. GONTRAGToR TO REMOVE 4 RELOCATE AS REWIRED ALL EXISTiN6 WORK U-VAt1JE = O?5 MAX.U-VALUE = 0.32 EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBITBOARD OR ASTM G208 STANDARD SPECIFICATION FOR 4. ALL 1„uNDOydS TO BE&��. IF CONTRACTOR 15 TO SUBSTITUTE WITH 1=ETl1r5TRAT10N U-VAWE MAX.AR LE"A1CAff = 0:30 Gi=NT/5F YiS WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER IN5UL.ATiN&BOARD. AIR L EAKA&E = 0.30 014M 51` PER R402.4.5 4 TABLE R4021.4-CLIMATE ZONE 4 21. ALL MATERIALS ARE TO BE INSTALLED A$PER MANUFACTURERS HOLE SHALL NOT BE CLOSER THAN 2 INCHM TO THE TOP OR BOTTOM ED6E5. CONTRA WINDOW M RIF-AGT�T TV IT 15 THE CHARACTERISTICS F T OF THE _ -___ _------ -- -- 1.85. STRUCTURAL PANI3.51DIPI6 STRUGMtAL PANEL SIDING USED IN CONTRACTOR TO VERIFY THAT'TLE GHARAGTERISTIGS OF THE WINDOW MATCH SPECIFICATIONS,UNLESS NOTED OTHERWISE. 24. NOTCHES IN EITHER EDGE OF SIiUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIRLNENTr'P OF U5. __�] THE cm," `G�15TIG5 G'F rc 6Ly WINDOW SPECIFIED. THE CEILING R-VALUE! -IR-49 BATT IN5ULATIONp'ON R-VALUE ■ 4aIMiDDLE oPE-•THfRD OF THE STUD LENGTH. NOTCHES iN THE OUTER TH(IWS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD ( 1�7lGS Alm A5 FOL1.01�£t, N07 L REO, TO: DESIGN PRE56U2E. ------------- - --===_---------�----- PER TAQV E R�i02.1�-U(MATE ZONE 4 22. PROVIDE FIRESBLOGKING A5 PER NEW YORK AGGE551B1LITY STANDARDS. THE STUD LETLGTH SFIALL NOT EXCEED 25SG OF THE ACTUAL DEPTH. BORED ROUGH OTPEAIIN55,L!-FACTOR, i_IE3f( AREA,VENT AREA,AND EFRES6 (I'S- U,THE 60VERNIN6 BUILDING CODE, AND ANY ADDITIONAL -------------------- --------------- - - - ---- RF-OL11REtM�NTS. UN PLEASE NOTE THAT THESE PLANS ARE PROTECTED ARCHITASAINSECTURAL ANY THE S SHALL NOT EXCEED T40%E AE THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS 'E SET FORTH IN APPLICABLE GODS !:VALUATION EXTERIOR(2'x6) WOOD 2 SPRAY FOAM(P2-14)W/R-13 MIN R-VALUE 20(CAVITY) UNAdJTHEORIZED USE UNDER FEDERAL LAW BY THE ARGHITEGTURAI_WORKS OF THE HOLE SHALL NOT BE CLOSER THAN 5/6" TO THE EDGE OF T'HE STUD. REPORTS. 10. WINDOH5 IN TU3/SHOeO7 ENCLOSURES AND WITHIN STAIRWAYS SHALL BE FRAME WALL R-VALUE __ BATT;TarAL(tR-2T) PEI¢TABLE R402.1Z-GLIMATI^ZO1E 4 ' GOPYRI6HT PROTECTION ACT OF 14410 (AWGPA),WHICH HAS SEVERE PENALTIES. NOTCHE-5 AND HOLES SHALL NOT OCCUR IN THE SAME=GR053-°mnoN - 2.2. FASTENERS AND GON�CTORS: ALL FASTENERS AND CONNECTORS SHALL � �""A�. , MIN R-VALaJE s Iq ! 25.FOR NEW WALLS, A PERFORATED 5HEARWALL SYSTEM 15 USED.THE CONFORM TO THE 5TANDA Z05 SPEGIFI® IN M 22.1 THROUGH M 22:1. t=L.00R R-VALUE R-JOG BATT INStA.ATlotd yEg 1'ER TABLE R402.I.Z-CLIMATE ZONE 4 CODES AND LIGE STANDARD: CONTRACTORS ATTENTION IS DIRECTED TO THE APPLICABLE DETAILS, II.EXT �loR t�3s-AZINE6 SHALL ESE PROTECTED FROM WIN�E101WtE DEBRIS. __ __�___.._._____� _.-�--_- _ HOLDONN DETA I LS T`I'P I GAL. NAIL I NCC/STRAPP I NO REGU I REMENTS FOR ---_ FA5TENIN0 50HEDULE HARDWAREA a ALL TO BE INSTALLED As PER MANU. SPEG. UFA 's;MAN 'M)RER UPLIFT, SHEAR, � LATERAL. lel I ND RESISTANCE NOTE: THI5 SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS Q Z 07 SUBSTITUTIONS MAY BE MADE WNL LOAD CAPACITIES ARE MATCH® W (SEE PAGE 6-003 FOR STRAPPING AND NAILING REQUIREMENTS, Z W :D N AND ROW17-H OPENING FRAMING REOUIREMEN775) J w 'e"') **ALL STRAPPING TO BE V4"x 20 GAUGE** -- "SIMPSON" EQUIVALENT - OS20 (COILED STRAP) ALL NAILINE 15 A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE �j vq FUSE IOd NAILS IF STRAPPING IS OVER PLYWOOD; TYP. FOR ALL (50HM:VLE AS PER AWG 2018 WOOD FRAME CON5TRUGTION MANUAL TABLE 5.1) cr. Z HOEDOWN 'A' HOEDOWN 'B' CONNECTION A FASTENER SPEC. FASTENER = � DESCRIPTION AND GUANTITY SPACING a z NAILING GRID ----- -- , r ROOF t CEILING FRAMING FOR NEW i EXIST. � FOUNDATIONS `� -- - — Q' r I.DIM's ARE ALL MIN.•'s BASED ON USE OP ON..Y A Ibd � O --__-_---=-- G01011,40N NAIL Wo PREE10I1t>`A HOLES. RAFTER TO TOP PLATE (TOS-NAIL.,) SEE PA61= C-005 PER RAFTER In Ix ('S) 2x FULL (3)2x FULL CORNER STUD � �" 2.WOOD IS ASSUMED TO BE D)=,•2 a SM M DRY USE -- ------ � d' ca �EI�ET 5 HEIGHT STUD .�To AT RAFTER TO RIDGE � 2" �� Z .: GORrER STUD GONNEGTION: GEILINS JOIST TO TOP PLATE CrOE-NAIL) SEE PAGE 6-003 PER JOIST TRANSFER TSHEAR . SHEAR 5.SHMD THE(Y (I!VW0Cr DUIRM9,IWDIN USE TIAL INDT TIMP PRl�ORE THE NAIL "5 MPSON HOW • i •— • GEILIN6 JOIST TO PARALLEL RAFTER(FACE-NAIL) SEE PACE CP-003 EACH LAP FOR STRAP - 3 8 d COMMON . . � HOLL•'3,SET NB�i ME1�9¢. HOLDOWN ANCHOR a 2-I6d COMMON . • . -- 2-I6d COMMON NAILS O EA. END OF STRAP. . . . LOCATIONS NOTE'!? Nh11.5 O b O.G. 1 4.NO MIXERS OF NAIL SIZES OR M'>"3 ALLOM!'D Z W NAILS O 6'O.C. E " �/ • • O'O.G. IF BLOCKED �'' ' 10 O.G. IF BLOCKED T • • CEILING JOIST LAPS OVER PARTITIONS(PAGE-NAIL..) �i-Ibd COMMON EACH LAP �C J CORNER POST FOR ROOF SLOPES UNDER 5:12 WITH ?• S.SEE SECTION 6 FOR ANY RI G'r TO CLINCH THE NAILS t70 J Go CORNER POST ROOF SPANS OF 24' OR 6REA'TER, 7IONT Y EW OF THEE NAIL TO A 40•MOM SIS COLLAR TIE TO RAFTER(PAGE=-NAIL) SIE PAGE 6-005 PER TIE d' C7 "SIMPSON" HDG& USE 4 „&d COMMON NAILS 0 ---- _ > Z im (O HOLDOM AW.H�OR a SECTION! 12.4-!•LA 0-lIE lT OF NAILS! SPIKE'S t TAMZ END OF STRAP FOR ROOF 6.VIMMeWN5 � roll LOCATIONS NOTED EA. ARE VW PROM THE DCRINDS COMMENTARY -BLOGKIN5 TO RATTER(TOE-NAIL) 2-8d COMMON EACH END J vq Tq SLOPES OF 5:12 AND GREATER. CR 4-I. Z ON PLANS RIM BOARD TO RAFTER(SID-NAIL) 2-I6d COMMON EACH ENDvq Q Z CONNECTION BI $ 82 WALL FRAMING �' w clq AT RAFTER TO TOP PLATE TO 5TW HOLDOW INSTALLATION OPTIONS: CONNECTION: -_---_ Lil h�• mLO 82 TOP PLATE TO TOP PLATE G=AGE-NAIL) .2-16d COMMON I PER FOOT 7 0 J O WN FOR NEW P.GONG,FOLN0.b FOR STRAP - 3 S d COMMON NAILS O HOLDOCAST IN PLACE w/IWO THRE=ADED ROD � � EA. END OF STRAP: • • FOR EXIST. P.GONC,OR NEWLY CURRED FOUNP-16 . . WEN IN TOWN OF 15LIP OR NAILING I TOP PLATES AT INTERSECTIONS (#'AGE-NAIL) 4-16d COMMON JOI5T5 - FA. SIDE: 'E/6"m THREADED ROD( � EIRE-VRILLM)EMBEDDED 12• INTO GEOMETRY EXCEEDS THAT PERMITTED IN TE CONCREw/ NSIMPSON"SET(HIGH STRL� G TH EPDXY ___, B I ' ' Nmt MAX. NAILIN6RID ABOVE UTILIZE • • STUD TO STUD (FACE-NAIL) 2-I6d C40MMON 24' O.G. W ADHESIVE), s FOR TEW.'s O"F-4o'F USE '51MP50N" AT I SIMPSON * +42A(OR EQUAL) RAFTER TIE 0416H STRBJF9 6TH ACRYLIC AD -�aIVFJ HEADER TO HEADER'S(PAGE-NAIL.) Ibd COMMON Ib" O.G. ALONG � FOR TOENAILING - 8 d COMMON NAILS .M FOR EXIST./NEW GU.(GONGBLOB t)BLOTOP 0r BOTTOM PLATE TO STUD (I`ND-NAIL) 2-16d COMMON PER STUD FILL TOP 2 COURSES SOLID S CAST IN PLACE HOL.DOM USE�'l ♦ W K/y/e"0 THREADED ROD � FOR G.J. TO R.R. - CI (N d COMMON NAILS -REf4%M FOR BOTTOM PLATE TO FLOORJOIST,BAND JO15T, 1-2 V OOT RAISED C.1. (MIN AT G.J. TO G.J. CONNECTION: £TIDJOIST, or BLOGKINS (PAGE-NAIL) 2-I6d COMMON PER FC-1.16 2 J FOR EA. PLATE TO 5TUD ABOVE E OR BELOW HOEDOWN 'G' HOEDOWN 'D' -� , _ I6 d COMMON NAILS FOR G.J. TO G.J. - 9 I� COMMON NAILS FLOOR FRAMING v J F0JATtO 5 FOR NBI LY POURED CONNECTION 01 $ G2 • FOR N6�1 4MDEXIST. � JOIST TO SILL,TOP PLATE or 6lRDEIR(TOE-NAIL) 4-bd COMMON PER JOIST FOUNDATION a ONE STORY ONLY • — - (5) 2xBRID61N9 TO JOIST(TOE-NAIL..) 2-bd COMMON EACH END HEICHT STUD /CORNER STUD + TED TO , BLOGKIN5 TO JOIST(TOE-NAIL) 2-6d COMMON EACH END "sIMPSON HDa6 TRANSFE=R SHEAR AT STUD TO FLOOR ASSEMBLY 2x FULL ; G2 ' TO STUQ GONNEGT�N: BLOGKII�S TO SILL or 3-Ibd COMMON EACH BLOCK F HOLDOWN ANCHOR a 2-(6d COMMON HEIGHT STUD TOP PLATT=(TOE-NAIL) LOCATIONS NOTED NAILS a b' O.G. i ON PLANS 10'O G. IF BLOCKED • GOt�POST G� FOR STRAP - 3 8 a COMMON LED6E3Z STRIP TO EDAM (PAGE-NAIL) 3-Ibd COMMON EACH JOIST • NAIL5 O EA. END OF STRAP — — JOIST ON LEDER TO BEAM(TOE-NAIL) 3-6d COMMON PER J015T • FOR EA. PLATE TO STUD ABOVE a OR 2-I6d BELOW - 2 I6 d COMMON NAILS NAILS• " O ° BAND JOIST TO -101ST(END-RAIU 3-16d COMMON PER JOIST BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON 1 PER FOOT ROOF SHEATHING STRUCTURAL PALLS: INTERIOR ZONE bd COMMON b• W&E / 12" FIELD a '5IMPSOW STHP14RJ CONNECTION D1 > D2 soLr PERIMETER ED:r ZONEbd COMMON 6' EDEE/6" FIELD HOL DOM INSTALLATION OPTIONS, .EA.BAY &ABLE E"NDWALL RAKE OR RAKE TRUSS r+/ 8d COMMON 4" O.G. UP TO q" RAKE OVEREfA1V6 FOR NEN P. GONG. POIUE�.'s �-"" -_-__— - HOLDOM CAST IN PLACE w/7/6'0 THREADED ROD -- % AT STUD TO FLOOR ASSEMBLY TO 51LL GE:I L I NC 5HE:ATH1 NO Mo EOR N EXIST. P.GONG.OR EHLY C 4;RE37 FOUND.b • 1/660 THREADED ROD(PRE-MILLED) EMBEDDED 12" INTO PATE(5) CONNECTION: YdALI BO 'G.�IJM ARD Sa COOLERS "7N E376E/ to FIEFIELDADHE CONCRETE w/ !Vt- 0N" SET 0`116H 5TREN&TH EPDXY ! SIVE), 4 FOR T'EMP.b O•F,-40-F USE "5140150N' AT • • " • FOR STRAP - 3 8 6YEd COMMON NAILS O )rA. I - --_ (HI6H STRENGTH ACRYLIC ADHESIVE) ONE 04 REB3AR SPECIFIED D • E�lD OF STRAP (WRAP STRAP UNDER SILL PLL) WALL 5HEATHINO FOR EXIST./WK G.M.U. (GONG.BLOCK) TYP.FOUND. NOTE ; FOR FA. PLATY TO STUD ABOVE t OR BELOW - FILL TOP 2 COURSES SOLID i CAST IN PLACE HOL.DOWy --- -- --- 8d COMMON b' EDGE / 12" FIELD w/T/6.0 T 0 THREADED ROD _� d COMMON NAILS STRUCTURAL PANELS a ALTERNATE CONFIGURATION - ABOVE 511" TOGUM YPSWALLBOARD 5d COOLERS 7" EDGE / 10' IFIEL P FLOOR CONNECTION W * LPT4 SIMPSON (oR STRAP M) In WIN Now bd NAILS•EA. )END z NA I L I NO/STRAPP I NO @ W I NDOWPOOR HEADER STANDARD/ALTERNATE Ems") O PLATFORM To SILL PLATES ��I STRAP TO FLOOR SHE:ATHIN6 (SUBFLOO�) E ALTERNATE USE O SIMPSON H23A) 0 NOTATION: A-NLME ER OF 6d NAILS a EA.END OF STRAPPING(2016 1"FGM,TABLE 5.E,P. IaA) GONNEGTI ON E sTRUGTiJR PANFr1.5 8-NJ 4WR OF SILL 51UD5-ON FLAT(EDOE3 NOT APPLY TO DOORS)(2016 W OM,TAME 3.238,P.29U I" or LESS. THAN I'�gd bd COMMON 6• E> E/ 12" FIELD COMMON b" EDGE/ 12" FIELD � G-NJM�OF FULL HEIGHT KIN&STUD`" a EA.SIDE OF HEADER(2018 NFGM,TABLE 3036,P.242; "� ALTERNATE AS PER TABLE 3.23D,P.243) - D -NUMBER OF Ibd NAILS.L'ND-NAIL M THROVSH ADJACENT KING STUD TO END OF HEADER a EA.5117E i- NAILING REWIREMetr ARE BA5M ON WALL 5HEAT14IN6 NAILED 6' O.C. AT THE PANEL EDGE. � A I7 (2016 WFCM,TABLE 5.1,P. 164) ;�F AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING 5GHEVUL M SHALL BE USED NHERE WALL 5HEAT'HIN6 NAILING 15 REDUCED. E - NUMBER OF JACK STTIDS a Eh.>=ND of HEADER(2016 WFCM,TABLE 522F,P. 266) d PLATES) GONNEGTION FOR EXAMPL E, IF WALL SHEATHING 15 NAILED 3 O.G. AT THE PANEL EDCE TO OBTAIN HI6HE3i F -N EVER OF I6d NAILS,BUD-NAILED TWZLL-H ADJACENT JACK STW TO EM SILL(S) 1 A.SIDE •. ShEEAR,GAPAGITIES,NAILING REQUI�NIS FOR 5Tf2UGT1JRAL � SLiALI 13E DOUBLE=D,OR ES (DONOT APPLY TO DOORS)(2016 WFGM,TABLE 3.6,P. Iwu � 4 SLAB ON GRADE APPLICATION: <,, ALTERNATE GONRcCTORS SHALL BE U5E2 TO MAINTAIN THE LOAD PATH. - YV TL WALL ShEATHlN6 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED T OF PROJECT: B E p• ° - ° . °° FOR STRAP - 8d COMMON NAILS O EA. S - FOR ROOF SHEATHIN6NAILS,SHALL BE 1WTITHHITO BE REVVW IN 4' OF N�TEREE& T6NAIL OFOF THE ROOF, INCLUDING 41 ON EACH FASTENING SCHEDULE $ ° END OF STRAP (WRAF' STRAP UNDER SILL PLJ SIDE OF THE ROOF PEAK,THE 4' PERIMETErt EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE F ROUGH OPENING FRAMING REOUIREMFNT5 FOR WINDOW DOOR. OPMIN65 a ° �'"`�••.,,_1. 9 FOR EA. PLATE TO STUD ABOVE a OR BELOW - USED son G A A ON AGGORDANG)s WITH WOOD FRAME GONSTRUGnaN MANIAC 2016®inaruoft �_ Ib d COMMON NAILS REN I A NOTATION ROVGH A B G D E F 6 4.0300 MAIN RD. - 2'-0" 2 I I I I I PECONIC, NY 11958 W-0" 4 1 2 2 2 2 SPL I G I NG OF TOP PLATE GABLE: ENDWALL " - PROVIDE (2) 2'x10" !-EOR(MIN) U.O.N. 6'-0' 5 i S 5 5 3 BRACING/STRAPPING DRAWING TITLE: (B) - REQUIRES 511-L PLATES OF 2'xb" (MIN) _� FOR RAIMS 12"OR 1 2 5 4 4 4 }--rSPLICIE --} TOP PLATE SPLICE RFOUIREMENTS TOP PLATE 5MIGE REQUIREMENTS BA BBLOCACKK NS a N&0 L2,`O'er H LD V!/ , ANCHOR BOLT, I L TM I FOR WIND - EXPOSURES Bac - FOR WIND - EXPOSURES BEG - 4'-°'°G To O.H. STRAPPING, & NAILING DETAILS ALL OTHER GASES ONE STORY SLAB ON 6RADE RGA ` FASTENING SCHEDULE BUILDING MINIMUM SPLICE=A BUILDING MINIMUM SPLICE DIMENSION (PTU LENGTH (FT) DIMENSION (FT) LENGTH (FTJ TYP.STRAP w/M) PAGE: bd NAILS EA- 12'-0" 12'-0" 3'-O" OF EA.STRAP '-0 A' ATTIC 40 ANCHOR BOLT SPECIFICATIONS ■ 0 ki 20'-0" 4'-O"/5'-O' 201-0_ 51-0" - 5PEGIFIGATION (2018 WOM TABLC-5 3.2A a 528, P. 15'7-160) 241-0" 4'-00/5'-o' 24'-0" 61-0' BACK so 41-01 O'G' DATE: 09/28/21 CORNER CONDITION FOR ALL STRUCTURES. _ 3 OF 9 •. • 5/6"0 ANCHOR BOLTS O S.O.G. 28'-0" 5'-0'/b'-3` 28' " 7' ' �— L1132'-0" 6'-00/7'-b" 32'-0" 6'-0" SECOND FLOOR it — - .� 561-0" 561-00 I.TABULATED SPLICE LENSTVS ASSUME TOP PLATE-TO-TOP PLATE CONNECTION USING 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE • LENGTHS,THE NAIL SPAUNG SHALT.BE REDUC-W IN ORDER TO 40'-0" 8'-0'/10'-O" 40'-0" 11'-0" {' I. MIN. 'E EMBEDMENT INTO AND EN N PROVIDE AN rWVALZ r NU 433 OF NAILS -- - -- o 4'-0 ojc LBVD hJ/3" SQUARE WASHERS AND END NUT SETUP; BACK _V PA CONDITION 15" EMBEDMENT FOR 0-M.U. (BLOCK) FOUND. 4 FILL 2.TABULATED 8SMICE LENGTHS A690-V A BIALDINS LOCATED 50'-0' 10'-O'/12'-6" 501-0' 13'-0" TYp.STRAP w/(3) TOP TWO COURSE5 50LID ed NAILS eA. 5.TABULATED SPLICE LENSTHS ARE DAZED ON 6 FOOT WAIL 60'-0" 12'-O*A5'-O' 60'-0' 16'-0' OF eA.STRAP i 0 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR IE-WHT`�INOR OTHER WAIL F�OM-5,H,THE TABULATED UNIT LATERAL LOADS SHALL.BE KL 71PUE D BY Ws; PLAN DIAGRAM OF ZONES OR REPLACED BY HOLD DOWNS FOR W SHEARALLS FOR ALTERNATIVE WALJ_HEM*M MULTIPLY THE ABOVE 7 -0 0'-0" 14' " 70'-0" 1011-00FIRST FLOOR NOTE:D MIN,°SPLICE LJ3 DTH 19Y THE FOLLOWING FACTOR - --S. ANCHOR BOLTS ARE TO BE BE'R^EEN b" a 12" (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT)= FROM ENDS AND CORNERS (TWO O CORNERS) w'WALL-IJ25 (SEE DIAGRAM TO LEFT) 10'WALL-125 U,WALJ_-ISIS THIS COLUMN r✓Kil-TTt"LMR, BACK a 4'-0"O.G. 4. COORDINATE W/ HOLOOWN LOCATIONS W Whll 15 FOR E0'-0.KohIL. 4.TOP PLATM SHALL BE A MINIMUM OF STUD GRADE MATERIAL M15G IN& STANDARDS, FRAMING GRAPHICS CONTINUOUS BUILT-UP GIRDERS, 3 OR MORE SUPPORTS F I REBLOGK I NC FOR PLATFORM MOOD FRAM I NC �- v (THAT EXCEED FRAMING STANDARDS, IT IS REQ'D FOR FRAMER TO HAVE A WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AWG] DETAIL BOOK GONNEGTION PATTERN SCHEDULE _ (FOR ENGINEERED LUMBER [Ie. WOOD I-JOISTS] SEE MANU. 5PEC.'s FOR ADDITIONAL INFO.) AND ALL RELEVANT PORTIONS OF THE RE51DENTIAL GODS) ABLY W REQ1)IFtEN 1�tT5 e 11/ A MEN GIRDERS MADE UP OF .JOISTS NAILED CONNECTION DE"'SCRIPnON T� SIDE BY SIDE ARE CONTINUOUS OVER BLOCKING UNDER LOAD BEARING WALL PATTERN THR M OR MORE SUPPORTS, JOINT'S ARE TO BE J - I.FOR PLATFORM FRAME CONSTRUCTION, THE 501.E 5ERVC-5 MAX 3a• LOCATED BETWEEN ONE SIXTH AND ONE QUARTER A5 FIRE-5T0PPIN5. NON-LOAD BEARING WALL OFFSET FROM SUPPORT A r�ROYlS lod NAILS•Ir O.C. P THE SPAN LENGTH FROM AN INTERMEDIATE _ ' 2.FOR PLATFORM FRAME GONlSTRUGTION, THE DOUBLE JOIST � , � z► 5SUPPORT. NO TWO ADJOINING J015T5, NOR MORE SERVES A5 FIRESLAPPINS. 1UDS D M)Rows Tod NAILS 0 12"Or- F THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE 'S.FOR PLATFORM FRAME CONS'TR ZTION: THE SOLE AND DOUBLE -J dew SUBFLOOR JOINTED ON THE SAME SIDE OF THE SUPPORT. _ �- G VOLROWS V2•I VMTS 1 12.OZ.3TIC9t'RL°D; TWO-PICC£ SOLE PLA EIOS BUILT UP 61RD� * MAX'52" I I PLATE SERVE A5 FIRFSTOPPIN6. Y a (2J Rove VZ"o VOLTS• 16*Or- TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE 4.FOR PLATFORM FRAME CONSTRUCTION: THE DOIBLE m Qy S PLATE I: (21 RONL5 V2"•VOLTS.24'Or- SIDE WITH IOd NAILS, TWO NEAR EACH END OF JDIST SB2VE5 A5 IRESTOPPIN6. C EACH PIECE, OTHERS 5TA66ERED WITH A DISTANCE 5 s-FIRMSTOPPIN6 SHALL BE 2 INCHES OF WOOD BLOCKING dam' co VETY41mm V6¢ !2l Rows 3-3/8•M05LOOK SGREM• 12"Or— a V4 OF A OF 16 INCHES 5ETWEEN NAILS IN A HORIZONTAL OR OF NONCOM-BUSTIBLE FILL. SORCH D ON N Me OF MENDER LINE;OR 61RDERS ARE TO BE NAILED FROM EACH Z (2)ROWtllse 6"/p•TLOGK SGRC"0 16"Or- � SIDE w/ IOd NAILS, TWO NEAR EACH END OF EACH -- _ ONSTRt_ E SOLE ® ?_ SCIRsmm ON 0)SIDE or MEMBER JOIST, OTHERS 5TH w/ A DISTANCE OF 52" - — — AND a INCHES PLATFORM WOOD HL PLACED � N 0 Rows 3-3/8'TRUl3�'LOC.K SGIRENIS•241 ora � BETWEEN NAILS IN A HORIZONTAL LINE. - JT-�--- - JOISTS SERVE A5 FIRESTOPMN6. Z Cc JOIST 9OREYlS7 ON 0)SIDE Or MEMBER I __— -- ?.FOR PLATFORM FRANC GOhl5T1�UGTIONt THE 501E AND wMAXIMUM OFFSET Cy ROWS 3'TRUS9LOGK S-.Rs • 12"oc. BUIE MAY.32• TH��EE-PIECE GIRDERS ARE TO BE NAILED w/ ZOd 2 INCHES OF WOOD BLOCKING PV�G® BETh�N JOISTS "J J015T DEPTH,d SCRENm oN VOTH SIDE or MEhCCR h NAILS ON EA. SIDE w/TWO NEAR EA. END OF Fes►.. 4 SERVE AS FIRESTOPPIN6. MATCHED 51ZE OF BLOCKING SCAE O.G.S'PPIN6 AND K (2)ROM '�'S+aK • I6" UNDER NOWLAAD BEARI rF.D ON BOT} SIDE OF MLS PIECE, iNEGLUDIN6 INTERMlDIATE JOINTS, AND W/THE 3 6.THE WAVER SERVES AS FIRE-STOPM146.' Z � PARTTTION5 a 52"Or,. 5-�1 S OTHERS STA66ERED w/ A DISTANCE OF NOT MORE t"'� T1RU3SI.OGK SGRI9^G•24'O G. BC'T4 OF I/6 " DOUBLE PLA scRs�D oN eOTM Sm of MBNB®R vq V4 OF THAN 2 f iC NAILS IN A HORIZONTAL LINE. - Q. TWO-INCH WOOD BL.00,KINS OR THE EQUIVALENT SHALL Tn {�} _ BE ADDED EETYVEN 51WS IN PARTITION ADJACENT TO z GE I L I NG BRAG I NG FOUR-PIECE V VERS ARE TO BE A66EMLED AS - 5TRINf�TO SERVE A5 FIRESTOPPING. CANTILEVERED FLOOR a H�Arx" s Mar NaTs�NITTN colorG„oN PATTERN ON SHOWN, AND NAILED w/ 20d NAILS A5 SPECIFIED -- —`_ 4 Z I GABLE ENDWALL PLAN S►w.L USE 00445aT,ON PATTERN'A'N*+a'OR SMAIJ-M FOR THE THREE-PIECE CARDER. ----- -- 10.THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR ..J Ni e c tmanON PATrIWN V WFf91 IO'OR LARSER - - FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH ' W TUD 2.W1II N SGRlKNO OR NAILING PROM VOTN Slays of 1`- F - ANGHO'RIN6= 2 � -- APPROXIMATELY r INCH DEPTH O HIRE FABRIC. MATERIAL IA (� ri HELD IN PLAGT'_`DY METAL LATH OR WIRE FABRIC.SUCH N = Lf1 o"WT rASTENERS V2•T'ROM ONE SIDE To THE 01MM WLT UP BIRIMS �. 61RDER5 ARE TO BE Y ANCHORED TO i FIRESTOPPIN6 SMALL NOT BE REQUIRED WIeN THE BOTTOM OF Q SUBFLOOR PLATE 2'x4"CONTINUOUS �`"�-E MASONRY PIERS. NAILED TO WOOD POSTS OR lH THE VERTICAL OPENING IS SEALED BY PLASTER ON THE CEILINB �1 0 LATERAL BRACE•b'O.G. 71Q115BBOLTEX) TO 5TEM.. G%OL14-Ih(5. AND CHIMNEY._ HIMNEY.TFE SPACE ABOVE THE FIRE-STOPPING .SHALL BEAN BE CARRI ED ,J0 5T G� AWAY BY AIR90 THAT HEAT MOM THE CHIMNEY C DCUS:RIiI MOVI UPWARD AND OUTTHFjM SH NORMAL IOd NAILS TRUES OR OR SID LOAD D BEAMS (F'i. LU BEAMS) PLATFORM FRAME FIRESI UINO- SHRINIKAfaE CRACKS of THE MIN&T FINISH.PLASTERCES CEILING ON 0) NA I L I NC PATTERNS ( -LOCATIONS REC�UIRx1N6 FiRI�iTOPPIN6- I`�NCOMiB415T1BLE LATH,fnXTEFlDIN6 TO GHIMf�I'FACES,WILL SERVE w s AS FIRMTOPPING. How re"Wropppis rym- NAILS sTrxPlNe STOFnNs N• SOLE FASTENING RECOMMENDATIONS FOR SIDE-LOADED, W MULTIPLE-PIECE MEMSER5 H V JOIST •Sd COOLER WAILS• 10"ori. NAILED' - 1 BOLTED' s m2 AFE J KING 2"x4•BLOCK NAILM TO IEA.BRACE 2 ROYLS lea a 16d z � • .� :` U .vf`���.ia {l W(4)IOd NAILS Zo go.STRAP ac��' •Ir oc.• oL ear, •12'ot. •w or. covT uN Ies s"APPLor Q 5 gp"BO TYiO ROWS Ir orG. TFPRl�ROWS ts•OZ. LOCATION I LOCATION 2 LOCATIONS ro uloelesloe of LOCATION 4 _ DOUBLE PLA •3d coal NAILS. Io•o c. 00)bd NA BEAM SELECTION w/STD. NAILING • " a o JOIST SHALL BE LOCATED DIRECTLY ALUMNA= 0 � ENmw-1-S AS NOTED IN NOTES? aE 8 " o . , DENOTES ALT.FOR USE OF DRYWALL SCRS** ^ � or eo v STUD5,UNLESS TOP PLATT:`. 15 4"•eVeC/12••PIELD PU-LY 51-OC CM I,�.A»eorrom Rare SIIOU.V De r PROM eo4 Sale �ellwet woov raam+rao•rh+e DESIGNED TO CARRY THE LOAD 5CReWS 06-d4 TYPE W OR S F Torrlf>G LOCATION 5 LOCATION 6 2 DOLT Hmm Am ro De TIE SAMe VIAFeRR A6 TIE DOLT AND SNo,JI.D De LOCATDD r TIAO ROM 24.O,G.STAB TWO ROWS 6.O.G. PROM-me TOP AND DOTTVM OF Tm m&am eVLRV DOLT Kar mcrev THROU6N TIE FULL. rte;, INTERIOR STUD DETAIL TW"4MO or TM Me 0M UM NASILLM IMM NeAv AM N)r• 0010, N ® � wt OVERLAID ROOF s.STAMM EACH IRON OF PASTBI RS BY Ir. 1190 k: r xAce Mar :: ATTACHMENT VALLEY 4.FOR A TIrRL L;Pace McMeet THE OFDCIF®N•a ms Fs nRor+src►+sm+_ T" r"'�D �oNONGOX I PC"Tw-9 TO"�'"' f S.raM-Pate h&eRS SeCUD ONLY Be I KEN LOAVS AIS APDL®TO 801"S"OF THE MEMB®t b.VALlE3 pM NALMO C4MAWTIONS MAY De VOL79 M POR 6"0Z..OR TRPL W P 4"O.O.NAIL 9PAC4W. LOCATION? GR _ S N0&j 1NB FOR TOP I Q&m I.Iti TftEmI1m=wR_Aik N STRAPPING N/ T.21ROM OP Ted COMMON NAILS dr OL)roR DEPTH&12'OR Left PI�TCPe1l1e! $fit; 4, ��� LOCATION 8 LOCATION q , i EA. . R R e.s RONS OF led COMMON W-5(MY OrW POR VW"OP 14•,Ib•a 10'. LOGATIDt'l 10 4 FULL WIDTH - Z) INSO i GONSTRUGT I ON DETAILS lel I NO LOAD PATH CONNECTION DETAILS TOP PLATE PECK 2FOR IaTRA�INSTL. NOT TO SCALE INTERSECTION DETAIL T.OR Ml NF1 RR.SVT N/ BOELow UPPM TOP PLATE LAPS 4 IOd LONCR TOE NAI CONT.BLOCKING TOP PLATE SPIKED TO R.Rb ALISN 14154 8 EX RR AS 5HOM KING STUD PLAN VIEW ILEI SIMILAR• +ED' WOOD JO 15 WOOD JO I CRIPPLE STUD ROOF,R.R.IN LINE BLOCKING JOIST HANGE HEADER Z GENERAL REQU I REMENT5 FOR C ENERAL REQU I REMENT5 FOR W INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILS OIRDER/HEADER-- 0 JACK STUDS 0 WOOD G I RDER WOOD JOIST 6i o JOIST FRAMING OVER WOOD GIRDER J015T FRAMING FLUSH WITH GIRDER/HEADER TYPICAL HEADER CONNECTION 1. TOE-NAILS SMALL BE DRIVEN• AN ANGLE PROJECT: x e APPROX.50' w/THE MAIN t 101 * STARTED APPROX. 1.NAILS SHALL BE DRIVEN PERPENDICULAR TO �� HE SIL FROM THE h R END, I S AA Sp THE MO-BER,STRAIGHT THIRO"AND BEM OVER A MIN.of(3)NAIL DIAM.'S AT A a0" ANGLE 2.THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN RENO. GARAGE MEMBER,FOR 11415 APPLGARAG IGAT'ION,SHALL BE AT LEAST SIX 11MM THE DIAM. OF THE NAIL RAFTER SHALL B ; TOE NAILS IN EA. SISPL"NsNo MORE THAN 2ORcEILN& WALL STUD K&%LL STUD WHEN FASTLRD TO A 2"x4" TOP PLATE OR 5 TOE NAILS BOTTOM PLA BOTTOM PLA IN EA.SIDE WHEN FASTENED TO A 2"xb" TOP PLATE. BATHTUB 5U5 FLOOR 40300 FAIN RD. - DOUBLE JOIST DOUBLE JOIST TOP PLATE RECONIC, NY 11953 CH I M. CHASE 5EGURI NO 0 5TO. 51 DE WALL DRAWING TITLE: ' IeJALL STUD FRAMING GRAPHICS BEAM CONNECTION'PATTERNS FIREBLOCKING DETAILS (51� ww1 M.ea c �SE T HIN PLANE of ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE J015T FOR NON-BEARING WALL5 ALTERNATIVE RAFTER TO WALL STUD CONNECTION K/5TVD5 TO ATTIC,FLOOR t BLK'6 TO R/L SIDES N/STRAPPING TO Ft/L. SIDES) y0PAGE: TOP PLATE 0 N I ND RESISTANT CONSTRUCTION CONNECTORS Aft GRIM.CHASEWALL I p ------ _=-�==_-=_--- C ENERAL 5YM50L <E)00' : aj NEW PARTIAL. HEIFiHT Q ]w ~ ----{{ TIN* TO BE DEMOLISHED W N � O — --i WOOD FRAME 6-6. 5TL. EXI`� � EXISTING WHEN APPLICABLE)TO REMAIN J vq NEW WOOD FRAME a-&. Nt l FOUNDATION WALL w Q � 57L. WFIEN APPLICABLE) 1�- Z NEW 14K FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL 0 J 4" WALLS Z WOOD FRAME (L.6. STI- POST FOR ' (MIN. (2) 2"xb" STRUCTURAL WHEN APPLICABLE) POST FOR b" WALLS), U.O.N. � ~ � � O NEW 24R FIRE RATED �O WOOD FRAME 6L.6. 5TL. d' m WHEN APPLICABLE) Z -° O = O F— Q W J Go zvq (o J V4 vi Q Zvi �T EXIsT. �-� cr J N OOTID NB I Lo LUMN Cr evi TO REMAIN h = In I i w I REMOVE EXISTING STEPS I J EXIST.COLUMN AND =' SHIFT FOOTING TO REMAIN ���yOF VANT VMIN6/AND RElL I rXI5TN6 EXT.WAL ELECTRICAL TOWARDS I EXIST.BATHROOM REMOVE PORTION OF WALL TO CREATE NEW I ° I I Ii RB401/E PORTION OF I i ENTRANCEr-_ L — r-- EXI5T1N6 EXT.WALL FOR ACCESS TO PROPOSED, I I I I I I I I I II 6AR.A6E ATTIC I I I � I I - --� L--J I II O I I EXIST. I UP I l in I II I I I I a 0 1 1 Rt"MOVE EX15T1N6 I II M -H EXIST, GARAGE DOORS GARAGE I ii BATHROOM -- _ — — — — — — — — — -- REMOVE REMOVE EXIST.SLAB I II d� EX15T, WHERE NOTED FOR I II _ e - LAUNDRY EXIST.COLUMN AND FLOOR FOOTINGS CiYPJ I II O ROOM FOOTING TO REMAIN esm PROPOSED PLANS i II 1 F --1 AND SECTION KITC+EN REMOVE EXIST1N6 STEPS AND DOOR r--, L — --I r--, 0 �- //�� L---J II I I I EX15T, 5TUDY I II X15T, I I I 4 11 I II W O U PROJECT: IS RENO. .& GARAGE 40300 MAIN RD. PECONIC, NY 11958 DRAINING TITLE: PROPOSED DEMOLITION PLANS PAGE: AmMLU .Lov, o DATE: 09/28/21 5 OF 9 p FROF05ED F I R5T FLOOD? DEMOLITION PLAN PROP05ED 5EOOND FLOOR DEMOLITION PLAN SCALE: 1/4" = i'-0" SCALE: I/4" = I'-0" r J C ENERAL- 5'7'ME30L. KEY' : o ' U _ EXISTING TO BE DEMOL15HEDNEW HT PARTIAL HEIGHT 0 H WOOD FRAME (L.6. M. LJJ Z O WHEN APPLICABLE) W D N EXISTING TO REMAIN J 7, vq NEW WOOD FRAME (L.6. NBA! FOUNDATION WALL ui STL. WHEN APPLICABLE) IW �: Z NEW I-HNZ FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL O ` Z I hl WOOD FRAME (L.6. 5TL. POST FOR 4" WALLS Nj WFIEN APPLICABLE) (MIN. (2) 2"xb" 5TRIXTURAL POST FOR b" WALLS), U.O.N. J ~ 1- NEW 2-HR FIRE RATED O O WOOD FRAME (L.O. M. 00 WHEN APPLICAE LE) >■ . atm Z O , Z W a J CID FOUNDATION PLAN NOTES Z N* 0 ONEW 4"TWK P.GONG.SLAB N/6'xb'-10/10 KAM. J ��•{ � REINFORGEMF-NT AS PER DETAIL — — — �- - - - - - -�I Q '' � TYPICAL !_EDGER BOARD: I— O I. (1)2"x P.T.BD.TO MATCH L?=rI OF JOISTS EXIST. w I= N J 2. SECURED N/(2)5/5" m LAS BOLTS 5'LONE MD.SAL.LABOLTS ( C-OLUMNF ! I I I LL Ii O Ib' O.G. Tq 5. INSTALL M.D.*ALV. JOIST HANSERS BY 'SIMPSON'(OR I I I� EQUAL) 4. PROVIDE FLASHING TUCKED UNDERNEATH 51DIN5 i BENT OVER TOP E06E OF LE'DISM W. 5. SEE NOTED DETAIL TYPICAL P. GONG, FOOTING 4 WALL GON5TRUGTION: --�-- O • (2) 2'xb' P.T. SILL PLATES N/COPPER TERMITE SHIELD --- -- W i SILL SEAL Ne • ANCHOR BOLTS AS PER PAGE 6-005 _ ~ II W • 5R P.GONG.FOUND. WALL AS P1DETAIL UPON V • P. CONG.FOOTING AS PER DETAIL = J • ASPHALTIC.MASTIC.DAMP PROOFING TO EXTERIOR • B.O.FOOTING -0 5' "BELOW GRADE MIN. QEXIST. • I/2' FJCPANER 510N JOINT a PERIMETOF SLAB(14-EN APPLIGABLW 2"x8'F.J. 2'x8' F.J. 2"x&' FJ. 5 4 I a e • AIR ENTRAIN P.GONW,FOR PORCHES/PATIOS/ o 16" OCG. O 16' O.G. O Ib'O.G. rj�-0■ NEW�, STOOPS&WHEN APPLICABLE) I I I T I I`-il` 5`-2" • MASON TO AGGOUNT'FOR FINISH STONE ON THIN SET _ — — — — — N RI O 2-O • FOR HE16 4T OF WALL i SLAB 044EN APPLICABLE) wilim =n — — — — NEVI NEW FOOTING('TYP) - INSULATEDV O 24"xl2' P.GONG.CONTINUOUS FOOTING 1 O I r I SEE DETAIL '2 A-301" DOOR.15 MR. NEW 5-O'xb-b AS PER NOTED DETAIL(TYP) I o I I I 5t3F.lIRE RA IN* -NEN UP F�IOR DOOR .°'_: L — J r- u s. O5 t�oLDowN: I ( - HOLDOM 'B' AS PER PAGE C-00"3 EXIST. :'`: 5 r■ L A- J cowMN 4 L � � FOOTING 4 1 *„ I I EXIST. NEW IF I I A O BEAM POCKET(`TYP) 5 I 2 UP t 75.Pi 0 O ' I 4141 �� �Q OPIN NEW FOUNDATION WALL AND FTE. r+/04 I 2 7 REBAR O 61 O.G.E.K,EMBED,6 MIN.;EPDXY PIN I QC n I O r INTO FxISTIN6 FOUNDATION h1ALL PRIOR TO POUR 2 FAMILY ROOM — 915 S.F. O ' ~ (21 P05T TO HEADER 4 ^` b ging r J~1 P05T U' TO RIDv M i r � ryi I ,'tt I I I L 1 U - x (2) POST TO HEADER a POST UP TO RIDGE ' I I Imo-M G NEW FLOOR/� r EXIST. SEE DETAIL COLLM Yi/ Ix FLOOR PLAN NOTES r I o I I / t L — J r 1 I PRE-PRIMED PINE N I ODOOR NOTE: I ( I I EXIsr. �a,. 1. INSTALL AEW INTERIOR DOORS WHEN CALLED L a' I OUT ON PLANS BY 'JELD-YEN'(OR EQUAL). L_ J FOOTINS GOt h- I ^� e#ZqpE 2.INSTALL NEW EXTERIOR DOORS 1^f-EN GALLED OUT ON PLANS UY 7NERMATFW'(OR EQUAL). �N "ri I I FILL IN STUD 5.DOOR TYPE TO SELECT ViALL 16" O.G. t ! INSULATE(TYP) NEM I GAR U 4.INSTALL A5 PER MAW 5PC-G.'e 3 ' 3` I 5.PROVIDE(2) 2'x8" HDR.,U.O.N I O I I Vi i O O 4.SEE PAGE 6-005 FOR ALL OTHER FRAMING ELEMENTS AROUND DOORS(TYP.FOR ALL)U.O.N - 2"xb" F.J. 2'xb' F.J. 2"xb'F,J. I O :'. PROVIDE TYPE "X' OSTAIR 4 RAILING NOTE: a 16" O.G. o 16" O.G, o Ib' O.G. _` I r }'' 6YPSW o WALLS AND o 1. ALL hEW STAIRS SHALL HAVE MAX 7-5/4"RI # I I EXIST• �� 1 I All FAMILY ROOM WALLS . C.EILIN6 }4Y i MIN. 10 Tr -RISERS SMALL EE C4-05M 2. 42"MI6H GUARDRAIL 4 SPINDLE SPACINGDATHROOM I O To HE IN5ULATED ya Z NOT TO ALLOW PA56A6E OFA 4' m SPHERE; 1 1 I I I ( O "SEE SECTION t NOTES w 56'Hl6H HANDRAIL 4 SPINDLE SPACING NOT TO ALLOW PASSAGE of A 4" m SPHERE 5. 6RIPPABLE RAIL AS PER CODE I I I 66AARA6E +DOOR `,h. O 1* ol TT 12'-0" 5 ---------- 'T'-5' �-- T-2' 5'-0' w w O � PROJECT: ISAACS RENO. & GARAGE l 40300 MAIN RD. PECONIC, NY 11358 DRAWING TITLE: PROPOSED FOUNDATION PLAN Iz Iz PROPOSED IST FLOOR PLAN PAGE: le%0® e DATE: 09/28/21 6 OF 9 FROF05ED FOUNDATION PLAN I`'ROP05ED FIRST FLOOR PLAIN , SCALE: 1/4" = 1'-0" SCALE: 1/4" a I'-0" e. r C ENERAL 5`00'ME30L i<EY : _ EXI5TIN6 TO BE DEMOLISH® NEVd PARTIAL HEIGHT W ' Z O WDOD FRAM (L.6. 5TL. D 04 EXISTING TO REMAIN WHEN -IG J NEW WOOD FRAME (L.6. NEW FOUNDATION WALL. Q w >; Cc STL. WHEN APPLICABLE Z , NEW I-HR FIRE RATED MIN. (2) 2"x40 STRUCTURAL _ F POST FOR 4 WALLS _ Z WOOD FRAME (L.6. 5TL. WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL POST FOR b" WALLS), U.O.N. IX u') Y 0) 0NEW 2-HR FIRE RATED R 0 0 WOOD FRAME (L.6. M. WHEN APPLICABLE) lqt co Z . O Q Q J Jco z ell tD J � Q vi -- ---- --- -- - ---- L' Wc$ Lo _ u) ' I i Lu I a I - - - - - - - - - - - - - - EXIST. I (— BEDROoM 4 Z-Ytii ra .'.^•,•x. •i�''1„' ^,nt',�1. 3 „i:'jw,: y A�':-F',..'. N �5`.i:F`, i. g I I I t I app I � FXI5T• - - — — — — — — — — —� ry 1/7 I -.F - EX`TL I MM GARAGE '' I - - - - - O ATTIC _ - -— -- - - - - UNFINISHED — I UNCONDITIONED I A-�i No^i A) 24x12'tzID6E— I ® I I <�-----^ _ lu I {w I L O O — _X EX15T, 5TUDY — #, z ^ W vtt - :a. +F'Rstq ,4r.'�>P' Fa. - I- - - ilul — — — — — — — — — — — — — — --- -- --I L- - - - - - - - - - - - - -. - - - - - - - - - � -- --- — - � r 4"x3° ALUM. N DOY�POUT DOM TO 61 T SMASH ORAMT( PROJECT: } 1 IS CS RENO. GARAGE 40300 MAIN RD. PECONIC, NY 11958 DRAWING TITLE: PROPOSED 2ND FLOOR PLAN PROPOSED ROOF PLAN i PAGE: o A"k .� DATE: 09/28/21 7 OF 9 e FROF05ED SECOND FLOOR PLAN FROF05ED ROOF PLAN 50ALE: 1/4" = I'-0" SCALE: I/4" I'-O" G. V Oa O W Z O W s MN ru J w � Q W Lr m Z 4 m o O 00 12 z O '.. 12 _ 1— J J co Za) 0 - ---- ---- ----g-� -- -- --- -- - - - --- - r�z Q ti V' W t� vq FM o W Ix U El EJ El El El . � ©000ED 0 IL EL�ATIoN NOT - Z OROOFING5C-E :NOT I. i• SECTION 2. ASPHALT ROOFiN6 51N6LE3,601-Mt STYLE TO ............................. :r MATCH EX15T.(OR EWAU(MIN SO YR.WARRANTY) in O Sims- 1. 1`sI. SM NOTE• SECTION 2. CEDAR SIDING W MATCH EXISTING FRONT (NORTH) ELEVATION HATCH® AREAS INDICATE AREAS OF NEW PORK SCALE: 1/41" = I'-0' Wi g 0 W Qi 0 12 ' PROJECT: 12 ISAACS GONNEGTION A' AS RENO. & GARAGE FER PAGE Fr-OOS I NEW RIDfE _ 40300 MAIN RD 12 PE NI DRAWING TITLE: PROPOSED EXTERIOR ELEVATIONS C40NNw,nom !Bl' AS PER PAGE NEW R.R TO G.J. ----- --- -EE -ml 4 - - PAGE: LU 2 L1Ml� ElDATE: 09/28/21 , 8 OF 9 T lu i L � TION REAR (SOUTH) ELEVATION ST R15HT Oel ) SCALE: 1/4" I'—O" SCALE: 1/4" = I'-0" i 0 V BUILDING SECTION NOTES Q NEW ROOFIN&NOTE(TYP.): uj I O 1. INSTALL NEW ARCH.ASPHALT ROOFING SHINSL.E5 W (MATCH EXIST) J Z 0 2.INSTALL ICE AND WATER SHIELD FROM FA50IA UP TO r 24' FROM IN51VE FACE OF 5TW WALL AND AT VALLEYS OVER `3.INSTALL 15 N BUILDING FELT NA.N) OVER Q W z Z 4.1/2' GDX PLYWOOD SHEATHING(BLOCK ALL 5EAM5) � ~ 5.GAP SHINGLE OVER RIDGE i HIPS(A5 REOV) 0 Z 6.PROVIDE RIDE VENT(AS RWT:)) J :- I`- '1. FLASH ALL YAl1Eh'S _I-- LO LO � B.INSTALL DRIP EDGE AS RWV a.INSTALL ALL A5 PER MANU.SPEG.b I f~ C Q TYPICAL RIN* m 2 ROOF i CEILING TION: GONSTRUGNEW RIDfE AS PER PLANS • Nt7^I ROOFING A5 NOTED • 1/2' CDX PLYWD 5HEATHING(MACCWN&a ALL PLY-V SEAMS) Z 0 • RR,G.J., t G.T.A5 NOTED ON PLANS(O 5PAN5 F- OVER b' INSTALL 'X"BRIDGING a CENTER OF SPAN,U.O.N) NENATTICJ XI5TIN6 UNCONDITIONED 00 TYPICAL EXTERIOR W.al i C-ON5 I�CTION (TYPJ: 5EDROOM UNFINISHED J O+� UPON 15# FELT(OR EWAQ �i (D UPON 1/2"GDX PLYWD.SHEATHING(01-0010146 O ALL ,j !l PLYW SEAMS) Z • 2"xb" STUDS 16"O.G. w/VOL. TOP PLATE 2 • 2"FOAM INSULATION W/R-13 BATT INSULATION(R-2,1) 'NO INSULATIONCONNECTION 'GI' A5 a NEW GARAGE EXTERIOR ENVELOP: cc Z N • 5/5'GYPSUM BD. WALL FIN15H PER PAGE&-003 U. W (b NEW SW TO Tq ONEH SIDING NOTE(T)IP.): FLOOR A55EMMY LO 1. INSTALL NEA 5117INS TO MATCH EXIST1146 I" EAST. G.J. M5^4 FLUSH BEAM AS PER PLANS FELT PAPER(OR&WAL) T g O 2.INSTALL ALL AS PER MANU.SPEG.b 3.PROVIDE ALL NECESSARY TRIM FOR 9" FOAM INSULATION(R-404) PROPER INSTALLATION 4.SIDING SHALL EXTEND TO TOP OF FOUNDATION WALL ~ W 3 * � EXI5T. 6ARA6E �n d~+ 4 CONVERTED TO O `P V NEW 4" TW, GONG.SLAB w/b"xb'-10/10 W.W.M. FAMILY ROOM dD NEW 1 GAR REINFORCEW , REINFORCEMENT AIS PER DETAIL CONDITIONED H OTFIRST FLOOR ION: " COW C-CT10N IE'AS YPICAL J NEW F.J. A5 PER PLANS � 3 PER PAGE 6-003 I. FINISH FLOORING TO SELECT E, ►�(FLJ15H BEAM AS PER PLANS MEN STUD TO SILL , 2. 3/4'Tt6 GDX PLYV�V.SUBFLOOR EaLUED at SGREMFD 3. F.J. AS NOTED ON PLANS -AT SPANS OVER.b' — — _ PLATE AT SLAB ON INSTALL 'X'BRACE O MID5PAN � 4. MIN.R-50C BATT INSULATION •_ - &RADE �4 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — ' — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - ---L _ _ _ 2 A-3ol SECTION I/A-301 �_.. 5CALE: 1/4" t Z W g U N 6X6-10X10 W.W.M. w EXIST.WALL TREATMENT BETWEEN CENTER O ME-I'AL 6A1-V. JOIST I•IAN61=R ,,•.,, BY 'SIMPSON`(OR EWAU e UPPER � OF SLAB +1 R-0OC BATT R-'fOG BhTT JOIST FASTENED TO BEAM p SECURED IN PLACE EXIST.5TW WALL INSULATION 1W-V ATION AS PER MANUFACTURER'S DURING POUR ' (2) 2"x6" P.T. SILL PLATES FLOOR t FLOORING NS MATERIAL PROJECT' -UPON SILL SEAL UPON __-= FLOOR J0I5r A5 Pf3;PLAN 4 POURED GONG. a 1 COPPER TERMITE SHIELD r 1 11 SLAB 1 a 5/8" 4) HOOKED ANCHOR BOLTS ® FLOOR JOIST As b M I L POLY °�� 1) O.G. W 5" 5GUARE WA5HER d -- Pim PLAN O. , ,G MOISTURE B ENDNUT; AL50 SEE ANCHOR OLT I`\� J015T5 A5 PER PLAN FASTS ED w/(2) RETARDER G I 1 SECTION ON PAGE A-200 5/W V x 5"LONE,NAVY DUTY&A1- a ° � O.C. • EAST.a LAM BOLTS A Ib' INO MUD 4" GRAVEL BASE QI PITCH GRADE RIM BD.;WHEO FOUL.WALL FASTEN ' REINFOUv w/(2) 5/5"m x 5" ONG APPROVED ATE SLAB < 40300 MAIN s RD. UPON GLEAN I COMPACT FILL d ° MASONRY ANWHORS a Ib" oz. v I FLusH BE PECONIC, NY 11958 8 I ` \-MrY AL 6ALY.J015T HANGER EXIST. 4 ° e ` 8" ° EXIST.FOUNDATION WALL EA.J MPMPSON'(OR EWAL)a � � 5{./18 d < d ° A5 PER PLAN 'SIMPSON" BASE (I) # 5 REBAR 1 ° 8 THK. 1MINa P. � _ DP/4VVII�G TITLE:7F ` a I'-6`x1'-b"x1'-O" ° A5 PER M TURER'S CONTINUOUS GONG. CONNECTIONTO FOOTINS, GRADE BM. REIWORCED - �'-°`--- SPEC. BUILDING SECTIO! (I) � REBAR `1 (3,500 P51) FO�?fINS ® 45" O.G. a 11 BUILDING DETAIL SECTIONS I 11 (1) #5 BENT 45" O C. i� REFER TO PAGE A-too SECTION 5/fit-501 SECTION 4/A-301 ASPHALTIC Q z FOR NAILING AND - PAGE: SCALE: I" Io" IMI AMP m STRAPPING OF ALL 5GALE: 1" = I-0 y i PRooF I NG COMPONENTSsla m IC °e 111 ■ 00 (1) #5 REBAR 11 GONTI NUOU5 DATE: 09/28/21 9 OF 9 11 #5 REBAR • 11 I 60" O.G. --- L_ d� (2) #5 REBAR 3" MIN Jr 1-611 SECTION 2/A-501 b` 50ALE: I" = I'-0" =