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Home My WebLink About46630-Z afUt�- Town of Southold 4/10/2023 P.O.Box 1179 0 W 53095 Main Rd Al �o� }'' Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42763 Date: 2/6/2022 THIS CERTIFIES that the building ALTERATION Location of Property: 1370 Plum Island Ln., Orient SCTM#: 473889 Sec/Block/Lot: 15.-6-10 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/19/2021 pursuant to which Building Permit No. 46630 dated 7/28/2021 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: finished basement with recreation room,bedroom and bathroom to existing single family dwellin ags applied for. The certificate is issued to Rockwell,Andrew&Schwartz,Melissa of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 46630 1/27/2022 PLUMBERS CERTIFICATION DATED 1/25/2022 a ituc lumbing Aut ri d i ature SAFFBI/( TOWN OF SOUTHOLD ��o aye BUILDING DEPARTMENT y z TOWN CLERK'S OFFICE "� • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46630 Date: 7/28/2021 Permission is hereby granted to: Rockwell, Andrew 1370 Plum Island Ln Orient, NY 11957 To: Construct additions and alterations to existing single family dwelling as applied for. At premises located at: 1370 Plum Island Ln., Orient SCTM #473889 Sec/Block/Lot# 15.-6-10 Pursuant to application dated 7/19/2021 and approved by the Building Inspector. To expire on 1/27/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $735.60 CO-ADDITION TO DWELLING $50.00 Total: $785.60 Building Inspector ®��OF SOUj�®l a o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 • sean.devlin(-)town.southold.ny.us Southold,NY 11971-0959 Q Mum BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Andrew Rockwell Address: 1370 Plum Island Ln city,Orient st: NY zip: 11957 Building Permit#: 46630 section: 15 Block: 6 Lot: 10 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Platinum East Electric License No: 34091 ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor 1st Floor Pool New X Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X 4'BaseboardHea 1 Duplec Recpt 16 Ceiling Fixtures 1 Bath Exhaust Fan 1 Service 3 ph Hot Water Gas GFCI Recpt 4 Wall Fixtures 3 Smoke Detectors 1 Main Panel A/C Condenser 1 Single Recpt 2 Recessed Fixtures 18 CO2 Detectors Sub Panel 100A A/C Blower 4 Range Recpt Ceiling Fan Combo Smoke/CO 2 Transformer UC Lights Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 21 4'LED Exit Fixtures Pump Other Equipment: In Wall Heater (1) Notes: Finished Basement Inspector Signature: Date: January 27, 2022 S.Devlin-Cert Electrical Compliance Form rV so Town Full Annex ti 54375 Main Road J Telephone(631)765-1802 P.0.Box 1179u G Fax(631)765-9502- Southold,IVY 11971.0959 S �O BUILDING DEPARTMENT TOWN OF SOUT&IOLD JAIL 2Ll 1 CER.TIFICATT 0M Date: Building Permit No. fo�� Owner. - l'Fh�rC (Please print) Plumber: . . � `t T'e�e..Gc• ��a,. ,, gg i (Please print) I'oertify that the solder used in the water<supp!.Tsystem contains less than 2/10 of t%o lead. rs Signature) Swom to before>me this eL f day o.f -m 20 :1:L CHELSEA L. CHALONE Notary Public, State of New York Registration#01 CH6287106 Notary Public, � uaiy Qualified In Suffolk County Commission Expires Aug.5,20 Z OE SOUTyO� # TOWN OF SOUTHOLD BUILDING DEPT. Nyco 765-1802 INSPECT ON . [ FOUNDATION 1ST [ ROUGH PLBG. UNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [j"'FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [. ] ELECTRICAL.(ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O wj 7RE A KS. . � ah FWA Z*0 DATE I � INSPECTOR OF SOpjh°lo # # TOWN OF SOUTHOLD BUILDING DEPT. coum, 765-1802 O 3 INSPECTION ] FOUNDATION 1 ST [ ] ROUGH PLBG: [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] 'FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION J ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE ?/ 'Z INSPECTOR i Yf ` �apP SOUTyo --- ---- - —- --—- - - — # # TOWN OF SOUTHOLD BUILDING "DEPT. 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 REMARKS_: U +Re Lt vRv� Wk VI PW STA Ste/ 3 � DATEINSPECTOR O��OESOUIyo (PV �30 r-1270 "l�ium # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 - 1NSPECTION [ ] FOUNDATION 1ST [ °] ROUGH PL13G. [ ] 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 REMARKS: DATE 'L Z INSPECTOR G~- �. �y� ,.w�� as ��x� s. . ;inr-, ��%�^ C i J �� - _ �ep�e�w�al i `z .� � �� '� � — k a £ � t� is F � J� i, � � � � � (tom►�� v. — r-s ; _ �• V-, I � .� � � w I . . �. � .� � -- �., � . - � � �.� _ ,. r, � ��! �' �� . .�� . d\\�\ �� : � « 4;> �» r��! . . � ��. \ ' /� ,, � /} .�� . �� . . . w. . . . . � � ƒ /�& � , ��/ �\�� \ :dz . � .�-r- | / � ,�: � , !\ . - � � ` � 2 \ » � �\ � \ .kik � � � �. .�\\ . �� \, � ¥ ©�� / ` ` � }• \�� \. \\ ��/ � � �xa�� A }�_ 2x , �� ( �� - d \\ ( � © ! | - � \ � � \ { \ ' \ � ?� �< \� \ / . \§�� . , - � »» .yam^ . � \§ \ _ ��{ � \ ��\\ \. � . f i � .Yr. A N �. INV ..� LZI _ ., TI -Y _ { r .fix NA I A - x a 1 f�� r Nk I 4 AA r �i p .,. _ " , _ � -'� ,_, f r .,.- ��. _-N d v `tr1 1 �. � ��,� ._�� :�i ,�. �� r' r _ '�� 'i .��. t. � ..,g � � � d,� `titi ��e. .s r X-1 -+r... Ad LA --- - - - a k •- r t - . AfT.a,Mr ,�� _'Z�'��t'.- '. f��!' S� �'F FYI 1'f.7.'4yL `� ..-ST��• S ICY A 7v 'Y { d g , It .� , � ! r� ♦, � r #� "' tiq �4 tr _ R jt�.' ,13r i'-:� +f ' �- Qy 1a+°� �� •��I'�,.�y"r',ip�., .'�. tl:� f` :. /fRl� w -Pj ,t t f i �K 1f�' F� f•:"�'" a &�`'- ••SIV*i1"i�J•`.r.: .. 1 to, , • A.�'�C�7 _ ..- ap.-� 'fit'�� Y. • ,. Ilk 7-77 10 S �Y�y �L_ -•y st -. aJ1:. i em .. � -��A ,moi '�fr{. t �'��•'L"` t 10 . ti er. } k ;t t". x n. a�! a y IU E T FER 4 2092 �Erac.,..PT. ky TOM OF SOUI*HOLD 1 :7 E, Al ;t ^— r /J ♦�� 46� ��♦ �`� ♦1♦� �♦�� •_ �♦jam 1 ♦ a� k , r - �r. z, AW S yy ,i FOUNDATION (IST) • 1 e 1 lov TO Mm o ®TJ'GH Fc •: 1 1 e PiLUNI- Amw :® INSULATION-PERN. • • I r�ij��1��.a1� a �►�'. � � '' ' = Tim, 120 _0 � v ME / � 7 v .� i �`• \ t� a �SUfF04,oG 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) 765-9502 https://www.southoldtownny.gov Date Received Al PHICAMN FOR BULL G PERMT 29120V[E For Office Use Only LD PERMIT NO. Building Inspector: JUL 19 2021 Applications and forms must befilled out in their entirety: Incomplete applications will not be accepted. Where the Apphcant'is not the owner,an_ BUILI? TG DEIN', Owner's Authorization form(Page 2)shall be completed. T®�'�'1'r�' SOII 1' OLD Date:7/15/21 OWNER(S)OF PROPERTY: 02 Name:Andrew Rockwell SCTM#1000-15-6-10 Project Address:1370 Plum Island Ln Orient, NY 11957 Phone#:631-804-2724 Email__arockwe1183 mail.com Mailing Address: 1370 Plum Island Ln Orient, NY 11957 CONTACT PERSON: . Name:AMP Architecture, Jess Magee Mailing Address: 1-07-5 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 ®No Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY INFORiiJIATION Existing use of property:�I c l� @_M 119 F-al Ce Intended use of property:�� j) Pes jdej)Cc Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to UA r this property? ❑Yes g"No iF YES,PROVIDE A COPY. Check Box After Reading: The ownerJcontractor/design professional is responsible for all drainage and storm water Issues as provided by chapter 236 of the Town Code:'APPLICATIUN IS HEREBY MADE to the Building Departaidntforthe Issuance of i Buliding Permit pursuant to the Building Zone ordinanceoftBe Town of Southold;Suffolk,County,New;Yoikand oOrdinances th0applicable Laws,Oances or Regulations,"forthe construction of buildings,- additions,alterations or far reinm'l or demolition as herein.described;The applicant agreesto comply,With'all aJ:i t ible,law%ordinances;Gullding code,: housing code and regulations and'to admit authorized nspectors on'pre nises and in tiuilding(s}for necessary inspections Fals_e:statements_ritade hereinare, punishable as a Class A misdemeanor pursuant to section 2M45 of the New York State Penal paw. Application Submitted By(print name): Q CYIi C U1'�, �eSS MCTC5W thorized Agent ❑Owner Signature of Applicant: Date: -7l�� as STATE OF NEW YORK) VVr SS: COUNTYYOF ) f CVI'MCO}(`C ;Jf-S S NM04Ce. being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the ww± J (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file then BARBARA H. TANDY Sworn before me this Notary Public,State Of New York No. 01 TA6086001 Qualified in Suffolk County,�p3 day of 20 al r`nmmiceinn �ri Notary Public PROPERTY OWN EIt_AUTHORiZATIOIli (Where the applicant is not the owner) i, A•1 grew Rocky--e /I residing at 13 70 -7SI4,el 1,4- of 0,4pn'l °VT do hereby authorize lien P Ar'Cb•'Ie e4 w,e to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's.Name 2 o1/C 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 1 roger.richert(cD-town.southold.nv.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: 1� - y• a 1 Company Name: v RC-ClDtf •(/ . Name: License No.: Mr- 3 Y email: a Address: 3 _ l— Q f C`"_,'W,0 -D Ly I I 57 1 Phone No.: - JOB SITE INFORMATION: (All Information Required) Name: Address: 3 to L Cross Street: . Phone No.: BIdg.Permit#: q le G 3 email: AT/flu P-ea,&l I Tax Map District: 1000 Section: Block: 'Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) S Q Circle All That Apply: s Is job ready for inspection?:. YES / Rough In Final Do you need a Temp Certificate?: YES / O Issued'On 3 Ternp Information: (All information required) Service Size 1 Ph 3 Ph Size: A #Meters Old Meter# New Service - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground -Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection FormAs AcG �� qr\� PERMIT# p Address: Switches 4 Outlets GFI's Surface i Sconces I,! H H's I UC Lts Fans Fridge HW Exhaust Oven Smokes -DW Mini �-Carban micro -Generator Combo: Cookto'p Transfer AC AH I Hood. Service 1 ,. Amps - Have Used Speeiai. Comments: 0 2 v Town Hall Annex Telephone(631)765-1802 54375 Main Road j Fax(631)765-9502 P.O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPECONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: 7/15/21 Owner: Andrew Rockwell Location of Property: 1370 Plum Island Ln Orient,NY 11957 Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure X 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): X Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature:_ Name (person submitting this form): A P Architecture,Jess Magee Capacity(check applicable line): Owner X Owner representative TrussReg15.docx Effective 1/1/2015 Pontino, Susan From: Michael Zuhoski <michael.zuhoski@yahoo.com> Sent: Wednesday, October 27, 2021 11:24 AM To: Pontino, Susan Subject: Rockwell residence Hi Susan,this is Mike Zuhoski. I'm going to send you a photo regarding Andrew Rockwell residence 1370 Plum Island Ln. in Orient.We had to relocate two Lally columns and the plan calls for 30"x 30"footings 18 inches deep, however the footing for the existing column that we are removing is occupying part of the space where the new footing is going. I just want to make sure John would be ok with me pouring adjacent to this footing and having it be part of our footing as well. It goes much deeper than the required 18 Please let me know.Thanks. Mike ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 Pontino, Susan From: Michael Zuhoski <michael.zuhoski@yahoo.com> Sent: Tuesday, December 14, 2021 11:56 AM To: Pontino, Susan Subject: Rockwell residence. - Attachments: IMG_8520 jpg;ATT00001.txt; IMG_8521 jpg;ATT00002.txt; IMG_8522 jpg;ATT00003.txt; IMG_8523 jpg;ATT00004.txt; IMG_8524 jpg;ATT00005.txt; IMG_8525 jpg;ATT00006.txt; IMG_8526 jpg;ATT00007.txt; IMG_8565 jpg;ATT00008.txt Hi Susan, I would like to submit these photos of insulation for Rockwell residence. 1370 plum island Lane orient point NY. Permit number 46630. Thank you Mike Zuhoski ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 Pontino, Susan From: Michael Zuhoski <michael.zuhoski@yahoo.com> Sent: Monday, December 13, 2021 11:03 AM To: Pontino, Susan Subject: Rockwell residence Attachments: image0 jpeg;ATT00001.txt Hi Susan,just a question about Rockwell residence 1370 Plum Island Ln. in Orient. I wasn't sure if John was going to want us to Sheetrock the inside of this closet.We have the plumber move a few pipes and they didn't allow clearance for sheet rock so I'm gonna have to have them come back if we need to do type x sheet rock in that room. I'll attach a few photos, please let me know at your convenience. Mike Zuhoski ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. ® EC (e Jnr DEC 12021 1 Fpj BUILDING DEPT. TOWN OF SOUTHOLD i 1 SURVEY OF LOT Q3 MAP OF ORIENT 8Y THE 5EA, SEOTI ON TWO NORTH SEA � FILED OGTOBER i6, Ic{61 FI1 E No. 5444 --�� RAIE 51TUAI -. ORIENT POINT W E TOWN: 5OUTHOLD ,5„ KLA, 5UFFOLK COMM NY 5URVEYED 05-16-02 5UFFOLK COUNTY TAX # 1000-5-6-f0 ;:. N'. r"� VAL.ANi OVIEL L INf S, F01— L L[!T . CMTDMMTO: AVATION IPtSp1rCTION REWRED ,•_, F41CCc L,,5 CWELLINC rki� FOR BANiTARY S't'gTEA�f LOT Fwda;�sfcHarborTidcAgency,lnc. BY}-i�ALT�t pEPA�TMI - - - - - - f ®7 rar rrx M.e v ' SUFFO,.:: (,OUNTY DEPARTMENT OF HEALTH SERVICES o� e I DERV-'• > : »:ZnVAL OF CONSTRUCTION FORALu LL so Lu1 p� r-r. 1:T LCA rr.>rR ' :.1, ........ ..<....- .,?Sf�ENCE ONLY •„•;; ,_. `\ \f.F LL ?(7 V.ALANT r \ W Ln 1 d t Wtr W DATEW-hC!!?aIWF r r?\O t o rr u�,`( ' o R f F1 i APPROVED FOR MAXIMUM O �. MZ ! Cnb.r. � � EXPIRES THREE YEARS FR M i _ s' HOLE % ' F;,Gt I o� QW �hL Ir r_ ev r -? \� :rySLtYt Fnnrr, a- ,Awn � � ri•.•t'i+A `:ate.' ( /Y�+�� fi lL <f ,I CYVF:LLIo-!� DWI=LL INn L0 7 ! ,1 L r as[ ^ 9 r KLt I C"/,E LL 1'M, r f ME L01 ' NOTES: e �[ 1 F YELL' O • .. r. n .. .L AL STAKE FOUND - - �� Af0. Oti I AREA = 23,453 5F OR 0.54 ACREVt3w4 Title # 5AH220625 JOHN C. EHLERS LAND SURVEYOR " ' 6 EAST MAW STREET N.Y.S.LIC'.NO.50202 GRAPHIC SCALE I -501� �\ --- (1��:: RIVERHEAD,N.Y. 11901 Elevation Shown reference filed map 369-8288 Fax 369-8287 REF.-\\Hp server\d\PROS\01-203.pro APPROVED AS NOTED OCCUPANCY ORUSE 0S UNLAWFUL DATE B.P.# WITHOUT CERTIFICATE FEE. 5, d BY: /C-NOTIFY BUILDING DEPARTMFNT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING 8 PLUMBING 3. INSULATION CONAPLY WITH ALL CODES OF 4. FINAL -:CONSTRUCTION ,MUST NEW YORK STATE & TOWN CODE;: BE COMPLETE FOR C.O. AS REQUIRED AND CONDITIONS Of ALL CONSTRUCTION SHALL"MEET THE REQUIREMENTS OF THE CODES OF NEW SOUTHOLD TOWN ZBA YORK STATE. NOT RESPONSIBLE FOR SOUTHOLD TOWN PLANNING BOARD DESIGN OR CONSTRUCTION ERRORS. SOUTHOLD TOWN TRUSTEES N.Y.S.DEC TRUSS PLACARDING REQUIRED RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. a=MM COs RSQnaen All exterior lighting installed, replaced or rePaired shall conform to Chapter 172 of the Town Code PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2/10 OF 1% LEAD. SITE PLAN HATCH KEY: CL O PROPOSED BUILDING ADDITION I ;� <•s r,_ ,..•7 Q U PROPOSED AGGE55ORY STRUCTURE • i k w = N PROPOSED 2ND STORYui Z O VJ Z J F- J - , ----- -- _ Lo }• d• m (5-00 1 .00 PROJECT LOCATION & SCOPE O aGONSTRUGTI ON OF NEW ADDITION AND RENOVATION OF EASEMENT ( SITE PLAN & ZONING DATA p zLu Lu J ��00� •00 GENERAL NOTES J 00 ENERGY TABLE z t�.l STRUCTURAL DESIGN CHARTS FRS EST BATA : --- __ a Z vq (59005,00 HOLDOWN, ANCHOR BOLT, w J N & NAILING DETAILS ti W vi I8 FASTENING�SCHEDULE O = - - - - - - - - - - - - - - - - - - PRO•JEOT / ZONING DATA •• / TAX MAP # 1000-IS-6-10 j �a00 •00 FRAMING GRAPHICS / ZONING DISTRICT R-40 G BEAM CONNECTION PATTERNS / LOT AREA �� 0.538453 1 j FIREBLOCKING DETAILS Gofo - Z-31026 0'1/07/05 ~ � � G.P. / I -- -___ ___ _ A- I O I .00 PROPOSED DEMOLITION PLANS Lu FEMA FLOOD ZONE X V I ! U J / ( WETLANDS DISTRICT N N/A - PROPOSED FOUNDATION PLAN Q DEC DISTRICT N N/A - SUFFOLK COUNTY HD APPROVAL PERMIT # 3 �< EC RE55 / - WINDOW WELL / 7 pl HABITABLE SPACE EXISTING PROPOSED - • PROPOSED FLOOR PLANS 26.0' � BASEMENT AREA c; 21.8' =FIF-5�7 FLOOR AREA 537 S.F. 537 S.F. v _-- - -- -------- -- - ---- - - r" /(n ".•; i�'•�'� PROPOSED ROOF PLAN PROP. ,,', ,r. ;. F, 0 o ROP. ;:° EXIST. 2 STORY h TOTAL BEDROOM COUNT 1 2 FRAME HOUSE AD ITIOW DECK ,, , 21.81 ---- - - - - - - ----- \ I A-20 1 .00 PROPOSED EXTERIOR ELEVATIONS 26.0' / LOT COVERA5E DESGRf"I TION (FOOTPRINT) AREA LOT ,;. COVERAGE � ------------ ---- ------------- / TOTAL LOT AREA 23,435.0 S.F. BUILDING SECTION WOOD STOOP •� , / DETAIL SECTIONS UA AND STEP / EXI5TIN5 BUILDING 760.0 S.F. 3.2% EXI5TIN6 DECK 312.0 S.F. 1.3% ® O PROPOSED BUILDING ADDITION 252.0 S.F. ( 1.1% iF- 101 .00 DWV/ WATER SUPPLY RISER PROPOSED DECK 420.0 S.F. 1.8% o I / TOTAL AREA OF ALL STRUCTURES 1744.0 S.F. 7.4% 7 m. /'. MAXIMUM LOT COVERAGE ALLOWED - 20% w WELL /-xv o ON � REQUIRED 5ETBAGK5 - MAIN BUIL�INO - 3.11 REQUIRED PROPOSED COMPLIES Q FRONT YARD 50.0' 65.0' YES PROJECT: A ` / �51DE 'WARD--- - 15.0' 55.8' YES r / LL� BOTH SI DE YARDS 35.0' cf 8.8' YES ®C KW E L L - REAR YARD 50.0' 50.11 YES ADDITION 1370 PLUM ISLAND LN x / ORIENT, NY 11957 Rl DRAWING TITLE: »�< - - .. ° x\ar� ;•:.N .,... .<.".\ A\• y`\\\. `� .' � ` \..t'`�:, `y, ,�"• '' %'v'.,'�%`5; sge�a <r. ate, `E,i, „ •<>,� >, x, ,. :\ ." PROJECT E LOCATION & SCOP ..r\ „ ... "a • k L"3g•>' „ aa, .,\ �, .��,.t`..I.w ai Sx• \\,x,... '.�,\"F p q,=x�.� "a�,,'°p „ SITE PLAN & ZONING DATA \\•S T.`♦ .�° G. ',:�+$n. a. e x 8. a€ e��. ':• ', .a, .'a e` "'a`g'ar• �"«., \ ., `�, a3•,, . 4. SITE PLAN � ' y 3y,� 'at+s ,may^ .\o� M x,x� � X FY g'.:. .Y`\ 's�'K�' >.�� >..a '.'Ae'\` iS'% ��2°•'`^"•,°' .« >3 b 'd +i "t ,,33 .., p. I II - \: S,<3: 3 ,"F , \ y; i" ��\, ,� dFr\ d x sGALE: I o 15'-0" ," . . „ w `: u�° ° PAGE. �. .s` ��\ °� �:. 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HEINFORMATION ., i t TAMU-- SUBJECT �;'�=;:':�.,. •� �x 14 1 3% , I REPRESENTED SITE .,,� < ' .r„<, ,,., , �,x,. ., W.,_,,.:,<..: \:i. ;;�, �`�� :�,:�:,: Irk, TE THIS 5 E PLAN IS TO THE ,°� � � �'�\\ � � W t, .>,`\ .� baa a ,� ,,..,\.. u, t .<� L R ARGHITEGT5 BEST OF KNOWLEDGE. i • s «°'s .a„ `.:` '.• ..a..,-aux, �4��, �x ,g •'x•N� a'°E .bN .g` ' 2. SURVEY INFORMATION WAS OBTAINED FROM ro ^ `' �' :=s.. k • , JUL 2021 kl , UR AR A SURVEY DATED JANUARY 21ST 2005 ,,.. p`�• ...a, r<.,� e .F .n i x\:_..a...x� o.�°'. Lt:F .ro � is dot. Sdw• \. F'. I^ AND PREPARED BY•JOHN G HERS 'b:•:' „ x\a\ '�;. °�•. �t .\' .i 'fit <.,a* x"."f,' ��'_�; ./' �'. A �:.: •.4 P,\'. �`�\ �t.3�.<, Y.,i;.:a.. :.A:':. "'a fix..` r \a\., ,... C+:��IDIC',"s:,•,.,' i.^ �e°�°"`2 +i; ?p•a`�h x�..�,«t[ r T .E„ a� a r ',�' a .. >_ \\. .> ,.c\, \\:^�\" \ea...7.,"'k i`v" �aa y,a d.:V -a!?'.k..•1 e F i •'i, .. 6 EAST MAIN ST. „ „':. .. ; <,. ,".\x,.�, : :, � .� ^. '� •�,: x,x^•x«:aw`' �>b,� „�, .. a tt\�, :�' .;'k;`^.. \•s : .e. .a'.' "�„' € `tea :::\. ,"�' F.:. �: .a; a.. ., RI VERHEAD N.Y. 11101 � '� TELEPHONE: (631) 361 8288 LOCATION MAF =' 5GALE: NTS NOTES � SPEC I F I GAT I ONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION, CONCRETE, AND MASONRY i A55RE Y I AT I O I�l J 0- 0) IT IS THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDER I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 4 BETTER (Fb = 875) UNLE55 THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT - ------------- -- - ---- - ---- Q U -- TOGETHER AT ALL TIMES. IT I5 AL50 THE CONTRAC OR'S RESPONSIBILITY TO READ ALL NOTES, OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK E3EING PERFORMED AND SHALL COORDINATE THE gD. BOARD INSUL. I INSULATION _ 0 F- PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING 5UB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF --- ------------------------ ------- __ - SPECIFICATIONS,AND BE FAMILIARIZED INITH THE PLANS PRIOR TO WORK 2• ALL LUMBER IN CRAWL SPACES TO BE IS" ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. �- - ` W Z Q BFE BASE FLOOD ELEVATION -- � INT ��INTERIOR 8" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR --------- -- --- L-- _. � _ W = N GREATER 57R.UCTUR.AL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED 501E BLDG. BUILDING �� _ KIPS (1000 LBS) W GENERAL Tq 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THI5 DOCUMENT -- - -- --_-_ - ------------------ I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (1) 2"xb" (THIS DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT., U.O.N. BM BEAM JrMANU. SPEC.'S MANUFACTURER'S SPECIFICATIONS Q W �; APPLICABLE BUILDING DEPARTMENT. IS NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND THI5 P5 FORMAT, AS ____ 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAfi LIKE MANNER. APPLICABLE AS A DERIVED WORK). 4. FOOTINGS TO REST A MIN. OF 4'-O" BELOW GRADE, UNLE55 B.O. BOTTOM OF _ -�,'MAX. CAXIMUM z 4. AT FLUSH FRAMING USE I6 GAGE METAL JOISTS HANGERS BY "TECO" OR OTHERWISE NOTED - ---------------------------------------------- _ Q (n ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EQUAL. I. IDENTIFICATION: ALL 50LID-SAWN LUMBER, GLUED LAMINATED TIMBER, J z BOT. BOTTOM_------ ----- -" __-_ -- ----- MEGH _[MEGHANIGAL = STRUCTURE/SITE SHALL BE FIELD VERIFIE'.D BY GENERAL CONTRACTOR. PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. � -_- --J P J 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRU55E5, GYPSUM, HARDBOARD, AND STRUCTURAL B.O.W. BOTTOM OF WALL MIN. MINIMUM H L0 � 3. ALL WORK SHALL CONFORM To NATIONAL, STATE, AND LOCAL CODES FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS _ __ _ _ AND AUTHORITIES HAVING JURISDICTION. RULES SPECIFIED IN 1.1 THROUGH I.B. UNTIL 11 TIER OF FRAMING 15 IN PLACE. -- � Q 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, G.J. CEILING JOIST - _ NAVD88 NORTH AMERICAN VERTICAL DATUM OF 1x88 J Q Q Q 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, 7. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. 0' In it OF THE OHNER/BUILDER COL. COLUMN NYG BG NEW YORK CITY BUILDING CODE INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED _ _____"____.____"___"__"._"____- __-__- __ >' ' Itt m 7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE GRADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY &. ALL OPENIN55 FOR BEAM POCKETS, UTILITIES, ETC,. TO BE FILLED Z 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE 50LIP WITH CONCRETE. I CONT. CONTINUOUS - -- - - O.G. �I O CENTER Q SHALL BE CLARIFIED WITH THE ARCHITEC•T/ENGINEER BEFORE PROCEEDING 8. MIN. HEADER TO BE (2) 2"x10" UNLE55 OTHERWISE: NOTED. AMERICAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE2 0 WITH THE WORK. GR.ADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR 9. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 0-003. DBD L. OUBLE OCG. J OCCUPANCY 6. NO DEVIATIONS OR GRANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE q ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE DFE DESIGN FLOOD ELEVATION ---_- __ PBFE PRELIMINARY BASE FLOOD ELEVATION Q W UNLE55 APPROVED BY THE ARGHITEGT/ 5TRUCTU F.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-99, l0. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 .._I DAYS OF 4,000 P.5.1., U.O.N. DIM. DIMENSION P_GONG. -� POURED CONCRETE -� 00 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERSSHALL MEET -_ --- ____________________-__________ _- BEFORE THE START OF FRAMING ON PAGE G-003. GENERALLY, SHEATHING I5 OF 1/2 THICKNESS ON WALLS AND THE PROVISIONS OF AN51/ALTG A 190.1 STRUCTURAL GLUED LAMINATED 11. GONG. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH Z �' W ROOF AND 15 OF GDX GRADE, UNLE55 OTHERWI5E NOTED. SEE FLOOR PLANS TIMBERS. 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER D.J. DECK JOISTS ---- - _ PL. PLATE Z 6� ,H FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN - . � � ) 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. APPLICABLE. 1.3. PREFABRICATED WOOD 1-JOIST5: ASSEMBLIES U51NO PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. EA. EACH - - -- - PLYWD. [PLYWOOD � Q WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM 175055 -- 9. DO NOT SCALE DRAWIN65, WRITTEN DIMENSIONS TAKE PRECEDENCE I ELEV. ELEVATION P.T. PRESSURE TREATED Q z ,H II. SUB FLOORING, GENERALLY, TO BE OF 3/4 THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 13. BRICK VENEER TO BE ANGRORED WITH CORROSION RESISTANT TIES - _ ___ ___ _ _ 10. OHNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, NAILING AS PER FASTENING SCHEDULE ON PAGE 6-003 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THI5 (1) WALL TIE PER (3) 50. FT. DOCUMENT, THE GOVERNING BUILDING GORE AND ANY ADDITIONAL EQUIP. EQUIPMENT REQ'D REQUIRED LLL J cV CERTIFICATES, CERT. OF OCCUPANCY OR. COMPLETION AND U.L. APPROVAL 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR R.EQUIR.EMENT5 A5 SET FORTH IN THE MANUFACTURER'S CODE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, -- - --`_- -_=_--_-_--___ --- - �-- APPROVED EQUAL. EVALUATION REPORT. MAX. 32-O' O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. EXIST. ]EXISTING Ri _ �[RISER 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA -- -- ___-_________==_____-= -=_= ---- -- -_-_" I` = Lo UT RITTEN EX --� Q AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHO W 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES I5. APPLY (i) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. T. EXTERIOR _� RM. ROOM Q PERMISSION FROM THE ARCHITECT. --_-_.- -- A --- - - ---------- r J Q UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2" ABOVE FINISH GRADE:. '- -- A5TM D545(6 STANDARD SPECIFICATION FOR EVALUATION OF F.A.I. FRESH AIR INTAKE R.R. ROOF RAFTER 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND IS --- - ____=__-___-_-_-_-___-.__-=__ _-_ 14. PROVIDE 'X' GROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THI5 DOGUMEN, THE I6. NO CONCRETE OR MASONRY WORK IS TO BE PERFORMED IN TEMPERATURES RESPONSIBLE FOR DESIGN INTENT ONLY. o FAR J FLOOR AREA RATIO STL. STEEL 1 EXCEED 9>'-O" AND AT EVERY &'-O". GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS A5 OF 40 F AND FALLING, UNLE55 APPROVED BY ARCHITECT/ENGINEER. NO -- HOL E)ONN DETAILS T'rFIC.,AL NA I L= I NO/STRAFE NO REOU I REl�[ENTS FOR - ---------- FASTENING SGHEDULE A - - Q U ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEG.'s;MANUFACTURER UFLFT/ SHEAR, $ L=ATERAL RES STAN( NOTE: THI5 SGHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS 0 20 SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 0-005 FOR STRAPPING AND NAILING REQUIREMENTS, W 2 N AND ROUGH OPENING FRAMING REQUIREMENTS) ,J v "ALL STRAPPING TO BE V4"x 20 GAUD_** -- "SIMPSON" EQUIVALENT - 0520 (COILED STRAP) ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE W FUSE lociNAILS IF STRAPPING I5 OVER PLYWOOD; TVP. FOR ALL (SGHEDULE AS PER AWG 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 3.1) Lu �; HOL170WN 'A' HOEDOWN �B FASTENER SPEC,. FASTENER �' Z DE5GRIPTION AND QUANTITY SPACING O z CONNECTION ?� - - -_---- — �, _ NA La I NO OR I D , --- -- --- ---- -- - --- \ry ROOF GE I L I NO FRAM I NO � � FOR NEW 4 EXIST. � ----- -- - O FOUNDATIONS " I.DIM's ARE ALL MIN.#'s BASED ON USE OF ONLY A Ibd —_---- -------------- — --- ---1 O O ENDWALL COMMON NAIL w/o PREBORED HOLES. ENDWALL " •••-"" RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 0-003 PER RAFTER IS) m (3) 2x FULL (3) 2x FULL CORNER STUD _. """"" AT RAFTER TO RIDGE �ry Z. 2.HOOD 15 ASSUMED TO BE DF,#2 a BTR. IN DRY USE - Z d• m HEIGHT STUD HE16HT STUD CONNECTED TO ^==•., R.R. y. iv SERVICE - - — - CORNER STUD TRANSFER SHEAR f`' CONNECTION: CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 0-003 PER JOIST CONNECTED TO !. 3.SHOULD THE HOOD IN USE PRESENT A SPLIT POTENTIAL O TRANSFER SHEAR SIE �iY • (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL CEILING JO15T TO PARALLEL RAFTER (FACE-NAIL) SEE PAGE G-003 EACH LAP "51MPSON" HDQa FOR STRAP - 5 8 d COMMON • • • • Lv HOLES,SET NEW MEMBER. HOLDOWN ANCHOR a 2-I66 COMMON f . . . ------- z 2-I6d COMMON 1 NAILS @ EA. END OF STRAP. - - — -- NAILS a b" O.G. b LOCATIONS NOTED NAILS a 6" O.G. b • • • 4.NO MIXING OF NAIL 51ZE5 OR TYPES ALLOWED • • CEILING JOIST LAPS OVER PARTITIONS (PAGE-NAIL) q-Ibd COMMON EACH LAP ON PLANS •• , 10" O.G. IF BLOCKED '''•,•,,,r�......•••'`� O" O.G. IF BLOCKED CORNER POST FOR ROOF SLOPES UND)=R 5:12 WITH G.J. G.TIES '�" 5.5EE SECTION 6 FOR ANY REQ'T TO CLINCH THE NAILS(TO -"- -- --- ------- - �J CORNER POST ~��'''� ROOF SPANS OF 24' OR GREATER, TIGHTLY BOND THE END OF THE NAIL TO A X10° ANGLE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE 0-003 PER TIE Itt00 GRAPHIC BELOV•� O USE 4 8 d COMMON NAILS a Z 0) CD "SIMPSON" HDQS N 6.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY % I HOLDOWN ANCHOR ® EA. END OF STRAP FOR ROOF BLOGKINO TO RAFTER (TOE-NAIL) 2-ad COMMON EACH END J LOCATIONS NOTED ° a SLOPES OF 5:I2 AND GREATER. SECTION 12.4-PLACEMENT OF NAILS d SPIKES s TABLE — -- 0 GR 4-I. ON PLANS ° RIM BOARD TO RAFTER (END-NAIL) 2-Ibd COMMON EACH END Z >. 'Cf Z rl CONNEGTION BI B2 AT RAFTER TO TOP PLATE TO STUD LL 'j CDN GONNEGTION: - WALL FRAMING LO M HOLDOWN INSTALLATION OPTIONS: • -- --- - --- FOR NEW P. GONG. FOUND.'s �� " FOR STRAP - LO 5 8 d COMMON NAILS ® B2 TOP PLATE TO TOP PLATE (PAGE-NAIL) - 2-Ibd COMMON 1 �i PER FOOT O� J O HOLDOWN CAST IN PLACE w/7/95 (P THREADED ROD • • EA. END OF STRAP: TOP PLATES AT INTERSECTIONS (PAGE-NAIL) 4-I66 COMMON JOISTS - EA. SIDE ".'' seE I WHEN IN TOWN OF I5LIP OR NAILING 1 FOR EXIST. P. GONG. OR NEWLY GURRED FOUND.'s ,•• ••••..� • • • • _____ __ _ __ �,. i GEOMETRY EXCEEDS THAT PERMITTED IN -7/95"0 THREADED ROD (PRE-DRILLED) EMBEDDED I2' INTO NOTE STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.G. CONCRETE w/ "SIMPSON" SET (HIGH STRENGTH EPDXY r --- ti BI • • V MAX. NAILING GRID ABOVE UTILIZE • • ADHESIVE), 6 FOR TEMP.'S O°F-40°F USE "SIMP5ON" AT [ I SIMPSON # H2A (OR EQUAL) RAFTER TIE }'": — -- w (HIGH STRENGTH ACRYLIC ADHESIVE) J `` - HEADER TO HEADER (PAGE-NAIL) Ibd COMMON I6" O.G. ALONG EDGE5 \ FOR TOENAILING - 3 8 d COMMON NAILS U FOR EXIST. /NEW G.M.U. (GONG. BLOCK) TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD FILL TOP 2 COURSES SOLID k CAST IN PLACE HOLDOWN USE SAME w/"i/a"N THREADED ROD CONNECTION •""""�•••••••••....„,•••,•• -� � FOR G.J. TO R.R. - oI I6 d COMMON NAILS BOTTOM PLATE TO FLOOR J015T BAND JOIST, F" REQUIREMENTS FOR .....•-...... 2-I6d COMMON 12 PER FOOT — % U RAISED MEN (WHEN AT G.J. TO G.J. GONNEGTION: ENDJOI5T, or BLOCKING (FACE-NAIL) Z APPLICABLE) FOR E.A. PLATE TO STUD ABOVE s OR BELOW — - U J +-IOLDOWN 'G' +'+OLDOWN 'D _ _16_d COMMON NAILS FOR G.J. TO G.J. - 16 d COMMON NAILS FLOOR FRAMING Q ' FOFOUNDATIONIST FOR NEWLY POURED CONNECTION GI s C,2 JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-ad COMMON PER JOIST y ' FOUNDATION a ONE STORY ONLY • t (3) 2x FULL ,. HEIGHT STUD ENDWALL , BRIDGING TO JOIST (TOE-NAIL) 2-ad COMMON EACH END ~`y CORNER STUD / --- -- - CONNECTED TO c BLOCKING TO JOIST (TOE-NAIL) 2-ad COMMON EACH END 2y "SIMP50N" HDQ95 � "" • j -f o AT STUD TO FLOOR ASSEMBLY BLOCKING TO SILL or e TRANSFER SHEAR ". /� _ (3) 2x FULL �.".........•-• ......._. . C,2 TO STUD CONNECTION: HOEDOWN ANCHOR a -� 2-I6d COMMON HEIGHT STUD I 3-I6d COMMON EACH BLOCK LOCATIONS NOTED NAILS a 6" O.G. d ° TOP PLATE (TOE-NAIL) - ON PLANS lo" O.G. IF BLOCKED G I ;•• `` �" I FOR STRAP - 5 8 d COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 3-I6d COMMON EACH JOIST CORNER POST a i NAILS a EA. END OF STRAP — ' JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-ad COMMON PER JOIST o I i -- --- — ---- --- -- l FOR EA. PLATE TO STUD ABOVE 4 OR I I' I 2-I6d COMMON / 1 BELOW - 2 16 d COMMON NAILS NAILS a " O. . `.•-• '' : BAND J015T TO JOIST (END-NAIL) 3-I6d COMMON PER JOIST ° 0 - o ........... -. -' BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-Ibd COMMON I PER FOOT �� -'+..... • M1h~''.' .•rte (--__-____-._____— —_--_ - • 'I ROOF SHEATHING STRUCTURAL PANELS: a SOLID 3 „ INTERIOR ZONE ad COMMON b" EDGE / 12" FIELD a° 51MPSON" 5T D14RJ CONNECTION DI D2 PERIMETER EDGE ZONE ad COMMON 6 EDGE /6' FIELD BLOCKING HOLDOWN INSTALLATION OPTIONS: a EA. BAY GABLE ENDWALL RAKE OR RAKE TRUSS w/ ad COMMON 4" O.G. FOR NEW P. GONG. FOUND.'s M .••"....• W' UP TO 9" RAKE OVERHANG HOLDOWN CAST IN PLACE H/1/5"O THREADED ROD FOR EXIST. P. GONG. OR NEWLY CURBED FOUND.'s ,• k"""-"- " • AT 5- TUD TO FLOOR ASSEMBLY TO SILL f GE I L I NCC SHEATH I NO I - "1/b"(P THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO `. PLATE(5) GONNEGTION: ID2 —----- CONCRETE w/ "SIMPSON" 5ET (HIGH STRENGTH EPDXY 1/2" MIN. ' -- -----' 1 GYPSUM WALLBOARD " ADHESIVE), d FOR TE=MP.'s O°F-40°F USE "SIMPSON" AT K 7 i i Sd COOLERS -1 EDGE d 10 FIELD CORNER ° o FOR STRAP - 3 8 d COMMON NAILS a EA. WALL SHEATHING (HIGH STRENGTH ACRYLIC ADHESIVE ) OSPECIF�D ON D I ':•-- • END OF STRAP (WRAP STRAP UNDER SILL FL) ! � FOR EXIST. /NEW G.M.U. (CONC. BLOCK) ~ ' • I TVP. FOUND. NOTE •, � j FILL TOP 2 COURSES SOLID b CAST IN PLACE HOLDOWN IN, ' ° FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - w/-7/95"cP THREADED ROD `. _ _2 _IG_ d COMMON NAILS j STRUCTURAL PANELS ad COMMON 6" EDGE / 12" FIELD ALTERNATE CONFIGURATION - ABOVE STUD TO tI GYPSUM WALLBOARD 5d COOLERS 7" EDGE 10" FIELD ; FLOOR CONNECTION w/ # LPT4 SIMP50N (OR !•-•-••-•••••••••.••••••-• STRAP w/(5) Z ......... ad NAILS a EA.END - --- - NAIL NO/STRAFF I NO Jul i NDOJ�I/DOOR HEADER STANDARD/ALTERNATE EQUAL) ® PLATFORM TO SILL PLATES ""-� OF EA.STRAP To EA.J015T-(FOR FLOOR SHEATH I NO (SUBFLOOR) 2 ALTERNATE USE SIMPSON H2.5A) NOTATION: STRUCTURAL PANELS: A - NUMBER OF bd NAILS a EA. END OF STRAPPING (2018 WFGM,TABLE 3.'1, P. 1511) CONNECTION E "...• "" I" or LESS: 8d COMMON b" EDGE ,/ 12" FIELD >; B - NUMBER OF SILL STUDS-ON FLAT (DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 3.23B,P. 2ql) "" Lu " GREATER THAN I": IOd COMMON b" EDGE ,/ 12" FIELD Lu G - NUMBER OF FULL HEIGHT KING STUDS a EA. SIDE OF HEADER (2018 WFGM,TABLE 3.23G, P. 2112; •'•""""•""" • ALTERNATE AS PER TABLE 3.23D, P. 2113) "�" • D - NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER a EA. SIDE -- • I - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED b" O.G. AT THE PANEL EDGE. IW. A D (201a WFGM,TABLE 3.-1, P. Ibq) r' AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL 5HEATHING NAILING I5 REDUCED. Q E - NUMBER OF JACK STUDS a EA. END OF HEADER(20195 WFGM, TABLE 3.22F,P. 2595) ° PLATE(5) CONNECTION FOR EXAMPLE, IF WALL SHEATHING IS NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER G F - NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILL(5) a EA. 51DE ° a SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR (DOES NOT APPLY TO DOORS) (2018 WFGM, TABLE 3.b, P. 1111) ` °° ° °a ° ° SLAB ON GRADE APPLIGATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: ° � - WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF .-.::::'w ° ° ° ° ° ° ° B '••••-....,•,� � NAILS SHALL BE PERMITTED TO BE REDL'GED TO I-IGD NAIL PER FOOT. E— FOR STRAP - 3 8 d COMMON NAILS a EA. s - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH FASTENING SGHEDULE B ,._ a, ° °° a n END OF STRAP (WRAP STRAP UNDER SILL PL.) SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS ° �° FOR EA. PLATE TO STUD ABOVE s OR BELOW - USED. ®�'�' (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2018 EDITION) _2_ _16_ d COMMON NAILS ONA NOTATION ROUGH A B G D E F 6FL'I OPNG 1370 PLUM ISLAND LN 2 1 1 1 1 1 ORIENT, NY 11957 4 I 2 2 2 2 5FL� 1 � 1 NO OF TOF FLATS GABLE ENDWALL • - PROVIDE (2) 2"xlo" HDR (MIN.) U.O.N. 6'-O" 5 1 5 5 5 5 BRACING/STRAPPING DRAWING TITLE: (B) - REQUIRES SILL PLATES OF 2"xb" (MIN.) FOR RAKES 12" OR HOLDOWN ANCHOR BOLT TOP PLATE $LOCKING 2 LESS PROVIDE b'-O" 7 2 5 4 4 4 SPLICE —} TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAYS BACK® BLOGKIN6® 12"O.G. STRAPPING & NAILING DETAILS LENGTH I FOR WIND - EXPOSURES 5$0 - FOR WIND - EXPOSURES 640 - 4'-0" O.G. TO AGHEIVE RAKE O.H. s ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF FASTENING SCHEDULE BUILDING MINIMUM 5PLIGE 1,211 BUILDING MINIMUM SPLIGE'�'� DIMENSION (FT.) LENGTH (FT.) DIMENSION (FT.) LENGTH (FT.) TVP. STRAP w/(3) PAGE: bd NAILS EA. END 12'-0" 2'-O"/2'-6" 12'-O" 3'-O" OF EA.STRAP 0 0 3 A N I I O R E30LT I l°�'� I O N ATTIC ---- - w ■ 20'-O" 4'-0"/5'-0" 20'-O" 5'-p, BLO SPECIFICATION (2015 WFGM TABLES 5.2A 4 3.25, P. 157-160) 24'_p, - 4_p _p 24'-O" 6'-O" BACK® 4'-O" O.C. -------- CORNER GKING 2 BAYS DATE: 7/15/21 CONDITION 395 FOR ALL STRUCTURES: 3 OF 11 • • 5/a"O ANCHOR BOLTS a 3Q" O.G. 295'-O" 5'-O"/6'-3" 295'-O" '1'-0" •" 32'-O" b'-O"/`1'-6" 32'-O" a'-O" iv SECOND FLOOR i w 56-011 561.011 ell-oll NOTES: I.TABULATED SPLICE LENGTHS A55UME TOP PLATE-TO-TOP PLATE N, M CONNECTION USING 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE „ LENOTH5,THE NAIL SPADING SHALL BE REDUCED IN ORDER TO 40'-O" 8'-O"/IO'-O" 40'-0" 11'-O" $LOCKING 2 BAYS ` i. MIN. EMBEDMENT INTO CONCRETE HEND PROVIDE AN EQUIVALENT NUMBER OF NAILS w/ 3" SQUARE WASHERS AND END NUT SETUP; BACK® 4'-O" O.G." 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 50'-O" 10'-O"/12'-6" 50'-O" 13'-0" TYR STRAP w/(3) IS EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 8 FILL CONDITION IN EXPOSURE B I n TOP TWO COURSES SOLID I bd NAILS EA. END T 3.TABULATED SPLICE LENGTHS ARE BASED ON b FOOT WALL 6O'-O° I2'-O°/IS'-O" bO'-O" I6'-O" OF EA. STRAP 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR HEI6HT5 FOR OTHER WALL HEISHT5,H,THE TABULATED UNIT LATERAL LOADS SHALL BE MULTIPLIED BY H/b; „ FIRST FLOOR PLAN DIAGRAM OF ZONES OR REPLACED BY HOLD DOWNS FOR 5HEARWALL5 FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE '70'-0" 14'-0' -701-011Iq-0 ` (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): 501-011 16-O T NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR _ 3. ANCHOR BOLTS ARE TO BE BETWEEN 6 8 12" FROM ENDS AND CORNERS (TWO a CORNERS) q'WALL L125 _ 80-O' 221- FROM I �•• ' (SEE DIAGRAM TO LEFT) IO'WALL 1.25 BLOCKING 2 BAYS n••- ""? II'WALL- 1.3-15 12'WALL - I.5 THIS COLUMN w/MULTIPLIER BACK a 4'-0" O.G. 4. COORDINATE w/ HOLDOWN LOCATIONS FOR 10'-0" WALL 4.TOP PLATES SHALL BE A MINIMUM OF STUD 6RADE MATERIAL MISCELLANEOUS FRAMING GRAPHICS - - _ CONTINUOUS BUILT-UF GIRDERS, 5 OR MORE SUFFORTS //' }�I I /� t� NO (THAT EXCEED FRAMING STANDARDS, IT 15 REO'D FOR FRAMER TO HAVE A I R B L<O�/K I`�� O R 1�I�T ORM WOOL/ R M I I V�./ V WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AWG] DETAIL BOOK CONNECTION PATTERN SCHEDULE Q ASSEMBLY REQUIREMENTS: (FOR ENGINEERED LUMBER [ie. WOOD 1-JOISTS] SEE MANU. SPEC.'s FOR ADDITIONAL INFO.) cl _ AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) BETWEEN 1/6 - Z O CONNECTION d 1/4 OF A WHEN GIRDERS MADE UP OF JOISTS NAILED W N - PATTERN DESCRIPTION TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER �� % J r-{ BLOCKING UNDER LOAD BEARING WALL THREE OR MORE SUPPORTS, JOINTS ARE TO BE / I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES MAX.32" LOCATED BETWEEN ONE 51XTH AND ONE QUARTER \ AS FIRE-STOPPING. Q W NON-LOAD BEARING WALL OFFSET FROM SUPPORT A (2)ROW5 10d NAILS m 12"O.C. THE SPAN LENGTH FROM AN INTERMEDIATE \ \ W >: 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST Z STUDS STUD B (3) ROWS 106 NAILS m 12"o.c. SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE SERVES AS FIRESLOPPIN6. SUBFLooR THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE \ O z (2)Rows I/2" m BOLTS• 12"O.G.STAGGERED; JOINTED ON THE SAME SIDE OF THE SUPPORT. 3. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE J SUBFLOOR G DBL.® ENDS TWO-PIECE PLATE SERVE AS FIRE5TOPPINO. J SOLE PLATE BUILT UP GIRDER P MAX.32" NAILING: I ~ J �-� 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE D I(2)Rows v2" m BOLTS o lb"O.C. TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE \ � d7 O JOIST SERVES AS FIRE5TOPPIN6. SOLE PLATE E (2)Rows V2" m BOLTS• 24"O.C. SIDE WITH IOd NAILS, TWO NEAR EACH END OF '® � O O O - EACH PIECE, OTHERS STAGGERED WITH A DISTANCE — - LL - - BETWEEN 1/6 5 5. FIRE5TOPPIN6 SHALL BE 2 INCHES OF WOOD BLOCKING LO cr (2)ROW5 3-3/8"TRU55LOCK SCREWS• 12"O.C. E V4 OF A OF 16 INCHES BETWEEN NAILS IN A HORIZONTAL y OR OF NONCOM-BU5TIBLE FILL. �' m F SCREWED ON(I)SIDE OF MEMBER LINE; OR GIRDERS ARE TO BE NAILED FROM EACH r, (2)ROW5 3-3/6"TRUSSLOGK SGREW5 m Ib"O.G. P SIDE w/ IOd NAILS, TWO NEAR EACH END OF EACH IY b. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE O G SCREWED ON(1)SIDE OF MEMBER „ f--- _ JOIST, OTHERS STAGGERED w/ A DISTANCE OF 32 /_--_-_-_-_-_--_ I AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN = � H (2)ROWS 3-3/8"TRUSSLOGK SGREwS m 24"O.C. BETWEEN NAILS IN A HORIZONTAL LINE. -• _ JOISTS SERVE A5 FIRESTOPPING. f- SCREWED ON(1)SIDE OF MEMBER THREE-PIECE _" ---- _--_ � Lu I h, J015T 'i. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND Z J MAXIMUM OFFSET (2)ROWS 5 TRU55LOCK 5CREw5 m 12 O.G. BUILT UP GIRDER 1 MAX.32" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d --_ - - Q JOIST DEPTH, d SCREWED ON BOTH SIDE OF MEMBER \ 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS MATCHED SIZE OF BLOCKING NAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. - �r .: �� - SERVE A5 FIRE5TOPPIN6. J 00 UNDER NON-LOAD BEARING FIRESTOP'IN& AND K SCREWED ON BOTH SIDE OF MEMBER PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE � � '% (2)ROWS 5"TRU55LOGK SCREWS m Ib"O.G. �' � > It O BLOCKING - - OTHERS STAGGERED w/ A DISTANCE OF NOT MORE -- _ -_ _ j 3 8. THE HEADER SERVES AS FIRE-STOPPING. Z O O PARTITIONS ® 32' O.G. STUD � _ , (2)ROWS 5"TRUSSLOGK SCREWS® 24"O.G. BETWEEN I/6 , I L SCREWED ON BOTH SIDE OF MEMBER s 1/4 OF A THAN 32' BETWEEN NAILS IN A HORIZONTAL LINE. --- / DOUBLE PLATEJ�II Q. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL J r I O BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO z 4 GE I L I NG BRAG I NG P FOUR-PIEGE CIDERS ARE TO BE A55EMLED AS - -- _-_-_.__ ---- l STRINGER TO SERVE AS FIRESTOPPING. NorE: — i =- - - - FOR THE THREE-PIECE GIRDER. -- =_- -_ --- -__ _-i II Q Z GANTI LEVERED FLOOR 1.BEAMS b HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED 6--_._ GABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN 'A'WHEN 8"OR SMALLER �� j 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR n1 8 CONNECTION PATTERN'B'WHEN 10' OR LARGER P �� _ I Lu - � � � I FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH � W CD 5TUD 2.WHEN 5GREWIN&OR NAILING FROM BOTH SIDE5 OF MEMBER- FOUR-PIEGE ANCHORING_ 2 / �� \� �-�' APPROXIMATELY I-INET DEPTH O NONCOMBUSTIBLE MATERIAL LO cc Iri / OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP 61RDER HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH GIRDERS ARE TO BE SECURELY ANCHORED TO I r' FIRESTOPPING SHALL NOT BE REQUIRED WHEN THE BOTTOM OF SOLE PLATE 2"x4" CONTINUOUS &ABLE END MASONRY PIERS, NAILED TO WOOD POSTS OR O Q SUBFLOOR LATERAL BRACE ® V O.G. TRU55 THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE CEILING ,� O BAND BOLTED TO 'STEEL COLUMNS. 1.� // AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE JOIST 2) lod NAILS TRUSS OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY GAN BE CARRIED AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL 10)Bd PLATFORM FRAME CONSTRUCTION 5HRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER CEILNG ON NALNO �ATTER S FOR SDE LOADED 5E�!vIS (Io . FLUSH BEAMS) -LOCATIONS EQUIRUNG FIRESTOPPIN6- NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE W NAILS AS FIRE5TOPPING. FIRE- FIRE_ WOOD 17IRESTOPPIN6 FIRE5TOPPIN6 FASTENING RECOMMENDATIONS FOR SIDE-LOADED, STOPPING STOPPING FIRE- FIRE- MULTIPLE-PIEGE MEMBERS STOPPING STOPPING SOS V F— ui V rm JOIST * 5d COOLER NAILS® 10" O.G. NAILED BOLTED' Y i I; lw, IIpI,I _ J 4" BLOCK NAILED TO EA.BRACE _ VERTICAL U J 2 x L �� I—ffrBLOCKING 2 ROWS Ibd S ROWS Ibd 2 ROW515' 2 ROW514' 2 ROWSY2" � y^� w/(4) IOd NAILS COMMON COMMON O.BG05T5 eP�iE a BOLTS BOLTS '� COVERING 15 APPLIED A IPPL EDN STUD GYPSUM BOARD 20 CUA. STRAP TWO ROW5 12"O.G. THREE ROWS 12' O.G. "''9 JOI5T5 6 12'O.G. O 12'O.G. O 12"O.G. O b"O.G. DOUBLE PLATE , BEAM SELECTION w/ STD. NAILING ° ° ° ° ° ° ° TO UNDERSIDE OF LOCATION I LOCATION 2 LOCATION 3 LOCATION 4 " 5d COOLER NAILS® 10" O.G. CIO) Sd NAILS JOIST SHALL BE LOCATED DIRECTLY ,NOS ENDKALL 5TUD5 AS NOTED IN NOTES -7 8 8 ° ° ° ° ° DENOTES ALT.FOR USE OF DRYWALL SCREWS FIPE5TOPFINS S NONCOMBUSTIBLE ALTERNATE LOCATION OVER STUDS, UNLESS TOP PLATE 15 4" ® EDGE/ 12"® FIELD FULLY BLOCKEDSOLE OF GIRDER ,,, I.TOP AND BOTTOM ROWS SHOULD BE 2"FROM ED&ES r. WOOD FIRESTOPPIN6 DESIGNED To CARRY THE LOAD 50REW5#6 - V4"TYPE w OR 5 FIRE5TOPPIN6 LOCATION 5 LOCATION b 2.BOLT HOLES ARE TO BE THE 5AME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2" TWO ROWS 24"O.G.STAGGERED TWO ROWS 6"O.G. ` FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUGH THE FULL INTERIOR STUD DETAIL THICKNESS OF THE MEMBER.USE WASHERS UNDER HEAD AND NUT. O O C+ O C n O O O 3.STA66E R EACH ROW OF FASTENERS BY I2'. ,\ OVERLAID ROOF ° ° o � o c� � o 0 0 0 2 SPACF AG NO ATTACHMENT 9 VALLEY 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING 15 FROM EACH SIDE. j I'j Ili TO BE FILLED , ® NONCOMBUSTIBLE FIRESTOPPIN6 5.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FIRESTOPPING j I' �'e / 11[ \ APPROX.I INCH THICK BOTH SIDE OF THE MEMBER. h '{ b.VALUES FOR NAILING CONNECTIONS MAY BEDOUBLED FOR b"O.G.OR TRIPLED FOR 4"O.G.NAIL SPACING. � LOCATION 7 STn NAILING FOR TOP LOADED MULTIPLE-PIEGE 5EAM5 \ STR.4PPIN6 W/ T.2 ROWS OF Ibd COMMON NAILS(12'O.W FOR DEPTHS 12'OR LESS FIRE5TOPPIN6 LOCATION c{ 4 5d NAILS LOCATION 8 ® EA.END m R.R. 8.5 ROWS OF Ibd COMMON NAILS(12"O.CJ FOR DEPTHS OF 14',16'4 Ib". LOCATION 10 FULL WIDTH 2"x BLOCKINGLu Z I v ') C./ONSTRUr_,,TION DETAILS VIII ND LOAD PATH C-,ONNEGTI ON DETAILS TOP PLATE DRILL 2"0 INTO ROOF DECK FOR R NEW IN6 INSTL. NOT TO SCALE I NTERSEGTI ON 'DETAIL EX15TO NEW R.R. SET w/ R.R. BELOW UPPER TOP PLATE LAPS 4 IOL -CONTINUOUS LOWER TOE NAIL5 NOTED CONT.BLOCKING TOP PLATE SPIKED TO R.R.'5 ALIGN NEW d EX. R.R.AS SHOWN <N0 STUDS PLAN VIEW NOTE: 51MILAR® 'SHED' WOOD JO 15 -0 WOOD JOI ROOF,R.R. IN LINE CRIPPLE 57UD BLOCK I NG -fl JOIST HANGER HEADER -O z GENERAL REG2U I REMENTS FOR GENERAL REG2U I REMENTS FOR W N57ALLA71 ON OF CLINCHED NAILS I N5TALLA71 ON OF TOE-NAILS GIRDER/HEADE o WOOD GIRDER JACK 57UD5 WOOD JOIST - > MAIN MEMBER W O TII N m —qlp• 300 `-, Q J0157 FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADER TYPICAL HEADER CONNECTION I. TOE-NAILS SHALL BE DRIVEN ® AN ANGLE OF PROJECT: MEMBERS-/ vIAM.x 5 APPROX. 30° w/THE MAIN MEMBER 8 STARTED APPROX. Y3 THE LENGTH OF THE NAIL FROM THE MEMBER END, ROCKWELL I. NAILS STALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER, STRAIGHT THROUGH AND BENT OVER A MIN. OF (3) NAIL DIAM.'s AT A q0° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN ADDITION MEMBER, FOR THIS APPLICATION, SHALL BE AT LEAST SIX TIMES THE DIAM. OF THE NAIL RAFTER 3. TO AVOID SPLITTING, NO MORE THAN 2 TOE NAILS SHALL BE INSTALLED IN EA. SIDE OF A RAFTER OR CEILING JOIST WALL STUD 0 WALL STUD WHEN FASTENED TO A 2"x4" TOP PLATE OR 3 TOE NAILS BOTTOM PLATE BOTTOM PLAT 1370 PLUM ISLAND LN ' IN EA. 51DE WHEN FASTENED TO A 2"xb" TOP PLATE. BATHTUB - SUB FLOOR DOUBLE JOIST (� DOUBLE JOIST TOP PLATE ORIENT, NY 11957 GHIM. CHASE SECURING ® STD. SIDE WALL DRAWING TITLE: WALL 5TUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS NOTE: (SIM. ® CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE .JOIST FOR NON-BEARING WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION w/STUDS TO ATTIC FLOOR B 5LK-6 TO R/L 5IDE5 w/ STRAPPING TO R/L SIDES) O tu TOP PLATE ®WO J M Q WIND RESISTANT GONSTRUOT ON �ONNE�TORS PAGE: GHIM. CHASE ALL Q Q z z U - ------ - -----------_=l - _CONNECTION LOCATION: PART NUMBER: NOTES: _ _ v 'Inv w Q RI DOE-TO-RAFTERS 0520 ® 21 " APPLY TO EACH PAIR OF RAFTERS ! Z ® RAFTER-TO-WALL H-7 APPLY TO EACH RAFTER DATE: 4 OF 11 ROOFo o7/15/21 a RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER REaV BLOCKING TO ALIGN w/STRAPPING �� PLATE-TO-WALL 57UD 0520 © 0 APPLY TO EACH WALL 57UD _ IQ Z j n _ ® EA. LEVEL ABOVE THE FIRST FL. ® z w D 2N . FLOOR WALL-TO-1ST. FLOOR WALL LFTA or 0520 56" APPLY TO EACH WALL STUD __ h. FLOOR/CLO. ® C HEADER-TO-JAGK STUD 6520 @ 12" APPLY TO EACH JACK STUD ,tc GRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD .14. SHEAR WALL HOLDDOWN ANCHOR SSTB16 APPLY TO EACH SIDEWALL END ° G520 WRAP UNDER DOUBLE SI LL PLATE 15T. FLOOR-UNDER-SILL •F ` ;;; ,; (USE WITH 5" SQUARE WASHERS) SIDE VIEW PLAN VIEW USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RE51STANT CONSTRUCTION. FOLLOW MANUFACTURE'S REGOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. Q C.) _ EXISTING TO BE DEMOLISHENEW PARTIAL HEIGHT D D •.° . . WOOD FRAME (L.G. 5TL. O WHEN APPLICABLE) W Z O�O O L1J �'CV EXISTING TO REMAIN NEW FOUNDATION WALL J w NEW WOOD FRAME (L.G. Q W >- 5TL. WHEN APPLICABLE) j Z NEW I-HR FIRE RATED MIN. (2) 2"x4" 57RUCTURAL WOOD FRAME (1_.G. STL. © P057 FOR 4" WALLS O WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL Lo P057 FOR (o" WALLS), U.O.N. O O NEW 2-HR FIRE RATED O O O WOOD FRAME (l_.G. 5TL. 0- Lo d: WHEN APPLICABLE) >- d' 00 Z O Z � Q w J J 00 Z tD rl r-I Q Z w Z c 6 LIur/ tW^ Lo x ri Lo r-I J O W 26-0" F" U -- -- — ---- -_-- - W ~ U _ J POTENTIALLY LOCATION v OF SUMP PUMP V.I.F. �I w NIS w FOOTING AND COLUMN TO BE RELOGATED�� 717" UP ti UP eJ TO" - ;-u FOOTING AND COLUMN TO DEI- -'- EI- RELOCATED�� WINDOW OPENING TO BE ENLARGED FOR I N5TALLATI ON OF EGRESS II WINDOW H IIIm w I Iw O I,tu 0 1 EXISTING �I O U BASEMENT WINDOW TO BE REMOVED w, } O w . Q 0 PROJECT- ROCKWELL ROJECT:ROCKWELL - - - - - - - - - -- -- - - - -- = ADDITION I I � I 1 � ------_____ - -- ---_ _ 1370 PLUM ISLAND LN DECK TO BE _ DECK TO BE r----- ___ ORIENT NY 11957 REMOVED REMOVED _ I _--_ --__ - -- EX51T. PECK G FOOTINGS AND DRAWING TITLE:— GOLUMN5 TO BE REMOVED -J PROPOSED DEMOLITION PLANS PAGE: AA 0 _A Am, Am& MMOL FROPOSED BASEMENT DEMOLITION PLAN FROPOSED FIRST FLOOR DEMOLITION PLAN :Lm %x %j SCALE: 1/4" = I'-O" 5GALI-: 1/4" = 1'-0" DATE: 7/15/21 5 OF 11 5ENERAL ERAL S*Nrt,�50L E� "r � O Q U EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT Lu Z O WOOD FRAME (L.5. 5TL. Lu 04 04 EX15TINO TO REMAIN WHEN APPLICABLE) // —� � NEW WOOD FRAME (L.O. NEW FOUNDATION WALL Q W >- STL. WHEN APPLICABLE) °g F Z NEW I-HR FIRE RATED © MIN. (2) 2"x4" STRUCTURAL WOOD FRAME (L.G. 57L. POST FOR 4" WALLS J WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURALLo J I— Ln �!c POST FOR b" WALL5), U.O.N. w 0) O NEW 2-HR FIRE RATED CL Lo m D WOOFRAME (L.G. 57L. WHEN APPLICABLE) Z O H er0 z W FOUNDATION PLAN NOTE5 J00 Z � O FOUND 4 POSTS FOR WD. DECK: vq WD. P.T. POST d P. GONG. PIER UPON FOOTING AS PER r-I DECK DETAIL (TYP) Z >- 4 rj FOR WOOD STAIRS ® GRADE: ct Q z O2 4" THK. P. GONG. PAD 8" WIDE x REQ'D LENGTH UPON N 6" GRAVEL UNDER 2"x12" P.T. STAIR STRINGERS a 00 i Ln tY e-•I MAX. 16" O.G., U.O.N. (MIN. 3 STRINGER5) O =) n L TYPICAL LEDGER BOARD ® EXT. DECK: r•I _3O O3 I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS 2. SECURED w/ (2) 5/8" 0 x 5" LONG H.D. GAL. LAG BOLTS ® I6" O.G. rri 3. INSTALL H.D. OALV. J015T HANGERS BY '51MP5ON' (OR W EQUAL) 4. PROVIDE FLASHING TUCKED UNDERNEATH SIDING 8 0- BENT OVER TOP EDGE OF LEDGER BD. 5. 5EE NOTED DETAIL I V W TYPICAL P. GONG. FOOTING 8 WALL CON5TRUGTION: O • (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD NEW 3.5" STEEL U ~ 8 SILL SEAL COLUMN ON J • ANCHOR BOLTS AS PER PACE 5-003 I 30"x30"xl8"D. J • P. GONG. FOUND. WALL AS PER DETAIL UPON PAD FTG. Q • P. GONG. FOOTING AS PER DETAIL ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR • B.O. FOOTING 3'-0" BELOW GRADE MIN. _,":: „^ • • 1/2" EXPAN510N JOINT ® PERIMETER OF 5LA5 (WHEN APPLICABLE-) • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / J W STOOPS (WHEN APPLICABLE) Q • MA50N TO ACCOUNT FOR FINISH STONE ON THIN SET FOR HEIGHT OF WALL 3 SLAB (WHEN APPLICABLE) Q p �Q � q-- � I I OIS"x8" DEEP P. GONG. CONTINUOUS FOOTING _ j AS PER NOTED DETAIL (TYP.) p O 3" UN-REINFORCED GONG. SLAB It — OHOLDONN: HOEDOWN 'B' AS PER PAGE G-003 NEN 3.5" STEEL COLUMN ON 8 BEAM POCKET (TYP.) 30"x30"x18"D. �I PAD FTG. TYP. 5TL. COL.: w O SEE NOTED DETAIL AS PER PLAN Q Q til FREEZE PROOF HOSE BIB: pp�QJ 10 FASTENED w/MASONRY ANCHORS (PRECISE p Q -I LOCATION T.B.D. IN FIELD - CONSULT w/OWNER) r;j _J p ca RELIABILT 30001 SERIES 31,"15"xl-1.75" 3" JAMB TILTING m ly Q II VINYL BASEMENT WINDOW (OR EQUAL). PROVIDE (2) 2"x8" O P.T. HEADER. ~ POCKET NEW CIR.DER INTO CRAWL SPACE DOOR SYSTEMS 32"x±20" EXTERIOR EXIST. FOUNDATION WALL I2 CRAWL SPACE HATCH (OR EQUAL). PROVIDE (2) 2"X5" P.T. b 8 (TYP.) HEADER SOIL BEARING CAPACITY NOTE: STRUCTURAL DE51ON OF FOOTINGS ASSUMES A - 105 - Z SOIL BEARING CAPACITY OF 1.5 TON5/5.F. I I I I�D w to II p w I I m I HALLFIN ETOFTO. AND EXI T N#FOUND.TION U POURED CONCRETE AND STEEL REINFORCEMENT NOTES: WALL;E X4 PIN 4 REBAR I' 6 I 'n - _ O.G TICAL UP WALL; p I II NEW 2"x8" x 0 �i NEW 2"x8" 11 I O EDDED 6" BOTH WAYS. I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT - F.J. I6" O.C. J F.J. I6" O.G. �j FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND I I �> W DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTIN55 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION NEW 2"x8" .; I NEW 2"x �O n� Q SHALL BE DEWATERED. THE POUR 51TE SHALL REMAIN DRY FOR P.T. D.J. q I P.T. J. ,�^ p ENTIRETY OF POUR CONTACT ARCHITECT WHEN WATER Is O.G. I A-501 6 I I ® I O.C. ry" ENCOUNTERED PROJECT: 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS ci' v 4. ALL FOUNDATION WORK SHALL BE 4,000 P51 POURED CONCRETE AT A-301 �-2' 6" ul ( I gyp.. ' w 2' 6" A-301 25 DAYS AND SHALL CONFORM TO THE CURRENT AGI 318 GORE T T I 3 11 A-3ol I T T " r ROCKWELL 5. ALL RONFORGEMENT BARS SHALL BE DEFORMED EPDXY COATED i p 6 I 2 A-501 Y CARBON STEEL A5TMA615 GRADE 60. WWM FOR SLABS DO NOT g -ADDITION- NEED TO BE EPDXY COATED p I p p p 1 1 0 1 I NEW 2"x8" ( i W 2"x8" ► 01 ti 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS _ " p_ F J 16" O.G. F.J. I6" O.G. A-301 p_ " SHALL BE STAGGERED 3' JAMB TILTING O tr 12 II O � 3 .). PROVIDE (2) 2"x8" r• O _O i- -1. PROVIDE MECHANICAL DEVICES TO HOLD STEEL 8 HARDWARE IN x = +�� x 1370 PLUM ISLAND LN PLACE AT TIME OF POURING 4 MAINTAIN REQUIRED CLEARANCES, _ 4 I I ORIENT, NY 11957 COVERAGES, AND PLUMBNE55 " 5 Es. GEMENT SHALL CONFORM To ASTM 0-33 FOR STANDARD WEIGHT I I — - — — CONCRETE 1- 1 (2) 2"x8" DJ (2) 2"x8" DJ _ 1 1 _ DRAWING TITLE: GONGETE - GOLD WEATHER POURING b CONCRETE MIXTURE 2 8" 1 14'-0" 8" 2 PROPOSED FOUNDATION PLAN 1. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF ( 3 •I i A-301 CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE V 4 HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE 1 N Q _x pp 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS -t- I \Z x z �_ r' 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL I I ® CONFORM TO AGI Sob. I PAGE: 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / I SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO _ (2) 2"XII" P.T. DRP. GIRDER opm U- 1; N lk U TEMPERATURES WITHIN 10° F OF CONCRETE. L - - - - - - - -- - - - - - - A- - - - - - - - J a J. 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. REMOVE AS REQ'D. 8'-O" 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE 26-0" PERMITTED WHEN NECESSARY. DATE: 7/15/21 6 OF 11 T FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33° F OR HIGHER AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. 8. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. q. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE PERMITTED TO BE ADDED TO CONCRETE MIXTURE A5 PER AGI 306 (ASTM G4(4/G494M, TYPES G AND E). � OPOSEr7) FOUNDATIONFLAN AN 10. CONSULT ARCHITECT WHEN STEEL EMBEDOMENT GROSS SECTIONAL _ " AREAS EXCEED ONE SQUARE NCH. NEW FOUNDATION - 252 S.F. 5G,4LE: I/4� O 11. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS 4' REACHED A COMPRESSIVE 5TRENCTH OF 800 PSI. 12. PLACEMENT TEMPERATURES SHALL CONFORM To AGI 306 OEI ORAL 5"*-r��50L <E"�r ° ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. 5PEG.'s. SEE PAGE "0-003" FOR NAILING $ STRAPPING DETAILS. a Q DOOR SCHEDULE Q NEW PARTIAL HEIGHT EXISTING TO BE DEMOLISHED , WINDOW CHARTUJ Z r ` WOODHEN APPLIGABLE)STL. O� DOOR--- -0�- MATERIAL W N EXISTING TO REMAIN '/ - -- " - -- --- EGRESS TAG DESCRIPTION 0 CLEAR W NEW FOUNDATION WALL i NOTES TAG TYPE MODEL # ROUGH OPENING WINDOW DIMENSION NEW WOOD FRAME (1_.G. WIDTH HEIGHT F d II OPENING Q W O i _ ' STL. WHEN APPLICABLE) -------- --- Z L----------- - -----.--0 - Y�IiJfH � - HEIGHT[--WIDTH HEIGHT O Z I �+ � I �----{ - - I-`-1 WOOD FRAME (L G DL. © P05T2FOR 4" WP�LLSTURAL EXTERIOR � ---- J �- --- A SIDELIGHT FW5L1-768 I'-T O __, 6-8 - --I,'-6 9++ -- -- -- 1- J WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL - _-__- - - - --- - - - �--- ---- ------ - -- - -_ - - Lo POST FOR 6" WALLS), U.O.N. OI FW06068L 6'-O" 6'-8" + E • i' W/(2) SIDELIGHTS B DOUBLE HUNG TW25410 2-ICS 5-O g �I 2-9 " 5-O O NEW 2-HR FIRE RATED0 ' II ,I FULL GLASS �- --- -- 02 THERMATRU 2-10 6-8 I • • G TRANSOM FWT2�f 110 2'-�(" � ['-10 � 2'-8 �" I'-a ----- -- I m WOOD FRAME (L.G. 5TL. J - L --1 WHEN APPLICABLE) SMOOTH STAR �- --^ _- -- __,I_� �I_(CLEAR) I � f� INTERIOR -- - - -- - -'- -- - ---- L---- D DOUBLE HUNG TW2656 2'-8 5'-8 ° 2'-1 " 5'-8 - --F RE55 - O --- - 03 MECH. ROOM DOOR- J�'-6" 6-8 -_- I A- ® ^ ==-1 -3/4 HR RATED Z W LLLr ILL 1 (11 [ Q 04�I POCKET DOOR 2'-6" -8 00 FLOOR PLAN NOTES 05 INTERIOR DOOR 2-8 6-8 • z ---1[OI 1. INSTALL DOOR NEW INTERIOR DOORS WHEN GALLED 06 ][INTERIOR DOOR 2'-6" 6'-8" •��- � '-O - - - z 4, OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). - - Z (2) 2' PANEL -- -- Q Z 'r"I 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED 01 SLIDING OL05ET 4'-0" 6'-8" • Lei_ J N OUT ON PLANS BY 'THERMATRU' (OR EQUAL). DOOR 3. DOOR TYPE TO SELECT --- Ln vi 4.INSTALL AS PER MANU SPEC.'S 3.PROVIDE (2) 2"x8" HDR., U.O.N. 4.PROVIDE (2) 2"x10" ® SLIDER B 511DELI514T5 5. SEE PAGE 0-003 FOR ALL OTHER FRAMING ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. OSTAIR 4 RAILING NOTE: 2 I. ALL NEW STARS SHALL HAVE MAX. 1-3/4" RI W 3 MIN. 10" Tr •- RISERS SHALL BE CLOSED :26-0-- 2. 6-O"2. 42" HIGH GUARDRAIL B SPINDLE 5PACING NOT TO ALLOW PA55A6E OF A 4" 0 SPHERE; F- 36" HIGH HANDRAIL 8 SPINDLE SPACING NOT - - - - - - - - - - _ - _ LU TO ALLOW PASSAGE OF A 4" 4) SPHERE 3. GRIPPABLE RAIL AS PER CODE ❑ V = J OSMOKE DETECTOR / GO DETECTOR NOTES: VENT DRYER 3 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT SMOKE /CARBON MONOXIDE COMBINATION DETECTOR TO EXTERIOR HARD WIRED TO EACH OTHER w/ BATTERY BACKUP. 2.INSTALL ALL AS PER MANU. SPEC.'S 3. SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR IN COMPLIANCE: WITH LOCAL CODE r 1 OWINDOW NOTE: N w L- O!_ I. ALL NEW WINDOWS B DOORS SHALL BE ANDERSEN z ' 0� - h4 400 SERIES CASEMENT, DOUBLEHUNIG, OR GLIDING ® j 2z \� (AS NOTED); INSTALL AS PER MANU. SPEC.'S. FOR = a U SUBSTITUTIONS, SEE NOTE #q IN "GLASS WINDOWS REG. ROOM AND DOORS" ON PAGE 0-002 IF CASEMENT - - - WINDOWS - ALL GSMNT WNDWS SHALL HAVE LA NDRY COLUMN AT 134 S.F. STRAIGHT ARM HINGE WHEN _ I 2 ,-'� S.F. I LEAST 3.5" 2.IF DOUBLE HUNG - ALL DBL. HUNG YINDWS TO BE Q O O FROM WALLTILT NASH • ' OPENING 3.ALL GLAZING WITHIN IS" OF FF TO BE TEMP. GL. 6 O 5M 4.SEE PAGE 5-003 FOR FRAMING ELEMENTS AROUND 5 NEW 3.5" STEEL O WINDOWS (TYP. FOR ALL) U.O.N.;(2) 2"x8" HDR. U.O.N. COLUMN ON EGRESS NOTE: BATHROOM = I PAP F "x18"D. PAD FTG. �F• IN COMPLIANCE WITH NEW YORK STATE BUILDING O �� S.F. O5 CODE, SECTION F.310.2.1;THE FOLLOWING MEANS OF • (3) 1.15"xq.5" DRP. T -1 EGRESS SHALL BE FOLLOWED: EXIST. WALL HUNG 1 LVL GIRDER BOILER TO I (PROVIDE ADD. PLY NET CLEAR OPENINO........... 5.1 S.F. o NET CLEAR HEIGHT............... 24" MINIMUM P y2 _ y" UP O NET CLEAR WIDT4�................. 20" MINIMUM IPI RE F:EDITO 8 -5 -3'-O' CLOSET TO DBL. LVL GIRDER.) O 6I gll ACCOMMODATE 03 - I NEW EXHAUST FAN SHALL BE INSTALLED WHERE NEW ENCLOSURE OS VENTILATION IS NOT MET BY MEANS OF NATURAL _ - -.. - -- O CLOSET - - - CIRCULATION THF:000H WINDOWS OR DOORS TO `fl \ / N II T ® p" UP OUTDOOR SPACES A5 PER NYS MECH. GORE SECTION EXIST. E.P. d� `� N4E 1, OZ 5 F - -- - - W-( -- -�- - - -`>i---� \ I '� ------- 405.5.2.5; IN57AL.L AS PER MANU. SPECS TO REMAIN n1 01- , ET pb Co� I EGRESS Q 2.O.a COLUMN AT 3 NEW LAUNDRY 'ROOM: - 3 LEAST 3.5' r _ DBL HUNG C O I. NEW WASH / DRY HOOK UP WINDOW FROM DOOR • L---------- - -- -I - _ 2.COORDINATE 1_AUND. ROOM E DOOQ JAM 5M/CO in DIM.'s w/ WINDOW • _ 3.PROVIDE HODIG UPS AS REGYS PER MANU. WELL SM/GO =ry N1 51ZE OF 1 I o5 HALLWAY It O 0 a 50 S.F. m � LOCATION C DRYER EXHAUST NOTE: D 04 03 POTENTIALLOFT ABOVE. DIN I. DUCT SHALL TERMINATE TO EXTERIOR 7 BEDROOM a N 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY A-301 DRESS _ 120 S.F. OPTION: PROVIDE Z OPENINGS - ADDITIONAL WINE MECH. EXISTING • w 3. DUCT 51ZE AS PER MANU. WINDOW STORAGE G 2 4.DUCT SHALL BE EQUIPPED w/A BACKDRAFT DAMPER 10 WELL L05ETo LIVING ROOM� I 5M/GO 0 5. TRANSITION DUGT5 SHALL NOT BE CONGEALED WWINE ROOM WITHIN NINE S.F. CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO 4 _ 4Q S.F. I m v CONNECT THE !DRYER TO THE EXHAUST DUCT SYSTEM > SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO ' ELL EXCEED 8 FEET AND SHALL BE LISTED AND LABELED `t q 1 IN ACCORDANCE WITH UL 2155A. - I_ _ - AN 6.EXHAUST DUGT5 SHALL BE MIN 0.016" THK RIGID W w METAL SMOOTH INTERIOR SURFACES WITH JOINTS RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST O \• Q DUCTS SHALL 'NOT BE CONNECTED WITH SHEET-METAL ENLARGE OPENING, REPLACE EXISTING EX_I_ST...._____... 1 _EXIST. o SCREWS WINDOW WITH EGRESS WINDOW 1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER 1'-lOy2" (V.I.F.) 3'-I Dy2" LOCATION TO THE WALL OR ROOF TERMINATION. THE 6'"O„- PROJECT: �STNI NE MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 I EXRACK TO-/ ---�- FEET FOR EACH 45° BEND AND 5 FEET FOR EACH q0° BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES REMAIN NOT INCLUDE THE TRANSITION DUCT. I I/ \!, I ��1'1. ROCKWELL NEW MECH. ROOM: I VA 1► , ADDITION O I. EXIST. WATER HEATER TO REMAIN IN THIS I S xI I=x LOCATION O ry = 2.V.I.F. F.A.I. THROUGH WALL -1 1- 5.FLUE THROUGH WD. FR. CHASE THROUGH ROOFRO-F P05ED I *�'v 1370 PLUM ISLAND LN 4.MAINTAIN 30"r30" CLEARANCE IN FRONT OF wI FOU EASON Xtu ` MECHANICAL LNIT5 AS PER NYS MG 306.1 NATURAL LIGHT 4 VENTILATION I I z1 ROOM �z ORIENT NY 11957 5. MAINTAIN ALL APPLICABLE VENTING (HABITABLE SPACE) --1 ' CLEARANCES 'REQUIRED PER NYS MG 804. I a 252 S.F. 1 6.DISCONNECT,REROUTE, d RECONNECT EQUIPMENT TO EXISTING PIPING AS REO'D TO FLOOR AREA 1141 S.F. A-301 A-301 ACCOMMODATE NEW ROOM ENCLOSURE I`-2-6 ( 2-6 - DRAWING TITLE: _ TYPICAL MECHANICAL ROOM NOTES: REQ• S.F. PRov. ( --J NEW 2"x8" BOTH 51 -5 OF R.R. PROPOSED FLOOR PLANS I. FOR WD. FR. FLOOR - PROVIDE 1/2" GONG. BD. BY LIGHTING;MIN. 5% I WRAPPED Ix G.T. �. "DUROCK" (OR EQUAL) OF FLOOR AREA q.5 S.F. 15.1 S.F. IX 3 O.G. 2. FOR WD. FR. CLO. AND/OR WALL5- PROVIDE (1) B Q VENTILATION;MIN. LAYER OF 5/95" TYPE "X" GYP. BD.UL U305 (OMIT ON 45 SF1.0 5.F. I O 4% . . .OF FLOOR AREA GONG. WALLS) I O O R ® 1. " NEW x( I<V I NEW O 0 1. Q 3. WHEN NEW, INSTALL NYS MECH. LERAND FU PER MANU. � � I � � DOWN ( ) ® t I r SPEG.'s AND FS PER NYS MECH. AND FUEL 6A5 GORE I t' O T ® I DOWN N 02 N . 4. WHEN EXIST., MECH. EQUIP. SHALL BE VERIFIED THAT IT CONFORMS TO NYS, MECH. AND FUEL GA5 CODE = w - PAGE. I 5. COMB. AIR VOLUME AS PER MANU.SPEC.'S - PROVIDE I z I A I Iz FRESH AIR INTAKE FROM EXTERIOR 6. MAINTAIN OR 'PROVIDE FURNACE/BOILER ELECTRICAL NEW (2) "xl0" HDR Q As 10 9 19 Ill EMERGENCY SHUT OFF 5WITGH 1. FOR GAS SERVICE, PROVIDE GAS SHUT OFF SNITCH 5. LOCATE MEOF. EQUIP. TO ALLOW FOR PROPER 3,_py2„ OI3,_02„ CLEARANCES AS PER CODE 4'-0" O4'-O" FIRE RATED DOOR: 14'-0" O DATE: 7/15/21 7 OF 11 2¢X6$ 5/4' HR. SE.-F-GLO51NG STEEL DR. j - I PROPOSED DUCTLESS MINI-5P IT da CEDAR DECK O I. NEW "FUJITSU MODEL AOUISRLXFZ DUCTLESS 420 S.F. MULTIZONE DUAL CONDENSER, PROV. INTERIOR WALL MOUNTED HEATING/COOLING UNITS AS DEPICTED 2. 51ZE CONDENSER BASED ON NYS MECH. CODE 3. PROVIDE PROPER TONNAGE TO ALLOW FOR f COOLING B HEATING OF ENTIRE CU, FT. 4. INSTALL CONG,ENSER ON GONG. PAD -- ---_-_-__--_--- --_- -- --_---- 0.1 EGRESS WINDOW WELL: - a.' 71" 10 PROVIDE NEW E&RE55 WINDOW WELL b COVER BY "ROCKWELL;ELITE SERIES" 66"W.X72"H, ITEM #664412. OR 26'-O" EQUIVALENT. INSTALL AS PER MAN. SPECS. ,. (OPT.) FLOOR ACCESS HATCH: a �j II (OPT.) PROVIDE INSULATED 22"X30"(MIN.) FLOOR HATCH TO PROPOSLAS ED EMENT PLAN i=RCFO5E17 F I R5T FLOOR PLAN OF- CRAWL SPACE BETWEEN FLOOR JOISTS. FLOORING MATERIAL TO BE APPLIED OVER DOOR AS TO ALLOW /_ 0.I c.0. � OccJ /l SCALE: 1/4" = 1'-O" ADD I TI ON 2�2 5. - � G �2O S.F. SCALE: 1/4" = 1'-0" OPERATION WHILE MAINTAINING A CONTINUOUS FLOOR LOOK. &a l't i 0EI ` ERAL 5" I " I50L <E*'*�r : Q V _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT HOOP WOOD FRAME (L.G. STL. �J EXISTING TO REMAIN WHEN APPLICABLE) // J 1H NEW WOOD FRAME (LG. NEW FOUNDATION WALL 5TL. WHEN APPLIGABLE) Z NEW I-HR FIRE RATED ® MIN. (2) 21x4 STRUCTURAL O Z WOOD FRAME (L.G. 5TL. WHEN APPLICABLE) J POST FOR 4" WALLS (MIN. (2) 2"x6" STRUCTURAL H Lo POST FOR 6" WALLS), U.O.N. IIX m NEW 2-HR FIRE RATED 0 O O WOOD FRAME (L.G. 5TL. (L Lo ir WHEN APPL I GABLE) >- d' m Z O 11-- z Z Q LLJ J J 00 Z r-I � O Q Z 'H u- Lu Lo cr 1H Lu cr w H- Lu 2zz� 11-- 0 U J Q 'K i!'"�Tt ea ,razes I �'n I M. I . I I r Z LLI HIGH POINT �.:.. ........._....�...<..a. .._s._... .... „......... . . ...... :...._ ,........ ....... ....... — � HIGH POIN / O /f a. _ _........ ...... ......_...................: Lii _.........._ a Z�l N�l _... .............................................. I PROJECT. A-301 ::• ::.:::::::...w::::..__. _...,� - r.. :...:__: ::,::.,m_19:.. �.:.,.;;:...vu:„..:......_...........;.,.::::,::.;,.;..:::,:.::.::.:..;:.: ....;;...:.:.::.::;::: A-301 ROCKWELL . . .._.. .. __:. _;< ..._:::.• 6:12,PITCH-:-�: ^-y�,m _:�-.. 6:_I2 „I GH.:.;:�� .mm�� _. Y" ADDITION JJ M =-: : ..::: w .w: . :: w 1370 PLUM ISLAND LN == m.- _.._. _ :-:::: n m'm:::= _..-. =; ORIENT, NY 11957 .................._:_,. a::.::: .....:. M DRAWING TITLE: ...._................................................. ..._..._.____-__........... _ __._.... O.H.H .�.. ,� .....�...........�uu..�...��.n.... ...._. _.�� ..... O.H. PLAN _ ..... _..... _ _ ......._....... _._._...._ �v�..._ ... :. ..___ ......tiW„._..�� w.. . ... ....... _ _ Lu o� 4"x3” ALUM. DOWNSPOUT DOWNZ PAGE: TO SPLASH GUARD ® GRADE (TYP) ff In 04m " 0v WL DATE: 7/15/21 8 OF 11 m ' PROPOSED ROOF FLAN 5GALE: 1/4" = 1'-0" "TYn:armnw:rrUss'a,�� O Q U H � W = N DOOR SCHEDULE Q W y: — -------- — --— — — — DOOR MATERIAL z O � Z TAG DESCRIPTION p 0 NOTES J J WIDTH HEIGHT 4 O O� 1 � � � O O a- Ll EXTERIUR }- Cf' m Z OI FWG6068L b'-O" b'-8" (2) SIDELIGHTS iii - -- z D E7� 02 L " THERMATRU 2'-IO" 6'-8" FULL GLASS z W SMOOTH STAR ��---�� (CLEAR) Q J INTERIOf2 J 00 -- -— 1' > O -- ZOO E-05 MECH. ROOM DOOR 2'-6" b'-8" • 3/4" HR RATED SII J O C 04 POCKET DOOR 2'-6" b'-8" Z >: 4 ------ —--- EXIST. 'H 05 � INTERIOR DOOR 2'-8" 6'-8" CLERESTORY WINDOW HEADER ® HEIGHT OF EXIST. HDR. .I.F.) ------ m U. W N -- -- ELEV. +17.1 -- ---06 — INTERIOR DOOR 2'-b" 6'-8" mmmmmm•��-- --_0.: (2) 2' PANEL _ _ O _________________ RIDGE HEIGHT 2'-II" ��--2'-II° r-I J 07 SLIDING CLOSET 4'-O" 6'-8" ELEV. +14.8' DOOR _ 12 W ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "0-003" FOR NAILING 8 STRAPPING DETAILS. ,- I I E I { I I i I W W1N1�OW ..HART`— _ — -- HEADER HEIGHT ----_—_-- ! I I ' I ! ~ r i � , ; j , = J ELEV. +q.2 CLEAR ( -- ( U J ROUGH OPENING WINDOW DIMENSION ! € I! fz TAG TYPE MODEL # OPENING I I Q RAILING HEIGHT A A WIDTH HEIGHT . OI . 5 A �i SIDELIGHT FWSL1768 I-'T b-al. I-6 B DOUBLE IHUNG TW25410 2'-10 1" " _ ✓-O 2-9 5 O FIRST FLOOR. --_—_—\ ,I ELEV. +25' . G TRANScJM �FWT29110 2t—q" I-(O -- - - -rr I E 2 EGRESS D DOUBLE HUNG TW2656 -8 5-8 2-7 5-8 WINDOW BASELINE F1 I VjJ ELEV. +0.0' l� FRONT (NEST) ELEVA710N SCALE: 1/4" = 1'-0" z Lu U I I I W I a PROJECT: ROCKWELL ADDITION I I , t I _—_---_—_—_RIDGE HEIGHT RIDGE HEIGHT_—_-------_ - — _ _ — 1370 PLUM ISLAND LN ----- ----- n ��s_ .�.: .. . _._ TM.._.._.._.. .. . : . .. _ ORIENT NY 11957 ELEV. +14.8' ELEV. +14.8' M - DRAWING TITLE: i �C \�::�::.�..\.�:M�\\\\\M.w��v�.u:�..^�Y'.`a�K. •�:::.:\\\\\'�.wvvy\:..:.. .•::...:u�\\C\^.\\\\\\�....yr\\N.�\\\wm\C\��\��,.........�� .�.� �a•:::�•asuEa:r«<.�<�.:>..,;..,�.:.., .�..i.... :::::•-: r..:s.s.._..:M�� m.e.�.....�,�ar• m. \cc;:._'� I x-m-:v�Nsa�•wa�vice. •c:<�:s:c.::::H:rs:.r .:...__. ...;,tt...:�....,.Ac:-';a ::x�a, �.�e�,• rw•r`__— � -- PROPOSED EXTERIOR ELEVATIONS _ _ _ _ HEADER HEIGHT HEADER HEIGHT ELEV. +1.2' ELEV. +cI.2' - I RAILING HEIGHT RAILING HEIGHT iz ,� ELEV. +5.5' ELEV. +5.5' --�, I I O2 ` ; E ; I PAGE: E II E $ i FIRST FLOOR FIRST FLOOR i I I • 11 ELEV. +2.5' ELEV. +2.5' 1 = E : JL DATE: 7/15/21 9 OF 11 1H 14 1 BASELINE BASEL I NE Tw— ELEV. +O.O' ELEV. +0.0' LEFT (NORTH) ELEVATION R10HT (SOUTH) ELEVATION SCALE: 1/4" = 1'-0" SCALE: 1/4" = I'—O" 4 ,"�a• >,. 4 L.L a Q rn W = N PROVIDE 3" (MIN.) GONG. COVER 1__I W OF ALL REBAR WITHIN P. GONG. FOUND. WALLS 4 P. GONG. FT6'S. PROVIDE STRAPPING 4 NAILING Q W }- AS PER CONNECTION 'D' IN TYPICAL NAILING/STRAPPING Z PROVIDE INSULATION REOUIREMENT5 FOR UPLIFT, B GING SECTION NOTES BETWEEN CAVITIES I� , SHEAR, 4 LATERAL RE515TANCE' 0 O NEW ROOFING NOTE (TYP.): PER ENERGY TABLE ON PAGE 6-003 a EA. STUD. -J (WHEN APPLICABLE) I. INSTALL NEW ASPHALT ROOFING SHINGLES 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP LL Lo 2 NEW (2) 2"xb" P.T. SILL PLATES O FLOOR SYSTEM AS O 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS NOTED 57 PLAN /,UPON TERMITE SHIELD (' Lo rr SILL SEAL UPON COPPER O O OVER 3.INSTALL 15 # 51JILDINS FELT (U.O.N) OVER 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) 5. GAP SHINGLE OVER RIDGE 4 HIPS (AS REQ'D) Z HOOKEDANCHOR 3'5QUARE _ 6.PROVIDE RIDGE VENT (A5 REO'D) NEN 1. Q . FLASH ALL VALLEYS BOLTS ® 35' S.INSTALL DRIP EDGE A5 REO'D WASHER s ENDNUT �- 9ZLu . INSTALL ALL A5 PER MANU. SPEG.'s � Q J O r- \• Z . J_#4 HOOKED VERT. OO P GAL ROOF d CEILING CONSTRUCTION: REBAR ® 48" O.G. '�' O 2 NEW ROOFING AS NOTED , GRADE • R.R., G.J., 4 G.T. AS NOTED ON PLANS (® SPANS BO () I/2" GDX PLYWD 5HEATHING (BLOCKING ® ALL Z I Z • #4 HOR. CONT. REBAR ® TOP 4 PLYWD SEAMS) OTTOM OF WALL (2 TOTAL) `I E SPAN, U.O.N.) t Z OVER 8 INSTALL "X" BRIDGING ® CENTER OF P. GONG. FOUND. WALL ° II •• � � _Q I Q Z � • PROVIDE i" OF SPRAY FOAM INSULATION (MIN. 4,000 P51) II -- --� - E (R-49) LL J N P. GONG. CONT. FTG. °II `W ( -" z ! = Lo Lu • UPON I/,2 GD'{ POYWD SHWA 1NUGTION (TYPJ: Lo O (MIN. 4,000 PSI) If - _ _ X- - ri TYPICALEXTERIOR WALL CONS UPON " QUAL) .. PLYWD SEAMS) (BLOCKING ® ALL (3) #5 HOR. CONT. REBAR •�,li, w"'" I O--__..._._. � � O . I I .. • 2"xbc�" STUDS 16" O.G. w 4" P. GONG. SLAB /DBL. TOP PLATE EXIST. • 2" SPRAY FOAM INSULATION (® R=7/INCH) w/R-13 A..'II •, BATT INSULATION (R-27 TOTAL) 11 • 5/8" GYPSUM BD. WALL FINISH - CONNECTION 'A' A5 � `^s �:�` 2� `""' �'`;` � Y '' c uj G C PER PAGE 0-003 ::a II, O4 I NEW RIDGE 6 MIL POLY NEW SIDING NOTE (TVP.): - I .MOIS URE RETARDER__...__ 1. INSTALL NEN FIBER 'TYVEK' HOUSE WRAP (OR EQUAL) CEMENT GAL T 4" GRAVEL BASE__ 2. BOARD 4 BATTEN SIDING ! ' 3:INSTALL ALL A5 PER MANU. SPEG.'s � � �-_ � CONNECTIONBI ' ' AS ..._......'...... ..'. ; ( ........_...._...._...__... � � ...___........_..._... I I � s LEAN 3 ( 1 ......._.____...._.�... 4.PROVIDE ALL NECESSARY TRIM FOR PROV. G N�- 'R PER PAGE 6-003 -'----"-•• _ . _ I I 3 ( 1 V PROPER INSTALLATION - PSP R 'gS TOP PLATE I COMPACT FILL` f _ ----�� -•---- 3: J 5. SIDING SHALL EXTEND TO TOP OF �P pF FOUNDATION NALL EXFV5ED G.T. AS PER PLANS gNSI^ _ Y NEW 4" THE. P. GONG. SLAB w/6"xb"-10/10 W.W.M. OUN1� T I ON DILL I7T I L_ xx REINFORCEMENT AS PER DETAIL � 3 Oil TYPICAL �-301.00 = ....:,_ O TYPICAL FLOC>R CONSTRUCTION: O.H. " �, -O •�.t. • NEW FLOOR JO 15T AS NOTED ON PLAN SCALE: 3/4" I' • 3/4" GDX PLY'WD T45 SHEATHING (BLOCEIN6 ® ALL =tvTY rA-5011 PLYWD SEAM;i) m• ' 4 4 • F.J. AS NOTED ON PLANS (® SPANS OVER 8' INSTALL "X" BRIDGING ® CENTER OF SPAN, U.O.N) 00 • MIN. OF R-30 BATT INSULATION;PROVIDE MIN. 2" II SPRAY FOAM INSULATION (R=7/INCH) AT RIM JOIST , EXTERIOR 5HEATHIN6 TY - EXIST. EXIST. PIGAL LEDGER BOARD FOR R.R. G.J. D . � '1 I. (I) 2"x P.T. $D. TO MATCH GUT/DEPTH OF INTERSECTING O — r__ 4 L_:m-L.A �I�SIDING MATERIAL F.J. AS PER ANS BUILDING PAPER 4 HOUSE WRAP JOISTS, SEGUR:ED w/(2) 5/95114) x 5" LONG H.D. GAL. I �� TO FULLY OVERLAP FLASHING LA6 BOLTS ® I6" O.G. 2. INSTALL H.D. &ALV. JOIST HANGERS BY 'SIMPSON' (OR ` EQUAL) AT G.�I./D.J., OR H.D. GALV. H23A RAFTER TIES I I 6 I L NEW STUD WALL I �I AT R.R. DRP. LVL GAP FOR 3. SEE NOTED DETAIL �m GIRDER AS I I' DRAINA6E 5/4"xb" COMP051TE PER PLANS I I I I — — — DECKING (U.O.N. ON PLAN/ 3 5 "Z" FLASHING SECTION/DETAILS) I A-501 A-301 CONNECTION 'DI' AS 5 I I I I PER PAGE 6-003 FLASHING ' I L — DRIP EDGE P.T. DECK JOIST— — — SILL PLATE 6 2 JOISTS AS PER PLAN FASTENED w/ 777 COUNTER AS PER PLAN FLASHING A-301 A-301 5/8" 0 x 5" LONG HEAVY DUTY GAL. LAS BOLTS ® 16" O.G. INTO MUD SILL 4 RIM BD.;WHEN ® FOUND. WALL FASTEN METAL &ALV. JOIST HANGER w/(2) 5/8"cP x 5" LONG APPROVED BY 'SIMPSON' (OR EQUAL) MASONRY ANCHORS ® I6" O.G. EA. JOIST SECT 1 ON I/A-501 "Z" FLASHING NEW FOUNDATION WALL SCALE: 1/4" = I'-O" N z w L EDOER GONNEGT I ON DE7A I L_ 0 0 A-301.00 SCALE: 1" = 1'-0" w w r— Q z w PROJECT: p� z kn4O ROCKWELL < Q ADDITION m } u Q = MIN. 4" BETWEEN EDOE5 OF p m x 1-1/2" SQUARE BALUSTER (STYLE TO SELECT) 5 4'x6" P.T. � P.T. DECK JOISTS AS DECK BOARDS SIMP50N H2.5A RAFTER 1370 PLUM ISLAND LN FLOOR SYSTEM AS TIE (OR EQUAL) ORIENT NY 11957 NOTED ON PLANSFLOOR ON PLAN 5/4" x REQ'D 5/4"x6" P.T. DECK ° HEBOARDS DRAWING TITLE: - IGHT P.T. RISER NEW STL. GAP PL. 'A' FLOOR WOOD BEAM FINISHED - - WELDED TO COL.;SEE AS NOTED ON PLAN - - CAP PL. DETAILS _ 5/4"x6" P.T. FLOOR 2"x BLOCKING ® E'A.J DECK BOARDS NEW 5-I/2" O.D. 50H 40 I I 'h BUILDING SECTION 5TRINSER TO MATCH SIZE NEW BASE PLATE 'A' HOT DIP GALV. STL. COL. FINISHED I, OF P.T. DECKJOISTS WELDED TO COL.;SEE (ASTM AI23) AS PER "' (2)(2) 1/2'4' HOT DIPPED GALV. DETAIL SECTIONS BASE PL. DETAILS FOR FOUND. PLAN BY SIMS BOL75 ® EA. F05T w/ OVERSIZED P.T. D.J. AS =- --WASHERS 4 END NUT PREBORED BOLTING STEEL (OR EQUAL) PER PLAN tV z INTO BEAM, POST, DECK TIE 4 STEN STRINGER TO EXIST. P. GONG. SLAB � _ � RIM BOARD A55EMBELY BLOCKING (MIN. (o PROVIDE GOLD JOINT (PATCH AS REQ'D) �— FASTENERS) - I AT GONG. SEAMS (TYPJ P.T. BEAM A5 NOTED SOLID BLOCK ® 12" o.C. PAGE: I N051NO i 2"xl2 (r'P)" P.T. 5TRINOERS ® 16" `o (2) SIMP50N VJ714Z (I) 1/2"(1) H.D. GALV. THRU O.G. (MIN. 3 5TRIN6ER5 ® _ - 4" THK. x 8" WIDE x WIDTH J °°i' 0 DECK J015T TIE ® BOLT w/OVERSIZED WASHER \:._.. EA. STAIRWAY) OF STAIR P. GONG. PAD y „ : - - EA. POST 4 END p05T UT PREBORED INTO " {^ € " °, - 51 A4 4 DECK JOIST TIE `�� ._. .... ASE ....�::.n ........ MEN ° B T �- MPSON" ABA44 ; I ti ° W_ FLOOR _ EXIST. GRAVEL ® COLUMN BASE NOTE; = 2"xb" P.T. BLOCK IN BETWEEN BASE ° ° • -�_ __. : " • ry 4"x4" P.T. P05T EL DEGEING SHALL BE FASTENED X EA. STRINGER. FASTENED TO "�"""' G--_--�--��__�_ 1 D °Q P. GONG. PAD w/ 19/64" x __ EXIST. FILL COATED DEGKIN6 SCREWS BY NEW 3o"x30"xl8" ? a m II GRADE ATE. 7/15/21 10 OF 11 "DECK MATE" (OR EQUAL) r- - 3-I/2" CONCRETE 5GREW5 BY II , ._.................._ ; "GALIBURN" (OR EQUAL) - MIN. DEEP P. GONG. PAD NEW (4) #5 HOR. II (3) SCREWS PER BLOCK FTG. (MIN. 4,000 PSU 8�' W""'" "- _ REBAR UPON (4) #5 4 50NOTUBE' FILLED II 101, MIN. SOLID w/P. GONG. a GRADE GRADE HOR. REBAR (8 TOTAL) (MIN. 4,000 P51) o I I z_ 11 11 � �I I III O A31 (2) #4 HOR. REBAR EXTERIOgNOOD STAIR DE7AI � JI SI (2) #5 BENT _ 0 COLUMN FOOTINO DETAIL JOELLDETAIL 12"x12"x8" P. GONG. PAD j REBAR SCALE: 3/4" I'-O� IA-50100 FTG. (MIN. 4,000 P51)SCALE: 3/4� SCALE: 1/4" = I'-O" / �- EXTERIOR HOOD DEC.,< 17ETA I L_ SCALE: 3/4" = I'-O" , (L a � J ti W � a w >- F- 0 - � F- Z 0 Z cr- 0 O O Q. Lp cc �- d' m O Z a w J J 00 Z cfl � O a Z r-I cc u- w c.4 Lo Ix % I in � � O w w F— U U J Ix _ 4" FRESH AIR VENT L THROUGH ROOF fl I I I I I I " I I NOTE: I ALL PLUMBING WORIG Q� I SHALL CONFORM TO O I LOCAL PLUMBING CODE � I � I IL p I PROVIDE "ABE500 FP200 FR X I EXPANDING FOAM" (OR EQUAL) z w I AT ALL PENETRATIONS IN FIRE I EGEND RATED WALLS AND O N I FLOOR5/CEILIN55. PRODUCT N ____- HOT WATER CONFORMS TO ASTM E 514, SUPPLY A5TM E 84, AND UL 14"19 .__.___— ------ COLD __ GOLD WATER -------------- SUPPLY I FULL BATH KITCHEN C0 FP200 FR FULL BATH I KITCHEN NOTE PROVIDE "A5E5 ALL PLUMBING WORIG EXPANDING FOAM" (OR EQUAL) SHALL CONFORM TO AT ALL PENETRATIONS IN FIRE LOCAL FLUM51NO CODE RATED WALLS AND _- � 2 1 O .2111 2"1 I 2 O � CONFORMS ITO ASTM E 9,14,PRODUCT GLEAN OUT A5TM E 54, AND UL 14"19 EXIST. � 3„I I � IEXIST � EXIST. N 12” B I I 1 1EXIST. AS REG2'D N I I Q4 K S Z I I I I7[F-XI5]7 EXIST. F.A.I. TO 1 1 I I W XI T �� REMAIN u 31 j I E IST. U �I I I EXIST. WIG. I =I v EXIST. �I A) W.G. 3: :v N O ISHOVJER 1-� I i Dyyivy I= SHOWER iv I :r+ m ryl liv EXIST. v � �I 1- Q4_ 2 I — -- w G.O. - -- --- 3 I I G.O. G.O. NEW BASEMENTI 4 1 1 IEXIST.LNNET TO -'' I I j i ►- BATHROOM .--1 4' HOUSE I �1I Q I NI wIN I UPLY SYSTEM DRAIN G.O. i I �TOLPRIVATE i 1 2"I 1 I I I ! PROJECT: Q i 2"I I 2 LAUNDRY 4 TO SEPTI G QI I U b4 i j i 1 .._. _.._..� NEW I I I SYSTEM NEW I sl v I � I V 1 2 B 1 I 1 WASHER ABOVE v Ni L.B i i ry i j ROCKWELL I N W I DRAIN PAN NEW b 1 1 ®®'TI ON I_ " WIG I (OPT.) AUTOMATIC V � 2 RELOG. NEW W G RELOG. X EXIST. I I WASHER WATER SENSOR tj WASHERlu BOILER —r - S.P. 1370 PLUM ISLAND LN FL.UME31 NO RISER - DRAIN / NASTE / VENT FLUME31 NCS RISER — SUFFL.Y ORIENT, NY 11957 SCALE: NTS SCALE: NTS DRAWING TITLE: DWV/ WATER SUPPLY RISER PAGE: m 'A*& 10 ■ DATE: 7/15/21 11 OF 11