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HomeMy WebLinkAbout48218-Z �O�S�EFO y Town of Southold 8/10/2024 a P.O.Box 1179 o - �' .T 53095 Main Rd by, �ap� h� Southold,New York 11971 41 CERTIFICATE OF OCCUPANCY No: 45452 Date: 8/10/2024 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 545 Greton Ct.,Mattituck SCTM#: 473889 Sec/Block/Lot: 107.-2-3.9 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/13/2022 pursuant to which Building Permit No. 48218 dated 8/26/2022 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 paritally finished basement(laundry room and storage area only), outdoor shower and attached garage with roof deck,to existing single family dwelling as applied for. The certificate is issued to Stambules,Julia&Hindmarsh,Peter of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 48218 7/17/2024 PLUMBERS CERTIFICATION DATED 7/16/2024 FRd Piecuclf t 0r' e Signature o�s�f t TOWN OF SOUTHOLD �� ay BUILDING DEPARTMENT y TOWN CLERK'S OFFICE cy • o� 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#: 48218 Date: 8/26/2022 Permission is hereby granted to: Stambules, Julia 95 Lincoln Ave Tuckahoe, NY 10707 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 545 Greton Ct., Mattituck SCTM #473889 Sec/Block/Lot# 107.-2-3.9 Pursuant to application dated 7/13/2022 and approved by the Building Inspector. To expire on 2/25/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,250.80�``= CO-ADDITION TO DWELLING $50.00 Total: $1,300.80 Building Inspector oS,�OF SOUT�oI � o Town Hall Annex. Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 11971-0959 sean.devlilit'c�town.southold.ny.us DU�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Julia Stambules Address: 545 Greton Ct city:Mattituck st:. NY zip: 11952 Building Permit#: 48218 Section: 107 Block: 2 Lot: 3.9 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: LC Electrical License No: 38043ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation X 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph .X Heat Duplec Recpt 70 Ceiling Fixtures 21 Bath Exhaust Fan 1 Service 3 ph Hot Water Gesx2 GFCI Recpt 2 Wall Fixtures 15 Smoke Detectors 4. Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures 71 CO Detectors Sub Panel 90A A/C Blower Range Recpt Ceiling Fan 1 Combo Smoke/CO 4 Transfer Switch Plug Mold 1 Q' Dryer Recpt 2 Emergency Strobe Heat Detectors 3 Disconnect Switches g7 4'LED Exit Fixtures Sump Pump Other Equipment: W/D(2) Gas & Electric, LED Mirror(1), 200A Panel 40 Circuit/ 34 Used, 90A Sub 30 Circuit/ 30 Used, (13)115 Combo, (10)120 Combo Breakers Notes: Addition &Whole House Reno - Excludes 1st FI Kitchen,Bath&Bedroom& 2nd FI Bath Inspector Signature: Date: July 17, 2024 S.Devlin-Cert Electrical Compliance Form awn Mall Annex � y0 K�,7a Telephone(631)765-18 54375 Main Road P.0.Sox 1179 Co coo 5ouinold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION f Pate: Building Permit No. /'0 (Please print) Plumber: V"O LA-CA/1 (Please print) i certify that the solder used in the water supply system contains less than 2./10 of 1%lead. (Plumbers Signature) Sworn to before me this day of - 20�. Notary Public, cA4 1.019 County SU$AN A.R=0 Ndtaiy public.State of NewYork No.011116183459 Qualified in Suffolk County Commiceion Expires Mardi 17,2 ZIT .l ho�a�F 5001��� f TOWN OF SOUTHOLD BUILDING .DEPT. °ycou 631-765-1802 g g INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] F DATION 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 RE MA KS: DATE Y INSPECTOR /�iyl� #�Of SOUTya# ZSO1 TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION. [ ] FOUNDATION 1ST [t�,Y'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: &N4 OV 6 s S III DATE INSPECTOR OE SOGTyO� vj CJ!/`e /' - # # TOWN OFSOUTHOLD BUILDING D� u 631-765-1802 INSPECTION ' [ ]: FOUNDATION 1ST/ REBAR [ ] 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: or DATE '' INSPECTOR - OF SOUlyolo ` r g P, - :TOWN-OF SOUTHOLD.BUILDING DEPT. coum, 631-765-1802 [NSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] 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: �� Lr DATE INSPECTOR OF SOUTyO� # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 egg INSPECTI N [ ] FOUNDATION 1ST [ ] UGH 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 [ ] RENTAL REMARKS: lc✓ Gv �1 Fing DATE INSPECTOR ho�apF SOr/TyO� �� �� ✓�� Qr'�e'� # * ' TOWNS!-OF-SOUTHOLD BUILDING DEPT. o � 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] 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: IL, ,re DATE 7 INSPECTOR ✓/ �o��OF SOUIyo� TOWN-OF-SOU-T-HOLD BUILDING-DEFT. "CCU 631-765-1802 03.5' 'INSPECTION [ ] FOUNDATION 1ST/ REBAR [. ] 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: @ PA S "A (6) &&C� car DATE INSPECTOR i RCHITECT MARK SC_ H_ WARTZ & ASSOCIATES 28495 \.lain Road• Pn Box 933•Cu1V1IUguc. V1' 11933 631.734.4185 WWW.mksarchiIvc►. 111 January 09, 2024 r--, F,- - r {��*�gyp,, - Southold Town Building Department F E B 1 Cv 2024 -J 54375 Main Road Southold,New York 11971 Re: Stambules&Hindmarsh property 545 Greton Court Mattituck,New York 11958 To whom it may concern, I have been on site during portions of the construction at the Stambules/Hindmarsh property. The poured concrete footings,foundation walls and rebar,to the best of my knowledge,have been constructed by Custom Island Homes and are built as per plans and meet or exceed NYS Code requirements. Please call this office with any questions you may have. Sincerely, An `oA� 1` Mark K.Schwartz,AIA-Architect I : -AlA I / R • f . 1� t R t �t i ,�,5 ' t ��, <.. �r. Y ,.iy 7 y� �u oL" y 7 `� ._ � �. l� .�.. ' •t . ,� t � ���. s' �ry1 i FIELD INSPECTION REPORT I DATE COMMENTS FOUNDATION(1ST) - ------------------------------------ � �C FOUNDATION (2ND) ArvM elk O 10 ROUGH FRAMING& PLUMBING 1 i i A lip INSULATION PER N.Y. STATE ENERGY CODE °n MIA ov!�A( k-�w , FINAL ADDITIONAL COMMENTS Z -� � S p rX i� Crm Ll y ✓ o G DW WRIM 10 R G-Z -a y P�1(o laCA Eder A,.Ic ct r 1-• _'n�v � ant} x � x d b H 1 o�gOfFOl��oG TOWN OF SOUTHOLD—BUILDING DEPARTMENT sz Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY•11971-0959 Telephone(631)765-1802 Fax(631) 765-9502 https://www.southoldtowmy.gov f Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only ® PERMIT NO. Building Inspector: JUL 11 -Applications and.forms must be filled out in their,enbie Incom fete BUILDING DEPT. tY• p 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: OWNER(S)OF PROPERTY: Name: "�V�' 3�Ihl 4 SCTM#1000- .1 d? 0 Z Project Address: 54 5 &rZ ..o ff G - tAq L--U L1- Phone#: - 7-0 It 4-4— Email: -1—e G P Gam'.! (. . Mailing Address: CONTACT PERSON: rp Name: r Mailing Address: . p0 O X9 r u Ho-- ijV Phone#: 3 4-1 Email: .4 eG e UP rOh l� � DESIGN PROFESSIONAL INFORMATION: h,,C Name: Mailing Address: Phone#: Email: CONTRACTOR INFORMATION: Name: Mailing Address:. Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION , El New Structure KAddition Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes No Will excess fill be removed from premises? Yes ONO 1 PROPERTY INFORMATION Existing use of property: Intended use of property: Zone or use district which premises is situated: Are there any covenants and restrictions with respect to this property? ❑YesKNo IF YES, PROVIDE A COPY. M'erhpck Box After Reading: The owner/contractor/design professional is responsible forall drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a•Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable,laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a,Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print na ): � �� ,SG li✓�2� 20uthorized Agent ❑Owner Signature of Applicant: Date: .. . 77- 1.5 ate. STATE OF NEW YORK) / COUNTY OF (J SS:�44G ) 41,2 P, S (itJ being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)a ove named14, (S)he is the G ( ontract r,A ent,Corporate Officer, tc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this !^ day of U J ,20 22 1-g S�WUK — otary Public TRACEY L. DWYER PROPERTY OWNER AUTHORIZATION NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 (Where the applicant is not the owner) QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30, 0 94 I, Pe*d" "" "` residing at l -f tc[c - AN l c"7 U1' do hereby authorize � � to apply on my behalf to the Town of Southold Building Department for approval as described herein. 6�kA \��-z , Owner's Signature Date kelr RM�1� Print Owner's Name 2 6Z B,Ul ING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD DEC 2 1 2 3 Town 'Hall Annex - 54375 Main Road - PO Box 1179 4Z Ai -0959 UMi"RIVOT G�f 11 Southold, New York 11971 V, i' leph vh one (631) 765-1802 - FAX (631) 765-9502 , 1'1�I'v Zi . ­­ -Dsoutholdtownny.gov - seand@southoldtgLA�. �ov roaerr(c APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: 12/20/2023 Company Name: LC Electrical Contracting, Inc. Electrician's Name: Leonard Calcellire License No.: ME-38043 Elec. email:office@ Icelectricalcontracting.corri Elec. Phone No: 631-874-0485 El I request an email copy of Certificate of Compliance Elec. Address.: 22 Woodbine Lane, East Moriches NY 11940 JOB SITE INFORMATION (All Information Required) Name: Stambules Address: 545 Greton Ct, Mattituck Cross Street: Phone No.: 631-833-3958 Bldg.Permit#: 48218 email: brent@cihinc.com Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Relocating Meter Pan Square Footage: Circle All That Apply: Is job ready for inspection?: 0 YES [:] NO F-]Rough In ❑ Final Do you need a Temp Certificate?: -1 YESF-] NO issued On Fv Temp Information: (All information required) Service Size -11 PhF_13 Ph Size: Q-00 A # Meters Old Meter# FV LAJ 0 New Service[:]Fire Reconnect[]Flood Reconnect Else rvi ce Reconnect k1underg round[]overhead # Underground Laterals E 1 F-]2 r-] H Frame M,Pole Work done on Service? []Y DN Additional Information: PAYMENT DUE WITH APPLICATION 6ZeG PAId 1 J - ��®�' oGy BUILDING DEPARTMENT-Electrical Inspector ® ` TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone(631)765-1802 Temporary Certificate # Date a ' I 2023 Customer Name 4arnbu, S Electrician Name c Address 5q6 Phone ��� — g 7 e-mail kj Cihinc , tm e-mail - Phone _ q-N r 1 S Jl_icense# ME 3g6 3 . Size_ DQ A Phase_�Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 - New "H" Frame or Pole H P Fire Reconnect Was work done on.Service? -Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days from the date above. Authorized by Of Fat,4, B ll� ING DEPARTMENT- Electrical Inspector 00 Ap DEC TOWN OF SOUTHOLD -Town Hall Annex - 54375 Main Road - PO Box 1170 Southold, New York 11971-0959 'Telephone (631) 765-1802 - FAX (631) 765-9502 Ile" -)south o Idtown ny.gov - seand@southoldtownny.gov V? o roger APPLICATION-FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: 12/20/2023 Company Name- LC Electrical Contracting, Inc. Electrician's Name: Leonard Calcellire License No.: ME-38043 Elec. email:office@Icelectricalcontractihg.com Elec. Phone No: 631-874-0485 211 request an email copy of Certificate of Compliance Elec. Address.: 22 Woodbine Lane, East Moriches NY 11940 JOB SITE INFORMATION (All Information Required) Name: Stambules Address: 545 Greton Ct, Mattituck Cross Street: Phone No.: 631-833-3958 Bldg.Permit#: 48218 email: brent@cihinc.com I Tax Map District: 1000 Section: Block: Lot: 3, 1 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Relocating Meter Pan Square Footage: ' Circle All That Apply: Is job ready for inspection?: 0 YES ❑ NO F-]Rough In ❑ Final Do you need a Temp Certificate?: 0 YES ❑NO issued On 1,?1oA1LZ2 Temp Information: (All information required) Service Size FV-11 PhF_13 Ph Size: A # Meters I Old Meter# L7&J []New Service[]Fire Reconnect F1 Flood Reconnect 21service ReconnectV Underground Doverhead # Underground Laterals Q 1 F-12 [] H Frame F] Pole Work done on Service? * F]Y RN Additional Information: PAYMENT DUE WITH APPLICATION. 6Zec, PERMIT P Address Svvitche s OLjIleis GFI's Surface Sconces, , H H's UC Lts =ans Fridge HW xhaust Oven W/D smokes DW Min; :arbon Micro Generator i :ombo Cooktop � Transfer ,C A Hood Service Amps Have Usec pedal ,Jn-i:.-nents V� 3- P • R-25.00' L=39„2y' s� s ga• 's9 'pit` a� % ,E o AA 8 N q6°4� tl Lo1 Tp01 SJt. !40 a, O ,�t Leo to �r �1 1 O xm 0 Vol \a IS � -J(D e0 l• fir;p=.. , � ..... O I , GrY, • N 1 ' ' f �1 BToDHAor- FERVOR 2p6 m T pQft A 1989 SURVEY FOR SUFFOLK COUNIYDEPARTME.NTOF101TH SUN CAS EDWARD REECE a JACQUELINE REECE LOT NO.7 °GRETON ESTATES" N��C.fsi�'LYLY!`r-'1nCp:d `5_�o� AT MATTITUCK DATE- DEC 16;1987 thG sr�are(firrosxl and Yr1tEr s ;•j;,r 1r:it?n•:9 for ibis TOWN OF SOUTHOLD SCALE I"=40' IDc71iol:iIr e.ha•Dn.Ispecla l tr;r,,;U;,,Irh:nt and/Or SUFFOLK COUNTY,NEW YORK. No. BT-1930 Uthel;,;u aea�rttci 1nur�rJ t0 h�;,q�,{isia r. I 1}•• �.• NWWUTxoRKlD ALTEIIAnoHORADDIT10N TO MII GUARAN _ _ .• •r �,�_1�_ '/:0. . . SURVEY IS A VIOLATION OF SECTION 7209 OF THE TIC L TEE SE � ` Chief 0}tBU(CDU of Nlastek'ater anagement NCOPIES OF THIS SURVEY MOT NEW YORK STATE EDUCATION LAW, T NK, '] SEARING 'THE LAND ! %URVEVOR'S INKED SEAL ON EMBOSSED SEAL SMALL W /. MOT BE CONSIDERED TO K A VALID TRUE COPY LI E� NGUARANTEES tHDICATCO HARBOR SHALL RUN OHLI TO HEALTH DEPARTMENT-DATA FOR APPROWL TO CONSTRUCT THE MANON FOR WHOM THE SURVEY 19 PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERN- SOURCE OF WATER,PIRIWITE PUSLIC� MENTAL AGENCY AND LENDING INSTITUTION LISTED i M IBFr CO TAR MA►DIBTTSOe ACTION -BLOCK_LOT�ye NgEON,AND TO THE AIISIONQS Of THE LENDING NTHERE ARE NO DWELLINGS WITHIN 100 FEET OF TIPS PROPERTY INSTITUTION.GUARANTEE%ARE HOT TRAMSFERABLE OTHER THAN THOSE SHOWN HUEON. ' TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT IBR M THE WATER SUPPLY AND SEVNQ DISPOSAL SYSTEM FOR THIS RItIDENCE OWNERS WILL CONPOSH TO THE STANDARDS 0/TH!SUFFOLK COUNTY DEPARTMENT N DISTANCE% SHOWN MERLON FROM APE SPECIFIC LINES S^ or H[ALTII ININVIC98 MBKISTINB STRUCTURES BE USED A3ESTABL Q PURPOSE AND IN ARE NOT TOE USED TO OF FENCE APPLICANT- PROPERTY LIMES OR FOR THE ERECTION OF FENCES ADDRESS TEL. 400 YOUNG $ YOUNG RRHEAAD,,NEWYOVEN`RK NOTE; ■=MONUMENT SUBDIVISION MAP FILED IN THE OFFICE OF THE CLERK OF ALDEN W.YOUNG,PROFESSIONAL ENGINEER SUFFOLK COUNTY ON SEPT.20,191M AS FILE NO.6447. AND LAND SURVEYOR N.Y.S.UCENSE NO.12845 HOWARD W.YOUNG, LAND SURVEYOR NYSE LOCATMN Or WO.LIW%sarTIC TANK1Bne wwouc(PPP SHOWN HULA N.Y.S.LICENSE N0.45895 FR OM OM FIELD ONVAIATIONS AND ON DATA OBTAINED FROM OTHERS BRANDIS A SONS INC. HAS REVISIONS: ftri Eta k T I I I , � Z I I I I N 35-4 38-0 I 14'-0" W IT-4" (NEW WALL) EXISTING FOUNDATION E ST G PROPOSED ADDITION I � I 4'-21/2" e T-0" W-9'/2" I ^ --> -- - - - - - -. .._ - - — — — — — — — — — — — — — F-1 zI I 1 J J H .� .� 7'-0" 7'-0" J 01 O OR AC S ��ER 2"dia.PIER 2X8 AC Q YBELOW — r \ RADE(TYP) @16"0C j -------------------3523---- --------------- I • o• d D d A. d . D d 0• d . D d ' d d • v d • , D• o D• v ' I--------------------------------TIE IM0------------- � i o FOUNDATION I I (2)#5 REBAR I I#5 REBAR ; ; #5 REBAR W • I I @12"OC ' @12"OC �-- - —� v ( I (TYP) FRAME WALL OVER ; ; I / (TYP) ( I FORMER GARAGE 4 ' 16"X12"FOOTING I I SLAB EXCEPT , , U {Ir rrCC UNDER BEARING WHERE NOTED ' ' EXISTING I O o LOSE OFF I EXISTING 2X12 F1 @16"OC WALL(2)#5 REBAR) D c OPENING ' r ¢ • I I , „ W l I I r _ J l _ I LPL ' I I1 3 N ,°I I — — — — — — — — — — — - ;— — , E I I UNFINISHED I N ikt 00 p 00 HSS 4X3X1/4 TUBE ST& r _ _ _ — _ _ � _ _ _ _ — _ J � I � I I I _ • i COLUMN OVER I I I >1 , t, r_ 16"X12"FOOTING I __ _ __ _ Z ' a ' 3'-6"X 3'-6"X 1'-0"FTCu _ _ _ _ � N , - ip � O UNDER BEARING _____ FI ISHED LAUNDRY p F- REINFORCED w/ r� (3)#5 REBAR EACH WAY WALL(2)#5 REBAR) oo (POST ABOVE) I UNHEATED �(3)-11-1/4 ML w/(.00 3/4"STEEL FLUSH BEM D W U 00 I U► ►�- ZO I' ` / (POST ABOVE) '(POST ABOV ZO ' ' LALLY COLUMN I 00 HSS3J/213-1/2 COLUMN V 16�Xi ABOVE w/2'X2'Xi'ETG (POST AB ) ` � 1- " O - - - - - =- - - - - - ==- - LALLY U "---- ( ABC)VEJ---• Q 30"X30"X12 FTC, - , , , , , , - Q - -- -- ------------------ __ C== -- Z' LF - ' ---' -- ----------- - 4 ( } -- --------------- -- ---- - - - _- =x===------_®- -- ST 0 . __ _______________C_ __C---________- ,-- I___--F__ _F____�_ _�___ t=====- -____�___________ -- , M W __________________ _____ _________________ L o c� �- , ,---- ,-- ----------��-------;- T=- T-------;-- -� IINISHEDSTORAGE °• D - ►a� en w ° I EX.(3)2X12 GIRDER EX.(;3}2Al2 GIRDER , , (3)2X12 GIRDER , . 0 vi i ry `---- •--'- -F),11-1/4,M I `---- UNHEATED • O 4 x I _ L11 (POST ABOVE)O4"CONC.SLAB,REINFORCEDw/6X6 10/10 WMM,PITCH TO _ LAL Y COLUMN p • ; OVERHEAD DOORS MIN.1/8:12 FRAME WALL OVER (� w/2'X2'Xt'FTG , I I o o. `t'�I 2X12 F1 C@16"OC FORMER GARAGE I I �. , ° SLAB (POST ABO O r/� ' V I I U I , ,.. v 1 LL in 0 W i (PO ABOVE) I , a •o I I I u•, J . _ Fn CN a )Q X ^1 U x ..� in Q o ' d 0 � m C 0 ° REMOVE EX.PC W , ° in01 \ 0 I 90min .DOORS ' ' 2'-6" 2'-6" _ o m 0 L WALL AS REQ. � O � � I IN TALL FLOOR DRAIN, O •— X • � 1_ O C NNECT TO DRYWELL >- U- R a� oo MECHANICALS -� n PICAL) Q Z V -V a cz 12°PC WAtt wf 24"X13"FTL-,{3)#5 REBAR- #5 REBAR tv #5 REBAR 'p ------"---- _ ` @12"OC @12"OC �o 6} 4 t Q D 0 4 •Q• Q P Q• c 0 •� Q •Q• v o • p .Q p -, '� C • p •Q p •• r • i6 d) -011 !� lo J \ CO Q) E m �— pUl3 2'-71/2" 91 _4" ,-2" 9'-4" 8'-51/2„ 31_411 ,_t„ ,_ „ 4 7 0 7-0 4 7r U 3 5'-4" 3 8'-0" 14'-0" 4'-8"0 ::::I PROPOSED ADDITION EXISTING PROPOSED ADDITION N '4 N Q E c E IdE E J U N 1 4 2024 PROPOSED FOUNDATION PLAN N S PROJECT NORTH u SCALE: 1/4" - V-0" 13tulfc-'•ing Department W Town of Southold � rod A. ¢. DRAWN: MH/MS } , SCALE: � PO, JOB#: 6/13/2024 SHEET NUMBER: A- 3 REVISIONS: 3/2122 Mise Rev SCTM # 1000-107-2-3.9 DESCRIPTION: AREA COT EXCAVATE: FILL: RO ED AS NOTED PROPERTY: 40001.0 SF 0.918 ac Q DATE: P. U ESTIMATED DISTURBANCE: 10000 SF FEE: FY: NOT Y AV BUILDING ,,;T,1"ENT AT 765-1802 8 AM T`-� 4 RM, FOR THE EXISTING HOUSE: 1644.9 SF 4.1 pia FOLLOWING INSPECTIDNS: 1. FOUNDATION - TI°JO rREOUIRED EXISTING WEST PORCH: 228.0 SF 0.6% FOR POURED CONCRETE 2. ROUGH - FRr1P'VS';,IG & PLUM2RING EXISTING SOUTH DECK: 769.6 SF t.9 Rio 3. INSULATION EXISTING SHED: 82.4 SF 0.2 /o - - 4. FINAL - CON`;;R'.I"T" d MUST BE COMPLE?E ALL CONSTRUCT;.:,' '-ALL MEET THE REQUIRENIENTS 0;:THE CODES OF NEW O PROPOSED ADDITIONS 904.4 SF 2.3% 200 CY 50 CY YORK STATE. NOT RESPOINSIBLE FOR DESIG'r OR CONSTRUCTMI ERR102S. DRYWELLS (2) 8'X4' - 15 CY 8 CY h--I TOTAL: 3629.3 SF 9.1 % 215 CY 1 58 CY COMPLY WITH ALL CODES OF Q NEW YORK STATE & TOIAN CODES 195.04' AS REQUIRED AND COIJDI IONS OF S 140 231 2 0" METES&BOUNDS BY: YOUNG&YOUNG SURVEYORS SURVEY DATE: 3/16/1989 C�o J'v'lJint i' 4 v4Ztl �i iUVv,V. v, a �.n'1. Uj H O c� N.Y. O �I Q Co OCCUPANCY OR Q w - � o USE I � S UNLAWFUL o 2 00 WIT14OUT CERTIFY - o OF OCCUPANCY a r _ _ _ SILT FE_NCE _SILT F_ENC_ E_ _ _ _ 1 O PROPANE GAS FIRE PIT TO BE INSTALLED,GC 1 O TO INSTALL SUPPLY LINE AND SHUT OFF CONNECTION r LOCATION TO BE VERIFIED IN FIELD WITH OWNERS RETAIN STORM WATER RUNOFF 4) PURSUANT TO CHAPTER 236 v OF THE TOWN CODE, 31.5' NEW ROOF AREA:1866.5 SQ.FT. ' o 5 AT 100%WATER RUNOFF:311.7 CU.YD. o I PROVIDE(2)8'DIA.X 4'DEEP DRYWELLS 4-4 PATIO ON GRADE EX.DECK (DW I o - I DWI ' DRYWELLS CAPACITY:338 CU.FT. 10.3'X8.0' b _ I PLUMBER CERTIFICATICI I� p EX.SHED o o i STOOP � _ _ ON LEAD CONTENT BEF,- r j v 17.3'i 56.0' �14.0' z i / i W I I OGEE GUTTER-STANDARD 5" CERTIFICATE OF OCCUPA IV LU NOTES: ' / TOP SOIL \ / / TOP SOIL V SOLDER USED IN WATER LOCATION I EGRESS I 1 Z 1).EXECUTION: / o b WELL LOCATION / W I A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED, SUPPL Y S'/YSTEM CAIVIV rJ C3 ' J � / � EX.2 STY.HOUSE � � � (y_ 2).PREPARATION: EXCEED�/10 OF /%L � A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. EAD. t/1 ` PROPOSED GARAGE ` ' J I / 8). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR w/2ND.STY.& PROPOSED 2 STY. _ ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. DECK ABOVE t7 3' /; t7 0' ADDITION l/f C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR r---1 o i METALS WITH PROTECTIVE BACKING PAINT. ri 38.0' 14.0' No 3.I 5 3.' o EX.PORCH o 54.S' A).).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. ' 6 38.0' ° _ 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. CONCRETE I� \1 I� \I CONCRETE ' a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND WASHOUT WASHOUT I B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT V 1 I' \ 3),CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL PLLI Mft""I1 t G CONNECTION WATERTIGHT. ALL PLUMBING WASTE CD DRY WELLS TO BE 10'MIN. 4).PROTECTION: &1 WATER LINES,NEED; ' AWAY FROM HOUSE A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. T lit:z:BE{=L) I N 41 ASHPHALT DRIVEWAY I fiE C01ZRN&B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL co COMPLETION. c Oo o X Lr, W p 0 0) m Cf1 � Q Q Q U O SILT FENCE '" �' w O `O - - - - - - -J lV ELECT R!CAI- I° 00 O INSPECTION REQU19RED ° LO u I~ CJi 7~ - Fire separation " w NSTRUCTI N )NSTRUCTI N required as ,r ENTRANCE p Blower door N 130 19' 00" W 195.0 NYS Code and ductwork testing required. Emo U � GRETON COURTS Dtprovide manuals o All exterior lighting ' J and S as per U) b Nys Energy Code Installed, replaced or repaired shall conforms N to Chapter 172 Of the TOjvn COdL D SITE PLAN ,� JUL 1 ;3 2n9 ' U SCALE. 1 - 20 -0 TC3'rurr OF Soil, INN S DRAWN:JM/MS SCALE:AS NOTED .fit y,; ;1 kz a► DATE:7/12/2022 1 •s s ` �s, r„� °�f� SHEET NUMBER: REVISIONS: 3/2/22 Misc Rev lie PROPOSED DORMER PROPOSED DORMER — �� ✓ i �. ., �. .` �. .` �� `� �� `� NEW SIDING TO O . . . . . . . . . . . . . . . . . . . . MATCH EXISTING Th CABLE RAILING ElF--I �..I NEW SIDING TO MATCH EXISTING NEW OVERHEAD DOOR L—J L AS SELECTED BY OWNER `� ^ E O rn o ,O/ PROPOSED WEST ELEVATION SCALE: 1/4" = P-0" con N v� O � � U rn ct 0 u m N 01, m V X po P� C;"\ m 21 Oco r X o z v � xcl d Ln U +°1 01, ` al 00 Cl� C14 c) v 0w3 a w u u o 1�+4 U-) H EXISTING WEST ELEVATION x SCALE: 1/4" = V-0" DRAWN:JM/MS SCALE:AS NOTED � w `�" 1 DATE:7/12/2022 4F r gr %' 233,r,�® ', SHEET NUMBER: REVISIONS: 3/2/22 Misc Rev 12 12 NEW DORMER NEW DORMER NEW SIDING TO NEW SIDING TO MATCH EXISTING — MATCH EXISTING ol w F--1 FIREPLACE - Ell I - �j DIRECT VENT LLI uElu — Q NTH W • EGRESS _ a WELL PROPOSED SOUTH ELEVATION a SCALE: 1/4" = V-0" U N � U � O U ct rn ct 0 v c7l m O X r O u z U a M a v N 0 W w U O H U � EXISTING SOUTH ELEVATION SCALE: 1/4 - 1 -0 DRAWN:JM/MS SCALE:AS NOTED DATE:7/12/2022 �. kw ( Ei % � `q � � "�` '�/•{/ SHEET NUMBER: A-2 REVISIONS: 3/2/22 Misc Rev PROPOSED DORMER PROPOSED DORMER PROPOSED DORMER NEW SIDING TO — - _ MATCH EXISTING H w NEW SIDING TO • ■ MATCH EXISTING Li --- ----------------- OUTDOOR Q SHOWER w • PROPOSED PATIO PROPOSED EAST ELEVATION SCALE: 1/4" = V-0" U N r--1 � U O 7� U 4w �!1 0 � v � N � � O al V V O c v 0 RS QJ 00 � u 00 v N � w3 r~ w U � �T� O l IN H U EXISTING EAST ELEVATION SCALE: 1/4" = V-0" 14 4 �� cc DRAWN:JM/MS SCALE:AS NOTED T DATE:7/12/2022 Da i,`�rw C lE• � SHEET NUMBER: :•'�T �r�233�� t A-3 REVISIONS: 3/2/22 1 Misc Rev NEW SIDING TO MATCH EXISTING F--1 74 NEW ROOF DECK ------ - --- ---- - W I--� NEW OUTDOOR SHOWED H F--I H w PROPOSED NORTH ELEVATION SCALE: 1/4" = V-0" U N � O U rn ct 0 ~ v � N rt cn x ,n 7� w ° � S O � a � v � cn v N 0w3 Emo w u O 1�1 U-) U � EMSTING NORTH ELEVATION SCALE: 1/4" = V-0" ma u; DRAWN:JM/MS SCALE:AS NOTED DATE:7/12/2022 IN" '* SHEET NUMBER: A-4 REVISIONS: 3/2/22 Misc Rev o ca s 00 00 O �O LL — x EXISTING KITCHEN EXISTING DINING ROOM z I X I w 1 I V O I �O ❑ I I U I X — — — — — — — — — — — — — — — 2 (2)2X12 w/1/2"PLYWOOD HDR I I O I H I +�- ' - - - - - - EXISTING DECK L - - - - - -z � I EXISTING GARAGE EXISTING LIVING ROOM I I Z °19 u- f EXISTING I I Z X EXISTING BEDROOM BATH I z No. 1 Q , I x j Li Q , w . V1 W O 0 O D EXISTING PORCH I; N - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - — - — - — - — - — - - EXISTING BASEMENT N X w N .r..r r� O ---- •-----, •---- -----, � ) EX.(3)2X12 GIRDER___ EX.(3)2X12 GIRDER EX.(3)2X12 GIRDER EX.(3)2X12 GIRDER EX. (3)2X12 GIRDER EXISTING GARAGE j ' EXISTING 1ST. FLOOR PLAN SCALE: 1/4" = V-0" L'7 V O r— N ' Ct LL, 0 , w , o i O ELEC L cv o PANELS rn X ,n v a 'u I w u -cs v n o EXISTING PORCH - "21 a PIT.HT.— _ _ _ — _ _ _ _ — — PLT.HT.— _ _ _ _ _ _ _ PLT.HT._ ro :E]l ----/ ' ✓-- --'/ - -- n -- - ---' o W o EXISTING FOUNDATION PLAN W EXISTING BEROOM EXISTING BEROOM SCALE: 1/4" = V-0" '�J No. 3 u No. 4 b� EXISTING m BATH r 9 r — — — i r — — — — — — — — EXISTING I EXISTING I I EXISTING SKYLIGHT I I SKYLIGHT I I SKYLIGHT I U L — — — J L — — — J 3'-10"PLT. HT. Y-10"PLT.HT. T-10"PLT.HT. v w DRAWN:JM/MS }�l SCALE:AS NOTED DATE:7/12/2022 X l STI N G 2 N D. FLOOR R PLAN SHEET NUMBER: E OO SCALE: 1/4" = F-0" A- 5 REVISIONS: 3/2/22 1 Misc Rev z 8"THICK CONCRETE O WINDOW WELL o HORIZONTAL PROJECTION(ie DECK) O #5 REBAR w @ 12"OC z Q V c E O E _Z m '3 REMOVABLE STEEL GRATE Y-0"min. 4"min. LADDER RUNGS #5 REBAR O ° PROJECTION Z @12.00 O 44"max *ADJUST FOR LARGER WINDOWS a e• (OR LADDER EGRESS WINDOW (WINDOW SHALL BE ABLE TO p O•° (PER CODE) OPEN FULLY) O •n . LL s. 2 X 6 AGQ SILL - 4" P.G. SLAB ON GRADE I� 10. DRAIN WINDOW WELLS TO BE COVERED WITH STEEL GRATE. COVERS SHALL BE REMOVABLE FROM INSIDE WITHOUT •� USE OF ANY KEY OR TOOL OR SPECIAL INSTRUCTIONS. n min.6"DEEP GRAVEL O.°• GRADE •••-• f-" ANCHOR BOLT r I BOTTOM OF SILL OF EGRESS WINDOWS SHALL BE NO MORE THAN 44 INCHES ABOVE FINISHED FLOOR HEIGHT. ADS DRAIN PIPE •� 4. Q .�� .,• \ 1 p• 44"max. \\/\\ � I LADDER INSTEPS SHALL A INSTALLED FOR WELLS DEEPER p• THAN 44 INCHES AND SHALL PROJECT NO MORE THAN I 6 INCHES INTO THE WELL.LADDER TO BE PERMANENTLY O /\ \\j a a •\j\\j/\ i FIXED R WALL OF WELL,AND HAVE A RUNG SPACE HOF EIGHT OF MORE THAN 18 INCHES VERTICALLY FOR FULL HEIGHT v ° M OF WELL. a c L I WINDOW WELL INSIDE CLEARANCE SHALL BE MINIMUM OF I 36"X 36"AND SHALL BE ADJUSTED IN SIZE FOR LARGER E�q 1 / /\/ OPENINGS AS REQUIRED. � •a • \//\� I WINDOW WELL DETAIL J \ 1 - - - - — - - DECK L - - - - - - EXISTING - — '� NTS 1-4 L OX SECTION IXI THRU SL 5 FOUNDATION J PATIO ON GRADE -— c 1 / c 6'-6�1 1 — 1 _ IT-4" (ADDITION) J O OR (2)2XB ACQ GIRDER s ER "— — — 14-0 (ADDITION) Q 1 / 14"dia PIER I I " ---- ----------- ----------- ' 3.5"LUMNSTEEL @16.00I 3'BELOW COLUMN (TYPE 1 @16"OC GRADE jp• d . p d ._ p• d p d . p• d p d -________________________________________ O •--------------•---•------,-------•-•-•- (NEW DOOR LOCATI01�) a p, �- #5 REBAR ----- ------------------------------, h'•�1 ' v I I I (VIF) i 2 X 4 STUD WALL 16' O.C.-- @12"OC(TYP) I I I I I I #5 REBAR c 1 1 11 3'-3" 31-61/411 @12"OC(TYP) a LOCATION MECHANICALS AND A U TS TO BE VERIFIED W ,L WITH OW ER IN FIELD PRIOR I I 11 jr I u T I STALLATION. I I I I EXISTING LOSE OFF a I I FRAMED WALLS I - _ ° ISTING I I LL_ - , OVER SLAB 11 .. D )ENING - I U - I I I I I LL' REMOVE EXISTING OIL FURNACE NEW EXHAUST PIPE TO BE INSTALLED. O ll! '4 , I I L _ _ _ NEW PER MANUFACTURE INSTRUCTIONS PILASTE�t • , , 1 N REPLACE WITH NEW PROPANE I L _ - - X FURNACE,SIZED PER INSTALLER PIPING AND PITCH TO MEET MINIMUM (1YP)I Ln 2 X 10 FJ 16" O•C I I 1 I 5'-01 211 N EXISTING BASEMENT 11'-61/211 CLEARANCES PER MFGR AND CODE " ' PROPOSED GARAGE I I I I �u X • I STEEL LALLY COLUMN I •a•O Lu I ----; D ^ HSS6X6X1/4Td STEE6EOLUMN (V F) DIRECT F+i/ n° / / / 4' CONC.SLAB OVER COMPACTED I I I _ iv1 OV \\/\\/\\' CLEAN FILL,REINFORCE WITH I I ON 2"X24"X12"FTC, I VENT (2) 2 X 6 SILL PLATE' " \ \ C ° I I i-----' - ------ ( )#5 REBAR X 0 10/10 6X6 WMM.PITCH TO OH OPENING I , , ^- ------ REINFORCE w2 x 6"CONCi FTG. l �{ --I------- I-- `J LL - - - - MOVE EX. o Z O �2X4 BEARING WALL OVER HA -CH___ i ® CHIMNEYct SLAB(16"x8"X12"w.(2)#5 RE AR) I p C.) 25'-113/4" I I I 8'-8'/4t1 -------------- --——— --_—_-- i —————i -----, `--------- ---- _ i w - ---- ------------------- -- ------ --_------- I-- I------------ O Vl O ------------- X __ I :_ T__®__T____________ __ _ u � ✓ING ROOM W I I I $'_10" EX. (3)2X12 GIRDER (3)2X12 GIRDE ( ) ° h,,T..( °. \//\ \/ WDIRECTION = I I 1 •- ._ L�. ---- LL, `^ Tlt _--- , , N •-. EX. 3 2X12 GIRDE 8" PC WALL �j\\j\\j I 1 W --- Z----, Q� DAMPPROOF / 4 0 I ' FINISHED FLOOR TO MATCH EXISTING(VIR a EXISTING PC WALL I I I Q ' ' _� m i EXGRESS ESCAPE TO BE REMOVED I 1 pco - , AS REQUIRED(VIF) 1 1 m I 6X6X1/4 TUBE TEEL COLUMN _ 1 M O WELL TO CODE G. I 1 N 1 L11 U 0 ER RE FORCE 24(2)#5 REBAR e w. N L N 1 C 1 1 1 I J v '•- C) EXISTING STAIRS TO o ¢ ' BE REPLACED AND _ - \\/\\/\� NEW STAIRS AND RAILING X TO MEET CURRENT NYS ti Z f 1 1-3/4X11-1/4 ML(c)16"OC \\\\ I I 1 N LL RESIDENTIAL CODE v O ° SKIM COAT FLOOR _ ° \//\//\� e I N MINIMUM REQUIREMENTS L^ u1 O • • /\/\ 4 AS REQUIRED. I I MR311.7,R312.1 --- - ----. REMOVE D � v PROVIDE PRICE TO EPDXII I 1 FINISHED FLOOR TO X ' C. EXISTING cv COAT OVER SLAB I I I MATCH EXISTING(VIF) N ; ° CLOSE OFF m o OIL rn m \/\/\/\/\/\/\/\ • •.` • : • \ \ e , I I 1 X I TANK °o v , , � EXISTING , ,• I x � u OPENING , o m r HS 6X1/4 B EEL COLUMN •- / W \ \/ #5 REBAR�n 12"OC(TYP) OVER "X42I'X16"CONC.FTC. i _ ^ L — J i o P � U) ---• REINFORCE w/(5)#5 REBAR e_w_, \ \ \ ————————————————————————————————————————————————————————— Z i w #5 REBAR v 00 J o \ / / //• CLOSE OFF EXISTING OPENING 8"PC WALL(TYP) CONCRETE APRON TO TIE INTO FOUNDATION WALL w/#5 REBAR @12"OC(TYP) @12 OC (TYP) i c i '7 ' p. FOOTING TO BEI6"X8"w/ -- ----------------------------------' ^ (2)#5 CONTINUOUS n SECTION Y TI-IRU E3,4SE ME=NT WALL MIN. 'BE OW GRADE Ems) / a� � 00 8"PC WALL,DAMPPROOFED cv Q) 181-3" (FULL BASEMENT TO MATCH EXIST.) EXISTING PORCH I ,� ADJUST WALL HEIGHT FOR w 3 14-0 (ADDITION) FINISHED,FLOOR TO MATCH 17'-4" (ADDITION) 18'-011 — —— I EXISTING(VIF). I I I 1 FOOTING TO BE 16"X8"w/ (2)#5 CONTINUOUS REBAR I I 1 , CONCRETE SKIM COAT- CUT AND REMOVE / - _ - - - - - - - - _ATION _ - - - - _ H OVER EXISTING AND WALL EXISTINGT0 BELOW SLAB _ LLL � U PROPOSED SLAB FOR O SEAMLESS FINISH M II EXIST 4" P.C, SLAB ON GRADE °a a.a v N PROPOSED FOUNDATION PLAN SCALE: 1/4" = 1'-0" PROPOSED 411 U CONCRETE SLAB j /\, .�,,,„�.5•zsim Ns,Lam'��b y+ c 1-4 �'"s�a SECTION Z TNRU SLAB FOUNDATION DRAWN:JM/MS Z Scale: 1/211 = I'-O" ®Y SCALE:AS NOTED DATE:7/12/2022 ?�*� �;.,Z ���^ r' SHEET NUMBER: UFIREIONS: 3/2/22 Misc Rev ------------------------------------------ ----------------------------------------- ----------------------------------------- ----------------------------------------- ----------------------------------------- ----------------------------------------- F"I B EXISTING DECK Q -PATIO ON GRADE J , J 14'-0" (ADDITION) EXISTING SHED F--a ----------- ------ PROVIDE GAS I--� TO BE RELOCATED I 1 J _ TO BABREQUE(VERIFY WITH OWNER)) 61-1011 71-211 ^^ \OHDOO ----------- ------ H �5 OW 17'-4" (ADDITION) J ADDITION SHELVES ABOVE P Ok111DE H HANGING ROD(MIN.2 S qER 3.5"X0.25"STEEL CVE AT SHO VERIFY w/OWNER) W 3357-2 O • COLUMN (TYP)\ < (REUSE EXIST.) i I 2X10 HDR boloo HSS 6X3X1/4 I I (2)2X10 HDR O I TUBE STEEL I I ^ 3 N ^ VO ¢ I COLUMN I I x - - - - %° - - - - - - - m - - - _ - _ , I I-_�jFXTE I )R LY✓Al l ABOVEL _ _ - Lu — _ _. . r I I w m PROPOSE iv ' ^ _ (4)1-3/4X14 ML /(3) 3/4"STEEL FLUSH BEAM d II m , w V I I HSS 6X3X1/4 I I I MUD ROOM jj w v U-'. I TUBE STEEL I V I I j RADIANT HEAT TILE FLOOR U O w I COLUMN � _ I m (FLUSH FLOOR w/GARAGE) Q ,n ' �p w p I 1 VAC w/WIFI THERMOSTA X w '` ♦ ` ^ v~i U = ^ V ^o `\ �` '- - - - - - - - - - - - - - - - - - (EXTERIOR WALL ABOVE) - - Z ( - - - - - - - - - - - - - - - I ~ m z 11-1/4 ML(RIP TO 9-1/4)DBL(816"OC ,II �� I I oo ^ ' \ '� o - - - M - t I I Lu (DECK ABOVE) INSTALL 3/4"T&GEXT.SHTGABOVEw/ _, ` EXISTING KITCHEN N EXlST1NG � I II ^ Z) N N F c[ EPDM,FLASHED PITCH FRAMING TO GUTTER. 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N 10 1.WALL HEIGHT TO MATCH EXISTING.2X4 STUD WALLS. W EXISTING PORCH " 2.GENERAL CONTRACTOR TO VERIFY EXISTING MATERIALS, 12-� 0'/z�' 12-0' " Z71-31/211 4'- 6'-1011 7'-211 OPENINGS TO BE REUSED,DIMENSIONS,etc.PRIOR TO - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CONSTRUCTION.NOTIFY ARCHITECT FOR CHANGES OR EXISTING DISCREPANCIES. 3S'-4" 3. PROVIDE TEMPOARY SUPPORT FOR BEARING AREAS. 14-0 (ADDITION) H 01 PROVIDE SEPERATE HEATING AND COOLING ZONE FOR u u MUDROOM,HALF BATH,AND LAUNDRY ROOM w Q U) ------------------------------ INDICATES EXISTING WALLS TO REMAIN F' INDICATES EXISTING WALLS TO BE REMOVED SECTION M1502 CLOTHES DRYER EXHAUST VENT TO EXTERIOR PROPOSED 1ST. FLOOR PLAN INDICATES NEW WALLS SCALE: 1/4" = 1'-0" x INDICATES SMOKE DETECTORS, ALL OF WHICH MUST M1502.1 GENERAL. DRYER m EXHAUST SYSTEMS SHALL BE u 44 INDEPENDENT OF ALL OTHER so SYSTEMS, AND SHALL CONVEY BE INTERCONNECTED THROUGHOUT THE BUILDING AS THE MOISTURE TO THE OUTDOORS. PER SECT. 1060.10 OF THE N.Y.S. BUILDING CODE, INDICATES HARD-WIRED CARBON EXCEPTION: THIS SECTION SHALL crl MONOXIDE DETECTOR NOT APPLY TO LISTED AND R>•-�� "` `;;,.� LABELED CONDENSING (DUCTLESS) .,^ f••..- �;�•;. ® 80 CFM MECH EXHAUST FAN TO EXTERIOR CLOTHES DRYERS. r �. DRAWN:JM/MS SCALE:AS NOTED DATE:7/12/2022 SHEET NUMBER: A-7 REVISIONS: 3/2/22 1 Misc Rev C F--1 13 A 23'-7" (DORMER) r� 11'-91/2" 11'-9'/2" /214'-3' " (DORMER) W V1 7'-13/411 71-13/411 ol O O MINIMUM 36"TO BOTTOM OF SILL 1 (SEE SECTION ON A-10) N 2547-3 1 1 2547-3 (2) 1-3/4X7-1/4 ML HDR I PROPOSED FALSE DORMER I , I I (LAY OVER EXISTING ROOF) BUILT SHELVES , 2)7-i/4 ML HEADER ---- ----------- ----------- - -- I SEE ROOF PLAN I OVER PRINTER ' I I (VERIFY w/OWNER) I I I INSTALL MINIMUM 2'X2' 1 V ACCESS HATCH TO DORMER , - �o 7'-0" 8'-5" 7'-01 I — I 11 N 1 00 V I 1 LINENj----------------- ----- ------------ ----------------- ---------------- ---------------- j2 1 ---------------- co 1 00 N N N r — 1 I r - 2'_0" O ' (2)i-3/4X7-1/4 ML FLUSH BEAM ' �--, - - - - - - - - - - - - - I PIT.HT. 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LAGS - - - L - - - _ _ J L - - - - 12 I1 O I I I - - - - - - - cli WITH WASHERS @16"OC - - - - - - - - - - - - ,� I V � _ - J1 6 L - - - I 1 0 r — — — — — — — — — J L — — — — — — — — — — 'I I x I VJ I Cie 12 N 1 I I 00 x I 6� I I II II I PROVIDE ACCESS HATCH TO DORMER. I \ I I i GC TO CONTACT ARCHITECT 1 IF REMOVING ROOF STRUCTURE 1 1 I I -PRIOR-TO-DEMO FOR ADDITIONAL 1 2X10 RIDGE r -STRUCTURAIL TO CONSIDERHil 1 1 2X10 RIDGE 1 ROOF DECK I1 / I I 11 I 11 11 C� I I II I I I1 11 II I u II II co IX II II v I IN /N O I I I 11 0 I I -1 12 o I I - - �. 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Q LANDING �Q+ �#4 r2X8C SILLREORIENTED STEPS EXIST. w EXIST. 8"PC WALL OVER BUILT-UP FLOOR TO EXIST. UP TO MAIN FLOOR O O LEVEL 16"X8"FTG, (2)#5 BAR BE LEVEL WITH MAIN HOUSE FIN FLOOR. P-i C SECTION 15I a B scale: 1/4" = 1'-0" 2X10 RIDGE U EXISTING 2X8 RR @16"OC U �bOC 2X8 CJ @16"OC ��1 �U c 0 235 * FIBERGLASS ROOF SHINGLES p * N U � PROPOSED FRONT DORMER PROPOSED REAR DORMER 15 FELT I Lo 5/4 DECKING OVE 2X ACQ SLEEPER p 1/2" CDX PLYWOOD SHEATHING (TYPICAL).COMPOSITE DECKING TO 'Th CABLE RAILING co MASTER BATH MASTER BEDROOM MATCH EXISTING(VERIFYw/OWNER) (MATCH EXISTING) , 12 12�6 � (5) 1-3/4X14 ML w/ 2 X S ROOF RAFTERS 6 I(o" O,G. (4) 1"STEEL BEAM �" @��° SIMPSON H3 FRAMING ANCHORS 16" O,G, 1-3/09 1/4 ML 16"0C S�CUJER(TYP.) — _ LINE ROOF BEYOND 2X4 HANGER ROOF BEYOND OF EXISTING 2�g�� LINE OF EXISTING 2 X 4 COLLAR TIES a 45" O,C, 1-3/4X11-1/4 ML(RIP TO 9-1/4)DBL @12"OC GUTTER TO BE INSTALLED R-19 INSULATION O �-i EXISTING — / T CONNECT TO DOWNSPOUT — AT EACH RR CJ AD TO DRYWELL PER CODE 1 X (o FASCIA BOARD OPTIONAL PAD POUT CEILING 2X10 CJ @16"OC , TO MATCH(VERIFY w/OWNER) VENTED SOFFITS (CONTINUOUS) HALF EPDM,FLASHED w/LEAD COATED COPPER FULL HEIGHT WALL GUTTERS 4 LEADERS TO GRADE (TYP.) o BATH OVER 3/4"T&G EXTERIOR GRADE SHEATHING +I 1/2" GYPSUM BOARD CEILING N LL_11LJE1� PARTITIONtl " m `r v o WALL(TYP) 5/8"TMPGAR RAT D SHEETROCK TO BEDROOM OPEN THRU o m � v TO BE INSTALLED ON WALLS AND v t~ BEDROOM No. o CEILING.REPLACE EXISTING AS REQ. f- BEYOND O 0 u x � _ / 2X6 ACQ PLATE OVER 0 OFFICE SITTING AREA w x REPAIR SURFACE 4"PC SLAB (PITCH TO OH DOOR) TERMITE SHIELD, �p lU o � go) +; � 4DBLIMMML� REINFORCE w/10/10 6X6 WMM SILL SEAL PER CODE -' � :JAS REQUIRED9-1/4 ML FJ t6"oC •-• OVER COMPACTED CLEAN FILL <t o `jEXISTING@ � SIDING TO MATCH c.• h. g. .. .. .. D UP EXISTING GARAGE SLAB ' ' U) PLATE •� AS R 2X4 PL 15 * FELT d• 1 71_q.11 d 8"PC WALL E 1/2" CDX PLYWOOD SHEATHING ° U v (3)1-3/4X14 ML @16"OC cc c' (ADDITION) - I - 2 X 4 STUDS -1 16" O,C, R-13 INSULATION CUT BACK OR 16"X8"STEP FOOTING REMOVE EX.WALL w/(2)#4 REBAR �, -- 1/2" GYPSUM BOARD WALLS EXISTING d. EXISTING COVERED r- -` ''`°`_ (2) 2 X 4 TOP PLATE LINE OF EXISTING KITCHEN BEYOND ,; STAIRS 2 X 4 SOLE PLATE FRONT PORCH TO C PARTIAL GARAGE SECTION REMAIN s"-�� BEYOND W ----- 2 X 4 STUDS INTERIOR PARTIONS 16" O,G, (TYP,) • 7 >> SCALE: 1/4" = 1'-0" _ - - EXPANDED LIVING o Lai 3/4"SUBFLOOR l... N DBL 7-1/4 ML @16"OC _ FINISHED FLOOR TO p MATCH EXISTING. ADJUST FOUNDATION 2X6 ACQ SILL PLATE o WALL HEIGHT AS REQ. OVER TERMITE SHIELD (VIF) AND SILL SEAL(TYP) ° oQ � u o, PROPOSED UNFINISHED 8"PC WALL o FULL HEIGHT BASEMENT DAMPPROOF EXT. 4"CONC.SLAB 16"X8"CONC.FTG. SECTION IA' (2)#5 REBAR .j v •� `'p4^ ` ;M' a DRAWN:JM/MS � Scale: 1/4° I'-O° SCALE:AS NOTED s , 'a 4 DATE:7/12/2022 SHEET NUMBER: REVISIONS: 3/2/22 Mise Rev Generated by REScheck.-Web Software Comw% liance Certificate INTERIOR OPENING SCHEDULE EXTERIOR OPENING SCHEDULE Project Stambules / Hindmarsh Residence LOCATION SIZE: DESCRIPTION JAMB SIZE HARDWARE REMARKS LOCATION MANUFACTURER CATALOGUE No. UNIT TYPE: UNIT SIZE: HARDWARE GRILLE PATTERN REMARKS Energy Code: 2018 IECC Location: Mattituck, New York FOUNDATION: FOUNDATION: Construction Type: Single-family Project Type: Addition SOUTH ADDITION: PELLA 3565 CASEMENT WINDOW 2'-11"X5'-5" STANDARD - TOW: 8'-0" 1 BOW: 2'-3 3/16" Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: 1ST. FLOOR: 1ST. FLOOR: Construction Site: Owner/Agent: Designer/Contractor: GARAGE: 3/OX6/8 PREHUNG SINGLE DOOR 4-5/8" KEY LOCK 45 MIN. FIRE RATED DOOR w/ - - VERIFY STYLE w/OWNER 545 Greton Ct SC HINGES AND STEEL JAMB GARAGE: OVERHEAD DOOR 18-0 X 8-0 INSTALL O.H. OPENER Mattituck, NY MUDROOM: 2/6X8/0 PREHUNG SINGLE DOOR 4-5/8" PASSAGE LOCK (CLOSETS) GARAGE: PELLA 2929 CASEMENT WINDOW 2'-5" X 2'-5" STANDARD - �':�ttaria[.�..�4 -� �.F�ilr4 '� �.: ��_.�..�.�_�w�.._._......_..w�._�. .. I---a HALF BATH: 2/4X6/8 POCKET DOOR 4-5/8" PRIVACY LOCK GARAGE: PELLA 2535 DOUBLE HUNG WINDOW 2'-V X 2'-1" (VIF) RE-USE EXISTING (VERIFY SIZE) Compliance: 9.3% Better Than Code Maximum UA: 268 Your UA: 243 Maximum SHGC: 0.40 Your SHGC: 0.30 Q� The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. p/ LAUNDRY ROOM: 2/6X6/8 POCKET DOOR 4-5/8 PASSAGE LOCK VERIFY STYLE WITH OWNER It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. w MUDROOM: INSWING DOOR 3'-0" X 6'-8" INSTALL LOCKSET Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Q, LAUNDRY ROOM: PELLA 2929-2 CASEMENT WINDOW 4'-10" X 2'-5" STANDARD - 2ND. FLOOR: IQ MASTER BEDROOM: 2/6X6/8 PREHUNG SINGLE DOOR 4-5/8" PASSAGE LOCK (CLOSETS) LIVING ROOM: PELLA 3357-2 DOUBLE HUNG WINDOW 5-6" X 4'-9" (VIF) - RE-USE EXISTING (VERIFY SIZE) Envelope Assemblies LIVING ROOM: PELLA 2547-3 DOUBLE HUNG WINDOW 6'-3" 4'-9" MASTER BATH: 2/4X6/8 POCKET DOOR 4-5/8" PRIVACY LOCK yK!j BEDROOM No. 3 - _ _ _ dst :t 1M! + .RIi°,t .r , a► .__.. ._. ._..... __. 0 _....._... ...._....W_�._.w_..__� __._._._._.........___.... . 2ND. FLOOR: Ceiling 1: Flat Ceiling or Scissor Truss 705 30.0 30.0 0.017 0.026 12 18 Ceiling: Cathedral Ceiling 200 30.0 0.0 0.034 0.026 7 5 Q MASTER BEDROOM: PELLA 4129 AWNING WINDOW 3'-5" X 2'-5" STANDARD - Wall: Wood Frame, 16" o.c. 811 20.0 0.0 0.059 0.060 40 40 MATCH EXISTING INTERIOR DOORS MASTER BEDROOM: PELLA 2547-3 CASEMENT WINDOW 6'-3" X 3'-11" STANDARD - Window: Wood Frame 104 0.310 0.320 32 33 Q HINGES AND LOCKS. VERIFY R/Os PRIOR TO ORDERING SHGC: 0.31 W MASTER BEDROOM: PELLA 7282 FRENCHWOOD GLIDING DOOR 5-11 1/4" X 6-9 1/2" STANDARD - Window 1: Wood Frame 11 0.290 0.320 3 4 SHGC: 0.32 Q BEDROOM No. 3 PELLA 4129 AWNING WINDOW 3'-5" X 2'-5" STANDARD - Window 3: Wood Frame 910 SHGC: 0.31 22 0.310 0.320 7 7 Q BEDROOM No. 3 PELLA 2547-3 CASEMENT WINDOW 6'-3" X 3'-11" STANDARD - Wall 1: Wood Frame, 16" o.c. 1,069 20.0 0.0 0.059 0.060 51 52 P4 Door: Glass Door(over 50% glazing) 42 0.300 0.320 13 13 BEDROOM No. 3 PELLA 2957-2 DOUBLE HUNG WINDOW 4'-10"X 4'-9" (VIF) - RE-USE EXISTING (VERIFY SIZE) SHGC: 0.22 Window 2: Wood Frame 167 0.290 0.320 48 53 SHGC: 0.32 ATTIC: Floor: All-Wood Joist/Truss 905 30.0 0.0 0.033 0.047 30 43 U FALSE DORMER: PELLA 2547-3 CASEMENT WINDOW 6'-3" X 3'-11" STANDARD - rn GENERAL CONTRACTOR TO VERIFY ALL UNIT SIZES PRIOR TO ORDERING AND INSTALLING. EXISTING WINDOWS TO BE RE-USED TO BE VERIFIED U WITH SIZE WITH WINDOWS ADJACENT TO THEM. VERIFY CONDITION OF EXISTING UNITS TO BE MOVED. rA ALL NEW UNITS TO BE BID AS PELLA ARCHITECT SERIES (ALUMINUM CLAD EXTERIOR) DOUBLE PANE ADVANCE LOW-E (INSULATED WITH ARGON) ;-4 0 ^ WITH SCREENS, PREFINISHED INTERIOR AND STANDARD HARDWARE. OWNERTO REVIEW AND APPROVE OPTIONS PRIOR TO ORDERING. Project Title: Stambules / Hindmarsh Residence Report date: 06/1 r-, Data filename: of 2 Page 1 of 2 rr rr�� Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other V calculations submitted with the permit application. The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist, N Name -Title Signature Date 2" 17 O O O O 2" O O O O 2" ® ® ® ® ® o 2" � +. c� CV p � m GJ u � � v NOTES: as rn m o O O 9 cc ®® ® ® ` cl, u 1. ABOVE GRADE DRAIN PIP C ES TO BE PVC SCHEDULE 40 OO OO O x o i II 2. BELOW CaRADE DRAIN PIPES TO BE CAST IRON FASTENER TYPE: SPACING: w 4 TI-IRU VENT No.8 WOOD-SCREW O oo . BASED ANCHOR WITH 16")C tin.EMBEDMENT LENGTH O 3. WATER SUPPLY PIPIN6s SHALL BE COPPER (ASTM 8-42) ® ®p ® ® ®® ® ® C 4 No.10 WOOD-SCREWS O O <\ ,4 4 I 2' 1Y" IY" BASED ANCHOR 4. ALL PIPINCa TO BE SUPPORTED IN ACCORDANCE WITH SECTION P2605 (I C) 21n.EMBEDMENT L WITH 16°oc U m 1/4in.dia.LAGSCREW 00 BASED ANCHOR WITH 16"oc N O W I� 21n.EMBEDMENT LEN GTH ly ® ® ®® zu u IS 2 O O I I 1/2"APA RATED SHEATHING W�C� 4 P PLYWOOD S1"1 R, L V. L V- SHEATHING Ll GRADE PLYWOOD (ALTERNATMVE:7/16"O.S.B.) 9 ® ®® 0 W 1/2"APA RATED SHEATHING [� I 2° 2" GRADE PLYWOOD 2*I1`lD �L�OOQ I` 2 4ii (ALTERNATIVIVE:7/16"O.S.B.) U ® ® ®® 9 ® P4 O Q 2"V. FASTENER TYPE: SPACING: 2X ly" IK° 2n lyn ly" No.B WOOD-SCREW STUDS rX BASED ANCHOR WITH 10"OC 0 0 N WINDOW SILL tin.EMBEDMENT LENGTH F-+ u ly° L__ 9 g 2„ ly" IY2"V• TYPICAL WINDOW OPENING No.10 WOOD-SCREWS ®® V. - SINK BASED ANCHOR WITH 12'OC PANEL SPAN EQUAL OR SMALLER 21n.EMBEDMENT LENGTH f� W,C, F THAN 4 FEET O.D. NWR, i W� i BASE dia. HORWIT O O U BASED ANCHOR WITH 16"OC ISM ��C)RU_ tin.EMBEDMENT LENGTH F.A.I. TYPICAL DOOR OPENING m 2n 2" 4" 2" L _J I FASTENER TYPE: SPACING: PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOD ASSEMBLIES 2" 2-2X4 DF#2 STUDS CONNECTED No.B WOOD-SCREW AND EQUALAN HOUSEFEET OR TOGETHERAND NUTS O 2'-OLO.C,ESS�EEL Bin.EMBEDMENT LENGTH HOUSE TRAP OR GAL AND BLTS " WASHERS BASED ANCHOR WITH 8"OC C•0.7-/ No.10 WOOD-SCREWS TO SEPTIC SYSTEM TYPICAL MULTIPLE OPENINGS BASED AS EMBEDMENT NGTH 91,oc i 4" X.H.C.I. DRAIN LINE PANEL SPAN GREATER THAN 6 FEET &.- AND EQUAL OR SMALLER 1/4in,dia.LAGSC(tMs BASED ANCH 1 THAN 8 FEET tin.EMBEDA 1`11 W t.S WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL -: ti:. DRAWN:JM/MS # �.: . AS PER SEC. R301.2.1.2 NYS CODE: PROTECTION OF OPENING }" Are SCALE:As NOTED N7; PLUMBING SCHEMATIC Q �, = ,�,_�� DATE:?/I2/2°22 SCALE: NOT TO SCALE WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" � AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO tF } ' SHEET NUMBER: COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. 23 ;O ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS. SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. A 11 HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. REVISIONS: 3/2/22 1 Mise Rev 4 0 y WIG BEYOND WIC BEYOND b SLIDING GLASS DOORS T O BALCONY E ROOF GARDEN O BEYOND Ff, uu uOu 1� W INTERIOR ELEVATION 'C' a MASTER BEDROOM g�11NTI,�Eml�R ELEV,4TION 'D� � 1"I,4STI=ice' �3EDi�'001"IScale: I/2" = 1'-O" '-O" LINE OF TRAY CEILING Q Q w V� 0 DOOR TO HALLWAY a I I BEYOND O o o � e �11N �E�ROLEV TION E ' 1",4 TER BEDROO"i INTERIOR ELEVATION 'F' � 1" ASTER 5EDROOI"IU�RE Scale: 1/2" = 1'-O" ;..q C � � U Ct Con M N rn m ai o � � V xp v y " V A N � w3 WALL SEPARATING TOILET d SHOWER SKYLIGHT W SKYLIGHT PARTITION j/ U U SEPARATING GLASS PARTITION TOILET AREA AND SHOWER j/ Q GLASS PARTITION / N BETWEEN SHOWER STONE LEDGE k : LINE OF 4 LAUNDRY AREA POCKET DOOR BEYOND STONE COUNTER U� j-I � � � I SHAMPOO SHOWER SHELVES b a \D j 0 0 ,�► tu v '«c C==:o DRAWN:7M/MS SCALE:AS NOTED * � wt DATE:7/12/2022 INTERIOR ELEVATION 'G' MASTER BATHROOM � INTERIOR ELEVATION MASTER SATNROOM I�ifIOR ELEV,4TION J � M,4STER 8�4THROOM INTERIOR ELEVATION H a MASTER BATHROOM Scale: 1/2" I-O" o Scale: 1/2" = i'-O° S /2 - 1-O { f Scale: -O � SHEET NUMBER: r' ' ,R• REVISIONS: 3/2/22 Mise Rev WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS • RAFTER WALL STUD ENDWALL CRIPPLE STUD BOTTOM PLATE oRIDGE LEDGER BATHTUB • HEADER DOUBLE JOIST SIDEWALL RAFTER ED JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT Z CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBERI DESCRIPTION APPLICATION LOCATION USP NUMBERI DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR O HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1 4"x12" 20 a. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20go. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. F--a 2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH / g FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADELfOD.j ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUDI 2X10 LS210 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ©24"OC w WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL CHIMNEY AS REQUIRED RIM BOARD RAFTER SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN VENTILNTAIATION Z • ' - SIDEWALL FLASHING BLOCKING WOOD JOIST 0 FOUNDATION 1. - TOP PLATE — 2x4 LEDGER BLOCKING FINISH WALL AND MOISTURE ►--I BARRIER TO LAP FLASHING ; 2x4 SOFFIT JOIST Q STAPPING TO BE ATTACHED TO WALL STUDS @48"OC AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT I--I 4" - 8" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS , J RESISTANT METAL MESH WITH MESH ONTIN. SOFFIT / EXT. PLYWOOD ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE O • INSTALL 4'0" O.C. AND SO AS TO MAINTAIN AIR 8" - 14" LSTA30 1-1/4"x30" 18go. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR CONNECT TO a ON ALL OPENINGS / ACTION EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND ``"• ROOF VENTILATION / OVER BEARING WALLS AND HEADERS INSTALL 4'0" O.C. CONNECT TO a 14" - 16" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS ,' , � 8" - 12" RAFTER RT20 21-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALL ROOFING LAPS BASE ' FLASHING 4 INCHES RAFTER BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING N SHINGLES AT BASE MIN. 4 INCHES < THROUGH VENT .r..t WOOD JOIST N TOP PLATE V GIRDER/HEADER cn Z SIDE WALL FLASHING O 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC WOOD JOIST U AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS AS TO FORM DRAINAGE CHANNELS AND INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 1��i •� 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1- RIDGE VENT FOLDS 1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS INSTALL 4'0" O.C. " - 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS CONFORM TO SLOPE CONNECT OVER OF ROOF ON ALL OPENINGS TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS 8 PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD r--+ DBL. SILL PLATE TERMITE SHIELD , SUBFLOOR SILL GASKET NEOPRENE WOOD JOISTS 1 ' ' � CONC. SLAB GASKET ' . ' 2x6 /2x8 CONTINUOUS WOOD PLATE o TY FOUNDATION EXTERIOR ^ ° V ` ` ' I cn � o C 6 MIL. POLY 6MIL POLY ON EXTERIOR v GRANULAR FILL , } BOLTED 0 STEEL AM WITH N °1 � 1/2 " DIA. BOLTS ® 48" o.c. STAG. cn 4 v� +� ° V STEEL COLUMN ' I p `� v .D C ROOF JACK I� a\ m v CONC. SLAB ' p - �° ° 11 � D // I ` STEEL BEAM u ° C A \,n POURED CONCRETBEDMENT: �` -14 x o m ° COMPACT FILL o I ct v try 41 E ID ROOFING LAPS 4" x 1/4" x 8" STEEL o BLOCK WALL: 15" TOP AND BOTTOM PLATE 00 FLASHING AT �� WITH 1/2" x 6" ANCHOR BOLT G � -'t ' KEYWAY FOOTING CONC. FTG. p Q`p G D' USE WITH 3x3 SQUARE WASHERS SIDES AND TOP ` 1/2" GROUT ro m U ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) 3" STEEL COLUMN in U . p REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT I I oo ,o DRAIN TILE p ANCHOR BOLT CONNECTION ( 10 KIPS ) r4 E v SUPPORTING MAXIMUM SPACING FLASHING LAPS SILL PLATE TO FOUNDATION ROOFING AT BOTTOM o W CRAWL SPACE OR FOUNDATION 1 STORY 72" OC TYPICAL BEAM DETAIL TYPICAL CONC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36" OC STEEL BOTTOM BEARING WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION) / ALL BOTTOM PLATE TO FOUNDATION cn (SLAB-ON-GRADE) 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL ` � W I I SUBFLOOR O CONC. SLAB I I DOOR FRAME 6X6 10/10 WWM GARAGE � I JOIST COMPACT FILL DOOR , USE 2X8 STEEL BEAM N FOR BLOCKOUT 4" SLAB W/ 6X6 WMM I I SLOPE P.T. PLATE 4"DRIVEWAY —® NOTCH JOIST AND ADJUST HEIGHT 11/2" AIR SPACE < I <I °a e (WITH A NAILING PLATE IF NEEDED) , AT END AND �, ,,p ° o ° a v TO BE APROX. 1/2" OR HIGHER THAN - ES OF WOOD p ° ° STEEL BEAM TO ALLOW FOR SHRINKAGE ° -cl ^=__�__:___«__ __ BEAMS (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) GRADE p �;.p A, Q_Q ° Q ° _ P D i - - r - .. ° _III ° D ° D p II-11-III I�EII� 6X6 W.W.M. 12 D ,'D D D b I p p p II—IITT —SUB FLOOR MIN. ^ �'p �'� �'� p ��NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM NOTCH EQUALS 1/4 DEPTH OF BEAM li=l D D ° II=11 •S Q REINFORCING BAR o' -III 401ST . D i REINFORCING BAR c ° 1=I d 11 n° D a II STEEL BEAM (� , I�_�I o e° ' a° ° ° ° I =DRAIN TILE SHEET METAL / 30# FELT UNDER BEAM AT POINT 12" OF CONTACT WITH CONCRETE OR CONC. BLOCK 111j=�Tf_ITi_ITI_I u�= I II oPLATE (BOLTED TO BEAM) SHIMS TO LEVEL BEAM TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. ^ ' " r`�+4 REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 3 " MINIMUM BEARING SURFACE FOR WOOD BEAM . . W~ �f GARAGE DOOR B LOC KOUT DRAWN:JM/MS 'a .r. + SCALE:AS NOTED BEAM POCKET ' ! �'x"F"'�` i"+^' ,I r" DATE:7/1 2/2022 SHEET NUMBER: REVISIONS: 3/2/22 Misc Rev WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: GENERAL NOTES 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL When a collar tie is used in leu of a ridge strap, the number of lOd common nails required JOINT DESCRIPTION QTY. SPACING NOTES BUILDING USE RESIDENTIAL DWELLING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL: 4-8d COMMONRAFTER TOE-NAIL TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: intent and framing details. They are intended as a construction aid , not a substitute Lateral framingand shear wall connections for rafter, ceiling or truss to to late shall be in CEILING JOIST 8'WALL: 3-8d COMMON EACH DESIGN CRITERIA UNIFORM CODE g P P TOE-NAIL ( ) 2020 IRC, 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10'WALL: 4-8d COMMON JOIST g Y P g g p p FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION, DETAILS, AND GENERAL NOTES State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN LIVE LOAD(PSF) R301.5 construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL DESIGN DEAD LOAD(PSF)R301.2.2.2ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 011.7 UNINHABITABLE ATTICS (NO STORAGE) 10 EXTERIOR (LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH U18I80 sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS (STORAGE) 20 EXTERIOR(LIGHT FRAME) STEEL WALLS 14 (NO FINISHED CEILING) 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM - SBC LAP NAIL HABITABLE ATTICS AND 30 INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/180 ATTICS WITH FIXED STAIRS 4 EACH FACE meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3. INTERIOR(LIGHT FRAME) STEEL WALLS 5 FLOORS U360 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the TO RAFTER WFCM - SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS (8"THICK) 80 CEILINGS (PLASTER, STUCCO) U360 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE FIRE ESCAPES 40 CEILINGSGYPSUM CONCRETE WALLS (6"THICK) 85 (GYPSUM) U240 accordance with table 3.3. TO RAFTER 2 - 8d COMMON END NAIL GUARDS AND HANDRAILS 200 SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS U240 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES (R301.5) PER 20 SQ. IN. 2000Ibs EXTERIOR WALLS (PLASTER,STUCCO) H/360 DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: 2 - 16d COMMON PASSANGER VEHICLES 50 EXTERIOR WALLS (BRITTLE FINISHES) H/240 ( ) TO RAFTER END NAIL � First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift NON-SLEEPING ROOMS 40 EXTERIOR WALLS (FLEXIBLE FINISHES) H/120 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: SLEEPING ROOMS 30 LINTELS (SUPPORTING MASONYWALLS) U600 �+ responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAIL STAIRS 40 0 construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION QTY. SPACING NOTES ROOF GROUND SNOW LOAD 20 precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO PER FACE NAIL EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C) 2 - 16d COMMON anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION � 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE INTERSECTIONS 4 - 16d COMMO EA. SIDE NAIL Q 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: NAILING SCHEDULE SEE GENERAL NOTE PAGE Z or exceeds manufacture's specifications and applicable codes. Type 1 exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD TO 2 - 16d COMMON 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and STUD O.C. NAIL Sym.: p g FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. HEADER QQ 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER R 16" O.C. ACE 16d COMMON . SMOKE & CO2 DETECTORS ® CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION 0 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD .3 - 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: FOUNDATION NOTES: Typeq appropriate BOTTOM PLATE TO: Q ll exterior factors shall meet the requirements of table 3.15a-b times the a ro riate FLOOR JOIST, BAND JOIST, 2 - 16d COMMONPER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. FOOT SEE NOTE: 1,2 1). The General Contractor and Mason to review plans, elevations, details and notes to END JOIST OR BLOCKING ) P GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor FLOOD above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS Q Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. 17 NONE - 0 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE concrete or masonrywalls occurin in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: 4 - 8d COMMON g SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 0 Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE a be installed with #5 re-bar, 18" long at 72" o.c.. Use approved epoxy for installation. SHEATHING LOCATION NOTES 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5). Unless otherwise noted, all slabs on grade to be 3000 p.s.i.. Concrete to be TO JOIST 2 - 8d COMMON END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.C. SEE NOTES: 1,3 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9)• CATHEDRAL CEILING ASSEMBLY: to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: 3 - 16d COMMON EACH TOE INTERIOR ZONE 8d COMMON @ 6" O. . 8d COMMON @ 12" O.C. SEE NOTES: 1 ( BOTH FIELDS) 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE: 2 FOR PANEL FIELD U along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAIL 8x16 cast iron foundation vent for every 150 sq. ft. of area. NOTES 'd JOIST ON LEDGER PER TOE DECK AND COVERED PORCH NOTES: 3 - 8d COMMON 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL rA N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - 16d COMMONJOIST NAIL � r-1 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, rJf U 8). Drainage as required b current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. g q y p SILL OR TOP PLATE 2 - 16d COMMONFOOT SEE NOTE: 1 c3 p ^ Girders on concrete piers shall be anchored with proper steel connectors anchored FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. ROOF SH EATHIN • 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. U For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques and methods as prescriptive design of current SBC High Wind NAIL NAIL 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION Edition Wood Framing Construction Manual. QTY. SPACING Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blockingat 8'0 o.c.. U ) ) CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE '-" 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted SHEATHING LOCATION NOTES g p 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts JOINT DESCRIPTION Q-I-y SPACING SEE NOTES: 1 3 ( BOTH FIELDS) where needed. 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. NOTE: 2 FOR PANEL FIELDct 4). Unless otherwise noted all bearingwall headers to be 2 2x10 #2 + BTR. Doug. Fir. GYPSUM 7" O.C. EDGE ' ( ) WALLBOARD 5d COOLERS 10" O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6" O. . 8d COMMON Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all @ 12 O.C. SEE NOTE: 3 openings. LVL headers to have (3) jack studs and (2) full length studs on each side of 6). Concrete piers shall be a minimum 6 above grade. WALL SHEATHING: NOTES openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7)• All joists to be supported with hangers and anchors. Each Joist shall also be anchored openings between 4'1 and 6'0 and 2x6 wall openings between 5'll and 8'9. Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL N ;~ and blocking where a licabne. THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. m ° g pp QTY. SPACING .G 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 0 Yp 5). All flush beams/headers to be installed with heavy duty galvinized hangers and 8d COMMON1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall v PLUMB 1NG NOTES PANELS WFCM - SBC 0 anchors where applicable to all connecting joists. be used. � X o � 7/16" OSB 6d COMMON 3" O.C. EDGE U. .� 6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with � 5n 0 Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. 04 � -T U �. 5d COOLERS FRO 4 � on plans. WALLBOARD 10" O.0 . FIELD `� �' 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/ r 2)• Verify septic system with the Engineer for Suffolk County Health Department approval. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. � 3, m other access openings unless otherwise noted (typical). FLOOR SHEATHING: cc 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL N o w provide adequate bracing and plates to protect and secure the structure. Verify JOINT DESCRIPTION P-4 8). Dormers running up roof rafters are to be supported by double rafters on either side p q g P P y with the QTY. SPACING 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. � where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. STRUCTURAL PANELS 6" O.C. EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. HVAC SYSTEM NOTES V OR LESS 8d COMMO 12" O.C. FIELD (5.7 SQ. FT.2ND. FLOOR) 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists MIN.44"SILL-AFF Emm� NYS Residential Code R302.11-FIREBLOCKING REQUIRED under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO B''E REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. U U needed. 2 HVAC subcontractor is to full coordinate system data requirements the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. O )' Y coor e a Yem a an re CIrements w 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor U �� equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2 thick, 4-ply Fir 1). Nailing requirements are based on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6" on-center at the panel edge. If wall sheathing SOIL COMPACTION: using parallel rows of studs or staggered studs. N Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, `� F. 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL NOTES' shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spacesi over subfloor as per manufacture's instructions. such as shear plates, shall be used to maintain load path. 2)•COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. U 1). All electrical to be installed as per N.Y.S. Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE U, SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4 At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and )• P p g p gU �4 ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. 2). When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. 1:4 to have regular 1/2" sheetrock. All walls to be taped and finished. members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5). For the Fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. 3). All electrical work to comply with 2014 NEC. to be reduced tol - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or „3 approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 torch down type material over. and R315 of IRC. 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G }✓ .,,,'; *' " ,n .`,.�¢' be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WITH CAP .'` � ..- AND BASES.USE WITH FLASHING CAPS TO COVER TOP is DRAWN:JM/MS SCALE:AS NOTED DATE:7/12/2022 SHEET NUMBER: A- 14 REVISIONS: 3/2/22 Misc Rev ELECTRICAL LEGEND ELECTRICAL LEGEND SINGLE POLE CEILING MOUNT ° DECORA SWITCH CHANDELIER ° 3-WAY CEILING MOUNT DECORA SWITCH �3 � PENDANT 4-WAY UNDER CABINET DECORA SWITCH �4 � LIGHTING SINGLE POLE CEILING MOUNT DIMMER SWITCH �DM FLOURESCENT LIGHT 3-WAY DIMMER SWITCH LD CEILING MOUNT EXHAUST FAN HINGE SWITCH HS GARAGE OPENER CEILING FAN SWITCH 120v OUTLET GARAGE DOOR DECORAOPENER r — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — , 120v FLOOR SMOKE DETECTOR O OUTLET 120v GFCI CARBON MONIXIDE �GF1 � I I DECORA OUTLET DETECTOR r F71 COMBINATION 120v GFCI EXT. SMOKE/CO DETECTOR RD O OUTLET w/WP BOX &P �•I WALL MOUNT DOORRED BELL I I I I I LIGHT FIXTURE w LIGHT FIXTURE THERMOSTAT I I D Ft CEILING MOUNT WIRESS TO I I I F--I 3"q RECESSED CEILING WIRED CABLE TVCONNECTION Tv - - — — — — — — — — — J L — — — — — — — — — — , LIGHT FIXTURE �f Z CEILING MOUNT WIRED TELEPHONE � I (� (� CONNECTION TRACK LIGHTING 4 EXTERIOR MOUNT WIRED LAN ETHERNET 7 O • -• I SECURITY LIGHTING 9 V CONNECTION F--� � I PULL CHAIN CEILING CEILING MOUNT I i SPEAKER H PORCELAIN LIGHT I I - - - I w I LIGHT � 21/2" FIXTURE O • - I MIN. MIRROR\ p"I O Id o. a . pat- O . • a p, a ' o - a p• a ' o - o SWITCH GFCI P4^ p T GFCI RECEPTACLE RECEPTACLE \ v I I I GFCI it II o c I I I I MAX.4'-0";3'-8" RECEPTACLE IF COUNTER IS i t I W O LESS THAN 20" I I I DEEP;3'-6"FOR 0 b. o x L — _ ACCESSIBLE �' / 4 r — — / Iu o ¢ LAVATORY o Z Q Q� 0 `0 U - \ p 18"ACCESSIBLE BATHROOM BASEMENT, '� v / \ RECEPTACLE LAUNDRY, \ / ' •• UTILITY ROOM L II I •--------- �../ / NOTE I1 '----------------I--------------- L _ _ _ _ I , / El / ° **ELECTRICAL PLANS ARE BIDDING ONLY. U L — — — — — '— � GENERAL CONTRACTOR AND ELECTRICIAN TO REVIEW PLANS AND ----------------------- D N 1 I O o �--1, , p PROVIDE WALK THRU WITH OWNER PRIOR TO INSTALLING ELECTRICAL. REVIEW ALL ROOMS,BASEMENT,GARAGE,AND OUTSIDE WITH OWNER --------- I F-1.1 C� PRIOR TO BIDDING AND INSTALLATION, INCLUDING EXISTING AREAS. I ------------------ ------- ------------ -------------__ _- -- ______=== _=x=_ ELECTRICIAN AND GENERAL CONTRACTOR TO SCHEDULE WITH OWNER �- ---- - -------------- ---------- ----------- ------ -_-- ----------- '_ -------1---==___-- =-------------------- ---------_---_ --- - 0--- _� OUG FOP,FIXTU' LOCATIONS,etc. ALKTHR H RE TYPES,STYLES,OUTLET AND SWITCH I • / ELECTRICIAN TO EVALUATE ELECTRICAL BOX FOR EXISTING CONDITION OF CONNECTIONS AND CIRCUIT BREAKERS. PROVIDE OPTION FOR WHOLE HOUSE / SURGE PROTECTION.ALL CIRCUIT BREAKERS,INCLUDING EXISTING,TO BE LABELED FOR LOCATION. PROVIDE OWNER OPTION FOR GENERATOR BACKUP AND TRANSFER SWITCH. PROVIDE OPTION SECURITY SYSTEM WITH SECURITY CAMERAS,INTRUSSION ct SENSORS,KEY PAD TO ARM AND DISARM,etc. C) L� G a.. ul 44 v ^� 4 G NEW ELEC.PANELS ' ' o 00 v •o v e v ,C v v e v TO BE UPGRADED TO 200amp al u m Ir> U v -. a v •C v - N v v I I � I I 1 I 1 I I I 1 - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ — — — — — _ — — — — _ — — — — — — — — _ — J O N PROPOSED FOUNDATION PLAN - ELECTRICAL SCALE: 1/4" = F-0" u u DRAWN:JM/MS SCALE:AS NOTED DATE:7/12/2022 SHEET NUMBER: E- 1 REVISIONS: 3/2/22 1 Misc Rev ELECTRICAL LEGEND ELECTRICAL LEGEND SINGLE POLE CEILING MOUNT DECORA SWITCH CHANDELIER O 3-WAY CEILING MOUNT DECORA SWITCH �3 0 PENDANT 4-WAY DECORA SWITCH UNDER CABINET�4 LIGHTING UC SINGLE POLE DIMMER SWITCH IDM CEILING MOUNT FLOURESCENT LIGHT 3-WAY-------------------------------------------- DIMMER SWITCH LD CEILING MOUNT EXHAUST FAN ------------------------------------------- HINGE SWITCH HS GARAGE OPENER CEILING FAN SWITCH 120v OUTLET u GARAGE DOOR DECORA OPENER 120v FLOOR SMOKE DETECTOR OS •------------------------------------------ OUTLET 120v GFCI CARBON MONIXIDE DECORA OUTLET �� DETECTOR r 7 120v GFCI EXT. COMBINATION OUTLET w/WP BOX SMOKE/CO DETECTORD WALL MOUNT WIRED _J LIGHT FIXTURE DOOR BELL w CEILING MOUNT WIRED TO LIGHT FIXTURE THERMOSTAT J 3"o RECESSED CEILING WIRED CABLE TV LIGHT FIXTURE CONNECTION CEILING MOUNT WIRED TELEPHONE 4 TRACK LIGHTING CONNECTION WIRED LAN ETHERNET EXTERIOR MOUNT CONNECTION 1 SECURITY LIGHTING g� PULL CHAIN CEILING CEILING MOUNT PORCELAIN LIGHT SPEAKER ^� F� ------------------- �H LIGHT FIXTURE MIN. MIRROR\O 4-4 O GFCI SWITCH GFCI ` ' RECEPTACLE a RECEPTACLE I> GFCI RECEPTACLE -o ate-s IFCOUNTER IS _ O O o O LESS DEEP;3Afi FOR o o , v x ACCESSIBLE w Q N Q LAVATORY o z N Q C� 41 NEW LIGHTS TO BE CONNECTED \ 18"ACCESSIBLE BATHROOM BASEMENT, \ \ I WITH EXISTING(VERIFY w/OWNER) RECEPTACLE 1 ' LAUNDRY, •r"'� UTILITY ROOM cn / - - - - , NOTE ELECTRICAL PLANS ARE BIDDING ONLY. U GENERAL CONTRACTOR AND ELECTRICIAN TO REVIEW PLANS AND N PROVIDE WALK THRU WITH OWNER PRIOR TO INSTALLING ELECTRICAL. REVIEW ALL ROOMS,BASEMENT,GARAGE,AND OUTSIDE WITH OWNER •� a a PRIOR TO BIDDING AND INSTALLATION, INCLUDING EXISTING AREAS. I / LWAL SCHEDULEECTRICIAN AND GENERAL CONTRACTOR TO I ER KTH OUGH FOR FIXTURE TYPES,STYLES,OUTLET AND SWITCH A vr I � � LOCATIONS,etc. CA� ELECTRICIAN TO EVALUATE ELECTRICAL BOX FOR EXISTING CONDITION OF / I CONNECTIONS AND CIRCUIT BREAKERS.PROVIDE OPTION FOR WHOLE HOUSE \ \ a I I O SURGE PROTECTION.ALL CIRCUIT BREAKERS,INCLUDING EXISTING, TO BE r' LABELED FOR LOCATION. PROVIDE OWNER OPTION FOR GENERATOR BACKUP AND TRANSFER SWITCH. PROVIDE OPTION SECURITY SYSTEM WITH SECURITY CAMERAS,INTRUSSION SENSORS,KEY PAD TO ARM AND DISARM,etc. fill •------------------------- ------------_------------ fill o i I i I 11 fill Zu M o y � a; 4 " Li u m in Ln Ur� � I � ON .v•d� in i N O G v Xi o W \ / u � U - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -8- - - - - - - - - - - U) N H ------------------------------ ------------------------------ u PROPOSED 1ST. FLOOR PLAN - ELECTRICAL SCALE: 1/4" = 1'-0" G� DRAWN:JM/MS + SCALE:AS NOTED 4} "� DATE:7/12/2022 SHEET NUMBER: �� E-2 REVISIONS: 3/2/22 Misc Rev ELECTRICAL LEGEND ELECTRICAL LEGEND SINGLE POLE CEILING MOUNT ° DECORA SWITCH CHANDELIER ° 3-WAY DECORA SWITCH $3 CEILING MOUNT a PENDANT 4-WAY DECORA SWITCH 4 UNDER CABINET LIGHTING Uc SINGLE POLE CEILING MOUNT DIMMER SWITCHM FLOURESCENT LIGHT 3-WAY DIMMER SWITCH 3D CEILING MOUNT EXHAUST FAN HINGE SWITCH HS GARAGE OPENER CEILING FAN SWITCH 120v OUTLET GARAGE DOOR DECORA OPENER 120v FLOOR SMOKE DETECTOR O$ OUTLET 120v GFCI CARBON MONMIDE DECORA OUTLET 0131 DETECTOR z 120v GFCI EXT. COMBINATION O OUTLET w/WP BOX SMOKE/CO DETECTOR A WALL MOUNT WIRED 1 LIGHT FIXTURE DOOR BELL w CEILING MOUNT WIRED TO LIGHT FIXTURE THERMOSTAT 3"o RECESSED CEILING WIRED CABLE TV Tv Q LIGHT FIXTURE �J CONNECTION CEILING MOUNT WIRED TELEPHONE TRACK LIGHTING n n CONNECTION WIRED LAN ETHERNET z EXTERIOR MOUNT CONNECTION 1 SECURITY LIGHTING PULL CHAIN CEILING CEILING MOUNT SP M-I PORCELAIN LIGHT SPEAKER w LIGHT FIXTURE \ ** **OUTLETS&USB PORTS TO 2 1/2 O OUTLETS TO BE INSTALLED MIN. O UNDER DESK BE INSTALLED ABOVE DESK � MIRROR\O r - - - - - - - - - - - - - - - - - - - � GFCI C �l I I usa SWITCH \ GFCI RECEPTACLE a •---------------- ----------------, I I R 1 RECEPTACLE R R I I _ � " � � � " GFCI MAX.4'-0';3'-8" RECEPTACLE I I IF COUNTER IS / I O LESS THAN 20" q 1 LL R " DEEP;3'-6"FOR 0 ° X ^ -( {T�}�= Lu ----------------- --------- v ACCESSIBLE " 1 Q N f ` I -------- ----------------- ------- ' X / ZlD ---------------- --------- 1 \ ' , Q LAVATORY o ' -v �oI <IE] U - - - _ - _ _ _ - - f\ Co/5D CRD 18"ACCESSIBLE BATHROOM R BASEMENT, l i _ RECEPTACLE LAUNDRY, UTILITY ROOM � R 9En s-o NOTE � � �- - ctTT .. � / � o **ELECTRICAL PLANS ARE BIDDING ONLY. I GENERAL CONTRACTOR AND ELECTRICIAN TO REVIEW PLANS AND N V f TV CABLE ON PROVIDE WALK THRU WITH OWNER PRIOR TO INSTALLING ELECTRICAL. Oas /" � , � / Y' \ / o' e \ I z / SOUTH WALL REVIEW ALL ROOMS,BASEMENT,GARAGE,AND OUTSIDE WITH OWNER •� AS SHOWN PRIOR TO BIDDING AND INSTALLATION,INCLUDING EXISTING AREAS. ct ELECTRICIAN AND GENERAL CONTRACTOR TO SCHEDULE WITH OWNER \ I I I /' 1Y A WALKTHROUGH FOR FIXTURE TYPES,STYLES,OUTLET AND SWITCH -> , e I ' LOCATIONS,etc. ' I ELECTRICIAN TO EVALUATE ELECTRICAL BOX FOR EXISTING CONDITION OF � CONNECTIONS AND CIRCUIT BREAKERS.PROVIDE OPTION FOR WHALE HOUSE ^� f SURGE PROTECTION.ALL CIRCUIT BREAKERS,INCLUDING EXISTING,TO BE - - ' I LABELED FOR LOCATION. PROVIDE OWNER OPTION FOR GENERATOR BACKUP AND TRANSFER SWITCH. PROVIDE OPTION SECURITY SYSTEM WITH SECURITY CAMERAS,INTRUSSION I I / SENSORS,KEY PAD TO ARM AND DISARM,etc. f R L — — — J L — — — J O ON m ai v u cn° "' m o O � oU 010 0 u \ „� -t a ft5mLn x .[ Lnu v N v v 0w � w uu PROPOSED 2ND. FLOOR PLAN - ELECTRICAL o SCALE: 1/4" = V-0" l � H U � /' t �• navt,n.�j f ' •s• b�Z DRAWN:JM/MS SCALE:AS NOTED DATE:7/12/2022 SHEET NUMBER: E-3 REVISIONS: SCTM # 1000-107-2-3.9 DESCRIPTION: AREA LOT COV. PROPERTY: 40001.0 SF 0.918 ac ESTIMATED DISTURBANCE: 10000 SF ._.��.�� •w..� a. �s..v 6�J iota.,.,�. EXISTING HOUSE: 1644.9 SF 4.1 EXISTING WEST PORCH: 228.0 SF 0.6% EXISTING SOUTH DECK: 769.6 SF 1.9% EXISTING SHED: 82.4 SF 0.2% PROPOSED ADDITIONS 973.0 SF 2.4 O F--1 TOTAL: 3697.9 SF 9.2% METES&BOUNDS BY: YOUNG&YOUNG SURVEYORS W i 011 E 19 5.04' SURVEY DATE: 3/16/1989 S14O 2 w O �^ O �1 °o z o t� O z co Q NEW ROOF AREA:1835.1 SO.FT. AT m%WATER RUNOFF;323.2 CU.YD. _ _ _ _ _ SILT FE_NCE_ _ _ _ _ _ _ _ _ _ _ _ _ _ _PROPANE_ _GAS FIRE PIT-TO BE_ _INSTALLED.GC_SILT FENCE PROVIDE(2)V DIA.X4'DEEP DRYWELLS r DRYWELLS CAPACITY:338 CU.FT. I TO INSTALL SUPPLY LINE AND SHUT OFF CONNECTION I LOCATION TO BE VERIFIED IN FIELD WITH OWNERS I � QQEF ,ITf R-STANDARD 5" I I NOTES: i).).EXECUTION A),DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. _w I).PREPARATION: ' B).PREPAREWN SURFACES ACE THOROUGHLY NG SURFACES USING INSTALLATION. METHODS RECOMMENDED D BY THE MANUFACTURE FOR ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITTIONS. C),PAINT CONCEALED METAL 5URFACES AND SURFACES IN CONTACT WITH DISSP41LAR O METALS WITH PROTECTIVE BACKING PAINT. u 3.INSTALLATI OOK ON: O T 7 O b 1 A).PERFORM WORK IN ACCORDANCE WITH CDA HANDS"AND THE DRAWINGS. FW-1 I O I 1).GUTTER TO BE PITCHED TOWARDS LEADER 1'TO I'FOR EVERY MY OF RUN. 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. 1 .0 EX.DECK 7.0 q. PER LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND PATIO ON GRADE I ' p 1 DWI ' ACCESSORIES. I r..u;: C - B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOTNT EX.SHED ' b STOOP o / I 3).CNE� DW%1 103'X8.0' DOWNSPOUTS STORM SEWER SYSTEM AS INDICATED.SEAL ^_7 ON WATERTIGHT. .0' t4.0' DRY WELLS TO BE 10'MIN. 4).PROTECTION: 0 17.3 , 1 A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. `,J - ` / - ` AWAY FROM HOUSE B),TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL I , j LLJ I COMPLETION. Q I /W / 'r U ` y I TOP SOIL 1 I TOP SOIL I 1 ram+ n LOCATION b � � LOCATION z e ^ Q I .~-1 M "EX:'Z'STY."HOUSE „,„..�;;`� a LL I M u I STAIR I 1 N tn 1 17.T; 38.0. 140'/ 53. 3 3' o EX.PORCH b 54.5' ICONCRETE 1� `1 I� �I CONCRETE 1 I WASHOUT - WASHOUT I 1 r I I I ASHPHALT DRIVEWAY I W I - O I SILT FENCE O ^ 1 `° - - - - - - -J lV e- (� cn m0 o xLo m � 0 � U1 a' o c Z o - NSTRUCTI N C NSTRUCTI N Z V a[ ENTRANCE NTRANCE Q 0 N 130 19' 00" W 195.0' � o GRETON COURT C4 a U N N SITE PLAN SCALE. 1 20-0 d i DRAWN: MH/MS SCALE: JOB#: 1/3/2024 SHEET NUMBER: s.I REVISIONS: NEW ol EXISTING NEW AlBI C I I y, _ _ _ _ _ _ - — - — - — - — - — - E _ .. ,, , _ . „: ." _ �.:,..s ;_ .,,.. __ k __, .. _ .-�ay._ _ �__ , m _ „ 1,' Tf A. q., t ti r� :' x', ,S ' . - ,- a r:..,a. ...~~,, .. ..; ..... C ry r' ;r T' _ • - A_ `r .. .. „.. .r., 4'. -r^v- Z.,e:'- a. r p 4j!( S r- 4. q Y. uu 'T - r. p %% _,.t...,-..Y.G. ., �u {/^� l i } � `3 " n �u , . l l :�. "; ..�;�,_a., ,ram-::Y- ,wit r.; „ e i !A , ,e:i�t. 1. 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'••,Baas..'•e::.e�.:�!!"sCr's��S.H.�t...rirrat:^cJ�..c..':•(v,e+.k''...::.sia.:Ewi:...L:,G�,.:.m.,:.st.�,..:,`z.a,;w.A.,,wi. Cwi.;i�s..2ss...e,..tre,eaan':� 5 0 0 P4 �. � - -!�PROPOSED EAST ELEVATION U W SCALE: 1/4" = 1'-0" Q o z 4 �h x U ZC7 0 H W = . 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N, ��i- ' a' e--f, i ,x„ w W>'� A x , «a • • , �••. -.+x^ +',stt-u.:..�..mE " -,,..-.•••m �sk..r.:s..4�aa.wi.._:,'•u4i.nu.riin,.-...�a`",a,.....es'K":%rww.,...u:.a 1nr�..•[�,r�'a,.� W+w.+n„ar_..^s-,-� .m�s..A-.. __-..Frti.cYr.ut.tQ..:Eo�9.a'.ie%w._"v�w'"y o.ac`5:, :'a:i,<.e" _ _r t.., .".t *. -'!'. NORTH ELEVATION �.r 1 PROPOSEDO VA tON :°\` 4 n 4.` .,. SCALE: 1 4" = 1'-0" _ �"<� . ;� �i� .� p s, a 1 DRAWN: MH/MS I � �" .'.:r> �� � -S'i SCALE: -Aza, ;;^., p JOB#: ', f t`. -' a+, !t ,�., , " 12/11/2023 '.. �, I /, �`" SHEET NUMBER: . , A. - 5 �, , ', ,, ,�..� , f',.,..,xr'�T.� �.. P;-, - 4 A-2 La C►��[�D C�N�I v REVISIONS: I Z I I 0 I 1 F—i I I I 35'-4" 38'-0" 14'-0t1 W EX STING. PROPOSED ADDITION [--1 171-4" (NEW WALL) 0 EXISTING FOUNDATIONlo i I ' 4'-21/2" 3'-0" 10'-91/2" I I i T , J ' a T-p11 7ol 1-011 %-0 A )R _ .� • S 6WER 2"Jia.PIER 2X8 ACQ s 3'BELOW 16"0C ' -------------------3523------------------- ------------------------------ ( J _ RADE(TYP) • ..o.'- G.•.: .D G ✓< ._.•,..n+, L d G ...�. y >+r .�♦... G .D..Q a: - - s,_ _ .. , ..,. . �.,. s, n w" - _ e ,. -. .,„.. .. z., -. ., .� I a �. ...<. _ .,..» ,..,.,. ...v J . ,... ,»- ,. .,G G. V O. , �• p a -------------------------------TIEINTCT- --,-------- , -------------------------------------, FOUNDATION 1 ' I (2)#5 REBAR I 1#5 REBAR v ' ' K W ° #5 REBAR @12"OC LOCATION OF MECHANICALS @12"OC I ,"y I K I (TYP) i i I AND AC UNITS TO BE VERIFIED W (TYP) In FRAME WALL OVER , , D- I FORMER GARAGE WITH OWNER IN FIELD PRIOR n O ® ; , ' TO INSTALLATION. ,c I SLAB EXCEPT I I U CLOSE OFF 16"X12"FOOTING I�Q I i I men, , EXISTING o EXISTING 2X12 FJ (a)16"OC UNDER BEARING I I .. - R" ° WHERE NOTED -A I I O WALL(2)#5 REBAR) 1 I u I , D " { ' ' �O D OPENING _ I I t Iv i I m 1 u. REMOVE EXISTING OIL FURNACE F N REPLACE WITH NEW PROPANE DIRECT VENT TO BE INSTALLED TO EXTERIOR ' - -� ' I X FURNACE,SIZED PER INSTALLER LOCATION WITH NECESSARY CLEARANCES TO BE E $ � — — „ a --- .." ' I / N VERIFIED PER MANUFACTURE AND CODE ; U W ° I — _ _ - — _ — — _o I REQUIREMENTS(VIF) HSS 4X3X1/4 TUBE STE�L _ _ 9— X COLUMN OVER I I r = m Lu — j 16"X12"FOOTING , ' v .---- - - - - - - 00 A� I o z sa 3'-6"X 3'-6"X 1'-0"FTG1 _ _ : ' F-1 REINFORCED w/ UNDER BEARING ,__ __, r , " u (3)#5 REBAR EACH WAY O ) '; 1 ' __ -<tl..l m= HI��F AY 4® 1.11 _(3)f 11-1/4 MLw/(2)3/4 STEEL FLUSH BEAM .6 (� U 1 WALL 2 #5 REBAR 1 (POST ABOVE) m-y- - "" """"" """ """ s � Z 1 -- - a s t - u y Z r-r f 1 I 1 g l y t k Y O I � I � P 1 LALLY COLUMN O (POST ABOVE) (POST ABOVE ,' i O I � E-I 0 c I 3 O n - — — w/2'X2'Xl'FTG (POST ABOVE) Q_ Q ._EI5530"X30-1/2 COLUMN V — — LB-W ABOVE LALLYZIILON(jd i --i ( CIVEj--- , -------------z 6 : 0"X30"Xi2"FTG POST AB 0 p Q s `(3)#SREBARew �^ ' _ --__-`----1--_-- _- -_ _-"-_ __- __.-.____'-- '-' L_ =c' c=�nt(2�C2' L'FCG_ = -- '---------------- i e Q 4 I� --------------- ----- - - EX. 3 2X12 GIRDER EX. 3)2,12 GIRDER , , EX.(3)2X12 GIRDER OM L M W I I ' t LL ' � � ., ,i p �--- O (2YII-1/4ML •_____, � - °' , , H C. I Q I , A x ¢ O m ' FLUSH BE M , (POST ABOVE) , , ' �' O 4"CONC.SLAB,REINFORCED `" I o 0 a w/6X6 10/10 WMM,PITCH TO a ' ,° ' O OVERHEAD DOORS MIN.1/8:12 , . + F, "-- - - r •, ----_ w/2 X2'X01'FTG • ; o c + FORMER GARAGE R e E *: -r_. ;1 R 2X12 fJ <a116"OC a l e t SLAB )(POST ABO l� u O Z ° io Z N ' d � I i ti. ,W (POST ABOVE) a O �O } _ REMOVE EXISTING OPENING a w D O ENLARGE FOR MIN.Y WIDE p o ' Fn • ' I CLEARANCE t`1 LL F W I , CJC 3µO N REMOVE r ' 4'-0" I m m X EXISTING 0 I o Ql r lI a N s OIL oC X i 0, X -� C V TANK M ¢ X --, ;, , M ..,, X 0 m 'I M ^ O REMOVE EX.PC 3 _ t< " Ll.l o `^ IN TALL FLOOR DRAIN, X fl V WALL AS REQ. x I o O ,0 0 UJIC a • V •Q D PICAL) . Z U E C NNECT TO DRYWELL >- Lt_ p F #5 REBAR #5 REBAR----,,,,, _ 0 s $e ® 12"PC WALL:W24"X12"FTG.,13)#5 REBAR- @12"OC @12'OCD° Qr I r •o 'er _. .. _ . . ,. .. 7A v� wp ; �, P ------ ------------------`------------ - C � S --------- ------------------------------------------------------------------------------- '- ---- - -� -------------------3523---- --------------- U �a E ---- , -- -- , / ;- -- -- ;- ---; 04 I I I I I I 1 I 1 I 1 1 I 1 Ew 2'-71/2'" 91-411 1-2" 91-4" 8'-51/211 3'-4" '-1" 7'-0" 7'-0" Q U 35'-4" 38'-0,1 14'-0t1 41-8" PROPOSED ADDITION EXISTING PROPOSED ADDITION '10 d4 N f� U E PROPOSED FOUNDATION PLAN N S PROJECT NORTH SCALE: 1/4" = V-0" W DRAWN: MH/MS 1 a { SCALE: JOB#: ,k �r�3 � -1,�f• 12/11/2023 SHEET NUMBER: A- 3 REVISIONS: STEEL FLITCH(S) 0 0 4 4" 16" 16" � PLATE PER P 1: 0 0 0 -"" " "" STEEL PLATE "- '---------'- '-------'--'---- 5"wX 5"wX 3/8"tSTEELANGLECLIP (EACH SIDE OF BEAM) © ® 0 21/2 O 0 ----------------------------------------- © O 0 0 5/8"CARRIAGE BOLTS EXISTING STAIRS @16"OC(TYP.) -------------------------------- MICROLAM 0 PER PLA ------------------------------------------- 0 ® 5/8"dia.CONNECTION BOLTS ASTM A307 GRADE A(60,0000) WITH WASHERS AND NUTS 0 @ 16"OC(STAGGERED) (TYP.) Lij 0 H STRUCTURAL BEAM CONNECTION DETAIL w NTS A � B Q 10 PROPOSED PATIO EXISTING DECK & RAILINGS C) AS PER OWNER ---------- ---------- 14'-0" 17'-4" ol T-8'/2" 6-10" 7'-2" PROPOSED ADDITION '\o c 3'-10' WINDOW TO BE m E CENTERED ON _ 2323 RAILING (REUSE EXIST.) 2)2X10 HDR (2)2XIOHDR x10 HD - rono (2)9- 2 ML HDR -� (2)it-1/4 ML HDR B : d 6'-T 8'-0" I 7� N .:.': . :. DORM L. B E -- - . .O (: d :w .. - - .._ . -, . , _. .-.. . . . . — ,. , _ -_-.. . . DORMER WALL ABOVE DORMER WALL ABOVE.. _ . , : -:. . : - - — -'- - - - - - - — ---_" ! O ,d q " r M�1 H a HALF , 5-4 `^ �..I..{ ao 2'-9 2" di , —3'-9'/2" bo U. " BATH ly o ;; o co u- HA L 2'-4" 'I p ° z ' _ = W ' ° (M ' deN E S OP e EX.-KITCHEN -.�», _..�N.. ry_ 0,. ,,rya,.. .R n o...�,.-..'.:..�. ,.. .. ...., .. .._"-',_°,.-�.,' m .n...•N, .`_ ^ .X ........... _ .. ..._. ,. ;� — w LL -.a --- READING� OK ,� X DBL 11-1 4 ML 16"OC TAPER TO 7 4" 1 4"PI CH a e I M r w 0 FO SAF _ , ; +' EX. N FLAT CEILING -' N u, TM _ "/ 6 1 W to UP �O v o I ^ ® , h d u- V; — e; N N: �� , t _ :' [� �4 00 (FLOOR ABOVE) N to` ° M & 4 2 M a I C id d, C \ 4 p p. O i } t _ �F�j w ! as .. Mr �.. , - o s .� ,, X CLw ... w �� ^ F� H w _0 T-0" - L, r.- 1 1. _ :, I--I X LBW B } a t a , a N O # O Lu N CN HSS 4X3X1/4 T BE STEEL '48min FIRE TED "' -' x ° ' Z - COLUMN OVER DOOR TO ODE 11'-3'/2" �3'-T' 2'-4" 3' 31/2" in �.. U 3'-6"X 3'-6"X 1'-0"FTG - M h+� D REINFOR D w/ „ " .. .. . ..._. ...._....._, HSS 4X3X1/4 1.Se PARALLAM I �n (3)#5 REBAR CH WAY r (2 9-1/4 ML w/3/4"STEEL PLAT $ .. .g a N-_' 1. ."_ ___ __ .._._. __ _. _ ._ _ TUBE STEEL (2)9-1/2 ML HDR E D Z 3)5-1/4 ML w/(2)1/2"STEEL PLATES [ALT.:W8X15_STEEL BEAM] O =[ALT.:W8X28 STEEL BEAM] 3-1/2X3-i/2 u _ COLUMN Q O w �, 1.Se PARALLAM HSS 4X3X1/4 2 WAY DIRECT VENT ' 6 , HSS 4X3X1/4 , f _ TUBE STEEL , , GAS FP(SIZE UP TO 72"w 0 F- cc TUBE STEEL _ - s = 5"w X 5"w X 3/8"t _ , „ COL MN - [w>s a i. -"d 3-1/2X -1/4 COLUMN i P VERIFY w/OWNER = N = Q O Q oo ;.� STEEL ANGLE CLIP 9-21/2 a].8e PAR LLAM _ _ _ _ _ _ . _ , o O Q Fyl o p iv (EACH SIDE OF BEAM) -� r� IM w en w UTILITY./ _ 3 9-1%4 ML_ (3)9-1/4 ML w/(2)1/2 STEEL PLATES .N k N m ;_, '� BUTLERS PANTRY = ° ;; a I z [ALT.:WSX STEEL BEAM] s ; z a �, O v V I 5"w X 5"w X 3/8"t t� O 1:4O [ f STEEL ANGLE CLIP °t`'w so- 0 0' „ HALL > .W Z a w , ,, A 6-2 3-0'/2 „ , (EACH SIDE OF BEAM) � E — uj o ,.. m., .x, w I (SEE DETAIL) x In rc \X F Y LL is a 3-1/2X3-1/2 `�� � r a PROPOSED GARAGE M N o 19I „ s o ; r 1.8e PARALLAM ' O V oc 5/8"TYPE-X GYPSUM s�' ' — ` N e a z --' =w N , a 3 ° k +I = ON WALLS AND CEILING „,, ,� Q : h N Q _ __ EX. BEDROOM EX. BATH — Z � W 17 ; ;Lu N ,• M � .� E _ N 9 I g r, m ------------------------- N �' ------`:-`.----- ------;---, N --------- X ; * NO. 1 No. 1 z °o a ` r DBL 11-1 4 ML 16"OC TAPER TO 7 1 4" 1 4"PI GH ,, = ' „� ; , O ( z N I X ^ U , ' S'0" m O / z ; o N o LIVING ROOM fQ m Q U V ]-. .. . w EX AND — 'sa 1. ;a `s 48min FIRE RATED _, „„.. _s n.-. .w,...„ _. ,... O _,,w „.. _ . Z Ce o? ; ° DOOf TO CODE MUDROOM r r ;I ° a 2 2XIO DORMER.WALL ABOVE _ =H _DORME(2 WALL ABOVE — " ' v' ' N ' DORMER ALL ABOVE — — — — — — _ a I I � DORMER WALL ABOVE- _o `° ENTRY o i 2'-611 ' i 21-61 1 1. Fy.,,. .. �... ,. ,-,1, ; 2, 1Y .. ,. _ _ .._ ; N £ � �(3)11-1/4 ML w/(2)3/8"STEEL HDR I I I HSS 4X3X1/4 � ^� gr ;� U t- a) (3)2X10 HDR i I.' (ALT.:W8X21) (2)9 1 2 ML HDR 2)2X10 H ' i/2 ML H R (2)11-1/4 ML HDR ",TUBE STEEL O v N U m m ( ti COLUMN (2)9-1/2 ML HDR _ — -HSS 4X4X1/4 - HSS 4X4X1/4=ry 3'0"--- _ 0� 9-0 2X6 WALL TUBE STEEL 9-0 TUBE STEEL � 2929 2 VERIFY EXISTING BEDROOM WINDOW (REUSE EXIST.) N m AT GARAGE TO MEET CURRENT CODE FOR EGRESS LLl COLUMN COLUMN (1_ 7'-3'/2" 11'-6" 9'-811/16" 4'-013/16" 2'-9" 6'-10" 7'-2" EXISTING PORCH E - - - - - - - - - - - - - - - - - - - - - - — - is w ------ --------- EXISTING STAIRS 1.GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD ------------------------------ OF EXISTING CONDITIONS WITH PROPOSED.CONTACT ARCHITECT __ C WITH ANY ONSITE EXISTING CONDIITONS CONCERNS. I ---------------- •v A 2.WALL HEIGHTS TO MATCH EXISTING. 3.ALL STEEL COLUMNS TO CONTINUE TO FOUNDATION,FLUSH BEAMS, 35'-4" 38'-0" 14'-0" OR SOLID BLOCKING OVER A BEARING WALL OR POST. PROPOSED ADDITION EXISTING PROPOSED ADDITION 4.VERIFY EXISTING NEW HEADERS,BEAMS,JOISTS,etc.AND REPLACE OR SISTER WHERE REQUIRED AS NOTED ON PLANS E 5.ALL BEDROOMS TO HAVE EGRESS OPENINGS TO CODE. 6.PROVIDE DEBRI-PROTECTION PANELS WITH HARDWARE FOR ALL PROPOSED 1ST. FLOOR PLAN N 5 PROJECT NORTH NEW OPENINGS. SCALE: 1/4" _ ��-0" W 6.ALL NEW OPENINGS AND EXISTING TO BE RELOCATED TO BE STRAPPED AS REQUIRED. - 7.INSTALL SMOKE AND CO DETECTORS TO CODE.ALL DETECTORS TO m ` BE CONNECTED(EXISTING AND PROPOSED). GARAGE STRUCTURE ALTERNATIVE a DRAWN: MH/MS pi yj /I SCALE: JOB#: 12/11/2023 �• ;= T,:.`.>:.- SHEET NUMBER: A-4 REVISIONS: STEEL FLITCH(S) ® ® ," 4"} 16" 16" PLATE PER P ... .. .I. 'I 2'/2 STEEL PLATE 5"w X 5"w X 3/8"t STEEL ANGLE CLIP O- (EACH SIDE OF BEAM) p ® ® O 2�/z ® 00 ® 5/8"CARRIAGE BOLTS O @16"OC(TYP.) MICROLAM p i PER PLA © 5/8"dia.CONNECTION BOLTS pi Fl ASTM A307 GRADE A 60,000ksi) X u o i WITH WASHERS AND NUTS I f ® @ 16"OC(STAGGERED) (TYP.) i I � 4 1 11 s STRUCTURAL BEAM CONNECTION DETAIL A B c NTS Q V e ' I O t f 1 � { 35'-4" 38'-0" I 14'-0" Q PROPOSED ADDITION ( EXISTING PROPOSED ADDITION 14'-6t' 72'-10" ol 12'-0'/2" 1 T-l0'/z" 17'-10'/2" 17'-103/4" 7'-13/4" ol W ------ --------------------------- -- ----------------------------------------- ------- ----------------------------------------------------- --- —---------------------------•---------------— ----------------------- a E t a z ea a 00 zN TOW:T-0" CA -3 , a TOW:T-0" C2947-3 TOW:7'-0" C2947-3 x TOW:T-0" C2947-3 N O _J cg (2)1-3/4X7-1/4 ML HDR M - ' ----------- - - `t ---, (2)1-3/4X7-1/4 ML HDR (2)1-3/4X7-1/4 ML HDR (2)1 3/4X7-1/4 ML HDR — -------= EQ. EQ. -- -- ATTIC t3'-8'/2" ol • I 'B • I — Mx•I 7'-3" 8' 5" 7'-3'a A w � v' ��, _' I ' ' ———————— —————————— ————————————————— ———————————————— tnI ------- ----------------- ---------------- `� PLUMB FOR F TURE ^^ W I LAUNDRY.BOX ,-0„; F--'I E00 I , � I ER a a I ID Lu z ►� ��•, e Zp _ Q , D I ___ - - - - - - - - - - - - - - - - - - - _ _ _ _ _= _m_ _ W N w[; EQ. I ACCESS 1 EQ N a x Lu D W `t 9'-8'/2" HATCH `" w 1 I I " W , L _ _ _ O N I 2'4" _ _ ,a \ M N O q Lu °° _ `r 3 z BEDROOM No. 3 ;;; 00 ^ o `�' o x I DECK N b Fn v I ir1 "X52„ o - :w 48 X40" N i 0 ' t SHOWER O o Oz GAS FP LOCA ION V d- OWER O Z VERIFY w/O NER j C? t n EXISTING ;:: INSTALL PER FGR j g I MASTER BEDROOM 4-g X " ^ O a `" INSTRUCTI NS V TRAY CEILING Y \ b� BATH c LLZ ' : 00 — — — oz N RE-FRAME a \ Q p I EXISTING I I I EXISTING a• +t I I SKYIGHT I I I ` 00 I m tt p AS NEEDED MASTER s b. I t- u L J BATH L _ J L _ J 2-5 11-7'/" 1 7'/4" U 23'-6" ° _ `^ 9'-5" RADIANT HEAT EQ. POST % ' EQ. EQ' .... POST , `t EQ._/ Q ^ O (TYP) ;; =N EXISTING 3'-10"PIT.HT. , „ rn (TYP) c• ! i Q z 2 2X8 HDR o\0 2"5 2 2X HDR O 07 tt S 4129 4129 4129 4129 4129 ' a 4129 4129 4129 4129 4129 i QC . - _ . a p• .......,...____..._._.._ _.__.._u_, _ C��l �0 S TOW:6'-4 3/8" TOW: '-4 3 8" : ., r m m :3O t i u M -apt m Th RAILING(TYP) - - ---- --------------------------- -------------------------- ----- ---------- --------------------------------------------------------------------------------------------x----- ------------------------------- I - -- - !!! ) a 12'-0'/2" 12'-0'/2" 4'-0" 8'-4" 81-4" Ile 41-0" le 12'-0'/2" 12'-Os/2" 1.GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD OF EXISTING CONDITONS WITH PROPOSED.CONTACT ARCHITECT I j WITH ANY ONSITE EXISTING CONDITTONS CONCERNS. 14'-6" 24'4" 24'-8"' 24'-1" 2. CONFIRM EXISTING CONDITIONS TO REMAIN PER OWNER. REPLACE EXISTING WALLS AND EXISTING MATERIALS AS REQUIRED AND MINIMUM HEIGHT CLEARANCES PER CODE. U i 3.GC TO VERIFY EGRESS WINDOWS AT BEDROOMS(EXISTING/NEW)AS REQUIRED PER NYS RES.R303.3;5.7 SF CLEAR OPENING,MIN.20"WIDE, j 24"HIGH CLEAR; (44"AFF TO BOT.OF SILL) r av 4.PROVIDE CONDUIT FROM ROOF TO BASEMENT FOR FUTURE SOLLAR N -.- - - - PANELS/HOOK UPS LOCATION TO BE VERIFIED IN FIELD WITH OWNERS B 5.WALL HEIGHTS TO MATCH EXISTING. A Ell 6.ALL STEEL COLUMNS TO CONTINUE TO FOUNDATION,FLUSH BEAMS, 3: OR SOLID BLOCKING OVER A BEARING WALL OR POST. V 7.VERIFY EXISTING NEW HEADERS,BEAMS,JOISTS,etc.AND REPLACE C OR SISTER WHERE REQUIRED AS NOTED ON PLANSle w- 8.ALL BEDROOMS TO HAVE EGRESS OPENINGS TO CODE. r A .4 351-4" 38'-0" 14'-0" V � 9.PROVIDE DEBRI-PROTECTION PANELS WITH HARDWARE FOR ALL PROPOSED ADDITION EXISTING PROPOSED ADDITION NEW OPENINGS. 10.ALL NEW OPENINGS AND EXISTING TO BE RELOCATED TO BE STRAPPED E AS REQUIRED. PROPOSED 2ND. FLOOR PLAN PROJECT NORTH �` ,lp N S 11.INSTALL SMOKE AND CO DETECTORS TO CODE.ALL DETECTORS TO t4 f F i' SCALE' ��4�� _ ��-O�� BE CONNECTED(EXISTING AND PROPOSED). �yy^" ;f;ta F DRAWN: MH/MS 1 SCALE: t q JOB#: 12/11/2023 SHEET NUMBER: d, A-5 REVISIONS: O M-1 W 35'-4" 38'-0" 14'-0" PROPOSED ADDITION EXISTING PROPOSED ADDITION ^ 14'-6" 20'-10" I,7-1 1ST. FLOOR DECK Z 0 B c Q - A � 12 _- r— — — — — — — -- — — — — — - — — — — — — — a _ Wo - .. . -1 _ - - - - - 12 N(a) ' 1 r. e r O - , . . ,. .. _ a �-w.>F.,m,. , e z b _ _ .. _ ... ->,,w,.. ..„ I e fl as ae k - - DORMER TO BE FRAMED OVER EXISTING RAFTERS 12 d << w (NOT FOR USE (FAKE DORMER) 12 ° ; U W a A -----« o0 g o- T « -- .. k k 00 `t � V t �n LL O 2X10 RIDGE ' �' ' ' 1 e - ' 2X10 RIDGE O ROOF DECK s2)2X8 a b e 0 0 b k A ZD z l k I k X 4 1 O it n s X. 100 RE-FRAME fl 12 N' EXISTING 'N r EXISTING ? ' RE-USE ' b ° m c' 12 SKYIGHT N SKYLIGHT EXISTING b-3/8 0D c�1 c V co Yl IY P +/- f AS N EEDED I-- k f 06, ) I X N N I I N '� U(2)2X8- § �(2)2xs `✓� _� /�� 0) xa I U Q Q.. )- l! y F EXISTING-ROOF TO REMAIN (, t._4. ..,r.rn w..i -. ....._.. .,_ ....,p...rzl-......_._ .F... - ... .. - m _._. _ .. ...... _ _ _ _ Y m. , ... > .� «u w.. ...« .. .. _ .. .. ..._ ,. .�.. ,......._, .. - _. .. .. .. -., ... .. ., _. �«..,•,w «o-d (GC TO REPLACE AS REQUIRED) (y � r u I / U 1= Q) 12 �00 d E, a '0 fl L i 12 _ - - - c4 — - - r ' co� _ . . - - - cl' UJQ 1 1 1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ N _ 0 a EXISTING ROOF / TO REMAIN A C u 0 d B 14'-6" 20'-10" U N 35'4" 38'-0" 14'-0" u E PROPOSED ROOF PLAN N 5 PROJECT NORTH ,_� � SCALE: 1/4" = 1'-0" W 5 f A le a e '� a• DRAWN: MH/MS 1[< . A t. �►r:'I SCALE, JOB#: 12/11/2023 W. 3 SHEET NUMBER: L� iIC�[ DC � I`� A-6 REVISIONS: _ 2X10 2X10 RIDGE RIDGE 12 12 EX.2X6 k8 6 3/8 ' 6 RR @1616"OC � RR @ 2X4 HANGER 2X4 HANGER (TYPICAL) (TYPICAL) 2X10 CJ @16"OC I I Z ONEW 2X10 CJ @16'OC 3'-0" W Lr; SOLID BLOCKING bo 0o O I BETWEEN RRs �orn ATTIC UNDER DORMER 12 /1 i -•I 12 I`•-•i�J ' BLKG. BLKG. +sp R(y Rn`ig, � �X6 �P) 3/4"SUBFLOOR RYP)EX.2X10 FJ @16"OC EX.2X10 FJ @16"OC - _ SAM 1 lO (EXISTING) 00 tl � C+� o� 3/4"SUBFLOOR (EXISTING) 2 1 (EXISTING) J 6 EXISTING W ' REPAIR/REPLACE EXISTING CONC.SLAB AS REQUIRED b� b1 WALL p• �•� EXISTING NEW 4"CONCRETE SLAB ON COMPACTED CLEAN FILL O ^n 4• REINFORCE w/6X6 10/10 WMM EXISTING EXISTING • o o (VERIFY w/OWNER TO EPDXY COAT EXIST/NEW SLAB) .: ►. .. �' (EXISTING) (EXISTING) ': 16 X8"FTG (2)#5 REBAR _ b• 6• � ray CROSS SECTION A .. 7,, O a:; •' SCALE: 1/4" = V-0" U Q o � U CROSS SECTION B 00 SCALE: 1/4" = V-0" W W 2X10 RIDGE 12 12 63/8� � �6 Generated by REScheck-Web Software HANGER HANGER Compliance Certificate - , I `TYP) 2x10CJ@16"OC `TYP) „ o m 4o Project Stambules / Hindmarsh Residence o 4) - - - - - �, r v, 0 J tYl m 0) 7E Energy Code: 2018 IECC X QU Location: Mattituck, New York }' E Construction Type: Single-family Z U aC Project Type: Addition C? a 0 �' U � Climate Zone: 4 (5331 HDD) 00 Permit Date: Permit Number: 12 Construction Site: Owner/Agent: Designer/Contractor: BLKG BLKG Co _ N 545 Greton Ct Mattituck,NY (CYP) " 2 -- --- - - @16"OC 9i/4ML@1 OC �' p Ul ) 3/4 SUB FLOOR — -—- — (2)9-1/4 ML Compliance: 1.0%Better Than Code Maximum UA: 299 Your UA: 296 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck.Each slab-on-grade assembly In the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. _ O Envelope Assemblies 00 CEILING:Flat Ceiling or Scissor Truss 1,589 30.0 0.0 0.035 0.026 56 41 ___ _ __ 3/4"SUBFLOOR 1ST.FLOOR:Wood Frame,16"o.c. 788 20.0 0.0 0.059 0.060 39 40 1N DOOR:Solid Door(under 50%glazing) 0 0.300 0.320 0 0 - - - - - (EXISTING) 2X10 FG @16"OC (3)11.1/4 ML A WINDOWS:Wood Frame SHGC:0.31 121 0.310 0.320 38 39 ; w/(2)3/4"STEEL 2ND.FLOOR:Wood Frame,16"o.c. 1,550 20.0 0.0 0.059 0.060 80 81 b• b• () DOOR:Glass Door(over 50%glazing) N SHGC:0.22 42 0.300 0.320 13 13 •. .• Q� WINDOWS:Wood Frame 160 0.290 0.320 46 51 SHGC:0.32 8"PC WALL •Q FLOOR:All-Wood joist/Truss 732 30.0 0.0 0.033 0.047 24 34 00 �� DAMPPROOF Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other d= D calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version:REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. •� .� .. ,, 4"CONC Name-Title Signature Date °:• °;• } .SLAB - - - - - - - - .. .. .. ; 16"X8"FTG P " -G•3 (2)#5 REBAR , Et, DRAWN: MH/MS V SCALE: Project Title:Stambules/Hindmarsh Residence Report date: 12/11/23 =y _-wa +; JOB#: 12/11/2023 /C W. ,� SHEET NUMBER: Data filename: Page 1 of 1 CROSS SECTION C@ 4 S SCALE: 1/4" = V-0" � �4� C`1fm"PS` •Y`� � � � A- 7 REVISIONS: 2X10 RIDGE 2X10 RIDGE 8 @1 C O 1--1 - - - n rT� 2X10 CJ @16"OC 2X10 CJ @16 2X10 CJ @16"OC 17, X w 4 Z Th RAILING PER OWNER 2X ACQ SLEEPERS(RIPPED)OVER EPDM,FLASHED 3/4"SUBFLOOR 3/4"SUBFLOOR 5/4 DECKING O 3/4"T&G EXTERIOR SHTG. - - - - 1 (2)1•3/4x20 ML @16^oc (2)2X10 @16"OC (2)2X10 @16"OC 2 INSTALL GUTTER TAPER 1/4:12 PITCH TO EXT.WALL (2)9-1/2 ML (3)9-1/2 ML ( )9-1/2 ML @16"OC CONNECT TO INSTALL 5/8"TYPE-X GYPSUM (4)1-3/4X20 ML - __ FLUSH BEAM w/(2)H B STEEL ^ M--1 DRYWELL(TYP) ON WALLS AND CEILING UPSET BEAM ._ FLUSH BEAM F•-•1 REPAIR/REPLACE EXISTING O +I in GAS FIREPLACE AS SELECTED BY OWNER WITH DIRECT HSS 5X5X1/4 VENT,INSTALL PER MFGR 00 STEEL COLUMN INSTRUCTIONS rl BOX IN COLUMN RAILING 4"CONC.SLAB OVER INSTALL(2)5/8" 3 4"SUBFL OR AW4? FOUNDATION TO COMPACTED CLEANFILL TYPE X GYPSUMlls ?IISSib31? sips91? J M TCH EXISTI IL.O. O REINFORCE w/6X6 10/10 WMM 2X12 F1 @16"OC °• EXISTING EXISTING ; • in k;, fop d� �i �i 2X6 ACQ SILL PLATE OVER �� ; b' 8"PC WALL b b SILL SEAL,TEMITE SHIELD8"PC WALL p 54"X54"X12"FTG. .� .� b, DAMPPROOF 4 rn (4)#5 REBAR ew •. 16"X8' FTG • . CONC.STAIR a; (2)#5 REBAR ••c NEW NEW ' O d• LALLY LALLY b E: ,' 8"PC WALL �� COLUMN COLUMN •� ;t O b• U W '• '• 4"CONC.SLAB Qoz •s"..d a,•♦.d a,•♦.= •'•.dp •••.dp• ♦••.dp ; • 4 1 •• • 16"X8"FTG •• --• �'w p'w i p'w i p'w• • p'w• • �'w ♦ -- • •4(CONNECT OIN • 2 #5 REBAR U 16"X8"FTG DRYWELL) 2'X2'Xl' 2'X2'X1' (2)#5 REBAR ^ (2) 1 -- CONC.FTG CONC.FTG kn V) tn � W CROSS SECTION D 9 SCALE: 1/4" = V-0" H I) 0 m o m m x 0 ►n mom m »� o _C w 0 u Q } u i).8"THICK POURED CONCRETE EXTERIOR OF FOUNDATION TO BE DAMPOPROO FOUNDATIN,3000 FED AS PER N Y S psi.HEIGHT AT 8 0 1) RING SHANK OR SCREW SHANKUSE 3/4'T&G ADVANTECH INAILSEADNDSUBF OOR ADHESIVE PE,INSTALLED 1.VERIFY 2ND FLOOR CEILING NEIGH IN FIELD WITH OWNER. (9'+/-) to RESIDENTIAL CODE WITH A BITUMINOUS COATING. MANUFACTURE'S INSTRUCTIONS. 2.ALL LAY OVER PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"DIA. o er x Q GALVINIZED LAG SCREWS WITH WASHERS AT EACH RAFTER. a 0 2 - 2). FOUNDATION TO HAVE 16"X8"CONCRETE(2X4)KEYWAY IN FOOTING. 2).PLATE HEIGHT AT 8'-0'UNLESS OTHERWISE NOTED(MATCH EXISTING). m o ro FOOTINGS TO HAVE 2-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON 3.INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS j UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). 3).EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16"O.C. (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, (j FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. - 3).VERIFY WITH OWNER IF BASEMENT SLAB IS TO HAVE RADIANT HEAT AND 4).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. PER CODE. V• £ CERAMIC PRIOR TO POURING SLAB. Co 0 5).EXTERIOR UNDERLAYMENT TO BE HENRY BLUESKIN VPI00 SELF-ADHEARED 4.APPLY 1/2"THICK FIR CDX SHEATHING OVER ROOF FRAME. 4).FOUNDATION SLAB TO BE 4"THICK,3000psi CONCRETE ON COMPACTED FILL. WATER RESISTIVE AIR BARRIER.OVERLAP 3"min.VERTICALLY; 2"min, Q INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING HORIZONTALLY(WITH TWF AIR BARRIER FLASHING).INSTALL PER 5.APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND WALLS.COLUMNS MUST ALSO BE BLOCKED OUT AND ISOLATED FROM THE INSTRUCTIONS AND SPECIFICATIONS PER MANUFACTURE.www.henry.com DIRECTLY TO THE DECK ALONG EAVES. REST OF THE SUB.THE BLOCK-OUTS AT COLUMN BASES SHOULD BE SQUARE AND POSITIONED SO THAT THE POINTS OF THE SQUARE MEET THE CONTROL 6).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE AND UNDER 6.USE 15#FELT UNDERLAYMENT WITH ASPHALT ROOFING.IN AREAS W/ JOINTS.CONTROL JOINTS SHOULD BE NO LESS THAN ONE-FOURTH THE ALL BATHS.PROVIDE BLOCKING AT 8'-0"O.C.AND MIDSPAN. 4:12 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT. d) THICKNESS OF THE SLAB IN DEPTH.MAXIMUM JOINT SPACING SHOULD EQUAL Lu -, SLAB WIDTH.MAXIMUM JOINT SPACING FOR 4-INCH THICK SLAB IS TO BE NO 7).PROVIDE 2-2X10 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS 7.ICE&WATER BARRIER TO BE USED IN ALL VALUES,RIDGES,INTERSECTIONS •Q 11 EMORE THAN 16 FEET. UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK WITH ROOF AND SIDE WALLS(TYPICAL)AND 4'PERMITER. V STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH O 5).PROVIDE 2X6 ACQ SILL PLATE UNLESS OTHERWISE NOTED.SILL PLATES SIDE FOR MICROLAM HEADERS.STEEL BEAMS TO BE SUPPORTED w/ 8.DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOODM SHEATHING TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR FIBERGLASS TUBE STEEL POST.POSTS TO BE SECURELY FASTENED IN PLACE WITH MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. SILL GASKET. PLATES AND BOLTS TO STEEL BEAMS UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE Q WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS UIL 1ju U 6).PROVIDE 5/8"DIA.ANCHOR BOLTS AT 3'-0'O.C.AND W/I 1'-0"OF CORNERS, 8).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS COMPLETE. N INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS TO HAVE A (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT TO FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. 9.INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. PER CODE. USE GALVANIZED(ZINC COATED)ROOFING NAILS,11-12 GAUGE WITH AT .Q O LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. in 7).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE 9).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE USE 6 NAILS PER SHINGLE.NAILS TO BE FLUSH WITH SHINGLES BUT NOT BLOCKING AT 8'-0"O.C.(MAX.)AND MIDSPAN. APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING CUTTING INTO SHINGLE SURFACE. V - _ E HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. N • 8).PER R302.13 CODE,NEW FLOOR JOISTS AT BASEMENTS ONLY(NOT CRAWL 10.FASCIA,RAKES,FREIZ BOARDS AND SOFFITS TO MATCH EXISTING. SPACES):UNLESS USING 2X DIMENSIONAL LUMBER OR MICROLAM JOISTS, 10).ALL SPACED MULLS,VERTICAL OR HORIZONTAL,TO BE PROVIDED WITH 1/2"SHEETROCK MUST BE INSTALLED ON UNDERSIDE OF JOISTS(WOOD-1 2-2X DF#2 STUD POSTS UNLESS OTHERWISE NOTED. 11.GUTTERS,DOWNSPOUTS,DRYWELLS TO BE INSTALLED/REPLACED AS REQUIRED. CONC.SLAB LNDG. JOISTS OR STEELJOISTS).TJI FLAK JACKET TO BE USED IN PLACE OF STANDARD Q •� , . I TA WOOD-Is FOR EXCEPTION TO CODE REQUIREMENT(NO SHEETROCK). 11).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEETROCK. 8..PC 00 n p I BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT I WALL '• ¢ .� I 9).FILL VOID,BETWEEN JOISTS,AT POINT LOCATIONS. SHEETROCK.USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE • CROSS SECTION E I AREAS. ••t e' SCALE: 1/4" -" 11-01' i 12).INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. •~ •'t ° i 7�'""•-s.' <.,a`',rya r., • '• #5 REBAR @16"CX EACH WAY r - - - , INTERSECTIOEARANCEN RISER/STEP•.;p - - - - - - - - - - - - - - - - - - - - - , tfi,M w +'oS� • i` tk DRAWN: MH/MS - - - MIN 9X9 DRAIN - - - - - - - - - - - - - - - - - - - - -, J,w k>a y t � r• 3000 PSI CONCRETE CONNECT TO DRYWELL SCALE: (TYPICAL) COMPACTED CLEAN SAND FILL ; � JOB#: °rr + •tr'aY 12/11/2023 SHEET NUMBER: L NRRIDDaC�IU A-8