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HomeMy WebLinkAbout51544-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51544 Date: 01/13/2025 Permission is hereby granted to: Michael Dukmejian 70 E 96th St New York, NY 10128 To: Construct additions and alterations to an existing single-family dwelling as applied for per SCHD approval. Premises Located at: 6484 Soundview Ave, Peconic, NY 11958 SCTM# 59.-8-4.2 Pursuant to application dated 11/01/2024 and approved by the Building Inspector. To expire on 01/13/2027. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition&Alteration $663.00 CO Single Family Dwelling-Addition/Alteration $100.00 Total $763.00 Building Inspector JI M bV VCI CY Yy LIII*CIPPIII-a I.IVI I, III 1aI rY a.Ical n Is/als.c vvYl q,nlo %.vI IIII IszIs .Y ..•+•�•- �� I,IlilAine permit. •-.,.,eo whatsoever until the Building � 10N � TOWN OF SOUTHOLD—BUILDING DEPART `w Town Hall Annex 54375 Main Road p. O.Box 117" Southold, Telephone(631)765-1802 Fax(631)765-9502 hti s/ jo 11971-0959 l id onn . ov -Date Received. APPLICATION FOR BUILDING PERMIT For office use only 6 PERMIT NO. EL5— L±_ Building Inspector dew NOV 1 22 Applications and forms must be filled out in their entirety.Incomplete 11 applications will not be accepted. Where the Applicant is not the owner,an RUMDING DM. e coma form(Page 2)shall b completed.Owner's Authorisation p TONYNr)F S 0 . , Date: l p 2- Zoe• OWNER(S)O PRO ERTy: Name: kLL V) XM� SCTM#1000- 5 q_ _ e Project Address: (o� $� SOiSi�����L� �v ` 15� 1 Phone#: ( - (0 , Email: Mailing Address: -76 (- ►A l G1 CONTACT PERSON: Name: "tCVkNL , n V t,� t Mailing Address: Phone#: 1 i Email: -- DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: PO q Phone#: Email: +y J"�/-"' CONTRACTOR INFORMATION: IF Name: aomktj gjlupFRS PJe Mailing Address: � h n I r Phone#: 63 - 6739Email: tR0 ICw I i L�F I L r1A C3 M. DESCRIPTION OF PROPOSED CONSTRUCTION d p mated Cost of Project: ❑Clthertrudure Addition Alteration ❑Re air ❑Demolition Estimated Will the lot be re-graded? Yes ❑No Will excess fill be removed from premises? E34es ❑No I, 9 1 PROPERTY INFORMATION Existing use of property: RES v7F rY%it N' Intended use of property: Zone or use district in which premises is situated: Are there any covenants nd restrictions with respect to P—+6 I ❑this property? Yes covenants IF YES, PROVIDE A COPY. Check Box After Reading: The owner/contractor/design professional Is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and In building(s)for necessary Inspections.False statements made herein are L.tnishoble as a Class A misdemeanor pursuant to Section 210AS of the New Yak State Penal Law. Application Submitted By(print n ride):MA4P9 - K14r— -Z- MAuthorized Agent ❑Owner Signature of Applicant: Date: 1 0 13/f zi4' CONNIE D.BUNCH STATE OF NEW YORK) Notary Public,State of.New York No.01 BU6185050 SS: Qualified in Suffolk County COUNTY OF (,' .I � Commission Expires April 14, 2 i� 0 being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, It (S)he is the ntractor,Agent, orpo`rat " r,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of 20 ►'`'� /1 Notary Public (Where the applicant is not the owner) lCtra � �" t "A� residing at G c� �G� ' V "�w (�eS SQt " W do hereby authorize M Nr VL C-t\0 1 Z to apply on ehalf t e Tow of Southold Building Department for approval as described herein. U 2.` Ownees ignature lot �CU►D,F_1.- 0tj lC 3 , A J Print Owner's Name 2 Sc ott A. Russell UFFq' S'7C'OIKIWWA\' IEIK sUpERVISOR AWANA\G 1EMENT SOUTHOLD TOWN HALL-P.O.Box 1179 Town of So u th o l d 53095 Main Road-SOUTHOLD,NEW YORK 11971 ' +�, CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) - - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) NAME: �QL�90%T I Date: 1212-I Z-4 Contact Infot may tiot Il:Alad.f l tIC1111nnC?lumhri l - • Property Address / Location of Construction Site: ('484 SOU4D\� ►�-\'j S.C.T.M. #, 1000 mrict _ . .._ _ Section Block Lot TO BE COMPLETED B�` J� I�'N'_'NiE:ERING DEPARTMENT - Area of Disturbance 15 less thati i 'E E `' I ,r"w? F,er nit is Reyui:ed I Project does Not Discharge to 1b at_i 5 ! I:,.�'.�le No S f D E +, Permit is Re w`ed� - Area of Disturbance Is Greater than I \cle S `t tLei Runoff Discharges Duectk L APPLICANT MUST oa'rAIN a S,P,D.E,S. Permit to Waters of the State of New York THE AP , m DIRECTLY From N.Y,S. DEC- Priori to Issuance of a Building Permit. Aiea of Disturbance is Greater Wait I Aci� & Suomi-,va!er Rua'► fl FCo%Ns Through Southold To n'S I"`kS Systems to Waters of the St we rif Ne\\ York, THE ,A,PPLICANT tMUST OBTAIN a S.P.D.E_S, Permit Eri-rrteer'ttt De ai`trt�er�t Prior to Issuance of a,Qm1dq] PermR Reviewed By: "✓ fir' Date, •✓ ................... A5-BUILT SITE . Design professional' Ce s Certification Required. -SUFFOLK COUI IT Y TAX 114FOPMATION:RENOVATION.REMAINING 4 BEDPOOM5�MAP ID: 1000-059-05-021,02 X o"o OF NEW -fX15TING 4 BEDROOM HOME WITH PPOP05ED DORMER AIID SECOND FLOOP INTERIOR Submit P.E.or R.A. rtification For -LOT AREA;ACRE 007. x The Installation and Construction of the Sewage Disposal System -PROPERTY LOCATED AT G484 50UNDVIEW AVENUE FA �z SOUTHOLD,TOWN OF SOUTHOLD.SUFFOLK COUNTY,I IEW YORK Use Form WWM-073 ORIGINAL 5UPVEY PROVIDED BY:DE5TIN GRAF L5 12-30-20014 PPOP05ED SITE PMeM"M X111"', ................ MARK SCHWARTZ 4�A55OCIATE5 4-19-24 _0 ERTICAL DATUM-NAVD'1955 DATUM 10 467 ent of the existing sanitary system must be in -PRIVATE WELL CK18fPING PRIVATE WATER SERVICE TO BE MARKED OUT A - LL HOMES WITHIN 150LF OF PROPERTY CONNECTED TO PRIVATE WATER SERVICE. ji t, conformance with the Department's requirements. 440 SURFACE WATER OR WETLANDS WITHIN 300 FROM PROPERTY LINE Submit completed form\MNM-080 as proof GENERAL NOTES: .......................... I Dt5tGrl FOR,UP TO G-BEDROOM HOME 2.I/A OWT5 SANITARY REPLACEMENT DESIGN.RE USED EXISTING DEEP WICK LEACHING POOL 4% EXISTING 5CDH5 REf#:R 10-20-0029 3.SEEATTACHMENT(S) 51 TE PLAN AND REFERENCE ELEVATIONS TO BE USED FOR I/A OWi5 5AIIITA Y 5Y5TEM C0115TRUC ITI ON OIILY.EXACT PROPERTY BOUNDARIES,UTILITY LOCATIONS AIID ELEVATIO145 ARE NOT GUARANTEED, 4 ELEVATIONS BASED ON PROPERTY SURVEY PROVIDED BY DE5TIN GRAF L5 12-30-2001 5.ON5rTE UTILITY MARK-OUTS TO BE PERFORMED BY CONTRACTOR PRIOR TO PERFORMING SITE WORK. G.SOIL TEST HOLE DATA PROVIDED BY MCDONALD GF05EPVICE5 4-19-2002 7 EXISTING SANITARY CF55POOL5(5)TO BE PUMPED Atli)REMOVED AS NECESSARY PER 5CDH5 W W STANDARDS PROP05f 0 VA C`Wr5 RMONICf; z /N\ 1, ONE(l)FUJI CEN-7 I/A OWT5 Z Uj 2. ONE(l)FUJI MAC I 00R BLOWER.VENT AND FUJI CONTROL A55EMBLY. W 150'FROM WELL ON 3.ONE(l)EX15TING 8'DIAMETER BY I G'DEEP PPECA5T LEACHIIIG POOL WITH DOME TO BE PROP RTV P1U5rD 4.ONE(1)8 DIAMETER_P ruruRE EXPANSION AREA. 00V W W GENERL SANITARY SYSTEM AJID INSTALLATION NOTE5: I IFA AOWT5 SEPTIC SYSTEM ot5ioiro FOR,UP TO 6 BEDROOM HOME PEP SUFFOLK COUI]TY > DEPARTMENT OF HEALTH STANDARDS(5CDH5), Z z 2 SANITARY GRAVITY DRAIN PIPE TO BE 4-INCH CAST IROI I AT FOUNDATION PEI IETRATION AND < Z 0 4-IIICH PVC 5DP35 DOWNSTREAM OF FOUNDATION. M 3 I/A OWT5 SHALL BE TESTED FOR WATER TIGHTNE55 PRIOR TO ARRIVING ON51TE U51NG THE ---j :3 EXISIONG W P00L METHOD APPROVED BY MANUFACTURER 0 4- THE DESIGN ENGINEER SHALL OVERSEE THE OWT5 DURING SYSTEM STARTUP. C U) �e 0 5 THE OWT5 1145TALLEK SHALL BE LICENSED,HOLD AN ENDORSEMENT FROM 5CDH5 AND BE A Nr FUJI AUTHORIZED INSTALLER. CO U) G. THE OWT5 1115TALLER SHALL PEG15TEP THE ON51TE TREATMENT SYSTEM WITH 5CDH5, THE ox� DESIGN ENGINEER SHALL PROVIDE CERTIFICATION DOCUMENT5 AS REOUIPfD BY 5CDH5. CD ..... ........... 7. AN OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE PROVIDER AND THE v PROPERTY OWNER SMALL BE PROVIDED TO 5CDH5 FOR I/A OWT5. 8. A GARBAGE GRINDER SHALL NOT BE INSTALLED UPSTREAM Of THE OWT5 9, WATER SOFTENER BACKWA5H SHALL NOT BE FLUSHED TO PROP05ED 5EPTIC SYSTEM. ox _5 10. CONTRACTOR 15 RESPONSIBLE TO OBTA114 TOWN BUILDING PERMITS AS NECESSARY rPlOP TO INSTALLATION OF THE PROPOSED SEPTIC SYSTEM 6 -2 . T 11 NOTE THERE 15 AN EXISTING HOUSE TRAP I/A OWT5 TO BE VENTED THROUGH 2 INCH CARBON e VENT. '1�1 a�l 1011 tar w,rc� F __�ON`T_RbL PAUFL,1MAq. Do 'JI v.,zmw U BLOWER ASSEMBLY.AND VE M5T"�­,T­p— z Pa P­15MII 11,Y), 'T �11R�111110�11f�l 0 r- IIT11111� C EXISTING LEACHING T-7 PUMPED AND RE S 1L(yy.1 5T 71%1111 U) STANDARDS. LLI z>_ V VMY w. E X 1P.0DOILFTIC .0, I's �G MINU 15 z EXISTING B*XI6'IPRECA BERE". P PRECAST —As;) "L POOL TO D E= DRMvt y STANDARDS.NOTE EXISTING \ 11 LEACHING POOLWIDEEP WCK I,V;tO Ui LL LLI LL SAND.SCDHS REFfi:RID-02-DO29 ,V 17— 2 PROPOSED FUJI rErNT ------ FUJICLEAN I/A OWTS U) < IIAOWTS 0 a: LL Ld 3. V, FUTURE EXP4NSI0"­­­—­_ 1< EXISTING UN DERGTO ROUNBD SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES ELECTRIC SERVICEE C 0- CL b MARKF OUTX— <PERMIT FOR APPROVAL OF CONSTRUCTION FORA < Cf) <SINGLE FAMILY RESIDENCE ONLY 0 "N 0 j� DATE:11-13-24 DATE 12/22/2024 H-S. REF. No. R-24-1392 SCALE: 1:40 APPROVED DESIGNER:JB 5ANITARY SITE FLAN SHEET: ALE= 1 :40 FOR MAXIMUM OF 6 BEDROOMS 0 40' EXPIRES THREE YEARS FROM DATE OF APPROVAL A:5scsso� SITE DATA REVISIONS: PROPERTY: 47,937 SF 1.10 ac ESTIMATED AREA OF GROUND DISTURBANCE: - STORM WATER MANAGEMENT DETAILS EXISTING: AREA LOT COVERAGE: LOCATION: SF AREA: 100%RUNOFF AT DRYWELL DRYWELL HOUSE WITH GARAGE: 1554.5 SF 2"RAIN PER HOUR PROVIDE: CAPACITY: S COVERED PORCH: 561.2 SF ROOF OVER GARAGE 629 SF 105 CF (1)8'dia.,3'deep 126.7 CF .� DECK: 597.0 SF PROPOSED ADDITION 412 SF 69 CF (1)8'dia.,2'deep 84.5 CF N POOL: 800.0 SF 4�' �-� + \ TOTAL: 3512.7 SF 7.33 OGEE GUTTER-STANDARD 5" 0 ° �' NOTES: N Q0 ��\��r' �C�Fti DEMO: AREA LOT COVERAGE: 1).EXECUTION: Cy A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. tiC+ EXISTING DECK: -98.0 SF 2).PREPARATION: x \ EXISTING PORCH -86.2 SF / A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. r B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR TOTAL: -184.2 SF -0.38 ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. Q. PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR METALS WITH PROTECTIVE BACKING PAINT. 3.INSTALLATION: PROPOSED: AREA LOT COVERAGE: A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS.1).GUTTER TO BE PITCHED TOWARDS LEADER 1-TO 2"FOR EVERY 40'OF RUN, ClADDITIOI J: 212.0 SF 0.44+` 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND "n ACCESSORIES. Z + B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT cl O \ COMBINED TOTAU 3540.5 SF 7.39% CONNECTORS. 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL 1O CONNECTION WATERTIGHT. x DRY WELLS TO BE 10'MIN. 4)•PROTECTION: METES AND BOUNDS: SURVEYOR: DESTIN G.GRAF �j-' AWAY FROM HOUSE A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. DATE SURVEYED: DECEMB ER 30,2001 l�-1 B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL COMPLETION. x + ELEVATIONS REFRENCE: NAVD 1988 O oOo c o SCTM: 1000-59-8-4.2 E--� 2�1 \+ NON-CONFORMING LOT ZONE:R-80 FLOOD ZONE:X x ' \ \+ GEA CALCULATIONS W ` LOCATION: AREA: x F-i PROPERTY: 47,938 SF (28,0-207d)GFA PERMITTED: 5,496.85 SF � Q x 1 \ � EXISTING 1ST.FLOOR w/GARAGE: 1554.5 SF 18'-0"MAX. G.ro C. I � O EXISTING 2ND.FLOOR: 1430.8 SF V 1 \ GRADE m \ DEMO: LL x `L Z y / j y /�l\ j - OVER GARAGE: 402.3 SF Z if' of 6"MIN. XF� PROPOSED: II ti� ADDITION: 212.0 SF ~ OVER GARAGE: 521.9 SF f....{ PERSPECTIVE VIEW x 1 \ \+ .9 Q I , TOTAL GFA: 3316.9 SF 36" MINIMUM 2 x 2 1 EX PATIO EXITING + 6� FENCE POST II ON GRADE POC3IL\ WOVEN WIRE FENCE " I (6x6 10/10 WWF) 1 \ z FILTER CLOTH x X \ REMOVE EXISTING b� x �so o 1 . 11'-4"X 16'-3"DECK AND N O V S(� PORCH SECTION FOR u P O�� FTC E PROPOSED ADDITION (01Q Z 1�••( GRaD z EMBED FILTER CLOTH f n ' I DW I _ x MIN. 6" INTO GROUNDfe ' / \ EXISTING POOL � �� � TOP SOIL EXISTING FENCING EQUIPMENT �I CRET I LOCATION ASHOU NOTE: x X1 - X X �Y� X o EXISTING DECK jADDl b�m \ \ \ ' % MAXIMUM DRAINAGE AREA I 1, \1 vY/��J- EXISTING FENCING �j 1/2 ACRE / 100 LINEAR FEET 1 DW o 11 5 - 6 0 O ♦ _ /' SECTION DETAIL I 7? 1 / ICN 11.1' \ by W O a .0 j SILT FENCE DETAILS 1 \, 00 1 0 2ND.FLOOR OVER EXISTING 2 STY HOUSE C EXISTING GARAGE rN ^ \` O• TO BE PARTIALLY I DEMOLISHED AND I - IV• RE-BUILT WITH NEW v' \ ROOF WITH DORMERS 60.5' o i O \ ' EXISTING COVERED PORCH � i O EXISTING X.WALKWAY DRIVEWAY - E SEPTIC j `•� O 1 EXISTING SEPTIC SYSTEM c) O` TO BE REMOVED AND I � CIOV j `•� \ REPLACED WITH NEW X v % b9) 1/A SEPTIC AND LEACHING i O c c'^i + �� �•� \ POOLS(DESIGN BY OTHERS / Ib C'\ v�O C L >< 0 a t. % M L 1 T 2 SOIL LOCA N (u oll U) 00 CC) 0 SOUTH r� ti SILT FENCE PROPOSED SITE PLAN .._._._._._._._._._._._.-._._._._._.-._._._._._._._._._._._._._._._._._._._._.-._.-._._.-._.-._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._.-._._._._._._._._._._._._._._._._.-._.-._._._._._._._._._._._._._._._._._._._._. -._._._._._._._._._._._._._._._., SCALE: 1" = 20'-0" i w O j �•• f' �� 5 cn R O `` O ,m en `' y (J I s N N ox". md I ul) 170,11 EASTcot �� x 1 1y� DRAWN: MH/MS SCALE: {•^ JOB#: 10/31/2024 SHEET NUMBER: S- 1 REVISIONS: �7 rT EEL ILEILJ_j I ................................. -[fl F1 09 [O C� W ® ® O H ^H EXISTING NORTH ELEVATION t '` SCALE: 1/4" = V-0" �a W � O U O a 00 lC -- s o - - - - a v - - - - _ �C 94 O m — - - - - - - - - _ !' NCO m Lt. rn JCS ozo .fl MlI? N bo o LjLj �C o -LLL-ii I I I I HE 1= V O — 3,- - - - - - L jL00 cn o � DE=- co a' C U a PROPOSED NORTH ELEVATION , ct SCALE: 1/4 - 1 0 ° DRAWN: MH/MS SCALE: JOB#: 10/31/2024 SHEET NUMBER: A- 1 REVISIONS: FEE I IF-III I Hall.[ F---I W O EXISTING WEST ELEVATION SCALE: 1/4" = V-O" W � w Z w U W � O U d' n � 1 - 1 �OI�L 0 0 v g UC C IU% o in �i cu ob IL ors — — U m — - - - rn 00 Ell i oo r--iur--, 00 cn oo=� 0o H oor� v _ -- -- - - _ - - - --- -- - - - - - - - - - -- - -- - - - - - - - - - - - - - -= - - - - - - - - - - - - - - - - - — In 0 00 �orr�oo� FE � o00o q 000coo_ co v, IF � - - _ T - - - - - — - — - — - — — 77 - - - - - - - - - - �. ;' ; j t 5 «�' DRAWN: MH/MS PROPOSED WEST ELEVATION �' ` SCALE: ��'� a JOB#: SCALE: 1/4" = V-0" �. • '� { 10/31/2024 , SHEET NUMBER: A-2 REVISIONS: 7-1 7� 11 11 MH 11 11 11 11 11 If 11 11 H LO Wl h--i O h--I F^-�I i--1 EXISTING SOUTH ELEVATION w SCALE: 1/4" = V-0" C w_ U W � O U Q � 00 It n � CD C - C CD 15 - - - N [ - - - - � O O — X O Lo M e�1 +� _ - cm, M ° u — - - — 0 cz N N V - O - 0o �- o W L� .L ILJ 60 [—i - - - - - - - - - 4---�-- - = - - �=a=�- =�- _ = - - - - - - I- = -1,1001 d 00 —i- L M _ I DRAWN: MH/MS 's. SCALE: PROPOSED SOUTH ELEVATION 10/31/2024 SCALE: 1/4 = 1 -0M�� ' JOB#: 'wro�.©�• SHEET NUMBER: r�. A- 3 REVISIONS: O F-y F--i F� O I� un I EXISTING EAST ELEVATION W SCALE: 1/4" = V-0" Z w z WU 00 - f O - - M w O CO +3 n — X a1 cn O cj - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - — -- -- — - — co Qj v 0o 0 bo - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 -- -- - - - u - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 - - - - - - - - - - - - - - - - - - - - - -- - ED bo # — 0:1000 M = r7E] l 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PROPOSED EAST ELEVATION SCALE: 1/4" = V-0" �•} DRAWN; MH/MS SCALE: JOB#: 10/3I/2024 SHEET NUMBER: A-4 REVISIONS: ---------------------- ---------------- ,w w w, ro \, ------------------------------ ----------------- I I I .w 1 1 _ I ,w EX(7)7%10 GIRDER F%.(3J 3XI0 GIRDER EX(])]%ID RDER TSt.'I]S]r10 GTRTJ'Frt•• 1 1 1 I ( II I ' I II I f I 1 1 1 iEXISTING DECK AND PORCH iTO BE DEMOLISHED INCLUDING 1 E%ISTINL DECK TO BE DEMOLISHED PROVIDE TEMPOARY SUPPORT 1 % STRUCTURE AND ALL UTILITIES I AS REQUIRED AT DECK AND PORCH 1 RELATED TO AREAS OF DEMO. \ 1 PROVIDE TEMPORARY SUPPORT A . 1 REQUIRED WITH PORCH AND DEC ' 1 �Tl El w I I 1 �])7%8 FLUSH (2)IXB FLUSH (1)]XB FLUSH 1 �• II ® ® 1 1t (B)11.7/B ML GI0.DE�l k)IL B MIL GIRDER �• II EXP. � II TANK 1 ' DINING ROOM soTeR I; EXISTING EXTE 'IL BE DEMOLISH ••e�S gxp pl,mI6 O[ II 1 I REMOVE E%ISTIh' UTILIT.f AS REQUIRED, F PRO VIDE TEMPORARY SUPPORT FOR WALL, '• i �.•-•\, F 1 I CEILING,AND ROOF ABOVE UNTIL PERMANENT f 1 STRUCTVRI HAS BEEN INSTALLED.T RILY ' ROOM II T/ S } a KITCHEN I 1 WALL OFF EXTERIOR UNTIL ADDITIf BEEN 1 V CLOSED IN D NEW STRUCTV HA7,9IG UILT EXISTING LOAD BEARING WALL ]%10 Fl m16'OC 1 O � TO BE DEMOLISHED PROVIDE 1 1 (A55UMEDJ II , '• NECESSARY TEMPORARYSUPPORTPC I 1 NTILNEWYTR COMUPL TED.HAS BEEN 1 1 1 COMPLETED. •" _ (ASSUMED) II (7)7N7/B ML.....GIRDESI ' (7)... ML.....I ' L� °►F3F .:.:.. IRD FBE:?E?????EFFEEe II ' .......................� \ D \ ..__-_. . •• II•�)117/�B MI DROPPED GIRDER T- �•I 11 7/p ML DROPPED GIRDER ' LIVING ROOM (ASSUMED) ; '1•— GARAGE FEFFEFEFF FFi3FF�E F3F .____. e-IN '-:::x.... : Q I ................... .. 'I^-- \ (])1N7/B ML GIRDE!..... (Ij)11-7/8 ML GIRDER II i x::::e:se ...__1_ MECHANICAL/STORAGE � �i Q B'-31/4",FILING / ® d ` BASEMENT I I' / 1 I (ASSUMED) II ,\ 1 '\, - •/ ,\ Q D ENTRY I I C II \ ROOM 1 1 I 7%10 FI IDIR" II ........................ .�• '�. W I I I 1 NESEVVICE A I II II 1 1 COVERED PORCH 1 I w 1 1 V1 ---------------------------------------------------------------- E ^ I � E PROJECT NORTH E PROJECT NORTH O C EXISTING FOUNDATION PLAN Z W SCALE: 1/8" = 1'-0" Q .o EXISTING 1ST. FLOOR PLAN W o a cc Q CD v m a G o ON .� X to y X O�6 U.�FFw m (U 00 .2 O BEDROOM No.2 s~ O V BASEBOARD HEAT U ^ rn N OW BEDROOM No.1 �I STAIR HALL BUNKROOM �� ..................... v7 u uu OPEN YYY BEDROOM No.3 TO uuV// WALK-IN � V� BELOW BATH CLOSET No.t N U �— PROJECT NORTH x EXISTING 2ND. FLOOR PLAN SCALE: 1/8" = 1'-01' . , 1. Fk + A � DRAWN: MH/MS �" .. +• ¢ s;;, SCALE: JOB#: ply'Z3 '; 10/31/2024 a1° Q�•N SHEET NUMBER. A-5 REVISIONS: E 151-211 41-11/211 61-1111 41-11/211 r — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - -----Foundation Vent----- . --- I a • o o , r:, • 0 b Fn I M 0 Oc p I EXISTING DECK I I p ° w PROPOSED = ,g b CRAWLSPACE i ioCN _ I I = u, p 1 I I LU I F„•,{ I W I - - - - - - - F—� cl I ; ° D ;N i I •• I I H I I I • 0 0 0 o Lu EXISTING I B A I FU � I I P EL OIL TANK I I OReH _ -- ------------- I I p I I 36X24 ACCESS I 1 TANK SOFTN ER n II I II 0\` I 1 SWYP I W EX.UTILITY I 2X6 ACQ SILL PLATE ' COPPER COATED TERMITE SHIELD SILL SEAL II ► � W #5 REBAR MATCH EXISTING I „ 1 _--- •-----, •---- ' �� I ANCHOR BOLT (8°MIN.) (SEE ANCHOR BOLT DETAIL) e �� -------- ----`---------------------------__---------- -- _ TO SLOPE-------- GRADE AWAY FROM BLDG. POURED CONCRET L1 FOUNDATION WALL Q 00 ______ ° ASPHALTUIM DAMPROOFING ----- 1 I 1 I -----' •-----, , , .,--, --. „ I MEMBRANE TO GRADE D EX. GARAGE D I o 0 II n PROVIDE 2X4 KEY 2"THICK ° Q -- EX. MECHANICAL/ STORAGE i CONCRETE SLAB a ao Q EXISTING BASEMENT ________ I �p � 3" B o EXISTING I -------- I I „ PORCH I 4"COARSE SAND m N G 0 i -____- - -, I OR GRAVEL #5 REBAR L n _L_ II I u COMPACTED FILL D 3 16,1 � ' 2 •---- I '� w 2 M }4 U CRAWLSPACE WALL DETAIL ' I SCALE: 3/4" = V-0" c� v_ JO LU I I N a� v ^� I owl I I � I I B A I EXISTING PORCH I I L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I cn I I W I I UQ' O S E PR JECT NORTH PROPOSED FOUNDATION PLAN N O SCALE: 1/4" = 1'-0" N V rYr N w. cb � I DRAWN: MH/MS SCALE: �t JOB#: 10/31/2024 g SHEET NUMBER: r, 0 A-6 REVISIONS: 22'-811 E 11'-4" ;. .-----NE%VSW$7MR---- , - - - - - - - - - , (REPLACE EXISTING) I ------------------- - - - - - - - - - 15'-211 REMOVE EXISTING I EXISTING DECK ------------------- - - - -STTAIRR - - - - TO REMOVE I 4'-11/211 6'-1 4'-11/2" ------------------- - - - - - - - - - J P6045 gle A61 s, (2)2X8 HDR AgS a^ Fri P Ib / I `��8 rn o cv V v0 EXISTING DECK N^ \ I TO REMOVE H c I (2)22X6 FLUSH - I c _ I N ce I X6 CJ 16"O ¢ REAR YARD S EXISTING DECK a = AFF TO BE CONFI W REPLACE DECKING AND RAILING =N v 4 J I :N SURVEYOR WHERE REQUIRED OR AS PER OWNER C N ITIONED ORCH STEEL FLITCH \ % I TRAY CEILING u? © i i i j PLATES PER PLAN O C O 16" 16" 1 212.0 SF 141-711 2,AI I I 5"w X 5"w X 3/8"t STEEL ANGLE CLIP ,L 0 I I I 1 ( ¢ (EACH SIDE OF BEAM) O ® I I I O I I I I I I O 1 � O © O 2'/� FWG120611-4 SAAS ( o � 1 � o o II IIIII " 11 III11II II1 (2)2X10 HDR 16 ' D A HSS 12X3-1/2X5/16 " •' • B 1 i © 5/8"dia.CONNECTION BOLTS 2/2„ TUBE STEEL COLUMN III II II II N ASTM A307 GRADE A(60,000ksi) ' nrnII.II v, nnrn u i C1 C WITH WASHERS AND NUTS O O Q nnrnn 01) © @ 16"OC (STAGGERED) (TYP.) a/s"dia. uj m �i n ii n �_PROPOSED BEAMS TO REPLACE Q II n u u 1 BEARING WALLS TO BE REMOVED I O 2�„ I I ¢III II II III MICROLAMS 1 ERIFY ST. I uo' uo' © IN (2)2 ) ; ; O wiiwnu PER PLAN �/'8" 5 ' I 1 O ® ® O �nrnln - ______________ ___ _- nnnl I u- ^l u a u 9-1/4 ML w/(2)3/8"ST ATES FLUSH 6 I Ocol O �o nnnnl I BEAM CONNECTION DETAIL STRUCTURAL I col 0 1 W �I111111 II I 3-1/2 5-1/4 Z mmm; 5X5X3/8 STEEL ANGLE CLIP o - � � � ^ W,,,,,,,,,, TO EACH SIDE OF BEAM 1.8e PARALLAM COLUMN LIVING / DINING ROOMS ' >IIIIII1111 _N , I W �' 111 II II 111 x 1 ¢I11 II II 111 N � ¢ v zLwEX. KITCHEN ° EX. DINING ROOM ° c E w ` vIII II II 111 �- 1 /'�f I p I � O� 1111111111 Lu •--+ I 1 I O I I v. III II II III W 6L• , `J 1 I ¢ 1111111111 [71 o EX. GARAGE x 5 w z 9'-3 1/4"CEILING ' -----' nnlpnl = I Q O ' HSS 12X3-1/2X5/16 III il,nn Q (STEEL BEAM:USE 8X3X1/4) ,3 x , ASSUMED FJ DIRECTION (VIF) (3) Z Lu 1 ; ; ; TUBE STEEL COLUMN FASTENER POINTf "' ' ' \ (OPPOSITE SIDE) FASTENER HEAD ' W � W VERIFY POSTS I ,_______, VERIFY POSTS a > - -"m.(6)-ZX4----------- MIN.(6)2X4 ------ D /a ---------------- D EX_(2 11-7/8 ML DROPPED GIRDER- EX 2 11 7/8 ML DROPPED GIRDER a Z . — r _. . ..�. . ..._- : � - - .�- - - - - - D EX. LIVING ROOM J� 1 ADD 1-3/4X11.7/8 ML TO EACH 1 IDE OF EXISTING , __-__- , ENLARGED � -� - -_"-----MIZPOEXMv TO BE ATTAGMED.USING SIMPSON 6-3/4" SDW FASTENERS,STAGGERED ROWS OF 3 @12"0000 6" 12"OC(TYP} (SEE DETAIL.INSTALL PER MFGR SPECIFICATIONS) � EX. H ------- Lo I BATH ® \ J Z w IF , Lu H — ----- ® 0—FASTENERS-0 ® u¢, g I °C g 2 I-j 1 O w ' I EQ. EQ. EQ• P) V I F w -------- z I� ® ; v `v\ `- ® 1 7/16" ® W 'M z Z ° D EX. ENTRY I I -L o 3 ' 3 11 OPEN TO ABOVE rn 1-3/4MICROLAMS s _ _ _ _ �� w N _ _ EX. MUD om G �1 7/1611 (2)9 1/4 ML ___ -_ I I (2)9•i/4 L(FLUSH) 'a+ ROOM } x It @)/�ol Vl v � REPLACE EXIST.HEADER REPLACE EXIST.HEADER m I WITH (2)9-1/4 ML WITH (2)9-1/4 ML SIMPSON SDW STRUCTURAL FASTENER U 4 PLY EXISTING COVERED PORCH o E 3 GARAGE MICROLAMS TO BE FASTENED TOGETHER WITH SIMPSON STRONG c� DRIVE 6-3/4" SDW STRUCTURAL FASTENERS, STAGGERED ROWS OF 3 AT 12" OC B A (INSTALL PER MFGR. INSTRUCTIONS) STR UCTURAL RAL BEAM CONNECTION DETAIL ------------------------------- ------------------------------- GARAGE V o ------------------------------- ------------------------------ N N S W d E PROJECT NORTH PROPOSED 1ST. FLOOR PLAN SCALE: 1/4" = 1'-0" UY N �4 MCA DRAWN: MH/MS SCALE: JOB#: 10/31/2024 SHEET NUMBER: A- 7 REVISIONS: E - - - - - - I I I I , O I ' ' H � I � I H ' I ol I � ' Q I 22'-71/2" ' I 13'-1" ol 8'-111/2" ol zv 6'-61/2" 6'-61/2" 4'-411 4'-71/2"CX245EGRESS ^ CASEMENT SIMULATED DOUBLEHUNGS TW2036 BEDROOM No. 2 Q N o BATH 129.o sF N BATH ' N No. 2 No. 3 p ' , 566" 36" SfOV�ER o 1 / 1 E e:ae BEDROOM `"` f 0 -1 No. 3 HALL REMOVE EXISTING WALL AND DOOR 141.9 SF CONFIRM WITH OWNER IF PATCH FLOORING CEILING TO MATCH MAIN HOUSE ( � I •(SEE SECT.D) j i BEDROOM No. 1 w cq 11 1 11 3-7 5 0/2 i STAIR HALL 197.85E O O Ln EX.ST PS V e TO RE AIN! ' 1 1 1 1 2'. ID STORAGE 1 1 1 1 1� U 2 - D 1 1 1 1 1 1 1 1 c 1F1 - --- N 1 4" - - - -- o 1 BATH op WALK-IN a> a CLosET No. 4 _Al 3n and rn_ 1 0�Gn vof — — — 00 `Y /l 60 04 f BEDROOM ----- No. 4 - 1 WALK-IN S OPEN f o O OFFICETO BELOW WALK-IN BATH CLOSET No. 1 o AX281 AX281 PLT.HT. , PLT.HT. 1 c*i M GJ U X Lmn ^ GJ CASEMENT SIM LA ED DOUBLEHUNGS O � o CX 45 ol 5'-41/411 �" }� w 2 .0 KEEP EXISTING STRUCTURE M y LO i IN PLACE WHERE FEASIBLE 2'-411 3'-01/a" 5'-103/4" 5'-81/z" 3'-01/4" 2' 4" I✓ UNLESS OTHERWISE NOTED o OR AS REQUIRED O V tt 22'-91/2" c00v v v B A � w uu s 0 E PROJECT NORTH PROPOSED 2ND. FLOOR PLAN SCALE. 1/4 — 1 -0 N N CA 1 DRAWN: MH/MS SCALE: JOB#: 10/31/2024 Q R SHEET NUMBER: A- 8 REVISIONS: E v 2-0 O `*aa OH a 12 3.5 00 r �a�zk8 tiiP 12��N\e I , c �J II ! O @ ! POST DOWN TO DBL.CJ I i ! INSTALL SIMPSON RIDGE I I 2-0 @ I TO HIP CONNECTORS 1 1 EXISTING PORCH ROOF TO BE OH ; (TYPICAL) CUT BACK FOR NEW ADDITION. 1� I @ APPLY SLEEPER AT PORCH TO W _ LAYOVER NEW ROOF/ADDITION. FRAME CRICKET AT INTERSECTION 1 I I 2X8 RR(@16"OC ( I WITH ADDITION AND HOUSE. B A i W I @' OVERLAP ICE AND WATER BARRIER @ I o I I AT ROOF/HOUSE INTERSECTIONS MINIMUM 1'UP SHEATHING.FLASH AS REQUIRED. ! I N 77 1 ; REPAIR/REPLACE SIDING AS NEEDED. NEW ROOFING TO MATCH EXISTING. - -- — ----- - - .I — -- - SPLICE INTO EXISTING ROOF(TYPICAL) OVER UNDERLAMENT AND FLASHING. O ALL NEW GUTTERS AND DOWNSPOUTS �� I TO BE EVALUATED BY INSTALLER. ;o @ ' i ��110 CONNECT AND MATCH EXISTING.NEW DOWNSPOUTS TO CONNECT WITH g ! DRYWELLS VIA ADS PIPING TO CODE. / E Q 'TI I EXI TIN j± f12 I I $I CN 1-3/016 RIDGE ItoI CONTINUE RIDGE EXISTING ,.TO MAIN ROOF — — — — — — — — — — — — — — — — — - — — — — — — — — — — _ .. _ O I I I I I t 7 �. I. w.. - _. zoI I I @ t I"n A O @ $ J E 12E o I I g I i , 00 @4 @ DORMER "—' cr I' d 4 ROOF i w G I I� PATCH EXISTING AS REQUIRED(TYP) 12 1� g ~ I @ �I/ $ EXISTINGCN t 2X8 RR(@16"OC N 12 !; @ $ 11 @d �, FP . 1 co MAIN ROOF _ EXISTING ROOF OVER GARAGE TO BE REMOVED / u t ,u NEW ROOF SOFFITS,RAKES,AND OVERHANGS TO MATCH EXISTING(TYPICAL).SHEATHING INSTALL ICE AN WATER BARRIER TO BE 1/2"CDX.ROOFING TO MATCH EXISTING AT ROOF/HOUSE INTERSECTIONS N v WITH ICE AND WATER BARIER AND FELT MINIMUM 1'UP SHEATHING.FLASH UNDERLAYMENT AS REQUIRED.REPAIR/REPLACE XIST G � W 3 SIDING AS NEEDED. W B A u 0 N s E PROJECT NORTH PROPOSED ROOF PLAN SCALE: 1/4" = 1'-0" u N rYi DRAWN: MH/MS " SCALE: JOB#: 10/31/2024 # of Or N+ SHEET NUMBER: -> A. � A-9 REVISIONS: APPLY ICE @ WATER BARRIER AT INTERSECTION (TYP) 2X10 RIDGE 12 12 12 1-3/4X16' q ML RIDGE 8 9 1 3/016 M G �6RIDGE rB 9 �R a ROOFING TO MATCH EXISTIN OC w/UNDERLATMENT PER MFGR. RR @ �Q�6h O (2)9-1/4 6'O INSTALL OVER min.1/2"CDX SHTG. Qg�2Xg OC` ML VALLEYph� c 2X8 CJ @16"OC _ _ 2X8 CJ @16"OC @16"OC w 1 2"STEEL W O o BEDROOM BEDROOM o WALK-IN WALK-IN BEDROOM No. 4 No. S 12 ^ Q 12 CLOSET CLOSET No. 5 00 EXISTING TO REMAIN SIDING TO MATCH w/EXISTING. RE-FRAME AS REQUIRED 3.4 Q 9 D INSTALL WI UNDERLAYMENT 8�R .. SISTER EXISTING JOISTS DETERMINED TO BE DEFECTIVE PER MANUF CTURER INSTRUCTIONS 2X6 CJ 16"OC �76 VERIFY IN FIELD DURING DEMOLITION AND REVIEW 3/4"SUBFLOOR B C WITH ARCHITECT AS NEEDED. — - — - ADD AS REQ. L� - - EXISTING FJs - - — - X.2X10 FJ (ADD BLOCKING AS REQ.) �{ 2X4 PLATE BLOCKING UNDER ADD ADDITIONAL EXISTING GARAGE EXPOSED WALLS AND CEILING REPLACE INSULATION AS REQ. W 2.0 OH EXT.WALL(TYP) 11-7/8 ML TO (SEE ENERGY CERTIFICATE) EACH SIDE OF IT BE PATCHED/REPLACED ADD ADD TIONAL EIFWITH 5/C TYPE X FIRE RATED ® E=,E , 8 ML TO IRDE SHEETROCK TO CODE.INSTALL ACH SIDE OF i-i ri O z 2 PLYS OF 5/8"TYPE•X AT GIRDER GIRDER 00 _'jL__jj Q E] Dr7E] EXISTING ® ® ® ® rl E�R� � z ® ® ® ® EIE2017 EXISTING DECK N r7ppo 0 orlm (CUT BACK AS REQ.) 3/4"SUBFLOOR - _ _ 2X10 FJ @16"OC e, El a, O TOP OF FOUNDATION a, ® ® ® p ® � a • TO MATCH EXISTING - - — - • 2X6 ACQ SILL PLATE p OVER TERMITE SHIELD S '.� EXISTING • : EXISTING :�► ,.d ; F--I AND SILL SEAL(TYP.) EX.GRADE EXISTING p p 5: e d: EXISTING Q EXISTING 8"PC WALL •� DAMPPROOF :�. :�. - a; e; O EXISTING ° 2"CONC.SLAB IM CROSS SECTION B. IL CROSS SECTION A 16"X8"CONC.FTG. - - - " SCALE: 1/4" = 1'-01' I'(2)#5 REBAR SCALE: 1/4" = 1'-0" c CROSS SECTION C " SCALE: 1/4" = 1'-0" W � z � ✓ U w � O U V] Rt 00 2X8 RR 16110C EXIST. EXIST. 2 (EXISTING) 0 --I VERIFY WITH OWNER ► 2X8 CJ @ 16"OC Cr, a TO RAISE CEILING TO c�i O MATCH MAIN HOUSE m m .O rn pr � U HALL BEDROOM No. 5 � w EXIST. 2X10 RIDGE o . \ $EXIST. 2X6 CJ @16"OC 2X6 RR U m _ EXIST. @7610C 2X8 CJ @16"OC I - - — - 00 (3)9 1/4 ML w/ I (EXISTING) (2) 3/8"STEEL j — — — — — — EXISTING GIRDER AND FLOOR JOISTS TO REMAIN (� ADD ADDITIONAL 11-7 8 ML TO EACH SIDE OF GIRDER KEEP EXISTING STR CTURE IN PLACE WHERE FEASIBLE � UNLESS OTHERWISE NOTED SUNROOM I i w Lj +1 O 3/4"SUBFLOOR Li EXIST. 4 2X10 FJ @16"OC(2)9-1/4 ML a, EXISTING GARAGE 2X6 ACQ SILL PLATE p - •� OVER TERMITE SHIELD ,y 4 AND SILL SEAL(GYP) •� � 8"PC WALL EXIST. n' d: DAMPPROOF 2"PC SLAB ,A ti 16"X8"FTG •� �r (2)#5 REBAR b' EXIST. a: CROSS SECTION D4 Al SCALE: 1/4" = 1' " CROSS SECTION E . �1 11 SCALE: 1/4" = 1'-0" DRAWN: MH/MS SCALE: ' n JOB#: � ,� .,��� d► 10/31/2024 SHEET NUMBER: A- 10 Generated by REScheck-Web Software REVISIONS: r_� Compliance Certificate Project DUKMEJIAN HOUSE Energy Code: 2018 IECC Location: Peconic, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: 03 Permit Number: 1 1/4 All Electric false 1 1/4 1 1/2 1 1/4 41 1 1/4 11/4 1 1/2 Is Renewable false Has Charger false W C LAV. LAV. W W.C. SINK Has Battery: false Has Heat Pump: false B H SHO ER 2 2 3 1 1/2 C.O. 36 C.O. Construction Site: Owner/Agent: Designer/Contractor: 1 1/4 t t/4 3 6484 SOUNDVIEW AVENUE 3 PECONIC, NY 13" ' M.1rl.(.C: ik. ..:N .F(t -? .'.ol.l.1:) '�d�;� "Il�►f a F-� ompliance: 1.2%Better Than Code Maximum UA: 169 Your UA: 167 Maximum SHGC: 0.40 Your SHGC: 0.32 I--I 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 SLOPE" 1/4" PER FOOT PITCH TO DRAIN assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. TO A 4"C.I. SEPTICC SYSTEM W TRAP HOUSE E-1 Envelope Assemblies PLUMBING SCHEMATIC Q SCALE: NOT TO SALE OVER GARAGE: Flat Ceiling or Scissor Truss 522 21.0 0.0 0.047 0.026 25 14 SUNROOM: Flat Ceiling or Scissor Truss 83 21.0 0.0 0.047 0.026 4 2 SUNROOM: Cathedral Ceiling 129 21.0 0.0 0.048 0.026 6 3 0 SUNROOM: Wood Frame, 16" o.c. 401 20.0 0.0 0.059 0.060 13 14 Door: Glass Door(over 50% glazing) SHGC: 0.24 42 0.300 0.320 13 13 /1 CASEMENTS: Wood Frame 133 0.270 0.320 36 43 l---I SHGC: 0.34 OVER GARAGE: Wood Frame, 16" D.C. 557 20.0 0.0 0.059 0.060 30 30 DHUNG: Wood Frame 26 0.300 0.320 8 8 SHGC: 0.31 CASEMENT/AWNINGS: Wood Frame 23 0.270 0.320 6 7 �2".� 2 SHGC: 0.34 SUNROOM: All-Wood joist/Truss 212 21.0 0.0 0.044 0.047 9 10 O O O O :12" O O O O �2" ® ® e 2" Project Title: DUKMEJIAN HOUSE Report date: 04/29/24 w Data filename: Page 1 of 2 O O ® ® 9 FASTENER TYPE: SPACING: O 1 No.8 WOOD-SCREW r y� BASED ANCHOR WITH 16"OC tin.EMBEDMENT LENGTH Z �j No.10 WOOD-SCREWS ® O ® ® 9 ® ® W BASED ANCHOR WITH 16"OC O tin.EMBEDMENT LENGTH 1/41n.dla.LAGSCREW O . ►Jl�,� mg, # 4 ^ " BASED ANCHOR WITH 16"OC 2In.EMBEDMENT LENGTH ® ® ®® OVER GARAGE:All-Wood Joist/Truss 522 30.0 0.0 0.033 0.047 17 25 O O s/4°APAPLYWOOD 00 1p Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other 1/2"APA RATED SHEATHING SHEATHING calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in GRADE PLYWOOD ® ® ®® ® ® REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. (ALTERNATIVIVE:7/16"O.S.B.) F-I O O 1/2"APA RATED SHEATHING GRADE PLYWOOD Name-Title Signature Date (ALTERNATMVE:7/16"O.S.B.) ® ® ®® Q FASTENER TYPE: SPACING: 2X4 DF#2 AIR SEAL ALL JOINTS THROUGHOUT STUDS o No.8WOOD-SCREW BASED ANCHOR WITH 10"OC ++ CC WINDOW SILL 2In.EMBEDMENT LENGTH Cq N PROPOSED FRAMING AND INSULATE A m v TYPICAL WINDOW OPENING No.10 WOOD-SCREWS ® ® ®® ® ® FLOOR, WALLS, CEILING AND DUCTS PANEL SPAN EQUAL OR SMALLER BASEDn.EMBEDMEENT L WITH 12"OC O M 1 7 AS REQUIRED. THAN 4 FEET 1/41n.dla.LAGSCREW O r Q BASED ANCHOR WITH 16"OC 2In.EMBEDMENT LENGTH O ® ® ® ® W. ® � }+ w BLOWER DOOR TEST AS REQUIRED BY TYPICAL DOOR OPENING M ci PANEL SPAN GREATER THAN 4 FEET FASTENERTYPE: SPACING: MULTIPLE PLYWOOD ASSEMBLIES O TOWN BUILDING INSPECTOR 2.2X4 DF#2 STUDS CONNECTED 0 AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL No.8 WOOD-SCREW � Oed OR GALVINI2ED BOLTS W/WASHERS BASED ANCHOR WITH 8"OC V THAN 6 FEET AND NUTS @ T-0"O.C. 2In,EMBEDMENT LENGTH 5 r No.10 WOOD-SCREWS U m .� TYPICAL MULTIPLE OPENINGS BASED ANCHOR WITH 91,oc -•� PANEL SPAN GREATER THAN 6 FEET 2In.EMBEDMENT LENGTH N v cu AND EQUAL OR SMALLER 1/41n.dia.LAGSCREW o W BASED ANCHOR WITH 16"OC 4 THAN 8 FEET 2In.EMBEDMENT LENGTH WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER SEC. R301.2.1.2 NYS CODE: PROTECTION OF OPENING Emil WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16'. F, AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO Q 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 V CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE. ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. 0 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. M HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. � N x d R A DRAWN: MH/MS SCALE: JOB#: 10/31/2024 Project Title: DUKMEJIAN HOUSE Report date: 04/29/24 SHEET NUMBER: Data filename: Page 2 of 2 � A- I I REVISIONS: 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 4%*%,l BOTTOM PLATE o • u RIDGE LEDGER BATHTUB • HEADER DOUBLE JOIST SIDEWALL RAFTER 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 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 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. 2ND. ADS5 ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ®24"OC O F-1 op op di op d WALL STUD Q� THROUGH-ROOF EXHAUSTwJ VENTS SELECTED AND LOCATED BY CONTRACTOR W METAL STRAP H CRICKET AT TOP-SIDE OF VENTILATION CHANNEL F—I CHIMNEY AS REQUIRED RIM BOARD RAFTER MAINTAIN SILL PLATE(S) WALL SHEATHING RAFTERS VENTILATION WOOD JOIST �J , SIDEWALL FLASHING F--++ FOUNDATION - ' - � - � - � - � - � � TOP PLATE ��` BLOCKING BLOCKING FINISH WALL AND MOISTURE 2x4 LEDGER STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A - - FASCIA AND ALL WINDOWDOOR Z / 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 THE GIRDER O INSTALL 4'0" O.C. ���' SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH CONTIN. SOFFIT / EXT. PLYWOOD ~^ ON ALL OPENINGS �' PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. I--I FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE F--I INSTALL 4'0" O.C. AND SO AS TO MAINTAIN AIR 8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR CONNECT TO ON ALL OPENINGS / ACTION EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND ' ER ROOF VENTILATION / OVER BEARING WALLS AND HEADERS INSTALL 4'0" O.C. / 8" - 12" RAFTER RT20 21-1/8" x 20go. TYDOWN ANCHOR CONNECT TO SOFFITED EAVE DETAIL 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS ,' , � EACH RAFT ON ALL OPENINGS .' ,' KEEP ROOFING NAILS OUT / OF FLASHING 2ND. FLOOR WALLpp ROOFING LAPS BASE FLASHING 4 INCHES rTl BASE FLASHING WRAPS CORNERS, RAFTER W / EXTENDS UNDER SHINGLES AT RIDGE CAP OF SAME SIDES 4 INCHES AND LAPS MATERIAL AS ROOFING NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT WOOD JOIST r-" W TOP PLATE GIRDER/HEADER Q SIDE WALL FLASHING T WOOD JOIST1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC 0 a AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD AND RAKES -- PROVIDE HEMMED EDGES SO FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AS TO FORM DRAINAGE CHANNELS AND RAFTERS oc INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ^^ ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. F--I INSTALL 4'0" O.C. 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 CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER OF ROOF ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DBL. SILL PLATE O TERMITE SHIELD i CD� SUB FLOOR SILL GASKET / N WOOD JOISTS o NEOPRENE i cm m a) y CONC. SLAB GASKET �,�� 2x6 /2x8 CONTINUOUS WOOD PLATE °` n TYP. CONC. FOUNDATION A . ' o Q; DAMPPROOF EXTERIOR 6 MIL. POLY ° V� BOLTED TO STEEL BEAM WITH m o .� 6MIL POLY ON EXTERIOR V GRANULAR FILL ° I 1/2 " DIA. BOLTS 48% " o.c. STAG. O x p v V STEEL COLUMN , x o 0.; �j tit A \ i \ ° d I ° d ^ p o' C.° n C ROOF JACK 1 \� �� STEEL BEAM o y Lo D CONC. SLAB \, r a A O \,p ANCHOR BOLT EMBEDMENT:POURED CONCRETE: 7" 4" x 1/4" x 8" STEEL ° � .., V COMPACT FILL ° r BLOCK WALL: 15" ` I TOP AND BOTTOM PLATEcz � � � •o ROOFING LAPS ` V ° ° ° p A FLASHING AT WITH 1/2" x 6" ANCHOR BOLT ,n U m KEYWAY FOOTING D �1,^ ^ 4A d ` m t1) r a \ CONC. FTG. p • Q p G D' SIDES AND TOP 1/2" GROUT vcc p ANCHOR BOLT CONNECTION USE WIITH 3x3 SQUARE WASHERS N ° (USP LB PS58 OR B P583) v REINFORCING BAR O FOUNDATION 5/8" DIA. ANCHOR BOLT I i 3" STEEL COLUMN W 3 ANCHOR BOLT CONNECTION ( 10 KIPS ) DRAIN TILE p SUPPORTING MAXIMUM SPACING FLASHING LAPS SILL PLATE TO FOUNDATION ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 1 STORY 72" OC TYPICAL BEAM DETAIL SILL PLATE TO FOUNDATION STEEL BOTTOM BEARING TYPICAL CONC. FOUNDATION. APPLY PILASTERS 2 STORIES 36" OC U.)WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"xl2" CONC. FTG. CRAWL SPACE OR FOUNDATION / ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL U O I �SUBFLOOR � CONC. SLAB DOOR FRAME o� 6X6 10/10 WWM GARAGE I G JOIST N COMPACT FILL ' DOOR E� USE 2X8 STEEL BEAM �.,✓ FOR BLOCKOUT 4" SLAB W/ 6X6 WMM I I SLOPE P.T. PLATE 4"DRIVEWAY —® NOTCH JOIST AND ADJUST HEIGHT V ' p 1/2" AIRS ACE TO BEH A A NAILING PLATE I HIGHER THAN x AT END AND )` •,p ° ° s Zs ES OF WOOD o� D D D ° ° STEEL BEAM TO ALLOW FOR SHRINKAGE, GRADE ° Q a------cT-----z BEAMS - — I I n (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) Q' p p L!" Q ° Q a � �D IL— II-III-T� I �° ° ° 6X6 W.W.M. �IIL- 12" d SU 13 FLOOR MIN. D rn D D n D A'� �'o �'1 p ��NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM -1 ° o „ D I�—I •a 4 • REINFORCING BAR •. NOTCH EQUALS 1/4 DEPTH OF BEAM �111 I n D � n o � n II—II JOIST � d �- . D at REINFORCING BAR c ° i— C °' D II DRAIN TILE •I�—� a° SHEET METAL / 30# FELT UNDER BEAM AT POINT ' t,'A �° � �s � II�m STEEL BEAM 12 e e • OF CONTACT WITH CONCRETE OR CONC.. BLOCK LLTf—ITt—ITf_I I I 3„ — ll=_ " PLATE (BOLTED TO BEAM) a • TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. ° SHIMS TO LEVEL BEAM REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. DRAWN: MH/MS 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT �yt,¢..,�' SCALE: JOB BEAM POCKET . ! 10/31/2024 � �•+ � SHEET NUMBER: OF A- 1 2 REVISIONS: WIND FRAMING NOTES NAILING SCHEDULE V PLAN CONTENTS: GE *N` ERAL 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. NOTES NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTY SPACING 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 COMMO RAFTER 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: CEILING JOIST 8'WALL: 3-8d COMMON EACH DESIGN CRITERIA (UNIFORM CODE intent and framing details. They are intended as a construction aid ' not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in TO TOP PLATE 10'WALL: 4-8d COMMONJOIST 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 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 DESIGN DEAD LOAD(PSF)R301.2.2.2 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7 construction cJetails 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 UNINHABITABLE ATTICS (NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH U180 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) OVER PARTITION WFCM - SBC LAP NAIL HABITABLE ATTICS AND INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/180 2). The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: ATTICS WITH FIXED STAIRS 30 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 3.4 EACH FACE INTERIOR(LIGHT FRAME) STEEL WALLS 5 FLOORS L/360 TO RAFTER WFCM - SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 CEILINGS (PLASTER, STUCCO) 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 MASONRY WALLS (8"THICK) so studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE FIRE ESCAPES 40 CONCRETE WALLS (6"THICK) 85 CEILINGS (GYPSUM) L/240 should be adhered to even if in variance with the plan. Y P 2 - 8d COMMON GUARDS AND HANDRAILS zoo accordance with table 3.3. TO RAFTER END NAIL SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS L/240 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. 20001bs EXTERIOR WALLS (PLASTER, STUCCO) H/360 4 .WALL ASSEMBLY TO FOUNDATION: 2 - 16d COMMON PASSANGER VEHICLES 50 EXTERIOR WALLS (BRITTLE FINISHES) H/240 (DO NOT SCALE DRAWINGS). ) TO RAFTER END NAIL NON-SLEEPING ROOMS 40 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift 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 MASONY WALLS) L/600 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 -n, 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 Q 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 EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C) O spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO PER FACE NAIL specific use expressed or implied in the use of these plans. P g P P g' TOP PLATE 2 - 16d COMMON FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all Q� 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE aJ INTERSECTIONS 4- 16d COMMO EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE W or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 - 16d COMMO EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE P PP Q, 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 FIRE PROTECTION Sym.: SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. 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 TO 16d COMMON 16" O.C. FACE 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 HEADER ALONG EDGES NAIL Q in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMONPER 2x4 STUD END TRUSS DESIGN N A - STANDARD STICK FRAME CONSTRUCTION Z, 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 6).TYPE ll EXTERIOR SHEARWALL CONNECTIONS:FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO: FLOORJOIST, BAND JOIST, 2 - 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD O determine intended heights of finished floor(s) above typical grade. ) FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS E-+ 7). INTERIOR SHEARWALL CONNECTIONS: Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED l� 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES Q QTY. SPACING MODERATE SLIGHT TO 3). Provide 1l2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE 2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 17 NONE - Q concrete or masonry walls occuriing in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER 4 - 8d COMMON JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any new concrete walls being attached .c 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 SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3 5 BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5). Unless otherwise noted, all slabs on grade to be 3000 s.i.. Concrete to be 2 - 8d COMMON 4' PERIMETER EDGE ZONE 8d COMMON 6" O. . 8d COMMON 6" O.C. SEE NOTES: 1,3 g P• TO JOIST END NAIL @ @ 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: EACH TOE INTERIOR ZONE 8d COMMON 6" O. 8d COMMON 12" O.C. SEE NOTES: 1 ( BOTH FIELDS) 6" maximum lifts (layers). P P g 3 - 16d COMMON @ @ NOTE: 2 FOR PANEL FIELD anchored on to of the beam or slope connectors shall be attached to each rafter-to-ride SILL OR TOP PLATE BLOCK NAIL w 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. DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE NOTES 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 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 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 COMMON JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, 2). Girders for deck BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. f--� 8). Drainage as required by current N.Y.S. Residential Construction Code. joists to be bolted to each post with washers and nuts. 2 -16d COMMO h c SILL OR TOP PLATE FOOT Girders on concrete piers shall be anchored with proper steel connectors anchored SEE NOTE: 1 FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. F SHE 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. p a 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 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL oc Edition Wood Framing Construction Manual. „ QTY. SPACING 3). Tabulated 4 inch o.c. nails spacing assumes sheathing to rafter/truss framing members with G>0.49. For `O Use a minimum 1/2 dia x 8 long anchor bolt with washers and nuts. Footings Shall be 3 ft. P g g g - 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. Q 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 blocking at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 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•n, 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 FIELD GYPSUM 7 O.C. EDGE 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. 5d COOLERS Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all WALLBOARD 10 O.C . FIELD INTERIOR ZONE 8d COMMON @ 6 O. 8d COMMON @ 12 O.C. SEE NOTE: 3 N E 6). Concrete piers shall be a minimum 6" above grade. openings. LV'L headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: co U openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall NOTES o 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored openings between 41 and 60 and 2x6 wall openings between 5'll and 8'9. Provide fire NAIL NAIL as o, m o and blocking where applicable. to girder(s). JOINT DESCRIPTION Qom, SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. O x o U 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1). For wall sheathingwithin 4 feet of the corners, the 4 foot edge zone attachment requirements shall w 5). All flush beams/headers to be installed with heavy duty galvanized hangers and PANELS 8d COMMO WFCM - SBC be used. g q °' O0 anchors where applicable to all connecting joists. PLUMBING NOTES 7/16" OSB 6d COMMO 3" O.C. EDGE ,� 0 � � 6). Double up floor joists underwalls 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 � 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. � v n 5d COOLERS It S.- CZ on plans. WALLBOARD 10" O.C . FIELD N I~ v 2 Verify septic stem with the Engineer for Suffolk Count Health Department approval. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. o w 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/ r )• Y P • Y g Y P PP FLOOR SHEATHING: � other access openings unless otherwise noted (typical). 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL provide adequate bracing and plates to protect and secure the structure. Verify With the JOINT DESCRIPTION 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 8). Dormers running up roof rafters are to be supported by double rafters on either side P q g P P Y QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. state code and manufactures recommendation for maximum hole size and spacing permitted. 3 IN where applicable unless otherwise noted. STRUCTURAL PANELS 6" O.C. EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR ). STALL 1-Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. HVAC SYSTEM NOTES �� sd COMMON „ 1 OR LESS 12 O.C. FIELD (5.7 SQ.FT.2ND.FLOOR) H 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists MIN.44"SILL-AFF under all bearing walls. NOTES: NYS Residential Code R302.11-FIREBLOCKING REQUIRED V 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety 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. O 0 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. U) needed. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor levels.Concealed horizontal furred spaces shall also be Oreblocked at intervals not exceeding 10 N equipment supplier. feet.Batts or blankets of mineral or lass fiber shall be allowed as fireblockin m walls constructed 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 g g Fi CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. ) " q g SOIL COMPACTION: using parallel rows of studs or staggered studs. 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 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, 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. shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL NOTES' )• p g PspacescVn members shall be doubled, or alternate connectors, 3 In concealed spaces between stair stringers at the to and bottom of the run.Enclosed over subfloor as per manufacture's instructions. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S. Residential Code. 1). All electrical to be installed as per N.Y.S. Residential Construction Code. such as shear plates, shall be used to maintain load path. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and SOIL A BY"LIFTS PROF�SION). C CONTRACTOR GENCY FOR O HAVE FILL 4)flame and openings around s of vents, pips and ducts at ceiling and floor level,to resist the free passage of 2).When wall sheathing is continuous over connected p 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. members,the tabulated number of nails shall be permitted P 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. to have regular 1/2" sheetrock. All walls to be taped and finished. to be reduced tol - 16d nail per foot. I INCLUDING SUBFLOOR,IS COMPLETE. 3). All electrical work to comply with 2014 NEC. 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or 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 C torch down type material over. and R315 of IRC. lot 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G DRAWN: MH/MS be installed with a foam sill gasket and co r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WITH CAP ' 4 ' ' g P- PP glReq, •� y SCALE: AND BASES.USE WITH FLASHING CAPS TO ' ' COVER TOP ,�;. �- ° , JOB#: 10/31/2024 SHEET NUMBER: A- 13 51 r--aq REVISIONS: 0 6 - 3/4"dia X 6" LAGS w/WASHERS HSS 10"X3-1/2"X5/16" STEEL COLUMN o 0 0 0 1711X811X1" BASE PLATE E HSSIOX3-1/2X5/16 ADD ADDITIONAL ____ ___________ _= _ - -- ------- -----_ INSTALL (3) 1/4" STEEL LVL BLOCKING STEEL COLUMN BETWEEN BLOCKING OVER GIRDER JOISTS AS REQUIRED F\1�7 ,,lI_i; 15'-2" 4'-1'/z" 6'-11" 4'-1 1/z" _T_ EXIST. FJ EXIST. FJ ° EXIST. FJ ;-_ : _ _=- ,_ _- -__ _. _.: ___________________! 3'-2" " cn DEMO EXISTING DECK Z INSTALL 1-3/4X---20" LVL (VIF) ° AND PORCH AS REQUIRED !_—_—_ T.—. .—_— .— .— .— — — D O 1/4 STEEL PLATE MATCH WIDTH EXIST. GIRDER 1 EACH SIDE OF BLOCKING, ! )Izxs ale \______Foundation vent----- -- ON GIRDER AND 1/4" STEEL PLATES OF JOIST CAVITY (---12"). VERIFY ! 1 -- .aa+_P= —` DEPTH IN FIELD. CUT BLOCKING 1/4" STEEL PLATE TO ! _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ r---------------- --- DOWN 1 ^,' EXTERIOR WALL FOR PLATE, BOLTS AND ADD TO LVL BLOCKING !^ - - \\n 'b,` [j] INSTALL NEW 12"dia.CONC. PIER m J .6•' .1 j m EXISTING (2) 11-7/8 WASHERS TO BE FLUSH WITH TOP OVER EXISTING GIRDER , LVL GIRDER OF SUBFLOOR, FOR FINISHED THRU-BOLT w/ 3/8" BOLTS w/2'x2'x1'FTG.3'BELOW GRADE _ - H 6X6 POST,ABOVE GRADE INSTALL+2X6 ACQ SELL PLATE rr I °1 ti --- --Fk+^,T!`.Ir,e FLOORING TO BE INSTALLED OVER w/WASHERS AND NUTS I (ANNCHORED)TO GIRDER ;' OVER TERMITE SHIELD AND t SILL SEAL OVER I ° 8"PC WALLS,DAMPPROOF C 16"X X8"FTG w/(2)-f 5 REBAR---- C INTERIOR SIDE VIEW INTERIOR FRONT VIEW ° MIN.3'BELOW GRADE ON I n UNDISTURBED SOIL. o I , � I I I , •p I COLUMN DETAIL - -' - --- - " � II :I i EXISTING DECK ;; , � ;_ 2X10 FJ la?16°oc ,, I SCALE: 1/2" = 1'-0" II I° a. PROPOSED ( o o ►�� CRAWLSPACE I N Q *2 — , i 12"OC` I` ° REPLACE EXISTING GIRDER - NEW 2 2X8 AC FLUSH 4 . (2)1-3/ X9 1/4 ML(FLUSH);tV ^' 1[ 1/1 M' IBC"O7 Ilf STFF! C(,`iE! !o n o I o EXISTING I > I I _ f I _ POReH FL EL OIL TANK _ _ - 1 :.¢stiri, F'I1C)n.Jl4-ll l�r_r.r�1 l�Ta\.l t'.EI�L/`.�'.E rj.A 11 iN ,V../,t1!I.5 T 0 PE 1\C�N', �VLD L-�o #5 BARS WERfF'v`�.ti"T 12"OC e - --------------------------------- - _-- ---------t2'� 6X24 ACCESS �' z I " 1 OTANK i O w O OFTNER 2X6 ACQ SILL PLATE R St r r z_ r < a r'� k 'T,- -6 1 1 ��� ` I`. I I a X J;> .S - !_ ��a.is �., i f COPPER COATED TERMITE SHIELD ;i' __-_.-----_---_ _.--__-_. -- " i L.°'.�1 i SK_11-,OF L -A 1 1.�'•: PP.F'.R.i LA; SILL SEAL - �:'3'_t.),, , , I ►`' I� F^� C- h SkTJv1P 1 #5 REBAR MATCH EXISTING ^' 'O �/ EX. UTILITY '\ (8"MIN.) ROOM ANCHOR BOLT (SEE ANCHOR BOLT DETAIL) o ' ; + '' " E i Q P-4 Q �F7GRADE TO SLOPE ; �1 8" o AWAY FROM BLDG. " e ii +-a f 0t 00 POURED CONCRETEp ' *" It i I I -'r- -----+ , FOUNDATION WALL Q r_ f '- INSTALLAi2H B/8"STEEL OLT r- PLATE 11 I r i r I I i tHRU ° ASPHALTUM DAMPROOFING -�' e ' ' ,r,-�-�, EACH SIDE OF GGiD OC O ' MEMBRANE TO GRADE , , ----; , ----; ;"_ I I Q - - ------- PROVIDE - � . o V 2X4KEY ,� �, I s � -------- � ; `----- r. .__ � '�� �� �� � 7�/z" f I 1 17 ;1 II II I II O 7 %F,N, r�r. 2\4 1 I I I 1 ____ REPLACE EXISTING COLUMN AND I 2"THICK Q :��' .�'- _ ,� _ f� ,� � , � „ FOOTING WITH HSS 4-1/2X4-1/2X1/4 1 I CONCRETE SLAB o ° D _ ,-- _ __® ; 11 I u , ----.-® i 1.: -- _ - - -----_c�_='- _'-=_____�_��_ -----�-- '"�' - TUBE STEEL OVER 4'6"X4'-6"X1'FTG, i I EX:& RAGE- -" _DE________ -_ _ _ , JUN 1 2U25 t p Q 8" e rn !`* r g - - 1- ,----- , , I I REINFORCED w/(4)#5 REBAR E.W. 1 I J X11 °E 11.)f_AC, t;`::C7r C7:,STi� '' ---- - II ✓✓✓I o • --- --_-- tiii � ) ivi'iCJE A,TEf'.Ci; GU"lNC,SI`,.9 S ;�t �:?/"' - t----�--------C: 1 `----- `---- --�, „ ❑' O I � O v' N I; 1 c; yt PC 1 P /- _(. ;DP,Wr._ I ---------- CIO II (C�i1 r,[,;T,i INy?ALt_Prn e'rGF _,P f_iE.i?A.`I',_, (l4 t ,' 1 " -Art S�iC? n •p P?i^Pl. O 4"COARSE SAND /' ,, / l f� ✓ . i M1 I I lfin Of S v 1 `._ T-` /`� ,�`` x= -_--- `-------- �� EX. MECHANICAL STORAGE m OR GRAVEL #5 REBAR ` N - COMPACTED r Stu 3" - C: ; �k ` b 'a n i i m r+ it 16" u, j s a _ I1 O /C In :. e 1 ------ �i I X O It CLEAN FILL , - , EXISTING BASEMENT _______ „ , L(z x -------- " . EXISTING I ----- - _a' " ------ . .� I 11 PORCH ! o v W` I I I O M �'- 11 I «Ila U CRAWLSPACE WALL DETAIL r ,� `� , } , �,, , , , , , , , I U ^ 011 I� ( II t 't [ I l `J,_,,,r"..,�. ktI N SCALE: 3/4 - 1 -0 - --- -- �' ' ` " '- _ - 2� '`\7' 1 » I ' -- - ----_-, ------ ------- --- - ------ -----_ -----———-..,t. .T, —t.. ,._— --. - ..4+...... _ a fi P,. .'LACE EX!"I HEADER 1/4 A W' W I I B A i EXISTING PORCH i O i i d I I T- •J I�p�g�, I I PROPOSED FOUNDATION PLAN E PROJECT-NORTH = -___- x N --- ---------- -- - - SCALE: 1/4"-= 1'-0" E DRAWN: MH/MS SCALE: JOB#: 6/9/2025 SHEET NUMBER: A-6 d Q a Pa