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Home My WebLink About46671-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#: 46671 Date: 8/10/2021 Permission is hereby granted to: Brown, Nadia 52 Pamela Rd __ ____..... ____. ........www._ ___...____...... Cortland Manor, NY 10567 To: Construct new single family dwelling as applied for, per SCHD approval. At premises located at: 1525 Greenwa E SCTM # 47588.9 .,,,,,,,,_.......,,v..,,..,,�..._........... ........... . .......... Sec/Block/Lot# 15.-1-12 Pursuant to application dated 5/7/2021 and approved by the Building Inspector. To expire on 2/9/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,609.20 CO-NEW DWELLING $50.00 Total: $2,659.20 Building Inspector Town Hal)Annex 54375 Main Road P. 0. Box 1179 Southold,NY 11971-0959 . ..nm rl� l V�) Telephone� 3)� 7 S�la2 Fax � 3�� 7 5�9 a Date ReceNed Al"PLICA I ION Milt i BIL DPFJG " I For Office use OnIy i s _._._ ..__. AWS 2021 PER�tIIT�ICl .......... .. ... buuld�n Brema�,.______.____ Applications and forms must be filled out in their entirety.Incomplete , applications will not a accepted, ere the Applicant is not the ner,an � � ]r applications Owner's Authorization form(Fuge 2)shall be completed. Cate:5/5/21 OWNER(S)EDF PROPERTY: Larne:Christopher °...Nadia..._Brown Physical Address: 1525 GreenwayOrient NY 11957 Phone#: 17® Email: riot® r° r it° Mailing Address:1525 Greenway East, Orient NY 11957 CONTACTPERSON: Name'Constantine Rigas Mailing Address: C g Orient 7 Phone# 917-509-8751 _J.,._. Email:C@rigasco.com DESIGN PROFESSIONALINFORMATION: Name:Joseph Fischetti P.E. Mailing Address:1725 t 11971 .�., ,...�.��. _.�...,.�____. ... ,,, �-m-a-i Phone#:631-765-2954 �_.. fisc I, CONTRACTOR INFORMATION, Mailing Address:22260 Maing Orient NY 11957 Phone#:917-509-8751 Email:C@rigasco.com DESCRIPTION OF PROPSCONSTRUCTION *flew Structure ❑Addition ❑Alteration ❑Repair ❑Demorlition _ Estimated Coast of Project: ❑other, __ww�_._..�..w _www_... ......._m....wwwm_.__. _. 400000 _ww_ .w......._. _ .....M.M.M Will the lot be re-graded? ❑Yes *No Will excess fill be removed from remises? *Yes ❑No 1 F�L* .. .. ...._....wP P I FCS ATIOtin use cif prr�pertys Intended use cif prc�pe i 1 ite or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? Yes _.. No IF YES,PROVIDE A COPY. Check Box After Reading: The® r/cor�tractr�r/desfd�n professionalis responsible for If drainage and strsrrrs water issues as provlded by Chapter 6 of the Town e, PU -nO IS HEREBY MACRE to the Building Department for the issuance of a Building Kermit 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 bulldin s)for necessary inspection&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(prin name): � ,t"� AuthorizeAgent ElOwner Signature of Applicant: Date: i STATE OF NEW'YORK) COUNTY OF w,., being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)aa named, (S)he is the _ c�nt�rac4'I.�I" ,ermt�,t�i�lporal`:eOfficer, etc.) the said work and t®make and file this.. (C � r of said owner or owners,and is dulyauthorised to rf&in Cil have performed 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 . f day oi�_..� __ . _w"w_.._.........� 2t3. �A. iotas Public TRACE"TRACEY f,. DVVYER NOTARY PUi'WC, rA I'E OF NON YORK 111 Y .II I .. ...l. lP4, � G .,".. H. . .. I Z.,� U °� P� r1 rtj��i f)i) TLA� F� Ii :�i�� CXX COUNTY (Wherethelicant is not the owner ) CS SEE A T1A(1H 4'1) AtJTI-IfORVI'I71(' '� 2 I)RAZ A"I"1(.Y'fig (V )'en. the "qJpVIF,.aw I" llotic t'iv�ner) �:T dr,r Cons(comm, to on r�kr�� IIehaffo fhc, Buzkfirlg — y 9lii T s of°l'Vu.':'�� '.CAM—EM W,-y M FM Mo� C.1— E SMNItPRy SYSTEMLoC former nov,4 or formerly TheoFonle her Lowery (Y r- -conl(AOS b rvooreio chrl9tOP Na.1000 to Charlene LOVW9 SrTtl 50TM j000-t5-0�-20 Lot 45 "Green Aane�'It Orient" 'k 13a. I o z faD WELU lAs °Green Acres -Ot at orl iVROPDSV�o i DRtVEWA'l QF,, C, — kp —4652- 5, --- , "I C, co 41� pRopoS'tD GAL f �ANITARYN' naw or formerlyformerly� lsysiM�11 gocjer Pane 9.84 tp 9,35 64 �000-j5 srTM K- EVExcn eras 8-DIA. 0 8!E.D. EXCAVATM WSPEOWN FOR SAWTARY 0 IDEPARTMEW 41 'Ppr4i)X.LOC. o SAMT. SYSTEM. , C) T. I APrRw,Lo,-oF ,&r"5 Cq SpKIIAR'�sysTEH ,rocr o or Trvj�t Zo nov4 or formerly 9, lU noVA , R at tS Nevljetll a.t000-t5- olonla • �,,,O,sk,.,),O, 5"M No,t000-�5-01-tg, 'o WELL DRAINAGE INLET =MONUMENT 5ET a = MONUMENT FOUND STAKE 5ET A -STAKE FOUND (4to —1, —1" (4's- On (M Inees 1—..1 *4adm400 Ostrander Avenue,Riverhead,New York llqol in®you ngeng Ineering.com tel.(251.72T.2505 fox.651.-T27.0144 ouq Howard IN.Young,Land Surveyor Thomas C.Nolport,Professional Engineer Douglas E,Adorns,Professional Engineer Robert C.Test,Architect Robert 5tromskI,Archltoat Ao '-oC of SANI9'AI11 S naw or formoriy HEALTH DEPARTMENT USE j=otini Fran SOPO" t000-15-02..6 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES PERMIT FOR APPROVAL OF CONSTRUCTION FOR A SINGLE FAMILY RESmal ONLY DATE 1272.1 Re �N L APPROVED A11ROX loC ()F FOR AXINUM OF90ROOMS EXPIRES THREE YEARS FROM DATE OF APPROVAL MON or &oorgo NaiktdisAPPROVED IN ACCORDANCE WITH 0ORD OF s �rond`aaa-i REVIEW DETERMINATION DATED lkldls cm'i No SEE ATTACHED SPECIAL CONWM" GRADING PLAN ANI)/Opt PLOY PLAM 5URVEYOR'S CERTIFIaATION AE HEREBY CERTIFY TO ROBERT LADUCA THAT TH15 novi F'rmorkq SURVEY AIA5 PREPARED IN ACCORDANCE K7H THE CODE or , 5ISht AISOC- inC" Pr<ArTlCtr-'0,R.LANLANs)SUfwr-YS ADOPTED DY THE STATE taetty,�, A550CIA71ON OF PROFESSIONAL LAND R\/EYOP5. :aCTM Na.1000-15-02-5 SAU r OF NEW W A'� A", 0 �1,3,'a"11� c) Pl 0 HOWARD W.YOUNG,K .5.L.S:NO�45�1 SURVEY FOR Pzoer-RT LOT 46 "GREEN AGR �Af �RIE ° t at Ov4 Orient, Tonof5ou"�o " Suffolk County, New York BUILDING PERMIT SURVEY County Tax Mop District 1000 Section 15 Block 01 Let 12 FIELD SURVEY COMPLETED JULY 50,20115 MAP PREPARED FEB.22,20f9 Record & Revisions REVISION DATE SITE DATA -------- ...................—__---NOV-21.20t9 ...................................... -- ----- 2a 2o2a AREA = 20,58-1 50. FT. -Mr;N2C-P-BWL2JN$JTJgt!IiT-DSA-,.,.._._._....._.__.__................. .20 2021 5UBDI\/61ON- "6REEN ACRES AT ORIENT"FILED IN THE OFFICE ADDRESSED 5C,,Pbe-N01(,,6#S..-- ..........I.UM-01,202 OF THE CLERK OF SUFFOLK COUNTY ON APR.15,1962 AS FILE NO. ............. .............................. ....................... .................. 5540� ...............-........... .................. ....................... '---...........-....................... VERTICAL DATUM = N.A.V.DATUM(11155) 40 p 20 40 ao 12 SUBJECT PARCEL 15 IN ZONE X-SEE FLOOD IN5URANr-E RATE AP PANEL NO.5610560069 H LAST DATED 5EF`7.25,2009. 5aolei I" = 40' JOE,NO.2020-0010 2015-0142i:pr4 I OF 2 ___ - - . /0w-A57-: I_ o-:i, tZ7, 5e1'�� tt%�-7 �>1/C)lZt _ . .... ___... ......._ ._... ...n.,........ ..a . ....._ . .I...... _ n ... . 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C: ------- PROFESSIONAL ENGINEER 93'-311 25'40%." ------------------------ 1 I lo ------------------------- CIP 32x20 window 1 CIP 32x20 window ................ .. ............. .. ........ .............. ..... ......... .. ....... ....... ......... .. ...... .. .. ...... .. ......... .. ..... .. .. .. ... ..... ........ .. ... .... .. .. ...... ....... % ,,1 1, A % (7 d J ... .... .. .. ................. ......-....... ......... ............... If 11 rn PORCH 4"CONCRETE SAB,REINFORCED wl 6X6 10/10 WMM 11-7/8_17.115iiI ALL FILL BENEATH CONCRETE SLABS TO BE WOOD-1 FJ @1q"OC OP 1 "0 COMPACTED TO 95%RELATIVE DENSITY ASTM D-689.COMPACTION TEST AS NECESSARY Fn -k (3)1--'314X A 7/7/21 U PYI-SAX9-172ML GIRDER . .. ...... .. ........ . .... .......... .. P ... 11'-8Y2" 18'-5" T-4%" 7'-4%" o -o 0 0 0 x N 1 0 ro �o Ln oo 8f-3Y2.11 21'-10" U oo X mU ....... �D LALLY�OLUMN 1525 Greenway East < 2'X21X1'FTG C) 0 (.Yyp) ------- Orient NY 11957 3 G o 1-3/4X9-1/2 ML IRD Lo 0 3/4X9 1/2 ML GIRDE� _01 *�,:W I*-*- _A:004-00.4�.:.,wow#"". 1— ................. .. ........ . .......... .............. X I oo (y) _0 0 < GARAGE 4"CONC.SLAB,REINFORCED w/PX6 10/10 WELDED WIRE FABRIC oo U Ln P OVER 2"(MIN)SAND ON 6"GRAVEL.SLOPE TOP OF SLAB TO OVERHEAD DOOR(S)FOR DRAIOAGE,1/8":12"(MIN).NOTCH 2" Ln 61-23/4" 61-311 61-311 61-311 7f-011 71-OYs" 7'-0" T-7 71-6Y811 DOWN AT DOOR OPENINGS.#5 VERTICLE REBARTO BE I bD INSTALLED AT WALL @ 16"OC,INTO SLAB AND DOOR APRON. t LU 4- < 0 0 zo C: U ---------- E L ir -3/4X9-1/2 ML GIRDER' t __j3)1-3/4X9-1/2MLGIR�ER (3)1-3/4X9-1/2 ML G1R1 ER Ln > J3-)1 .......... __k.. 40.0-*- 4, jo-o-k-c 4 v.*.No a I.......................... ............ ........... ------- ............................. U ................................... ....... 4"STEEL COLUMN ------ ------ v COLUMN NEW HOME 0 1 u- v142yX42"X12"FTG L�CL� dLj�N 0 _w-44 13AR EACH WAY 2'X2'X1'FTG 3: c) < U ID (TYP) Ln co Ln 5L_ r, 5 (3) C) m L) 731 ti oo < ro oo < ....... ---------- ----------- ; : A. 77 T ----------- PROJECT TEAM: .......... ...... .......... . 7 77, ... ................... .......... .................. ............ ........ ........... Designer/Builder STOOP, 4"CONCRETE SAB,REINFORCED w/' 91-OY411 91-41f 11" 91-411 6X6 10/10WMM ALLFILLBENEATH, CONCRETE SLABS TO BE COMPACTED 0 LATIVE DE�NSITY ASTM TO 95%RE Ln D-689.COMPACTION TESTAS NECESSARIGAS CO , 22260 main road, orient ny 11957 631 323 8022 ---------------- ---------- c@rigasco.com 14'-6%" o 81-0" 14'-6%" --- ----------- 251-511 1 371-0Y21' 30'-9Y2" Engineer 931-311 Joseph Fischetti, P.E. 1725 Hobart Road, Southold NY 11971 631 765 2954 1).8"THICK POURED CONCRETE FOUNDATION,3000 psi.HEIGHT AT 8'-0". S).PROVIDE 5/8"DIA.ANCHOR BOLTS AT 3'4'O.C.AND W/I V-O"OF CORNERS, EXTERIOR OF FOUNDATION TO BE DAMPPROOFED AS PER N.Y.S. INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS TO HAVE A RESIDENTIAL CODE WITH A BITUMINOUS COATING. MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT TO FOUNDATIONPLAN2).FOUNDATION TO HAVE 161X8"CONCRETE(2X4)KEYWAY IN FOOTING. BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT J U L 2 2 2021 FOOTINGS TO HAVE 2-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON 6).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE SCALE : 1/4" V-0 UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). BLOCKING AT 8'-0"O.C.(MAX.)AND MIDSPAN. Scale as Noted 3).FOUNDATION SLAB TO BE 4"THICK,3000psi CONCRETE ON COMPACTED FILL. 7).PER R302.13 CODE,NEW FLOOR JOISTS AT BASEMENTS ONLY(NOT CRAWL INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING SPACES):UNLESS USING 2X DIMENSIONAL LUMBER OR MICROLAM JOISTS, WALLS. 1/2"SHEETROCK MUST BE INSTALLED ON UNDERSIDE OF JOISTS(WOOD-[ JOISTS OR STEEL JOISTS).TJI FLAK JACKETTO BE USED IN PLACE OF STANDARD 4).PROVIDE 2X6 ACQ SILL PLATE UNLESS OTHERWISE NOTED.SILL PLATES TJI WOOD-Is FOR EXCEPTION TO CODE REQUIREMENT(NO SHEETROCK). TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR FIBERGLASS SILL GASKET 8).FILL VOID,BETWEEN JOISTS,AT POINT LOCATIONS. 9).INSTALL SMOKE CO DETECTOR PER CODE. A� 0 A OF :P IC 0. 25 A S S\ Iff AS G 41, RIGAS DESIGN/BUILD 93'-2'/:" 3 ————— 3 -� ------- 3 -� --------; Joseph Fischetti, P.E. 25'-10i„ 20'-6Y" 46'-93/" 1 1 ' , 10 1 ' 1 9'-O"10 8'40%" 4'-3%" 10'-63/" 9-11Y 8-04 38'-9" ' PROFESSIONAL ENGINEER 1 1 1 ' ------------ ----------- ---------------------- 0045 --------- ------------------- ---------0(145 SIM.D.HUNG CX 145 SIM.:D.HUNG CX 145 SIM.D.HUNG WOH24210 WDHZ4230 WDH24210 ' 1 — 3-2x10 3-2x40 3-2x10 3-2X10 3-2X10 1 - 1 1 , , _ • PORCH E4 ° a ; O , p , 1 N l0 fV Z 1 1 lt m 1 N _ O D , FWG120611-4 SAAS = MASTER 1 _ 1 Od o ' T ---- - --- - BATH 3 1-3 4X11-7 8 MLW/(2y N o (2)1-3/4X11-7/8 ML W/5/8'STEEL FLUSH BEAM ( ) / / ;1'STEEL FLUSH BEAM ; MASTER SUITE ^� " 8/2/21 Ln o ^ / �] 20-il% 1 15'-l%" 11-0 0000 ; x ' to i0 N KITCHEN STOOP 0 Ilk ' 0 I 5 MIN.FIRE RATED DOOR x ' 2-1'/<" 1 UO • STEEL JAMB,SC HINGES n 1 � 3%" 3%" a �. 2'-6" 1 ' _ 3 3 1525 GreenwayEast ' N ID LIVING ROOM ' � 1 1 N O in b WIC WALK-IN N CLOSET ; 0 00 °,1° cc v - (3)1-3/4X11-7/8 ML w/(4)3/8'STEEL FLUSH BEAM - _ o Orient N Y 11957 --- ------------- Ln P ' - O O 00 4 ' O _ ' `------------------�---- .� t0 O O 10'-3/2„ m• MUDROOM LL o ; GARAGE .� 2'-r I 1 0 r "' N Cr N HALL L L= ;:z 00x ' N ' a--I • , 1 t2'-6- co 3'-9 '-5Y' �2'-0" 6'-2%" 11'-10" ; 15'-2'/" "22-0 3%" M 3%" `D3%" --------------- ------------------ p ; \ (2 9-1/2 ML HDR o , 3-0' -- --t3r7:3/4X1T-T/8 M Wt(2 1/2'STEEL FLUSH BEAM GUESTSUITE m _ NEW HOME ,12'-6• - , x 1 O ' U 00 `o HALF o m o� BATH • 1 '" LAUNDRY ROOMO0GUEST ---- ----- - DINING��11BATH ' o m (2S 8- -13'-`Y" ; ip 5'-6" 0 5'-6% m 32x10 3-2x10 1 3-2x1 3-2x10 , in n l , Ln 3-2x102) -3/4X9-1/2 ML 1' "-' ' "-' ; ( ; ; (2)1-3/4X9-1/2 ML O(145 SIM.D.HUNG IX 145 SIM.D.HUNG ; O(145 SIM.D.HUNG CX 145 SIM.D.HUNG ENTRY WDH2646 ' , ' 3-2X10 3-2x10 1'-0' -��ML . 1'-0' 3-2X10 3-2X10 ; in PROJECT TEAM: 1 , , Ini ' WDH2646 WDH2646 ' WDH2646 WDH2646 ' 3'-0" ' ' Designer/Builder 1 , , 1 , 1 , , , , 1 STOOP ; RIGAS CO 1 , , 4'-711/16" 5'-8" 5'j7Y4" 5'-83/16- 3'-9%s' 7'-11%" 10'-6%" 10'-5Y" 8'-0'/," T-Ma" 5'-5%" 9'-o" 2'-'" 9'-0" '-6' " 22260 main road, orient ny 11957 1 1 1 25'-ha" 37'-0%" 30'-9" 631 323 8022 ; -------------- ---------- ' c@rigasco.com 93'-2'/:" 1 , 1 1 1 1 , Engineer 1 1 , 1 , 1 1 1 Joseph Fischetti, P.E. C --------• 1725 Hobart Road, Southold NY 11971 3 --------- 3 .� --------• 3 631765 2954 1ST. F LO 0 R PLAN +' S 1)-USE 3/4'T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH 8).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS +�, r,4 RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, • !,,+ ,. { MANUFACTURE'S INSTRUCTIONS. vFRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. SCALE: 1/4" = 1'-0" 4A PER CODE. /Q' '^ " + e' 2)-PLATE HEIGHT AT 9'-0"UNLESS OTHERWISE NOTED. J ' � � t. 'i9).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE 3).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C. APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING a 1 HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 4).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. Scale as Noted 10).INSULATATION UNLESS OTHERWISE NOTED:CEILING/ROOF:R30,EXT. 5 + r 5).EXTERIOR UNDERLAYMENTTO BE HENRY BLUESKIN VP100 SELF-ADHEARED WALLS:R19,FLOOR:R30. ' C+*: r'.+� WATER RESISTIVE AIR BARRIER.OVERLAP 3"m1n.VERTICALLY, 2"min. HORIZONTALLY(WITH TWF AIR BARRIER FLASHING).INSTALL PER 11).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEETROCK. INSTRUCTIONS AND SPECIFICATIONS PER MANUFACTURE.www.henry.com BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT SHEETROCK.USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE 6).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE AND UNDER AREAS. ALL BATHS_PROVIDE BLOCKING AT 8'-0"O.C.AND MIDSPAN. 12).INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. 7).PROVIDE 3-2X10 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR MICROLAM HEADERS. AUt1 2021 A4 RIGAS DESIGN/BUILD 3 ----- ------- Joseph Fischetti, P.E. 1 1 1 1 1 / 1 1 1 PROFESSIONAL ENGINEER ' 1 37'-034" [7-0 PLT HT) 1 , 1 1 , 1 � 1 ' 5'-3Y" 6'-8" 6'-7%" 6'-7" 6'-8"' 5'-3" t 1 1 1 1 1 1 , 1 / , — — — — — — — — — — — — — — — — — — —1_ _ — — — — _ _ _ _ _ _ - --------- ------ _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J _ — — — — — — — — — — — — — — — , _ II I CX14 CX14 CX14 I CX14 ; CX14 SIM.D.HUNG SIM.D.HUNG SIM.D.HUNG SIM.D.HUNG 1 SIM.D.HUNG I I I I 3-2x8 3-2x8 3-2x8 3-2x8 ; 3-2x8 i 8/2/21 ; { I I I I BATH ; ' II - - - - - - - - - - - I , - - - - - - - - - - - 15'-2Yz" 6'-0" ' f SLOPED 1 SLOPED 1 CEILING I , 11 ' CEILING ------- ---------------------------------- - ------- ------- ---------�------------- ' ; f 1 I 1 1 1 IC? L - - - - - - - - - - - - - - - ' - I I BEDROOM No.3 _ ' I 1525 Greenway East 1 L I I I LOFT a 1 I ' U 9 : 6'-3Y:" , Orient NY 11957 I II Iv o ! 1 I I ! I I I oo u Q g �o 3'4" oo L _ _ _ _ _ _ _ J L — _ _ — _ — _ — — _ �. — _ J O e" _. 1 t �_ l ''n __------ --------- N I 1 o � i-�n J L _ — — — — — — — — — - , Q 1 I 00 f ! I I I ! I I 3'h RAILING PER CODE ----------SLOPED-----------TM - - - - - - - - ----- ___ ________+ __==__l-------------SLOPED------ : I ! I I I I I I CEILING ; o OFFICE/DEN CEILING NEW HOME : o ' , C3 ' I I I I ! I Light/glazing required=11.84sf 1 I I I I __ ' ____ Light/glazing provided=12.42sf Ventilation required=5.92sf Ventilation provided=12A2sf ' — 1_ J L _ _ _ _ — J L _ 3-2x8 3-2x8 3-2x8 1 3-2x8 3-2x8 L — %I j — — — — — — — — — — — — — — — — - — — — — - — — — — — — — — — — _ L — — — — — — — — — — — — — — — —1— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Y' — — — — — — — — — — — — -- — — — J A31 A31 A31 ; A31 A31 1 1 1 i i 1 1 PROJECT TEAM: 1 01 1 1 1 , 1 1 , 1 - 6'T/B" 5'-115/" 5'41%- 5'-10" 5'-11%" 6' %8" ' -7Designer Builder 1 3T-034" 16-0 PLT HT] RIGAS CO 22260 main road orient ny 11957 1 1 1 f 631323 8022 c@rigasco.com IL 1 , , Engineer 1 1 1 1 1 1 1 1 ,a Joseph Fischettic ; , P.E. --------- ------- 1725 Hobart Road,Southotd NY 11971 3 � --------• 3 � 3 �1 631765 2954 1).USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH 7).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, MANUFACTURE'S INSTRUCTIONS_ FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. 2ND. FLOOR PLAN2).SEE FLOOR PLAN FOR PLATE HEIGHTS.CEILING AT 11'-0'. PER CODE. 1ALLOPENINGS TO HAVE SCALE: 1/4" V�O" 3).EXTERIOR WAILS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16'O.C. 8) APPUCAEBLE PROVIDE DEBRI-PROTECTION PANELS UPGRADES WHERE HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. Scale a s Noted 4).EXTERIOR SHEATHING TO BE 1/2'THICK FIR CDX PLYWOOD. 9).INSULATATION UNLESS OTHERWISE NOTED:CEILING/ROOF:R30,EXT, 5).EXTERIOR UNDERLAYMENTTO BE HENRY BLUESKIN VP100 SELF-ADHEARED WALLS:R19,FLOOR:R30. WATER RESISTIVE AIR BARRIER.OVERLAP 3"min.VERTICALLY, 2"min. HORIZONTALLY(WITH TWF AIR BARRIER FLASHING).INSTALL PER 10).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEETROCK. INSTRUCTIONS AND SPECIFICATIONS PER MANUFACTURE.www.henry.com BATHROOMS TO BE INSTALLED WITH MOISTURE-RESfSTANT SHEETROCK.USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE 6).PROVIDE 3-2X8 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS AREAS. UNLESS OTHERWISE NOTED. 11).INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. 11-7/8 ML RIGAS RIDGE 12 ____--- 2X6 CT@48"OC ____ 6� DESIGN /BUILD 2X70 RR �760 C 2X8 CJ @ 16"OC m 12"OH (TYP) Joseph Fischetti, P. . PROFESSIONAL ENGINEER 0 T 3/4"SUBFLOOR 11-7/8 TJ1560 WOOD-1 FJ @16"OC (3)1-3/4X9-1/2 - • MLGIRDER b.4 b ►b •4. BUTTRESS BUTTRESS.•►.• 8"PC WALL a:b.: _ 5/4/21 DAMPPROOF • �e; O LALLYCOLUMN ►. eo b•yb• b•�b w .1ti I .Y.1 4"CONC.SLAB ;►e - - - - — - - — - - - - — - — - — - — - — - — — 16"X8"FTG '•p- (2)#4 CONTINUOUS BAR 2'X2'X1'FTG 11-7/8 ML RIDGE 12 2X6 CT 48"OC 12 ---- - CROSS SECTION A 1525 Greenway East ____ /l 6�@16°` �6 3 0 SCALE : 1/4" _ '- Orient NY 11957 1 " (3)11-7/8 ML w/ (2)3/8"STEEL 2X8 CJ @16"OC 2X8 C1 @16"OC 12"OH m (TYP) (2)1-3/4X18 5/8"TYPE-X FIRERATED SHEETROCK ML RIDGE NEW HOME ON WALLS AND CEILING TO CODE p 12 2X6 ACQSILL PLATE 12 _ 2X8 CJ @16"OC 8 TERMITE SHIELD — - - SILL SEAL 9 Off' 4"CONC.SLAB,REINFORCED w/10/10 6X6 WMM 8"PC WALL b OVER COMPACTED FILL(TYP) b - (TYP) r 9 PROJECT TEAM: c1 16"X8"FTG •-+ (2)#4 CONT BAR Designer/Builder CROSS SECTION C `D 12 ` 12 3 SCALE: 1/4" = 1'-0" 5 Zx1o��@16° zxloRR a6 RIGAS CO I I Lj 3/4"SUBFLOOR 11-7/8 TJ1560 @ 12"OC 11-7/8TJIS60 WOOD-IFJ@16"OC `=-- 22260 main road orient ny 11957 "� 2X8 C1 @16"O � (311-7/8ML w/ — - - 631 323 8022 (2)1/2"STEEL (3)1-3/4X11-7/8 ML w/(2)1"STEEL c@rigasco.com Engineer Joseph Fischetti, P.E. aoUUOU 1725 Hobart Road, Southold NY 11971 CONC.STOOP 3/4"SUBFLOOR (TYPICAL) 631 765 2954 — - - • •• 11-7/8 TJ1560 WOOD-1 FJ @16"OC COMPACTEDA Of — - - . : CLEAN FILL : b: 6"ACQ SILL PLATE 0• . 0° . �[ (3)9-1/2 ML (3)9-1/2 ML °[ Q5\S '':�'':,-'' b� b• GIRDER GIRDER TERMITE SHIELD CO 7» .. .. .. 1 SILL SEAL(TYP) °.[ LALLY LALLY •,[ 8"PC WALL p COLUMN COLUMN d DAMPPROOFs Scale as Noted .1 •1 e 4"CONC.SLAB e• •. • •. . •. . .. . .. A. . .. . .. ♦ .. y:•o ^.•d• 2'X2'Xl' ^•.d, — - - •° �� •`�••' CONC.FTG ' 16"X8' CONC.FTG 42"X42"X12"FTG (6)#4 BAR EW (2)#4 CONTINUOUS BAR CROSS SECTION B 3 SCALE : 1/4" = 1'-0" RIGAS , .. Gee t Software DESIGN /BUILD Compliance Certificate Project GREENWAY HOUSE Joseph Fisehetti, ice. E. Energy Code: 2018 IECC Location: Southold, New York PROFESSIONAL ENGINEER Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: :3,108 ft2 Glazing Area 12% Climate Zone: i3 (5572 HDD) Permit Date: Permit Number: 2" Construction Site: Owner/Agent: Designer/Contractor: " 2" GREENWAY I I ORIENT, NEW YORK 2" o OO OO 2" o ® 0 0 0 2.. No\\\\�\r\\y�\\\rr'�.\,� �> .,.>: <*<»c.<.f..r oma: : .�.....,a.. .".y\�p��o\ ��. �_ >v. \�\\� .�\ — RROPM1 \r.r r�r \r\r\O� ��\orr r \��\ mom r r 5/4/21 Compliance: 6.8% Better Than Code Maximum UA: 483 Your UA: 450 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. O ® © O O Envelope Assemblies FASTENER TYPE: SPACING: 7"7t• �Y v • 3.3v.N• 'f . yNo.8 WOOD SCREW fro� �^•!� f• Z s 'l9.' Ira .. R WITH 16"OC S➢'i.i ��..' :.jR I BASED ANCHOR `s f a• 2in. EMBEDMENT LENGTH co 9 co Ceiling 1: Flat Ceiling or Scissor Truss 1,128 30.0 0.0 0.035 39 No. 10 WOOD-SCREWS o 0 BASED ANCHOR WITH 16"OC Ceiling: Cathedral Ceiling 1,128 30.0 0.0 0.034 38 2in. EMBEDMENT LENGTH Wall: Wood Frame, 16" o.c. 1,960 19.0 0.0 0.060 100 1/4in.dia. LAGSCREW - --_-- -- 1525 Greenway East BASED ANCHOR WITH 16"OC ENTRY: Solid Door(under 50%glazing) 35 0.280 10 2in. EMBEDMENT LENGTH Orient NY 11957 SLDR DOOR: Glass Door(over 50% glazing) 81 0.300 24 SHGC: 0.28 o DHUNGS: Wood Frame 185 0.300 56 i SHEATHING SHGC: 0.30 3/4"APA PLYWOOD 1/2"APA RATED SHEATHING Wall 1: Wood Frame, 16" o.c. 994 19.0 0.0 0.060 54 GRADE PLYWOOD o o ® ® ® o (ALTERNATNNE:7/16"O.S.B.) CSMNT/AWNG: Wood Frame 90 0.290 26 SHGC: 0.31 O O 1/2"APA RATED SHEATHING Floor: All-Wood Joist/Truss 3,108 30.0 0.0 0.033 103 GRADE PLYWOOD 0 i (ALTERNATIVIVE:7/16"O.S.B.) Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheckVersion : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. o FASTENER TYPE: SPACING: 2X4 DF#2 No.8 STUDS Name -Title Signature Date BASED ANCHOR WITH 101,OC NEW HOME WINDOW SILL 2in. EMBEDMENT LENGTH TYPICAL WINDOW OPENING No. 10 WOOD SCREWS ° ® ° ° BASED ANCHOR WITH 12"OC PANEL SPAN EQUAL OR SMALLER 2in. EMBEDMENT LENGTH THAN 4 FEET 1/4in.dia. LAGSCREW Project Title: GREENWAY HOUSE Report date: 05/02/21 BASED ANCHOR WITH 16"OC o OO Data filename: Page 1 of 1 2in. EMBEDMENT LENGTH 0 0 ® 0 TYPICAL DOOR OPENING 0 MULTIPLE PLYWOOD ASSEMBLIES FASTENER TYPE: SPACING: PANEL SPAN GREATER THAN 4 FEET 2-2X4 DF#2 STUDS CONNECTED No.s WOOD-SCREW PROJECT TEAM: AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL OR GALVINI ED BOLTS W/WASHERS BASED ANCHOR WITH 8"OC THAN 6 FEET AND NUTS @ T-0"O.C. 2in.EMBEDMENT LENGTH No. 10 TYPICAL MULTIPLE OPENINGS BASED ANCOHORWI HS 91,Oc Designer/Builder PANEL SPAN GREATER THAN 6 FEET tin. EMBEDMENT LENGTH AND EQUAL OR SMALLER 1/4in.dia.LAGSCREW BASED ANCHOR WITH 16"OC R I G AS CO THAN 8 FEET 2in.EMBEDMENT LENGTH 3 WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL 1fl1/41 1 1/422260 main roa , orient ny 11957 6313238022 . AS PER SEC. R301.2.1.2 NYS CODE: PROTECTION OF OPENING c@rigasco.com SHOER WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" 11/4 3 2 AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE- AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO 3 CO I COVER GLAZED OPENINGS WITH All TACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL Engineer 3 CONSTRUCTION CODE). THIS IS NOT A SUBSTITUTION! FOR DESIGN-PRESSURE. ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. 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. 11/4 11/4 HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. Joseph F i sc h etti R E. 11/4 1 1/4 1 1/2 1 1/4 111/4 11/2 11/4 11/4 11/2 11/4 W.C. W.C. WC SINK SINK 1725 Hobart Road, Southold NY 11971 LAS. LAS �� D.W. WM. 13" 631 765 2954 SHOWER SH ER F.A.I. 11/440 11/2 3 2 11/2 0 j.I r Y� 11/40 3 2 3 4111/4 011/4 cc) I C.O. C.O. I 3 2 I C.O. 3 3 I (� a � NF�.J`lee SLOPE" "PER FOOT PITCH TO DRAIN Scale as Noted TO APROVED 4"C.I. SEPTIC SYSTEM TRAP HOUSE PLUMBING SCHEMATIC SCALE: NOT TO SCALE 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 ° ENDWALL RAFTER CRIPPLE STUD WALL STUD ° DESIGN /BUILD p .° BOTTOM PLATE p RIDGE LEDGER BATHTUB ° HEADER DOUBLE JOIST SIDEWALL I \� HIG S RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION Joseph Fischetti, P. E. 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 NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR PROFESSIONAL ENGINEER 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1 4"x12" 20 o. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 11-1/4"x24" 20 a. STRAP APPLY OVER RIDGE TO EACH RAFTER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH / g / g 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT71 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING @24"OC WALL_ STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY AS REQUIRED RAFTER SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN VENTILATION SIDEWALL FLASHING BLOCKING WOOD JOIST FOUNDATION TOP PLATE - 5/4/21 ' - - - FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST 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 INSTALL 4'0" O.C. THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT RESISTANT METAL MESH WITH MESH CONTIN. SOFFIT / EXT. PLYWOOD ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION AND SO AS TO MAINTAIN AIR SOFFITED EAVE 8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARYCONNECT TO ON ALL OPENINGS / ACTION 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" 16" LSTA36 1-1/4"x36' 18ga. STRAP AND JACK STUDS EACH RAFTER INSTALL 4'0" O.C. / 8" - 12" RAFTER RT20 21-1/8" x 20go. TYDOWN ANCHOR CONNECT TO SOFFITED EAVE DETAIL - ,' , ON ALL OPENINGS KEEP ROOFING NAILS OUT 1525 Greenway East 2ND. FLOOR WALL OF FLASHING Orient NY 11957 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 SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT WOOD JOIST TOP PLATE SIDE WALL FLASHING GIRDER/HEADER 1ST. FLOOR WALLWOOD JOIST STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC - AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD o NEW HOME AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AS TO FORM DRAINAGE CHANNELS AND 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 �, a CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. RAFTER/PLATE RT15 TYDOWN „N„HOP OVER RIDGE TO INSTALL 4'0" O.C. RAFTER l0 PLATE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/& HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER OFONFORM ROOF TO SLOPE TO ALLOW FOR SHRINKAGE./& REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE A"ICHOR PLATES TO EACH STUD , DBL. SILL PLATE V, I TERMITE SHIELD — SUB FLOOR SILL GASKET �� ' + WOOD JOISTS PROJECT TEAM: I � TYP. CONC. FOUNDATION ^ ` CONC. SLAB GASKET ��.` ' 2x6 /2x8 CONTINUOUS WOOD PLATE DAMPPROOF EXTERIOR 6 MIL. POLY BOLTED TO STEEL BEAM WITH 6MIL POLY ON EXTERIOR V GRANULAR FILL , , ` ry .` ° u s STEEL COLUMN 1/2 " DIA. BOLTS 48" ox. STAG. Designer/Builder A ° 4 I ° 4 �� D / CONC. SLAB ' p - - -__� ROOF JACK I 11\\� �.�, �� STEEL BEAM ° ^ o �.^ ANCHCR !3 OL.i EMBEDMENT. 1" x 4" x 8" STEEL RIGAS CO ° COMPACT FILL ° I'OURLD CONCP,ETE: 7" `� 4 / V ° . . ° ° o 'D ^ r LROOFING LAPS TOP AND BOTTOM PLATE KEYWAY FOOTING 3 LOCK WALL: 15" 22260 main road, orient n 11957 � . �D d �� ° Q'� c• n Q CONC. FTG. p Q`p G D' FLASHING AT USE WITH 3x3 SQUARE WASHERS SIDES AND TOP WITH 1/2" x 6' ANCHOR BOLT v , 1/2" GROUT 631 323 8022 4 ANCHOR BOLT CONNECTION (USF LBPS58 OR BP583) �` C@rigasco.com s 3" STEEL COLUMN 1 c n n _ , � REINFORCING BAR � FOUND 1-10�� 5/8° D!A. ANCHOR BOLT I I I DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATION1 STORY 72" oc ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL Engineer WHERE NEEDED FOR STRUCTURAL BRACING. TYPICAL CFOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24%24%12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC STEEL / BOTTOM BEARING ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL Joseph Fischetti, P.E. SLAB-ON-GRADE SUB FLOOR 1725 Hobart Road, Southold NY 11971 ' CONC. SLAB ( DOOR FRAME 631 765 2954 6X6 10/10 DOORGE I JOIST COMPACT FILLILL ' FOR B LOC KOUT USE 2X8 STEEL BEAM � ''Isc � yD 4" SLAB Q�. ' P.T. PLATE W/ 6X6 WMM M I SLOPE �' 4"DRIVEWAY -�. NOTCH JOIST AND ADJUST HEIGHT AT END AND �� o a °e a alr W 1/2' AIR SPACE < < ° ° (WITH A NAILING PLATE IF NEEDED) P<, ' d` �.p " ° °' ° . , TO BE APROX. 1/2" OR HIGHER THAN OA ES OF WOOD D` D ' D O ° ° STEEL BEAM PTO ALLOW FOR SHRINKAGE �! �� GRADE ° t-_n------«------ ° ° ° �• BEAMS - _ _ ° 4 ° a o '° (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) t. 6x6 W.W.M. - -Q- - a - a - ° ° II. II-III-11 II ° a ° ' _ Ic !o N� Scale as Noted 12 ° ° ESSto MIN. .e'D ° D ^ �Q', �Q'a � ° o NOTCH BEAM FOR MUDSII_L IF REQUIRED -- MAXIMUM - 4 n^ II�IIIIIII �p--SUB FLOOR •a GI0 REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM • D REINFORCING BAR " . �/-_,101ST DRAIN TILE .��sl �°° IL-I ° 4 \ ° IP v •° a° SHEET METAL / 30# FELT UNDER BEAM AT POINT TI L• 'n ° ° STEEL BEAM 12' OF CONTACT WITH CONCRETE OR CONC. BLOCK _iif-iii�ii-iii_T_iii_ 1IT o' a ° 3" PLATE (BOLTED TO BEAM) TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. n an SHIMS TO LEVEL BEAM REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT BEAM POCKET WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: GE *16N, 4' EwK" AL 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 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 NOTES 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 COMMON RAFTER TOE-NAIL TOTAL SQ. FT. OF CONSTRUCTION (SEE PIANS) 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: DESIGN CRITERIA UNIFORM CODE RIGAS 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 CEILING JOIST 8 WALL: 3-8d COMMON EACH ( ) 2020 IRC, 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE TO TOP PLATE 10' WALL: 4-8d COMMON JOIST TOE-NAIL 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 DESIGN /BUILD 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 UNINHABITABLE ATTICS NO STORAGE 10 EXTERIOR 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 WOOD 14 RAFTERS GREATER THAN 3:12 PITCH U180 ( ) NO FINISHED CEILING) OVER PARTITION WFCM -SBC LAP NAIL HABITABLE ATTICS AND 30 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: 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 ATTICS WITH FIXED STAIRS INTERIOR (LIGHT FRAME) STEEL WALLS 5 FLOORS U360 TO RAFTER WFCM -SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS (8"THICK) 80 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 FIRE ESCAPES 40 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 2 - 8d COMMON EACH TOE CONCRETE WALLS (6"THICK) 85 CEILINGS (GYPSUM) L/240 GUARDS AND HANDRAILS 200 ALL OTHER STRUCTURAL MEMBERS L/240 accordance with table 3.3. TO RAFTER END NAIL SIP WALLS to 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 Joseph i=iseh etti, P. E. 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 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 p WALL FRAMING: SLEEPING ROOMS 30 ( ) PROFESSIONAL ENGINEER 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 r LINTELS SUPPORTING MASONY WALLS 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 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 -- - EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C) 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 TOP PLATE 2 - 16d COMMONFOOT 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 _ _ 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 COMMON 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 Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 12. - ]6d CQMMO EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE or exceeds manuf'acture's specifications and applicable codes. TYP p STUD , O.C. NAIL Sym.: attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and --1 FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. HEADER TO I 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 HHEADER I 16d COMMON 16" O.C. FACE ALONG EDGES NAIL 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 in table 3.15a-b. TOP OR BOTTOM - 16d COMMONPER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 5/4/21 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR170M, BAND JOIST, 2 - 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. FOOT SEE NOTE: 1,2 - END JOIST OR BLOCKING 1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS 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 oe 2.4.4.2 and 2.2.4 respectively. QTY. SPACING 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TOTO HEAVY MODERATE 17 NONE - 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: 4 - 8d COMMON PER TOE l concrete or masonry walls occuring in exterior or unheated interior areas. 8), CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOAD ( V 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 SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 1525 Greenway East be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD BLOCKING EACH TOE 5). Unless otherwise noted all slabs on rade 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 Orient NY 11957 . 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: SEE NOTES: 1 BOTH FIELDS o 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. ( ) to be minimum 3-1/2 inch thick. All fill to be compacted to 95 /o relative density with 8 3 - 16d COMMON @ @ 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 A BLOCK NAIL NOTE: 2 FOR PANEL FIELD 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 DECK AND COVERED PORCH NOTES: JOIST ON LEDGER TO BEAM 3 - 8d COMMOPER TOE N JOIST NAIL 7). Dampproof exterior of foundation with bituminous coating as required by current 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, 8). Drainage as required by 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: 2 - 161 COMMON PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. F SHEATHING: 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. N E V V HOME For framing members with <0.42<G<0.49, the nail spacing shall be reduced to b 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 Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING 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 blocking at 8'0 0.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION NOTES 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted5). 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. Sd COMMON @ 12" O.C. NOTE: 2 FOR PANEL FIELD 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. GYPSUM 5d COOLERS 7" O.C. EDGE Bearingwall headers to have 2 jack studs and 2 full length studs on each side of all WALLBOARD 10 O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6 O. . 8d COMMON @ 12 O.C. SEE NOTE: 3 PROJECT TEAM: ( ) ) ( ) g 6). Concrete piers shall be a minimum 6" above grade. openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: 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 NOTES openings between 41 and 6'0 and 2x6 wall openings between 511 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. Designer/Builder and blocking where applicable. _ QTY. SPACING 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 5). All flush bearns/headers to be installed with heavy duty galvinized hangers and PANELS 8dCOMMON WFCM - SBC ) g q pp connecting PLUMBING NOTES --. be used. RIGAS CO anchors where applicable to all connectin joists. -- - „- 7/16 OSB 3 O.C. EDGE 6d COMM 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 22260 main road, orient ny 11957 Floors to have ceramic the 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. 631 323 8022 5d COOLERS on plans. WALLBOARD _� ; 10" O.0 . FIELD C@rlgaSCo.Com 7). Provide 2 - 1-3/4" thick microlarns ( 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. other access openings unless otherwise noted (typical). FLOOD S� . - - 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL. NAIL provide adequate bracing and sates 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 QTY. SPACING C State code and manufactures reCOmmendatlOn for maXlmUm hole SIZe and SpaCing permitted -- - 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. Engineer . where applicable unless otherwise noted. STRUCTURAL PANELS I 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 _fid C°'M��`� 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 NOTES NYS Residential Code provided 1- cut o OCKING REQUIRED Joseph F i s c h e td P.E. under all bearing walls. 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. 1725 Hobart Road, Southold NY 11971 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. needed. 2). HVAC subcontractor is to full coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000#CAPACITY. 631 765 2954 ) y y q 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 fireblocked at intervals not exceeding equipment supplier. P g 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. „ using parallel rows of studs or staggered studs. SOIL COMPACTION: g P gg �� Q 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 Q. rye � 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, Contractor and owner for final review and approval. is nailed 3 on-center at the panel edge to obtain higher 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. ELECTRICAL NOTES. shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. A. �D adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ` r members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces ttt q ) over subfloor as per manufactures instructions. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. such as shear plates, shall be used to maintain load path. 1). All electrical to be installed as per N.Y.S. Residential Construction Code. p p DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE 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 ' -`'t: 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and ) ) p p g p g = ''�` �' 2). When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. �a , -, �'`Y,,, Scale as Noted 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. 3). All electrical work to comply with 2014 NEC. to be reduced to] - 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 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 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