HomeMy WebLinkAboutBP20-219PERMIT # 6ev^%o - ) 19 DATE: O 09 ao ©cP:./ o aja/ SECTION _ f 354o�Gc)�D40 BLOCK f LOT of N TYPE OF WORK Q/ beC k JOB LOCATION Q�.2 ,�q! r7ia �O OWNER Ch/1 SoAhesr /`OC scLif"a A CONTRALTO . /EST Y CO # lilie TCO ,'# FEE DATE FOOTING FOUNDATION FRAMING RGH FRAMING INSULATION PLUMBING C7 RGH PLUMBING GAS C7 INSPECTION RECORD • ®r ��►�� SPRINKLER ELECTRIC C� LOW -VOLT O AI1AHIVI AS BUILT � FINAL b)a340�15o3 iy;o (,9 ► 40 &/ o-& 80'7 -� /s o-PD l OTHER APPROVALS 30T PB �ZBA I OTHER AS-BUILTIFINAL SURVEY REQUIRED PRIOR TO FINAL INSPECTION e c ei�eal 8/0 o/a/ KEY PLAN �i.V..._..-...1............�.1.1...1.1.....Y..-..•I.•.••..•111..n.....................a..... ............................. ....... aaa-Y/aa+.Y.•--i11.•..,r .........Iw.l,.a.l�YY/JYJ.aa..,_•..�4�\,-w�-•-,ew e7•,,,.,..w•+,�,.,,w YeauYy aw.�./.Y la•w.w.uaa.Na..{�/.aH•'�a+-i../w,w,�•w.r.+w.w..wra..a..�e-i,,.w,.a•nwww,w,w...,wn..�..++-.•1.•ww�.w r, r E SUR VET " T 1 y, E BLOCK J ^dlr6% 0 h 7rEJ)",11.41) 10eN( r �' _COM-1 NY" , OFFICEAS SH011"A"ON A1.4P .,51 ME PROM WIT OF t No. Dote Revision 1. 07.22.2020 Issued for Building-- Permit f} jf JJ} +�-i+ �f 1F x ll�i1111,4 M?D!i! t f�/4� I 4 i �i ij f''� S��a /��fy.'I�L.,y�i.�((.�JJr.1�11 F R STYE yr `00h notes k ME W.FiCk 0)"1.If)MM12■, 1��I�1,'1/..li�(r�l 1..r'�i 7Ar IJ•�TiY 1{A.e�,�V���/�V4 }ONh'ERSI NE W Yt'l99 f 0711) �r�rv,�trr{�iw l�.0�w�'••sr�T�.;ti���-...,ry��;7a+A��'S.'..��`..3,=i+�!i x try y �j r •, ,� �JL �: of ti� ' .- :+ xal a.^..�ai.a,rx.-�L'..a�a��,�,wntir r.r./...n r....._.r.4—••-v-� L E td Q CZ `,1,1� ern �fwaq •'��r�J} yyrr}}rr ` }'f ! �k 1 7� L J c f�[c ri�i +y f{ TJ ...��'. �yJ�����"1` -• ..•.�:•r.ati.,e �.. � �i r S +ljri rr n i:A RGO!�A/�W,f�A.r TS ` ii LAND MILE 1r1:,51YR11 rN"Ch C'OMA-4,YY •:::��" , 4 c., .�'";T^�r�,�. * ' d F ry L / FI r r) f/y !!(f ! �1�tie,*a f ' �t .,�� t+r js•'3•�i �r stamp j �,l�ll�r7�4��}l Tl:•I4►F l•f��t�J�}!'�r7S<.e'���lf� •,,ti. 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BnZOOK �•rrr.•Icy.JU;R1_�'ON111OWS.��: �x' 1140'vr•'WIN NA TS, � B �LDii� ` ppg -� . 4r-1 -4.tia J...... 1� - �l�ISM!Ari r�'a.�'�'��r x't��:r.'t:�:iFFOA Nr�rfr.r�rr GAr.PAill.r�.��•' JJJ ��+� .. ••�., �-,i#�4 � � .� �� 70lrr:r.JtrlrJdp�'r�17�..�•1.s1��1J r_�s�t:rr'drr�+`M ''S'�4• y~•y„ ,� -,,•�M1 project information f .S'iTJ'Rf•F.J'd'�r!'r.3S!•Y�t.F.Sf:S'.�Jdtl'r' f��f e���'`,•,,� ii aid; PASCUMA DECK ADDITION rd�r�'�:�t?f'J��JY�li_t'�t�ri�;�;{3►,4lMt:�ir1.��r+k7�A'r�rr`,tr�r� �' ,!U-Ir a 7rP 1.1 180W.M,O."W(f-11!'ti401 31.111 OP f+�'f!_�'NAit �. •�`�--'� 2 Latonia Road fill;1{r11RES 1.1P 1Mt-0��1HESI?lirt'f VOR Id11(,tii: ��� f f:ON � � � Rye Brook, NY10573 y 1:4h•...'1:.W,mxr'?:fix1F'It'.I1 ION .IAM P7fl,-4S:3Y-1A,HI1. k ro:t0MVOX.it 1-01111°IrtrtS 0l sl��ti1: �.�►r�a��,rr:r�:� ..., 1.ti IM7,li t.YTIMMri 7lrr;+'1•rF�rMr1�1F�� ....x.J...�.�........M.ixxi c.k:IdYrrli�i�'t:1}.i�.'f.:1,r1 1�1.'t!f'7f�f.4'��f[t•1lf,ti"!"�:t'r�:ti'}iE_►M' rtf'r't.Jl� �4 �. f.'r11'SWf•MSl:NlrA f7 + ,..•+ y. ,, drawingfille W711:'f•1r��r�)��r�ti(Wil�.�AIIreJ.IE77t).V Rr;lAKY rf t 7A�1�1r,4�GJ�.�'����� . tip �;►R��rrr t:r��ltV ifr'�a��ar�; ��ar�,ttwrr ,rr19��J,na: .4't:"1Ff)1�:IJ sl► SURVEY a:t�x�r�r1�'�1rr����fx����x��r�F1�:a��1.�r��tr��r�sr�xF�'t'r��•�.rt•,w t�e1�',f'1XiXM1.t'�f,1�r�r:.�1~:.a11 ill. 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OPY SI%'11,•1Tl'U1NTI1,[7'(?r3',1'UFIt}'E PERMIT� � 4 111LLtGF O 1t YE 131 OON COUNTY U1-'IVESTY.H'871;R STA TVOF NEW YORK ! � � �Z (to - LLIC -- a7 B�';� 1� PAF.I',1 RED BY c DATE APPR V D Tf1I:OFFIt:'Ul:',l:'D1s,lltlf(;.:111I1.4I.1:l.(1 1:lND,S't1Xf�EFOK 1,LC 24DL•'RffS HIE1040 }fJRK l olln -A Ot4).,471,44S3 014969.2341 FAX EDIFAU»(AIIIIIAT�o,l.s. ,..__... 1 BUILDING INSPE TOR, iitac��of Rye 8r�oic,14Y N.V.S.UCE2VE 36181 t No. [Date Revision Alf 1. 08.03.2020 Issued to Building Dept VN9°S}'00••'}<O.r18' •.a,Lc>+t�I.l+t'+ :.� -..----------------_ �T TrrIXACI..S-16290 A 4 ,..._.._.......... +t I 1V ; `��_ notes G1/AR.-iArh'E1)TO.' fl o- f'.t; V t Remove existing y y_......Ar��t� _ .�1'Y _ ; stair and landing iJ'F,'!.J 5 l:4 kG'()BANK,h',:f.17:SSiiC Gl SS'UNS Ah'DIpH;i.S'SllhS h�.> �-- r�-r.. ;f _ (Gl sf) 4 R@ b. [� Cf)3f.•11ph'1t F•f 1..1'l11-.I:vl)Y'I'1'I_ISlh'SirK:l A'l%'('.'Orl il.F.N}' ::c,,.,,,. !c: ,�".'r-• 1 f MAI LANDSFRIr1Cl:.S.INC. ' Ti F lv,-, JI c1r,11,axn:l,lscLrara Landing �? ~i^-••f��-F-'new ���� .�...r+r „Ca•^� I w, cv� r��N 1 ��r ! AS-BUILT/FINAL SURVEY REQUIRED PRIOR TO MSvnrrouef curnP11111:n1.3lr:Nouruaxrx1:tTr0r r �i,J.,�+ 1 1 or'.sr�(-rn•xccr'r:,ct'�.5,ua)r..;f,i.vnn,rrltir,. � J..;..�, � � rrrrNarr;rrsrsrHrrm'rnr:yr:uruucnr'rNrrarYrrrrsiesr.rc. ����-I! ( (4� ,- -----• �INA.L INSPECTION .- 1Hr:NI WER/:A'(..tr:r XV.V1!rA]+'.S HTON PII1.0 x,•r t' 1(,q .\b !�; , �},'�, � OCT 6 2020 100810rtl'n,+lrr11)re't:csnrax-11r1am"m.p.4R1.4awf,, existingconditions: Ian before deck) rv•xrr+tr:s +�J�;l t,�,,{ f e•(o p ( ) tNrS.fi'!;/1,li'f.t'.1Ylr 70If+.'LY'!>.rrk'r R1"'f75rt.c r:Ti�l;r;rrry.+'^ �`����•"'" sy a !f ! !! y x. ,s.,.y, scRtr.rc'o".IS7,+•nr.rsr:ti'smv„ �,r.:"••..,, r r er.raxrrr,Cnr«i+a«i'Rrr!+•,(ec,;rr.rrrrnrrrrrr•ae,lr' '4 'f a:vl+[vv'rr:.s rrn zrcru•a�r,rfr+�«.strl•r,r.to rus er_IN t nrr;1.rrxr:x�r:nse�r.or-r«r:.u:RSFroNlnH•..r: ti � '�•r.�. - .-. Nrl:\+f7I%kr',Ir'pf;Ixl'r)l:/ilipl' ,� ! (J1'AN.LI'rr:r..!'ONr7;Rr7F'Jf'.IIYV:t:SArr/:\'(rY rN 1.+.�h:rLtRrli , ) rO:fDnfr'!(L+;a(r;+:+'YIfL`JI(4+3'f/X 51.7N7:QL'F."''/g1::WiH.S !/ l r+«.YJt 11'Zi'!,S Xs\I•'P,.RYl,Yl.Yle/Asi,l rr4:+•r•h(rl'!r!!Yr !'.,:It:YN.iN1J1/>•1l.1'l.:�.+71,1.CfN'Prrl4'1Yr61H1.;1'(1:1'r{;\'111;Ir RP/'tlf'A'rrH;l.Irr.%'f•CNT.1'Rf,S'l;�r,l f)f'1;44r1•+{:Nlr:(T r 1 rr).tcr«�rr.5-.I'rr,/,Arlrl.+'or rrre.ec'x wNs,'.rr,r'f: 70rT«rift•',unri•nr'aC[r+rrrrr7TTn.t'>;rrrrRf' I . � rt'r:Rrtic«+ff,vnrrra.nlrc><.Iru:,fxnixrrrer,Ran,; � / I pb LOr•YR1Glfr)Yrd t.Y,u:lxul�xllfl,fE{ZU7,.17.sl7CrGr'ul,•II.r, Fr/dttlxf:5rf'.I!:1'�,Y)r'41S'rNf li,I7'7%.HJ'fri,tiliNl T.'rANf. ! I ur.xrrrf+sRr:nr-Ntr.nr�v'(.isnr+•cr+rr:rn.rtrNra•kuntxrrov /+"I>rs:roux�.rnrrsM.+r survey 1"=30ft First Floor r Iry �OPO 2`�p,0 o° boo° 11405 existing conditions:east elevation 3/1fi"=13-07, y„ NOTES. CARPENTRY r- �®� ® w GENERAL Deck,Stairs and Landings n W � 1. The scope of work is to construct a wood/composite deck on the east side of the existing house.-�Setbacks from deck to property line I. Contractor to inspect existing house and family room addition,supports and ledger plate for structural Setback area per Zoning Code 2. All work and materials must conform to the Local and State Building Codes,National Board of Fire Underwriters and the integrity and make necessary repairs as required. prevailing Energy Code. ® �� �� -_-__.Property Line i 2. Deck shall be fully supported on columns and beams;connections to the existing house are not for � 3. All construction debris to be removed in a lawful manner by Contractor.All materials to be provided by contractor.All � materials to be new and unused. structural support. -SS1 4. Prior to installation,all dimensions to be field-verified. 3. All lumber to be exterior,construction grade pressure-treated pine(DF Larch or equal);all nails,bolts and fasteners to be galvanized. 5. Contractor shall stockpile existing Bluestone to be reused for stair landings. 4. Deck stair and landingrailings to he 36"high Trex ore equal;spacing between pickets not to exceed 9 g q p 9 6. All work,including but not limited to electrical and plumbing,to be done in accordance with prevailing codes by contra(- 4"(or"child-proof'design as specified by prevailing(ode). / tors licensed in the County of Westchester and Village of Rye Brook,NY, Q j/ + �/ 5. 4x4 handrail support posts to be installed per the manufacturer's recommendations(otherwise, project information � 1t2 i 1t2 ;; ��� i 7. Trex decking,Trex railings(or equal as selected by Owner)to be installed by Contractor in accordance with manufactur- spacing is not to exceed 84"). ,'5� One Story i � , ¢ Frame Building Frame Building % er s recommendations, (typical) Y PAS C U MA DECK ADDITION over Basement I Z / over Basement + ; 6. Joists to be 2x10,l6"o.c.with bridginginstalled at 1'-O"intervalsor as recommended b O O / ;,Z �?-_ / i manufacturer.All joist connections shall be made with prefabricated,galvanized structural metal / %'�� 1 -t / t CONCRETE&MASONRY fasteners appropriate for the application. 2 Latonia Road 7. Decking to be 2x6 Trex composite decking or approved equal. / Fame Rm �1 j 1. Concrete shall be a minimum of 3000 psi in strength. Rye Brook,NY 10573 2, Bottom of all foundation footings and(sonotube)deck column supports shall be a minimum of 3'-6"below grade and 8. Deck to have continuous rim joist around perimeter or as otherwise noted on the drawings.Install shall bear on undisturbed soil or bear on solid rock in all areas where rock is encountered at depths less than 3'-6"below fascia at deck perimeter per manufacturer's instructions. t/ "pinned" drawing title grace.In all areas where rock is encountered,footings/supports are to be pinned into the rock. 9. Composite latticework to be installed under fascia and stag strangers where shown on the drawings. 3. Deck,supports to be 6"x 6"pressure-treated wood columns(or 4"diameter steel lally columns)fastened to 12"diam- 10. Where joists and girders do not bear directly on supporting surfaces,all joist and girder connections Site Survey,Site Plans, 1i i i @ter"Sonotube"(or equal)poured concrete foundations.Fasteners to be prefabricated metal fasteners(or"cleats"). are to be made with prefabricated,structural metal fasteners(TECO or equal). General Note Top of concrete Sonotube foundation to be 6"(minimum)above grade.Depth of foundations below grade to be 3,-6„ 11. Stair rise and run to be as required b prevailing code. r q Y p g 5coit: date i 1 minimum or as required by local code. 12. Stair stringers to be 16"o.c. as noted 08.01.2020 Z site plan(before new deck) 3 site plan(after new deck) MISCELLANEOUS METALS ZONING drawing number 1"=30 ft 1"=30 f t 1. SteEl shall conform to ASTM specification A-36 for structural steel. 1. The proposed deck addition does not exceed any required setbacks and is in the permitted lot(over- age. Existing dryer exhaust KEY PLAN and relocated exterior hose blbb. _ ' N + o Grill location; extend natural gas ❑ TYP aft x 3ft connection to deck from FAMILY ROOMLU Bluestone FAMILY ROOM TYP house per code regts. Landing 6 10 5 v A. ds at 11 ge of deck O 3 TYP and direction io Cn N o El El ❑ E7 Feature bds at change of E _ deck board direction 4 _ 1 No. Date Revision Y O O TYP 1- 08.03.2020 Issued to Bu'lding Dept v A-2 W o A-Z .00 C.} A El El 0 17-1 3-7 us ALL DECK BOARDS SHALL 5ft x 3ft FRAMING KEY NOTES: BE FULL LENGTH. Bluestone a a noes Landing El Deck Joists:2x10 PT @ 16"o.c.See Gen- ❑ 10 GENERAL NOTES: U1 eral Note#2 for additional information. 11 1. CONTRACTOR SHALL REMOVE SIDING AS NEEDED TO INSTALL ❑ Deck Joists:2x10 PT @ 16"o.c, El. L9 LEDGER AT CMU BASE OF OVERFAMILY LEDGERROOM AND PROVIDE FLAS- ING� � � ® SPACERDS ON LDING,EDGER FOR PROPER DRAINAGE OR INSTALL DECK TO WALL N ❑ Beams:(2)2x10 PT;Strap all joists to beams. 2S-�D ,� EQ vEQ 9Q � Ea � 2. AS AN NG PLAN,CONTRIVE TO 2X1O ACTOR MAY BE PERMITTEDSTS AS WN IN THE O PROVIDE 2�X8 !�� ® Existing Stair Support Posts to Remain or to be replaced with footings to match new. 1'-�" fi`�% JOISTS @ 16"O.C.PROVIDED THAT: 2 2x10 PT"ledger bolted to house with epoxy �N a. ALL SPANS DO NOT EXCEED 1'-0" Eland acrylic anchors embedded min.3-1/2" �°`' ,� � b. CONTRACTOR PROVIDES BRIDGING AT MID SPAN A-2 into hollow CMU;112"Bolt and Washers c. OWNER AGREES TO THIS OPTION IN LIEU OF ZX10 JOISTS. (staggered pattern 16"o.c.)SEE DIAGRAM deck framing plan (see layered framing plan on A-213 for more detail) 3. ALL FRAMING LUMBER SHALL BE PRESSSURE TREATED 1 proposed conditions: new deck plan AND ADDITIONAL INFORMATION ONA-2B -O © 5 14 1 4. CONTRACTOR SHALL PROVIDE GRAVEL OVER FILTER FABRIC 12"sonotubes to frost line with fiX6 Posts BELOW DECK TO ENSURE WEED CONTROL. New deck area(impermeable) = 425 sf connected with ABA66Z Simpson Strong New landings(impermeable) = 24 sf post with one inch standoff connected with S. DECKING AND FASCIA SHALL BE INSTALLED IN ACCORDANCE 12"J hook WITH MANUFACTURER'S INSTRUCTIONS AND FASTENED WITH Total impermeable area = 449 sf CONCEALED FASTENERS OR FASTENING SYSTEM PROVIDED BY Previous impermeable area removed = 67 sf ❑ Reverse joist pattern to support deck feature THE MANUFACTURER OF THE DECKING PRODUCTS. boards.2X10s ADDED BELOW FLUSH WITH Net impermeable area = 382 sf DROP BEAM TO SUPPORT JOISTS 6. ALL WORK SHALL BE DONE IN COMPLIANCE WITH THE REQUIRE- MENTS OF THE NYS RESIDENTIAL BUILDING CODE SECTION 507. E3 inch gravel base over filter fabric below 7. CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR MEANS deck to perimeter of stair ❑TYP AND METHODS. 9 3 in concrete base(4 in under stringer)with ❑ ®existing bluestone landing(3 ft x stair 8. SEE A-ZC FOR TREX SPECIFICATIO ND HARDWARE INF RMA- TION width) Stair stringers at 16"o.c.STAIRS TO BE 4R @ First ❑ E 6"AND 3T @ 12".RISERS SHALL BE CLOSED. Floor TYP 12 Reuse existing bluestone pavers at stair f 0 0 0 fl 0� stamp 11 landing on concrete base.Landing to match Q N max acing at p ets g g Top of Raping stair width,3 it min.depth from base of the first riser. te. ®�.G UO m First � ECC�. EQ. EQ. EQ. r �►� 0 tl� -� UJ Tap of Deck � � � � UJ , 4R@6" 3T 12" conditions: east elevation STAIR RISERS TO BE CLOSED WITH TREX proposed deck framing section a-a' „— , „ MATERIAL TO MATCH DECK AND STAIR TREADS „— , „ 60 326 114 —1-0 1/4 —1-0 " So S 5 project Information 1 1 PASCUMA DECK ADDITION 3 r=1c�a 3 �►ca 2 Latonia Road El 6 Rye Brook, NY10573 - drawing title 4"max spacing at pickets Top of Railing 4"max spacing at pickets Top of Railing M _ _ _ _ — Proposed Plan, Elevations, L_____J I L___J _ ` Framing First i Q ( -- I I I —I -1 I I I-) I -I scale date Floor as noted 08.01.2020 Top of Deck Top of Deck ' 4R @ 6" 3T @ 12" �Q• EQ• ALIGN COLUMNS �'Q• �'Q' drawing number Stair risers to be closed with Trex material to match deck and stair treads WITH EXISTING conditions: north elevation proposed conditions: south elevation _ A-2A 3 proposed 4 deck framing section b b deck framing section c-c _1,-0„ 14„_1,-0„ ] 8 1/4 / KEY PLAN STRINGER FOR STAIRS 1 I 4 R@6",3 T @ 12"RISERS STAIR RISERS AND TREADS TO BE FINISHED WITH TREX MATERIAL TO MATCH DECK ' l FRAMING FOR RAILING A WWI POSTS PER MANUFAC- w —.. - TURER'S INSTALLATION � 1 .. INSTRUCTIONS(SEE - -� c� SHEET A-2C) ♦'� ! ! "�' —Fir F-7 r No. Dote Revision j I 1 08.W.2020 Issued to Building Dept 3"DEEP f - . CONCRETE BASE lnotes ' -- STRINGER FOR STAIRS FRAMING PLAN-LEVEL 3 GENERAL NOTES: • � 4 R@6",3 T @ 12"RISERS LSTAIR RISERS AND TREADS TO BE (WITH RAILING POSTS AND STRINGERS ADDED) _ _ �,, FINISHED WITH TREX MATERIAL TO 1, CONTRACTOR SHALL REMOVE SIDING AS NEEDED TO INSTALL l `\\ MATCH DECK �'4��_ "��� VIEW OF DECK FACING SOUTH (COMPLETED) LEDGER AT CMU BASE OF FAMILY ROOM AND PROVIDE FLAS- ING UNDER SIDING,OVER LEDGER OR INSTALL DECK TO WALL TREX RAILING:36"HIGH;4" SPACERS ON LEDGER FOR PROPER DRAINAGE. LAYERED FRAMING PLAN-LEVEL 3 MAX.SPACING OF VERTICAL 3"DEEP CONCRETE BASE PICKETS 2. AS AN ALTERNATIVE TO 2X10 JOISTS AS SHOWN IN THE FRAM- (WITH RAILING POSTS AND STRINGERS ADDED) ING PLAN,CONTRACTOR MAY BE PERMITTED TO PROVIDE 2X8 1/4„_1 5_053 JOISTS @ 16"O.C.PROVIDED THAT: a. ALL SPANS DO NOT EXCEED 71" b. CONTRACTOR PROVIDES BRIDGING AT MID-SPAN III t. OWNER AGREES TO THIS OPTION IN LIEU OF 2X10 JOISTS. i I " 3 N LUMBER SHALL BE PRESSSURE TREATED ALL j , ' y 5 - ' CONTRACTOR I E GR E FILTER FABRIC 2-2X10 BLOCKING(TYP) _ �� 4 SHALL PROVIDE GRAVEL OVER i BELOW DECK TO ENSURE WEED CONTROL. 5. DECKING AND FASCIA SHALL BE INSTALLED IN ACCORDANCE I - MEN WITH MANUFACTURER'S INSTRUCTIONS AND FASTENED WITH CONCEALED FASTENERS OR FASTENING SYSTEM PROVIDED BY THE MANUFACTURER OF THE DECKING- x PRODUCTS. j I 6. ALL WORK SHALL BE DONE IN COMPLIANCE WITH THE REOUIRE- ANN iMENTS OF THE NYS RESIDENTIAL BUILDING CODE SECTION 507. y 7 6f j� 7. CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR MEANS li I Ii 2-2X1O JOISTS(TYP) AND METHODS. I I 8. SEE A-2C FOR TREX SPECIFICATIONS AND HARDWARE INFORMA- TION 1 J 2-2X10 JOISTS(TYP) - I - 2-2X10 BLOCKING(TYP) f; FRAMING PLAN-LEVEL 2(WITH JOISTS AND BLOCKING ADDED) VIEW OF DECK FACING SOUTH(FRAMED) stamp `, ' 1/4„_15_0„ 2X4 LATERIAL BRACESIMSO ~ � --_ -- — NG -- - / L SP lONO STOHANGER LAYERED FRAMING PLAN-LEVEL (WITH JOISTS AND BLOCKING ADDED) I Hollow Masonry Wall UJ o ' i .- f^� €- Caulks �► _A� pQ•L��rf f S., g���� Z r y s 9 826 2x Ledger " Approved Epoxy and Acrylicit 2X10 LEDGER AT Anchors embedded mir: 1 2" I I HOLLOW CMU WALL L._ 112"Bolt and Washer project information .- PASCUMA DECK ADDITION f i T DEPEND UPON THE"LEDGER"FOR NOTE:THE PROPOSED DECK HAS BEEN DESIGNED TO BE FREESTANDING AND DOES NO 2 Lat®nia Road WALL OF - THE HOUSE WITHOUT A GAP STRUCTURAL SUPPORT OR LATERAL STABILITY THE LEDGER IS BEING USED SO THAT THE DECKING CAN START AT THE Rye brook NY 10573 . :y 2X10 JOISTS l FLUSH WITH drawing title - __ BEAMS IN THIS ZONE ._._. d Framing Plans and Y. :.j v �-min. _ , ��,,.trot'. Layered N li -- .- -- Details Al scale dote ff �i t 2-2X1O BEAM(TYP) -- - i beam ! I ' two-ply {2)!1'diameter splice as noted 08.0 1.2020 x, i I ! I - -- —- -' 2X4 LATERAL BRACE beam only through-bolts AT EACH ROW OF POSTS 6X6 NOTCHED POST AND SIMPSON -- ` 6X6 POST beam must t D 1 C; 3�' NOTCHED FOR BEAM) bear on notch ow 2X6 LATERAL BRACE „ . ( drawing number STRONG POST BASE PINNED T012 „�': notch post for trash � ; SONOTUBE(TYP) beam bearing 2-2X10 BEAM(TYP) n~> FRAMING PLAN-LEVEL 1(DROP BEAM 6X6 NOTCHED POST AND SIMPSON SECTION TYPICAL POST POST AT BEAM SPLICE STROLAYERED FRAMING PLAN-LEVEL 1(DR LEVEL LEVEL WITH LATERAL BRACING) SONONUBO�TYP) PINNED TO 12 FIGURE 18:NOTCHED 6X6 POST-TO-BEAM CONNECTION A-2 B WITH LATERAL BRACING) 1/4"—19-0" PLAN Q a245CAPITOL LANE KEYWINCHESTER,VIRGINIA,US422602 2.2 Accessories TJOIST MOUNT &VTree - �`. TEL+1-54o-sa2•s3oo Instailalo Guidelines y A.Fasteners rF . k=�` �'' a. Trex Universal Hideaway Hidden Fasteners b. Screws,See- INSIDE MOUNT(CORNER) INSIDE MOUNT(SIDE JOIST) htt12//s7d4 scene?conl/isi content/Trex/Installation°20GuideO a202013 pdf TREX SUPPLIES(2)HG 1/2"x 8"(13 mm x203 mm)BOLTS,NUTS,AND WASHERS. n TREX SUPPLIES(2)HG I/2"x 8"(13 mm x 2O3 mm)BOLTS,NUTS,AND WASHERS. COMPOSITE DECKING-TREX TRANSCEND AND TREX ENHANCE for the updated recommendations on fasteners. o CUSTOMER MUST SUPPLYADDmONAL HG 7/2"X 8"(13 mm x 203 mm)BOLTS,NUTS,AND WASHERS. s CUSTOMER MUST SUPPLYADDITIONAL HG 1/2"X 8"(73 mm x 203 mm)BOLTS,NUTS,AND WASHERS. Part 3 Execution Blocking z"x e" � . Part 1 General (51 mm x 203 mm)min 3.1 Installation simpson NOTE'' DT72Z Ira L7oZ is in a �,# ` is 00 I-I Section Includes this location o ®® A.Install according to Trex installation guidelines. - it must be , Imp ifd4 scene?conyis/content/`Trex/Installation%20Guide%202013pdf removedso ' ea A. Composite Decking(Trex Transcend and Trex Enhance) B. Cut,drill,and rout using carbide tipped blades post mount Simpson ' -_®® will fit properly Simpson Front Rim L70Z Blocking 07722 C. Do not use composite wood material for structural applications ®®c Blocking Joist Simpson 2"x 8" 1.2 Related Sections z"x 8" LVS28z (51 mm x 203 mm) - (SI mm x 203 mm) Trex Bolts 1/2"x a" 47Q �'.. Trex Bolts 1/2"x 8"(13 mm x 203 mm), (13 mm x 203 mm),Nuts 3.2 Cleaning x Nuts,and Washers A. Section 06-1100—Wood Framing and Washers A. Following cleaning recommendations as found in Trex installation guide at; NOTEl/2"xs"(13mmx203mm) Simpson Simpson bolts must be wider(vertically)on front 1.3 References http//s7d4 scene?Conti/is/content/TrexrInstallation°o20Guide°o?03013pdf vex LUszBz rim and narrower on sidejoist to avoid 4 contact inside the post 0 A. ASTM D-7032-04:Standard Specification for Establishing Performance Ratings • • o No. Date Revision for Wood-Plastic Composite Deck Boards and Guardrail Systems(Guards or `� 1. 08.03.2020 Issued to Building Dept Handrails),ASTM International. r ro B. ASTM D-7031-04:Standard Guide for Evaluating Mechanical and Physical ' Properties of Wood Composite Products,ASTM International g C. ASTM E-84-01:Test Method for Surface Burning Characteristics of Building SIDE VIEW ��� Materials,ASTM International. notes Simpson D. ASTM D 570:Water Absorption of Plastics 12_9-19 orr2z Bottom bolt runs 0 E. ASTM D 1761.Mechanical Fasteners in Wood under the 2"x 4" F. ASTM D-1413-99:Test method for Wood Preservatives by Laboratory Soil- Below Is an updated listing of recommended fasteners for Trex Decking and Composite Fascia products. • ® (si mm x 1oz mm) a m 0 crush block block Cultures m. G. ASTM C177:Standard Test Method for Steady-State Heat Flux Measurements DECKING HIDDEN FASTEN Transceffi' i=nhance® selecttif o o Simpson z�. o' o oTT2z O O O trash Block and Thermal Transmission Properties by Means of the Guarded-Hot-Plate Trex Hideaway®universal Hidden Fastener x x x (51 mm X o2 mm) Apparatus Trex Hideaway®Connector Clip X X ^" crush t 4 TlgerClaw@ TC-G Hidden Fastener X X X ` 1.4 Design/Performance Requirements cortex®Concealed Fasteners- X X Starborn@ Pro Plug®System for PVC&Composite(Epoxy Coated&Stainless)(2"are approved for sleeper&roof top X X A. Structural Performance: applications and a. Deck:Uniform Load-1001bf/sgl ft. Simpson Strong Tie Deck Drive"*'DCU Composite Screw& X X - b. Tread of Stairs:Concentrated Load:750 lbf/sq.ft.,and 1/8"max.deflection Dcu Plugs Handdrive only&must also use Auto-set Drive Bit) with a concentrated load of 300 lbf on area of 4 sq.in. DECKING-COMPOstCREWS nd® Entrance: select® T`RRX TRANSCEND•RAILING B. Fire-Test Response Characteristics per ASTM E-84. FastenMaster®TrapEase 3 • P P Ultimate Composite Deck Screw X X X Inst llation Instructions a Simpson Strong(ColDlat d&Handdrive)Composite Screw TM X X X 1.5 Submittals Quik Drive®Composi-Lok Deck Screw X X X NOTES: y` A. Product Data Indicate sizes,profiles,surface style,and performance characteristics SplitStopTm Titan III Composite Screw X X X H TREX TRANSCEND RAILINGS ARE DESIGNED TO BE INSTALLED OVER THE DECKING FRAME OR ON INSIDE OF RIM JOIST.NOTCHING OF PRESSURE-TREATED POSTS OR POSTS INSTALLED ON OUTSIDE OF RIM JOIST/S NOT ALLOWED. B_ Samples:For each product specified,one sample representing actual product StarbornO Cap-Tor§xd Epoxy Coated&Headcote®Stainless r (available collated for Muro CH7390 Driver)(2"are approved for X X X »All Trex Transcend railing lengths are manufactured at ON CENTER dimensions(spanning from center of each post):67-5/8"(1718 mm)for color,size,and finish. sleeper&roof to applications only) 6'(1.83 m)on center,and 91-5/8"(2353 mm)for 8'(2.44 m)on center.Note that railings are designed to be slightly longer that required to Screw Products C-Deck Exterior Star Drive Composite Deck allow for very slight play in post placement-some minimal trimming may be required.IT IS VERY IMPORTANT To MEASURE FIRST. SIMPSON STRONG H25A 18-GA ZMAX GALVANIZED HURRICANE TIE Screw X X X 1.6 Delivery,Storage,and Handling Phillips II Plus®Pozisquare X X X PARTS Muro®T-Screw Torx Stainless Steel Screw-Collated Q BALUSTER OPTIONS A. Store Trex products on a flat and level surface.Adjust support blocks accordingly x x x p J pp g y (TX0212SFD or M-TX03005EP) _�j B- Support Trex bundles on supplied dunnage KameleonTm GRKFastenerSTM X C. When stackingTrex bundles,supports should start approximately 8"from each - r~ PP PP Y o" F ranscend�t., ire® `Selecl� (l ` � � \ Glass Panel end and be spaced approximately 2ft on center. Supports should line up apt Cortex®Hidden Fastening System for Fascia X X X it • 0* J vertically/perpendicular to the decking product. III _ -.-.1 Standard Round Square D Do not stack Trex Select decking more than 14 bundles. Starbom®Pro Plug®System for Fascia-Epoxy&Stainless x x X Balustors '; kr_ _ Q Aluminum Aluminum (standard shown) Starbom®DeckfastQD Fascia System—Epoxy Coated"and I I ©; t& E. Keep material covered using the provided bundle cover until time of installation. x x x f Headcote@ Stainless I r Il o F. See www.Trex.com for detailed storage recommendations, SplitStopT"Fascia Screws x x x 'Y o, p U 1 i f — NOTE:Pictorial representations shown may only"show one style of O p I a. Imp/r`s7d4 scene?coin is!content'Trex:Installation,?0Quide,o20� pd Simpson Strong-Tie Tie Fascia Board Screw X X X p g- *%•< railing,while others may also be used.Review-detailed instructions � FastenMaster a�Tra Ease®Fascia Fastener X X X ' to determine what Jolting styles and combinations car7.be used. O P �` y r� u 1.7 Warranty sue, f� • • . � IMPORTANT ADDITIONAL INFORMATION: A. Provide manufactures warranty against rot,decay,splitting,checking,splintering, ................................. ......... .................................... Baluster Type Ott Sect! it-Er fungal damage,and termite damage for a period of 25 years for a residential • DO NOT USE ANY HIDDEN FASTENERS THAT ARE PLUG BASED WITH TREX ' ntp installation and 10 years for a commercial installation.In addition provide the Trex ENHANCE PROFILES WITH SCALLOPED BOTTOM. A.Crown or Universal square i3 le ,'s Transcend and Trex Enhance Fade and Stain Warranty against food staining and • Trex recommends the use of two screws per joist. B.universal (Horizontal Application) Square 11 15 -�'- f N fading beyond 5 Delta E CIE units fora period of 25 years for a residential • All recommended screws are designed to be installed flush with decking surface. C.Trex Railing Support Bracket(RSB) * (Stair Application) y ) P DO NOT countersink screws. D.TrexExpress Railing Assembly Template installation and]0 years for a commercial installation.Specific terms for Use recommended stainless steel screws in any areas near bodies of saltwater. E.Rail gaskets Round/Square Aluminum is 20 - �e warranties can be found at;www.Trex.com • 2-3/4"or 3"screws can be used with Trex2x6 product. F.Balusters (Horizontal Application) ABA66Z 6X6 ADJUSTABLE POST BASE Z MAX FINISH WITH ONE INCH STANDOF ��' ��� • Muro T-Screw M-TX0300SEP listed above is approved for 2x6 decking(can also be G.Post sleeve cap* I2ourrcfj!Sgtral Aittmint,m lz 16 C Part 2 Products used with standard 1"(decking as listed above).This screw is collated and can be H.Post sleeve skirt* (staiiiApp'16 used with Muro Auto Feed Screw Gun FDVL41 Speed Driver.(NOTE:THIS IS NOT I. Post sleeve-4"x 4"(102 mm x 102 mm)or NOTE Basic installation for balusters is the same for all options. A COLOR-MATCH SCREW) 6"x 6"(152 mm x 152 mm)post sleeve)** When using round or square aluminum balusters,use correct 2.1 Manufacturers . All decking products are approved for use with Trex Hideaway Hidden Fasteners, J.Trex decking ba/usterspacers. ". -� � UJ UJ thus all decking products can be routed according to our instructions. K.Trex fascia NOTE.'If installing 42"(1067 mm)railing,use longerpostsleeves A. Contract Documents are based on products supplied by;Trex Company,Inc.,160 . Simpson Strong-Tie Deck Drive DCU Composite Screw in collated versions works L.Code-approved wood joist-2"x 8" and measure accordingly to ensure a proper cut-DO NOT CUT TO 51 mm x 203 mm) ACTUAL 42"LENGTH WITHOUT CONFIRMING WHAT STYLE OF Exeter Dr.,Winchester,VA 22603. with Quik Drive gun. ( RAILING YOU ARE INSTALLING. . B. Substitutions.Not permitted under Division 01 Fascia system screws listed above can only be used with composite fascia M.Code approved wood rim joist-2"x 8" 31 ° P profiles and cannot be used with standard thickness decking boards used as fascia. (51 mm x 203 mm)or larger NOTE if using past mounts,refer to detairedinstrucric»5 Use stainless steel fascia screws near water applications. N.Adjustable foot block(quantity of one is required provided wlthposf mounts for attaching these prior to �� ®o 2.2 Applications/Scope U pp in, I �a Not for use with sleeper systems.Refer to FastenMaster®literature for more for all railing span lengths) , information. O.Baluster spacer s Screws Supplied with RSB ; �O�t- A.Wood-Plastic Composite Lumber; 0 Contact 1-800-BUY-TREX for Escapes fastener recommendations. Cl.Wood screw for attachment r FESS� a. Material Description:Composite Decking consisting of recycled Linear Trex Transcend Glass Panel Parts List P.Pane!support molding of RSB to wood post/composite i Low Density Polyethylene(LLDPE)and recycled wood.The product is Id extruded into shapes and sizes as follows: Q.Tempered glass panel* sleeve ' l ° P R.Trex panel support molding spacerx a, project information i. Trex Transcend and Trex Enhance Decking Boards;1 x 5,5". If any Condition occurs Which is attributable to the use Of non- C2.Self tapping rail screw for ;; $ S.Weather-stripping attachment of railing to RSB it. Lengths-12,16,and 20 feet recommended fasteners,such condition shall not be covered under the Trex Limited Warrant PASCUMA DECK ADDITION iii. Color-To be specified b owner from Trex'standard list of y• y Item not included in the Transcend d 6"x kris. P y '"Both 4"x 4"(702 mm x 102 mm)and 6"x 6" GOIOTS. Fasten Master°TrapEase`and Cortex"are registered trademarks of OMG,Inc. (762 nim x 152 mm)post sleeves are designed to fit over Quik Drive'is a registered trademark and Composi-Lok^-is a trademark of Simpson Streng-Tie Company,Inc. 4x4 pressure treated post. b. Physical and Mechanical Properties as follows: Deck Fast"cap-Tor•xd and Headcote`°cap-Tory xd are registered trademarks of starborn Industries Inc. SIIMPSON STRONG LUS 210 GALVANIZED JOIST HANGER FOR 2 La to n i a Road C-Deck Exterior Star peck Composite Deck Screw is a product of Screw Products Inc. 2X10 NOMINAL LUMBER p Phillips 11 Plus'is a registered trademark of Phillips Fasteners LLC. Rye Brook, NY 10573 Test Test Method Value SpliMop"is a trademark of Titan Metal Werks,Inc. Flames read ASTM E 84 60 ranscend/85 Enhance Thermal Expansion ASTM D 1037 1.9 x 10-5 inch/inch/de reef Moisture Absorption ASTM D 1037 <1% Cutting post sleeves is NOT required. dravnngtitie Screw Withdrawal ASTM D1761 558 Ibsen Traditional Fungus Resistance ASTM D1461 Rating-no decayA. Pressure-treated post/Trex post sleeve,Trex post mount/Trex post sleeve*,or Joist Trex Specifications,Details, Termite Resistance AWPAEl-72 Rating=9.6 mount post/Trex post sleeve*(INSIDE MOUNT ONLY) UltiMat v es• Design Values Simpson Hardware+ Compression Parallel ASTM D198 1588 i 540 psi E3. 2"x 4"(51 mm x 102 mm)lateral top rail Compression Perpendicular ASTM D143 1437 i 540 psi C. Universal top rail scale date SendingStrength ASTM D198 3280 psi 500 psi p Shear Strength ASTM D143 1761 psi 360 psi D. Universal bottom as noted 08.0 1.2020 Modulus of Elasticity ASTM D4761 412,000 si 200,000 psi E. Trex balusters Modulus of Rupture ASTM D4761 3280 psi 500 si See page 6 for"How to Install Traditional Flailing". *Ultimate strength values are not meant for design analysis.Design values are for temperatures NOTE:Additional pan head screws will need to be purchased-see detailed instructions, drawing number TREX RAILING:36"HIGH;4"MAX. up to 130E(54C) SPACING OF VERTICAL PICKETS A-2C KEY PLAN 7 < 0 #2 cc One Story < Frame Building over Basement 0 -27, Ar\ -21 No. Date Revision 1. 08.03.2020 Issued to Bu Ung Dept --J IEW Fam. New Rm Deck notes Addt v,_ ;J� 4 A r 7� 77 "M % ;;;;i ecl� MW 7'AV WIN M11- A 4., 31 V'11-1� 64 A M", �Z M M AERIAL RENDERING OF NEW DECK �Mr,77 !61M 9 N A�M F J RAIM stamp U 'a 7 X "M of- ........... N, X 00 GU 0 7_1 % _n, 0 UJ 0 0� >,' LT W K., VIEW PHOTO#1 EXISTING CONDITIONS-EAST FACADE A TREX DECKING-COLOR:FOGGY WHARF K_/ 6082b <� 4� E S 0_\ TREX DECKING-COLOR:FOGGY WHARF project information PASCUMA DECK ADDITION 2 Latonia Road Rye Brook,NY 10573 TOM dravAng fifle Property Photos and Final Deck Rendering(Axial View) date V _17 Scale K 5v as noted 08.01.2020 Jell dravying number VIEW PHOTO#3 TREX RAILING COLOR:WHITE TREX RAILING COLOR:WHITE VIEW PHOTO#2 A-3 h t n V J �t 03 i 8 107 j LOT ,I8'8Z 3„00,LOoo S -L,v v-ws7v-7IV 70, £6'P6 nog zF �- 107 I cr P r -tA aj 107 r A> ;a F t `• i w •SOT r �.y`�� � .ram i•`\, Q 7 s� 9£'£FF V �\ %9p'6 W ,00'OSI �} fru S„OO,G0.0 S = ar �J Q W a vo y W w 4 �M C•.t V� �'�w �O 'c+r 14 -za W� a�o �s .. w W C1 q o Q q U rti� ��o�' w 'a t`� �xw ij ©�.( � �� �.}' �y�� J V•.t" `""' � J O a� Oat U� 4 YaUa J aC,a4 y a> '�� lz rC �vo a �� �w z�Va � ��.sa C WW2,�} r NLl '�+` N y� ti w w �� a x •�. �•o a< ON Q o W `� W Q' } ✓j W W Q C7 y a < " 2, w � �xwa w z ow �� NON �a "s U U O nn n Q�w°ot Q, W �i e Q ram, O�'Er �J �",�W N `, O �Z)aaaa A ,..� h►� W W trJ.. �..ytol 5 W �Ewa wa a wz�V, �a zaa o a �'�1�' ►�,C,) W Fr�y?..,. 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