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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following;before applying? TOWN HALL ' - ' " , Board of Health SOUTHOLD,NY 11971 ' V.E - - 4 ilets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631)765-9502 SoutholdTown.NorthFork.net PERMIT NO. ....,„ , ........, Check Septic Form N.Y.S.D.E.C, ______.., Trustees I FC.O.Application Flood Permit Examined ,20,. , Single&Separate ' Ston-n-Water Assessment Form 1'... 1 2--1- - ' Contact: .. l i., i Approved , ,,20 , Mail II,s'approved ac ' Phone: i '--,...,,,' ,-, Expiration ,, __.c.) ,20 1 , ' I / 1 1 '.1411 sing I s!,ecteir. I, ._ ...... _ APPLICATION FOR B 1 DING PERMIT Date 0 Z... 0:`,1> lIl "7 ,20 INSTR.UCTI ONS - . , a.This application MUST be completely filled in byty.fieWliter.ror'iiiink.,anctsubmitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on prerpises,.relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may;not,be conynericedefore,issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the,work. . . % . e.No building shall be occupied arused in Wliole or in paiffor any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f Every building permit shall expire if the work authorized:has not commenced within 12 months after the date of ssuance or has not been completed within 18 months from such:date:,if no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspectbismay authorize,in writing,the extension of the permit for an athiition six months.Thereafter,a new permit shall be required. A PPLiCATION IS HEREBY MADE:to itheBudIdip.02?.epp.romentfor the issuance of a Building Permit pursuant to We Building Zone Ordinance of the Town of Southold,$ .1091k CiuntyrNew*rk;and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or altre4iionS"ot>for i- movp.1 or demolition as herein described,The a.po icarit agrees to comply with all applicable laws,Ordinances,building,code,,,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. „ . (Signature of applicant or name,if a corporation) (Mailing dress dress of applicant) State whether applicant is owner, lessee,agent,architect,0.' gineer,general contractor, electrician,plumber or builder .. , Name of owner of premises (Asbn the tax rdll,or.latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. Location of land on which propossd work will be one: 2 5 o g.,7 c(4 Ar'R-' t7 5 0 1 .....„,N 11--- -- Flouse Number Street Hamlet County Tax Map No. 1000 Section - --. Block 0 r-- "' 'Lot I 6„h Subdivision_ Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupanc_y of proposed construction: a. Existing use and becuparicy ..5 IN 6 L :_ Film Kses. b. Intended use and occupancy c"rM 6.--- . . . 3. Nature of work(check which applicable):New Building Addition Alteration. Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number'of cars' „ 6. If business,commersial orpixed occppancy,specify nature and extent of each type of use.Ni 7. Dimensions of existing structures,if any:Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height i,, ..y. ,' I. , Number of Stories 8. Dimensions of entire new construction. rout , , ,,.;;'li-. .4i,,q, "Rear), 0,. . • Depth Height Number of Stories 5 —f - c...)''. ici,,,fe 9. Size of lot:Front Re r ,,; ,,, ,, , Depth 10.Date of Purchase Name of Former Owner , 11.Zone or use district in which prerhises dre situated`, f*--46--O " n 12.Does proposed construction violate any zoriingrlaw,,Ordinance or regUlation?YES NO 13.Will lot be re-graded?YES NO Will excess fill be retrtoveci from premises?YESK NO ,...,,.„,., O . , 14.Names of Owner of preres —,.r.;I L....e.,,NI„ ,Address .,:,,, . , , Phone No. 0,/..) 6;i 0 Name of Architect ,..>(1.4.1X-4.-/e..7:1Z--, A:1:10ess. .r...„ ligJ, • ' Phone No '731— 1—id-IS-- Name of Contractor •• ,--A1,, Addileds- --, i' "^" ', ' - • Phone No.' 15 a. Is this property within.100 feet of.aticial wetlanthor:i/fteslketFtWetlartd?o'.'YltS NO *IF YES, SOUTHOLD TOWN TRUSTEES 8:1D,E4CgT''', I TS'IM`At13_,E'REQUIRED, b.Is this property Within 300 feet-of a tidal Wetlind?*0-YES)'', . NO Pc, " * IF YES, D.E.C.PERMITS MAYBE REQUIRED.H'''' 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on propertY is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?* YES NO y * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF SA , 4,e K f l'illvf-f---it:tri.,.bethily sw,orn,deposes and says that(s)he is the applicant ,r fame-of individual signing contract)above named, ' . ' (S)I{e is the , 744( 11/17;6'r (Contractor,Agent,0 po97rate 0 ficer,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 knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. , , 1 S n to before me th4._ /1---- day of .1f-?/-a-,-("Y 20/6 / UtV o— VI AF1Y t.„SILLECK „ - tary Public ' state ol New Yoric Siinature of Applicant NataN rub"'s 4984608 ' p,„io 01 I i Distilled in Suffolk Counrt Coiif_..7._ mmsson EXpife5 July 29, ....11-,INV 1....1 UI I INA-II i-r's.I I IN SITUATE: ORIENT TOWN: SOUTI-IOLD SUffOLK COUNTY, NY ee, #,,, r ' t' W E SURVEYED I 2-01-2015 SUFFOLS,COUNTY WI -n-o 5 ve-vE, 4,01-f tech) s I I 000-25-2- 1.5 i .; "/ i) ' CHRTIFIED To: V- ed-r1 4201 Lori Fallen v 1100-r First American Title Insurance COELPallY ropotwe c)f ----I LAND WsriC,i)R.LANG f, , ,, “82005 00 e N , 41 .50 „. . .1.-, I Vt F I OARN 1 1 1 I 1 "1 b o 7...,1 , 0 ill oz ILJ pApp ril oil :4= (11 .A." Sal 9 F-I-00 a- U (,1 1 0° 1 1.6 r: ot C) u ' (")44---------__„, 0 >-• (2 i"{) 'NI / ,// ,,,e.---- fle-419_ r2F-P- ' „-.-, - zez Oro , , i 1u a on i51-fL 4opiTt , ;•„11 zo 2 • oz 1 ammo' oki 0 o id 2 1 I 67,o '11 Vo4 I t4fA/1/ 12,9,,r Afe v-4 - l000SF z 7 cf- z_tY1-1) b i 1 (..1)g* 014) 1pUr 1 o . 1 cv 1 10 cz 1 cm 9(I rIl f'J-1,fit , u , ) 0 1)0111 I9331 1 bg, LONC. UR ORChARD STREET asphalt roadway 1 _ I I1 1 NOTP5 1 Iff MONUMENT fOIJNO JOHN C. EHLERS LAND SURVEYOR .,....Y,---, OiAIN MK ITN= ,,- G.ekkepf, --. VI.11.MCC ','* 0 4 4,A%e ,..,,. 4 41 1" 1 6 EAST MAIN STREET N.M.S.UC.NO.50202 ,.;*1 Area 2.33.318 50,.Ft. MERMEN),N.Y. 11901 369-8288 fax 369-8287 1. Area =0.7649 Acres GRAPHIC 5C. .- a ioncyslandlandsurveyor.corn t,,,%, IN gni aim 4„A,s, 5020 4r,,,,,Or I 5 208 0 I n z a *, a M cto --1 wCD PO � � d > b O to O rr X m CD �-I U wri," a fl o ti � �-� ,-1-1Cl:' CD O CD C) O ' a c a. r-+ - , .., `CI O' `'Q CCD •go ~' C m• v JIg Il ,-s ,-1 -o 1 , w '' o n ~ o C CD CD ,--r-r Cr) mO 4 'ti 0 `CIOy � ter• - CD OCI iv o N — - „J .--1 0 .. i,,), '� "" ' S cs C M SI) , p P ::-_, r+fl) Q r+ p O Em C , o -, 0 �S COD C G ~''ci 0r o' �-, 0 �-s G o- w p �, y , �'„�� 5 5 co O `JG sw N CQD —� C � 1 o co cc, eD d CD C�D s A� G CD G O -`� G 0 Roo r-+ Cn O `� r+ r r 11) CA `Y CD Qq ® C �„ m 1 , a1 coo . g Pr O � --r i (-)u) O OQ Oq a C o ff„,,,, .. `b ,--.-4.t O O `C C O O E C 1 w % c -t ` . `n P� O CDriiii F) OT:i ®a ,,,,, z GCC Vn D.14 to O H< 7 (1) 0 O A CD pCD o i 4 r c) ,.7...:, , ° Q CD CD CD r+ b i d; o t U) cr rt,• C) A- CD rril . .� i 0 cz) CD s' o o wc _ otl ”am SEr -ti I \ I ;, Ga CC) -ti . V P0 " 7Io , cw CD Q' 0 o a ws 'sCD- _fd p rD t. a 1 V Town Hall Annex � . •1p Telephone(631-1802 54375 Main Road »=a Fax(631)734-9502 P_O. Box1179 ?7. = Southold, NY 11971-0959 " \ ` it gar BUILDING DEP ARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUtTION, PRE-ENGINEERED WOOD CONSTRUCTION D/OR TIMBER CONSTRUCTION „ Date: 62 r I ti� F , Y Owner: z w Location of Property: "12 ;'� �, ro Please take notice that the (chedk as ,lc 'b�,e"line): s 0 New residential structure ,,, Addition to existing:residential structure Rehabilitation to.ari e .isting.r sidential structu, re YS , at theubject d e. « r w. . to be constructed or performed r eferoitce above will utilize (check applicable line): Truss type construct on( 4 " arrPre-engineered 'wood nstr ct61 (PW)-: •ry Timber construction ,it)” in the following location(s)(check applicable line): A Floor framing, including air-deft (F). . / • Roof-framing(R .M- Floor and roof framing 'FR) .. Signature: Name o.,submitting this, "m): . Capacity(check applicable line): Owner Owner representative TrussResRegl5_docx Effective 1/1/2015 REVISIONS I lima 1n1 immi Om �` — _ — — _ _ _ — F -- / — —— — _ _ — Om" r59....- F----_ _ \1711,4 _ TTN__ - Imo.rm - .t Am r4 w_i' _ -- 7�too�t — 71r `7+ G II I I �. ��'i a , k -- — — — — — — — — — t._ f r U.I- 1_ �' T� -- I . U In e-1 -r- n t' 71- ' — N ti x .07 — — — — w a M U ,-- - T n ® L'Tisplims- wool -+-+ K �" w 1 V Nv I� 00 �ril �1 �1 1 r � � � O o• ho d1 Illy —ro:rlll/l rroZll�- �[ w m I 7. eh. �lrrtl�� .- Pi JC m 1110111••'1 ilia l mf _ coli \ _ ��� r� 5 r .=„ io iiMiNiMitilliiiMMiln 2.*‘.: '''' ''''''' ''.' Ir1.1111O1Olrrl�r rri�tl O EAST ELEVATION_ H SCALE: 1/4" = 1' w H VI ao � � Q 7ii-WasTreiri '411.41 ¢ w 1 rro Z _tart1O wlr� IIMIMMIIIIIW XPi ._ . `_. Ila fifi0 v - 1 IA II�IIII� _ -- si rl���lll1111 i i CC -,r lo»•mu 006-01111 W - - _ - w w Z — -- z Z W ¢ W m - ,—� 0 0 imaffloso -- I .N1 EtN tpitg_ 4 D D 4.1 07 —M-11111 i - _ s . - tr - v r . �' ''' 'CDRAWN: MH/MS --_ - — 77.:;:;':" VM " �C^. SCALE: 1/4"=P-0" \► ♦� • ♦\♦\♦ L ♦\♦• ,. °� a `�; "'---" " "''' JOB#: li. .1, ,,,f .,.: 1 .�^" February 11,2016 r'! ! 1.: if SHEET NUMBER: A e:-....---., " \\ ztei, NORTH ELEVATIONbL3 .n + '� � .r SCALE: 1/4" = 1' . C.t • a REVISIONS • L 43o,,. : �,©© Apia arm^ U n . � ��' ] en M � Le 41111. 111111110:21011111M 11111. • E-2)1 ti — .� V o 2 in — — — _ — — — tZt r0 — — o CA — z —-- — — - 0 — — -- It l , F _. ,......... _ , ..._ _ _ _ _ _ __ ___ , __ __ _ __ — 1 g— - x a __ d � Z w w r . ._ n ., _ ... Q <,_ 1 Mil♦ WEST ELEVATION SCALE: 1/4" = 1' 44ccO p W � z Q w W O CV sme-'73 s,..,." ^ �C.f, Ari-,'x",- ., x 4'�IN �� ., DRAWN: MH/MS ': $ 0 f .r+, �'.A A Ca . * R SCALE: 1/4"=l'-0" ' , 77` JOB#: t `'1= ,b!Ir * February 11,2016 ,� „y-. , SHEET NUMBER: war 4- ,, . 4 REVISIONS 26,-8" l i\r /i7:11113'—�" >� LEDGER BOARD TO BE FASTENDED vs," ' /"�, ,�c. 13 —8 TO BUILDING WITH TIMBERLOK® .ei,s// k�..g+ f I' , SELF-COUNTERSINKING SCREWS® © BY OLYMPIC MANUFACTURING ISM 8x16 VENT (2 SCREWS @ 32"O.C.) o - ' - ' - - • - - . - -"rI 1 \ ^' ` D^ G •D^ d - o . d ,^ d •` v 1 111 I 1 ' I 1 D I n l I -+�� #5 REBAR @12"OC I I &AT FTG. (TYP.) _ a 11 1 / / 4"dia„1/4”STEEL COLUMN \ = .•4 'ii r 4 N 4'X3'X1'FTG. -, U \ - O III p (3)#5 REBAR,LONG "" (� nI r „ ��„I (4)#5 REBAR,SHORT X "_O I ' I "� III le—0y 7 —31/4 [VERIFY_LOCATION] 5'-23/4" N -6 12'-6" \ w"1 ti --11ALtY•COLUMN I I�III U n II 1 LALLY COLUMN---+ I ... H 2'X2iC1'FTG. 1 1 2'Xz'Xl' TG. 4 V 111 Ni --�--+ - ,-1-t F Z alll a b * != r 1 1 -- U 111 I M ti 1 (4)1-3/4X7-1/4 ML GIRDER W (4)1-3/4h�7-1/4 ML GIRDFR (4)1-3/4X7-1/4 ML GIRDER + 0 I ' _ in ,�,,,�V ��10 1coc° �� C, en E'1 : W 1 o I I —� 111 .. V '^-1 IM 1 ALLYCOLUMN I 1'-0" 1O'-5r' L(� x Lf) , it, CS M 12'X2'X1'FTG.' V / G 1 moi+ 00 --11+r-i m / [VERIFY LOCATION] x _ - 10"dia.CONC.PIER 1 III 1 ,0 1 LAKY COLUMN 2'X2'X1'CONC.FTG.1 III w 2'X 'X1'FTG. ; 3'BELOW GRADE I 111 a P. N O + _+ _I__.--Ni ) r _* 11+r-i I ' I (4)1-3/4X7-1/4 ML GIRDER 111 O. - '^ II Ln V "I cd ii 1 Ly1 01 1 cd 111 cc 111 EXISTING \ REPLACE EX.POSTS D� - V 11, 2 w/NEW 8X8 CONC. 1 p III EXISTING LILLY COLUMN . I a 111 'xzxrFrc.' PIERS ON 2'X2'Xl'FTG. I I ¢ `I �j I ,:// [VERIFY LOCATION] I ;_-- ''C M v) X 111 EXISTING I 1- I1 O POUR 2"CONC.SLAB In ON EX.CRAWL SPACE N111� 111.60 - - E.,,I I DBI 7)8 ACO DJ na 16"OC ' 11 I W a vl /FX 7X6rsFJ@24"OC o ' n11 -F-4 E"1 a r • .D / D ` 111 I 1 .p I z --I l i F-i /r( z 1 11 ,1 111 1 I 1 , 114,-..... --..._! CO X 111 I HJJ awe C LUMI:J 4"dia.,1/4"STEEL OLUMN LALLYICOLUMN 1 LALLY COLUMN D w 111 1 A Q'X ' 'P-Q, 4'X4'XV CON .FTG. 2'XXXV FTG. 1 2'X2'K1'FTG. -I p u 1 I [VERIFY L CATIONr 1(4)#5 REBA e.w. .--0--+ r:p4;LGRD .l '_-; ER-- .. .%-c):::1 I / 1 `n g'-5" j 2' 21/4" / 1' 0" 7'-3" 7'-31h" X � [�-( 1("� R� N (-NI 111 I �"�� o CRAWL Go •a �r -co Qom, \ \ - zo I C I 111 1ill I 1�'1 SPACE1.0 #5 REBAR @12"OC r--11+I--.1 ' 0 1 111 I 1 Z-----.E..,ATM.(TYE?) ., t. 1 ... . I \ vn G. v a. Q. .v a pn. 4• ' -v _ v • v `-‘1• v a. - v - . p Q• • V -• • , 1 I I o A• f l u d .0 . . Ad .L1 . Gy • \ \ \ 1 '-"-`.I ' I,l \ 8x]6 VENT ,7)• 13'-4" 1 13'-4" 11'-0" 1,0" / / 26'-8" 12'-0" W / / / / / / Ci) Ct F._ C) O W 1).8"THICK POURED CONCRETE FOUNDATION,3000 psi.ADJUST HEIGHT FOR 4).PROVIDE 6"ACQ SILL PLATES UNLESS OTHERWISE NOTED.SILL PLATE TO BE W FINISHED FLOOR HEIGHT TO MATCH EXISTING.EXTERIOR OF FOUNDATION INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR FIBERGLASS Z TO BE DAMPPROOFED AS PER N.Y.S.CODE WITH A BITUMINOUS COATING. SILL GASKET. CO F— EXISTING Z a Z / /// 2).FOUNDATION TO HAVE 16"X8"CONCRETE(2X4) KEYWAY IN FOOTING. 5).PROVIDE 5/8"DIA.ANCHOR BOLTS AT 3'-0"O.C.AND W/I 1'-0"OF CORNERS, W FOOTINGS TO HAVE 2-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS ARE TO HA:I.E.A W Q UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR LT TO 20BEATTACHED TOSILL PLATESWITH 3X3 SQUARE WASHERANDNU3).FOUNDATION SLAB TO BE 2"THICK. 6).DOUBLEUPFLOORJOISTSUNDERPARALLELWALLS ABOVE.PROVIO BLOCKING AT 8'-0"O.C. (MAX.)AND MIDSPAN. LO CV / / / / A S N PROJECT NORTH FOUNDATION PLAN G` �,-• ` � b 0,. i ✓ 4' DRAWN: MH/MS E SCALE: 1/4" = 1' �f,.7. - r i SCALE: 1/4"=r-o° 1 r { ,. ",�, I N. � JOB#: t, 7 14:5'..,,,a, .'. ;'1 ; February 11,2016 1 6 " } ":�- i W 'J.'9` SHEET NUMBER: = �` -3 . REVISIONS 26'-8" / / » 21'-11/2"/ �t ,"^"YPfi /5 -61/2 / � ` ./ TW3036 ,IIP© A� ,--:----,-,, (2)2X8 HD 1L / / 5-1//4X5-1/4 / / _ 1 // 1.8 �ARALIAM / -N ° s V I // 10 �� COLUMN IT 0 N i I III o o III -- ���� ��� M KITCHEN W III ` I'-5 0 6'-31/2" 4 5-1/4X5 1/4 DESIGN BY OTHERS ' = N 11 IIII J 1.8e PARALLAM // (21 11-7/8 ML t HI (DF#24 o BATH COLUMN , @32"OC o - U "' .�--� .N a III I POST N / . ��. . �. . ./,�� . �� . �� . M 111 III .. _ _ . . _ III (2)11-7/8 ML w/1"STEEL BEAM f III EX. LIVING ROOM ` % / W Z p Z 2 III �--- ///�//I 2'-6" l;///////':: " v , c., ti-) d III _�) (3)2X6 C ,1[i R v m III DF#2 tl III 1 1 U e-I III -� III _ I I POST"N 5-1/4X5-1/4 / H I �N 1.8e PARALLAM III N I I /I-3/@11-7/8 ML/ n l N tt r,3 I COLUMN z 0 RA I I I I I 16"OC 10 cv, / a. ;.-- I1 i I vl (2)1-3/4X11-7/8 ML @32"OC .•""....' eN n1 III II / \ III IIIN I I III �i///// 2'6" V////7// III (3)2X6 d III E;IC. ENTRY Pri 5X2 1/2X1/4 �i DECK / DF#2 III POST TUBE STEEL— M III I I / ' ,> III / 8'-0" �� 17'-81/2" / I III JJ III III I I EX. PORCH I I LNDRY / j 1 Z e l _ F---1 El EXISTING STAIRS AND RAILING PANTRY / / L �' I / /1 I-3/4X11-7/8 ML / a �� III w W III @32"OC �� / III ) g (3)2X4 / LI, H III H. QF#2 .- - ILI N I POST (2)11-7/8 ML w/1"STEEL BEAM _ _ � v �"'� III r\ o Q' III �_!t—'l �� �� ��L__ _ m III EX. FAMILY ROOM r' (2)it-7/8 ML III ' / 5-1/4X51/4 0 III @32"OC I11 //1.8e PARALLAM _ _ w III : / COLUMN }- I III U \i) ' D, C. ,^ III IIIV C) ` I O vl III III ,3 O III / om�\\ �,,..I III V 10 \\ l ' ill5X2- //2X1/4 H 0 / 1 TUBLE`STTEEL /� L:� (2)2X8 (2)2X8 (2)2X8 (2)2X8 (2)2X8 / I I iiLkHDR HDR HDR HDR HDR QI� \ _II %/ /AISI%/////I -:I��I'.�.- H \ TW3046 TW3062 TW3062 TW3062 TW3062 41114-14 7'-7 TOW r" 7-7 TOW r 7-7 TOW 7 o 7-7 TOW \ \ fff r»I /iy� fy9'-4" '-4" 4'-O" 13'-4" / I26'-8" 12'-0" / o / 1).USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH 8).APPLICEXTERIORABLE.POV DENGSDETOHAVE PROTEC DESIGN-PR PANESSURE SS WITH FRUPGRADES W MALL ERE T^ IT AG SHANK OR SCREW OK NAILS AND SUBFLOOR ADHESIVE PER HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. V 1rt • MANUFACTURE'S INSTRUCTICTIONS. 0 9).ALL MULLS,VERTICAL OR HORIZONTAL TO BE PROVIDED WITH O f— }- 2).VERIFY AND ADJUST PLATE HEIGHT FOR FLOOR JOISTS(8'-5 1/2"+/-). 2X DF#2 STUD POSTS UNLESS OTHERWISE NOTED. 3).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.. LLIJI 10 .INSULATE ALL EXTERIOR AND INTERIOR WALLS.SEE ENERGY Z CC w EX. DECK ) 4).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. COMPLIANCE REPORT. Cl) H 0OUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE AND UNDER 11).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEETROCK. Z_{ Q W 5).D BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT (Tl = O rl ALL BATHS.PROVIDE BLOCKING AT 8'0"O.C.AND MIDSPAN. SHEETROCK.USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE I!� 6).PROVIDE 3-2X10 DF#2 HEADERS OVER ALL OPENINGS UNLESS AREAS. I 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 12).ALL FLOOR TILE AREAS TO HAVE MUD SETTING. ...i CeW MICROLAM HEADERS. 0 13).INSTALL 12X12/14X14 NICHES AT ALL NEW SHOWERS UNLESS N in OTHERWISE NOTED.,TOWEL BARS,RINGS,TOILET PAPER HOLDERS,etc. 7).(MAX.1 FIRE BAND INT,FIRE COLLARS,WALLS,CLOAD-BEARINGAetc IN CEILINGSALLS, INSTALL SHOWER BENCHES AS SHOWN ON PLAN OR AS NOTED. (MAX.10'OC)AND INTERSECTING WALLS, FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. 14).INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. ;;'' °,L -, '^.. 0 0 Et PER CODE. it *e.:;'4 I � ^\ O .*".01, "per ,t' DRAWN: MH/MS I, W1ST. FLOOR PLAN :'� � �r,, ��� g � �. '`'^ SCALE. 1/4 —1-0PROJ � n Al k% lf JOB#: S N ECT NORTH A{ � / // February 11,2016 SCALE:E 1/4" = 1' .7-::';,- - ml /( t �� y /4. 9 SHEET NUMBER: ASF ...4 REVISIONS ` ?„,:i jfr 'ior dig ©i"4.**0 MIMI I I / • . / o I20'-8" ♦ N en X , / 17'-10" 2'-10" ♦ Ni a 2 *, a ♦ . ti 4 -81/12 8'-5" 4 -8�h if dr , ♦/ s w ti EXISTING BEDROOM TW2436 ,/ 4 14 o z TW2436h. / U ///////// I. I liiiiioiii/ //////// \ \ t / (2)2X8 HDR. (2)2X8 HDR. / / m ' / / o ` \ / / / / - I / / • / // • / p0 \ ' II ////////% I / I I EXISTING BEDROOM „ ; 11 �, 2 -10 TI L_ 7 -4 • o � ° o -re CAZ ____} EXISTING LOFT L. r �—� N z O �I / m, H \i 0-4 / - U W j , �� // L77—. �/� w EXISTING STAIRS AND RAILING / ///////// . / r-a / \— //////// 00 a BATH j / ' P4 ' 1 V ///' \, + / 0 Q O 0-1 `\ (2)2X8 HDR. / (2)2X8 HDR. / // iiiiiiiiIII••■■•••... Icar - I i A(////7//.\ \ \ O TW2436 TW2436 '- I • 'EXISTING BEDROOM r 4'-81/2" 1 8'-5" j, 4'-8V2" / \ Q 17'-10" , 2'-10" , '" 20'-8" `. n n rr \ 1).USE 2X6 T&G SPRUCE FLOOR DECKING OVER FLOOR JOISTS. 6).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, �/� 2).CEILING HEIGHT AT 7'-6"(MATCH EXISTING). FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. C 1 PER CODE. O 3). EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16"O.C.. 7).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE O W >_4). EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING W HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. Ce W 5). PROVIDE 2-2X8 DF#2 HEADERS OVER ALL OPENINGS UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS 8).INSULATE ALL EXTERIOR AND INTERIOR WALLS.SEE ENERGY F. ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR COMPLIANCE REPORT. Z o Z MICROLAM HEADERS. r-r Q W 9).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEETROCK. w = EE 10).INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. V rT�i IX W ^ O S N PROJECT NORTH 2ND. FLOOR PLAN .-„ tri w E SCALE: 1/4” = 1' Ar Nt ,;`,7;,----,,,` C,< '''''i si �' f sf"+4 N 1 DRAWN: MH/MS 0} �K"`14'`y "i4� ' SCALE: 1/4"=1'-0" `"I r t, M JOB#: -, °�'�, j ^ 1' February 11,2016 �to, U �� SHEET NUMBER: is Cyr_-1t ^` _5 REVISIONS v ' /- 12 \',v-Loriji.-, r• .�Y / ....-:,,, . t 1 wry,' * ./r� %;0* cc 1©91$1i;©© IIIIIIMINIIIII I i i 1 , 1 1 1 --- - 112 II -- -- -- -- -- -- -- -- -- , o 4 A. r-q LV `r4Y , m 12 U ,P 5 I/2 ev,0 / 2X8 DF#2 IS #.. M .ry +/- RR @16"OCy P.' M ^4 I 1 2 Z U o 2, u, �; 1 1 I I v , co t. I I 1 I I I r - -- -- -- --- ^ ,1v� O x m I i I 1-3/4X11-7/8 ML RIDGE I I -- -- - I I I I 1 .... V H i -- -- , I I 11 1 12 I 1 1 I I 1 1 I - -- - , 3.5 o •2 0.. • LI II -• v I 1 • 12 , O cf ,. 51/2 @ / v.) +/ cc q cc i I I < a I I I /6c...), . 00 / , _____ _ _., . 0 �- . i.r H w c.,1,..4H , ...:,12 o ��+ W I1 4-1c. 4.1 cc cc ti�A O - - - - - - -- -- -- -- z 0 H 1).INSTALL 2X6 DF#2 COLLAR TIES AT 48"O.C.OR AS SHOWN ON PLANS. 8).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING ^ MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. (—I 2).ALL LAY OVER PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"DIA. UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE GALVINIZED LAG SCREWS WITH WASHERS AT EACH RAFTER. WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS COMPLETE. 3).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, 9).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. USE GALVANIZED(ZINC COATED) ROOFING NAILS,11 -12 GAUGE WITH AT PER CODE. LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. USE 6 NAILS PER SHINGLE.NAILS TO BE FLUSH WITH SHINGLES BUT NOT 4).APPLY 1/2"THICK FIR CDX SHEATHING OVER ROOF FRAME. CUTTING INTO SHINGLE SURFACE. 5).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND 10).VENT ALL ATTICS(INCLUDING PORCHES)AS REQUIRED.USE COR-A-VENT 5-400 DIRECTLY TO THE DECK ALONG EAVES. AT SOFFITS,COR-A-VENT X-5 AT ROOF-WALL INTERSECTIONS,CAF COBRA �/� RIDGE VENT AT RIDGES,AND GAF MASTER VENT LOVER FOR LOW PITCH ROOFS. V 1 Ct 6).USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING.IN AREAS W/ CONTRACTOR TO INSTALL SOFFIT VENT ALONG WALL SIDE WITH TRIM TO O 4:12 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT. CONCEAL VENT. 1— } STORM WATER MANAGEMENT DETAILS 7).ICE&WATER BARRIER TO BE USED IN ALL VALUES,RIDGES,INTERSECTIONS 11).GUTTERS,DOWNSPOUTS,DRYWELLS TO BE INSTALLED/REPLACED AS REQUIRED. O W N.T.S. WITH ROOF AND SIDE WALLS(TYPICAL)AND 4'PERMITER. Z GUT ERS DOWNSPOUTS DRAIN PIPE W Zri ° W GUTTER SIZE ROOF AREA ROOF AREA DIAMETER OF ROOF AREA ROOF AREA DRAIN PIPE 1/B'SLOPE GPM i/4'SLOPE GPM R()0 F PLA N(INCH) ®1/76"SLOPE ®1/B"SLOPE LEADER(IN) SQ.FT. GPM DIAMETER 5 N PROJECT NORTH = 0 3 340 480 2 1088 46 3 1644 68 2320 96 4 79 0 1020 2-1/2 1974 82 4 07 3760 156 5300 220 O 5 1250 1760 3 - 3220 134 5 6680 278 9440 392 SCALE: 1/4" 1' ►ru-J1 6 1920 2720 4 6920 IBB 6 10700 444 15100 628 E ^ O OGEE GUTTER STANDARD 5" 1r�1� • NOTES: Al.,,,....0. kLi.... W 1).EXECURON: A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. ,; ,,,!:91.r. 2).PREPARATION: ,J +�.�� / A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. -t�qr V„ '1"�, s*� B).PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR 0•Ry f \�C City, ‹,,\ ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. �.P. "i '44 ROOF AREA:1000 SQ FT. C).PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR �'� �� eel, } AT 100%WATER RUNOFF:167 CU.FT. ♦I METALS WITH PROTECTIVE BACKING PAINT. �i'�„y „�y' eT, , ••P�A4t ti, 3.INSTALLATION: R pi' [ r'I•.f-- -;;''.t N t f DRAWN: MH/MS A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. ) 7, )^+ PROVIDE(1)8'DIA.X 4'DEEP DRYWELL 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. ` Zr w. 1, 7"' DRYWELL CAPACITY:169 CU.FT. 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. 9i q"iii,P,1? SCALE: 1/4"=1'-0" a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND -e 3 �` g�, TOB yy: ACCESSORIES. t It W_.-�y' N S J tt B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT ... ✓✓ �' \ CONNECTORS. r.q=• , February 11,2016 3)CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL Yq �. _� CONNECTION WATERTIGHT. \> 1`-2` :;:).7 07d;c�/' SHEET NUMBER: ./er:, <�a �w �5�;4 1� DRY WELLS TO BE 10'MIN. 4).PROTECTION: .'"*.,`41,,4' \��� A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. ''" �. AWAY FROM HOUSE B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL --..' �''• �� O / COMPLETION. C C • e 0 O • REVISIONS • E / CN \ / 1-3/4X11-7/8 ML RIDGE / ////' 2X8 RR .41 «I77.7 / @160C S 2X8 DF#2 CJ @16"OC y 2X6 T&G SPRUCE ti V1.4.1 1;1 I I y 111p .III!"�t `,4r0r 2X4 RS FIR SHTG. N I 410 0 ./., 0© 0 411 I FLOOR JOISTI10. CD I• ////:///:/// , - ly1 .. 4L. 2 TOP OF NEW FLOOR y k8 RR OVER THE TOP O TO MATCH EXISTINGI. - 2X6 T&G SPRUCE ____ : @)6"OC - HANGER AT — — / ---A __ EACH JOIST - N //// 11 11-7/8 ML @16"OC III _ _(2)11-7[8 ML @32_OCQ_ _ _ ` i inti hili i iiltrt.`! — - \._ - - m I L — J \ :. U (2) 1-3/4X11-7/8 OPEN BEAM n1 a ML (SEE DETAIL) 1-3/4X7-1/4 ML PER METER~I 0..., M e--1 X tt LEDGER E D.,80L ED TO P•.I -,.i K • w ® ® STUD WALL(TYPICAL)SON I ,. U Z 0 U GC u on 'EXISTING 101 = - �+ o + I cn °� �,1 aG o x m N "'I I U M .01 3'h RAILING(MATCH EXISTING) `O v »I z 0 • �.I \ a 4 0 0 o TOP OF NEW FLOOR '; NOTE:EX DECK LESS TO MATCH EXISTING 3/4"SU:FLO. 2 - THAN 3O AFG 5/4"DECKING — _ +l _ — r „ u' 11 •1 f "'titititititi?it"itiiiti?i? iii I in iii EX.FJ ,,► ,l, al i�'.��iYi',.�i',N DBL.2X8 ACG DJ @16"OC /1'• /< " DBL.5 1/2 ..,. — - — - — / / ML @ 16"OC 6^ACQ SILL 4b (4)2X10 ACQ / EX.GIRDER / TERMITE SHIELD • GIRDER e.e W RELACE EX.POSTS w/ SILL SEAL • s�i ` \ U 8X8 CONC.PIERS ON POUR 2"SLAB r °� 8"PC CONC. `'.a 0 NEW STEEL 21X2'Xl'FTG ON.EX.DIRT • DAMPPROOF WALLF PIER -`'••- I-� LALLY COLUMN i / 2"SLAB .d Q i :L a p. UNDER POST ABOVE l/ °o.• ,.d l to, d e ▪ n r•' ° / . 16"X8"CONC.FTG. CONC."X12" - W 03 03 / 30"X30"X12" CONC.FTG. (2)#5 REBAR FTG. U 11/4 0 / // (3)#5 REBAR ew ri(,- 1 1/4 f 011/4 011/2 0 11/4 / r / i / // / / ,. \ SINK I e ° • ".•e —1 o. ^,.d v .d /I I : W W.C. LAV. a p•v 4.. �•oA� ,I._, W I-14 Z D.W. l W.M. 1 SECTION A-A ^ SHOWER rl II3^ 24"X24"X12" Z F.A.I. CONC.FTG. f 20 11/20 O3 011/4 SCALE: 1/4" = 1' 4., ° 02 C.O.11—\.G.. Z 3C.O.II—`a� I C.O. 1 U W \ 4 3 O ^ o SLOPE"1/4"PER FOOT PITCH TO DRAIN (/2'�) E—IO 4; TO APROVED 1--a a 4^C.I. SEPTIC SYSTEM TRAP HOUSE i W PLUMBING SCHEMATIC 24"0C `" 1' 7 i�1 Q let Is- !ill �N.T.S. '� i j i �I 7111a%1111 :.,...,g1.N111qREScheck Software Version 4.+6.3tJI, Jd I 1 I) I � � V1I/ ® O i � __ic.iii Carrnp[ia ce Certificate r �1 i r i ® r r I �I °° 1 I ° I ( , 1II I 11 I ( ' r410 STAINLESS STEEL r I I ( r I II ' Ili ')1! OR GALVANIZED /I f//�\ //�\ / I I ( II II r I IPTajeCo I 'I I11 1 I 'n, I WOOD MEWS W, ° I I ( ° �— ( ( I' l4.1• 1jY�, WASHERS l2"O.C.E••�9Y code: 2410 New Tack ErtergT fwrsemtion II • I I I iroc f — I. I -- ---_1I 1I— V 1 lncolia..: 9,Afalk County.New Totk I I l I I �N�NNMM���MwM� tz^o.c. —'� LL 6a>Anation Type Single-family 12" I I _ , I I _ f- fI -- -I ( ( �MMmeeeZ . 4I jiil ° - 0IO )0O 0► ithearth N b ° rI 1I \ i � _ II 1\ A SHFAT�IIAINGD U2"APA RATED SHEATHING/ O1 GRADE PLYWOODIlr Cg„^ I ° il' 25 aREHAAO STREET A.D_$m 433 _ ) ) I 001 I 010ENIT,N'[ NY3193STFRNAO410-734-4385 I/ (.4Y"oo.r, .s.<a.,w...,., r..- o..ice'.,: .�,.>:,��.a:..v ,-;,-;z*.a & r1D STAINLESS STEEL r 0 �l ! l l W Carnatizrze 43%Better Thaw Cade .. In T 101 WOODGALVANIZED NtV$YD, ` 5n� If r r r ,...,. a▪ma+mr r%.+...+.emwed+..mra...r,M'..am.,a.,a+.a.a.so.�. WASMER5�12"O.G I p _ _.._..____.._ /l 1 ®III WINDOWSILL I°I L_ '__y._ - 0O 1 ..__.______�I,�.___.__._.J OI I �y-_!.II I 'Il L WIND W PENIN ( ' I r/ r) �.i ct Envelope Assemblies ' �y1 TYPICA 0 0 G .r. �—.� ���..I— L _ o Ilee� I (LESS THAN 4'-0X8'-0"OPENING) n I /"T1410 STAINLESS STEEL W " 1Esed Y:- ( I I ) I I I ,� I I I 1,1 OR GALVANIZED Y I I I I wWWOE050 CREWSoc . floor 1:#1140444}d,t,TnasowU .ditim.ed Specs WE 21.0 00 0_044 15 i , 1 I I 1 i , 1 I �,� I I o..�t010>_�0��i0 CNJ °' Wa01.Wood f:sne.16•.,r_ 705 15.0 00 0060 13 TYPICAL DOOR OPENING MULTIPLE PLYWOOD ASSEMBLIES Window 1:MGadd F.ame:Uaatte Nme with tori 14 0220 4 (LESS THAN 4'-0X8'-0"OPENING) 2-20DEC2 STUDSSTAINLESS CONNECTED Window 2:Woad Frame3 ooEk Pane with Loo-A 6 0.300 2 H OG R '41 OR GALVINIZED BOLTS W/WASHERS Door 1:Mass 142 032D 45 AND NUTS 2'-D"O.G WIZ$2:Wart Frani,l6•o.c OZ$ 13.0 n 0 8.08: 31 ar.3:woo.lF.naoa�IePane with Lou-S as 0320 14 TYPICAL MULTIPLE OPENINGS \ ' • Csaing .,< 801 z3-0 nn 0047 3$ (MORE THAN 4'-0X8'-0"OPENING) « e (' [` DRAWN: MH/MS Cwaplrarrce 5mati The hang desgn deue:6ed hoc a sar==:sLear oAG do m �cnsT0717= sperfic.Lion=,dad oLE.e. ",G Y II4-i+�c,C, • "+ , //1.%, �4 v� jr'1i `''S�S SCALE: 1/4"=1'-0" ` ° °" "d `�` Rh. I��"'p`yw° °uie� � WIND—BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL ! �"' -7 0k:. el..RESche n Carawc'ban Cede re+pirm+e"1s in R55e#.cd Version and au comply with the mandatary requirements&aced m / /.a+` ry.' y d.e RE`Sed:lrupectia+CiuckT c . ,.�•t+ �` ! " �,, JOB#: gin" c. d``� ..4 .. game-ride s9ns,.e. sate AS PER TABLE 1609.1.4,N.Y.S.RES.CODE:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) ; . ",,,..•• _• h-I Z '. February 11,2016 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" / (:(,�'^/ �1 sal AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO 4 1:',.7',T4•.,. 413 SHEET NUMBER: COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL ^--' t� CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. . ter a �. ,� 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. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. )` �> e.11),,re�l i Project-Fite: Report date: 02145!16 ,a. aV'wTM> -�'4 I'.+' A NMI 7 Data filename:CWsersiOrafa g StatioraOacument0REScheckiEEILEIY Z.rck Page 1 of 1 .�7 0 p I`•1 S 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. II i......,.. ...-- -......,.. . \s„,. ., KING STUDS dlii ILI �• RAFTER •J \. •' . y Ir \'' 1111 r• ENDWALL ..,o• I WALL STUD �, / CRIPPLE STUD -,� `Ill BOTTOM PLATE '`) :% 411• Adak frier, `1 RIDGEriir •O 1011% BATHTUB -\� '�A`'.•''-N 0©4 HEADER 'I r8` I LEDGER '' Q4/N \`/ ( `` i \ `. DOUBLE JOIST e ` ` :IIIi��SIDEWALL III ' / RAFTER I 14.•,,,11110,1 �,, ► , �� JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION ' 11101 1ST. ADS5HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS �V I 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 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP O 2ND. ADS5 ALL OPENINGS LSTA12 1-1/4"x12" 20 a. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1 4"x24" 20 a. STRAP APPLY OVER RIDGE TO EACH RAFTERJOIST DIRECTION WTH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH / g / g 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER r~i THE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE (V 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING 024'OC Q en V WALL STUDt\i "i THROUGH-ROOF EXHAUST a • VENTS SELECTED AND M e"•Ico en r LOCATED BY CONTRACTOR METAL STRAP -111./f-1,-- / ,S V ko �. in •RIM BOARD 0 ASNREQUIREDTILATION CHANNEL .Z 0 7. 0� 4 RAFTER 1111114SILL PLATES) • Q '• RAFTERS MAINTAIN '' wcryn. , . ` , , VENTILATON WOOD JOIST ~ UFOUNDATION • , ,�1 ,i,\ BLOCKING 441BLOCKING• • 2x4 LEDGER I) O ', - ', ', TOP PLATEo \ , Iti' ,,,",\'i_." ` 2x4 SOFFIT JOIST STAPPING L IN ATTACHED TO WALL STUDS ®48"OC' ,�/ ATTIC SHALL BE PROVIDED WITH-A-. TH A ` �+ AND ALL WINDOW/DOOR OPENING JACK STUDS �,/0 MINIMUM NET FREE VENTILATING AREA •'• ' FASCIA ` II FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ` , WALL STUD TOE SPACE THAN 1/150 THE EOAREA O iIg Ill GUTTER WOOD GIRDER 1'�v , INSTALL 4'0" O.C. /i .� SHALL BE COVERED WITH CORROSION- tT�li �LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS •� RESISTANT METAL MESH WITH MESH CONTIN. SCREENED VENT �14 ON ALL OPENINGS \ f.,, i OPENINGS OF Ya INCH IN DIMENSION. CONTIN. SOFFIT/ EXT. PLYWOOD INSTALL 4'0" O.C. LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS ON ALL OPENINGS / 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EAOCHERAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. CONNECT TO OVER BEARING WALLS AND HEADERS CA 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 21-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER ON ALL OPENINGS 2ND. FLOOR WALL / O . r r ' ` 1� - •� J RAFTER \iito a �•' WOOD JOISTlbllill:Pb‘OL4'dguill'1:1111r141'1' iffHTOP PLATE O / !� [-ti'' '' I\� • GIRDER/HEADERi,lll V �- 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC �N/: WOOD JOIST - 1''I- e II ' AND ALL WINDOW/DOOR OPENING JACK STUDS WALL STUD 0 1 ' E--+ FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION I Z En INSTALL 4'0" 0.C. 0 Z 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOC Al ION USP NUMBER DESCRIPTION APPLICATION 0 ON ALL OPENINGS ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH H V RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACH THE PROPER STEEL CONNECTOR. H INSTALL 4'0" O.C. RAFTER TO PLATE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS (21 ON ALL OPENINGS PLATE WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD 12I DBL. SILL PLATE \\\\TERSILLMITEGASKET /SHIELD \ ' \c..... ....-..„. I ' TYP. CONC. FOUNDATION CONC. SLAB \\ DAMPPROOF EXTERIOR 6 MIL. POLY ►. \�.�\\ V '^,• 6MIL POLY ON EXTERIOR V GRANULAR FILL 1• i • 1 V STEEL COLUMN I Q • _ �s .N*.* o \ • __��'.. v a ♦ CONC. SLAB i • S/:. •` r•• • ��\ ,I \ A '�i• o 1• v ANCHOR BOLT EMBEDMENT: 11161. 1y// I • / C �.•• ;• Q POURED CONCRETE: 7" • I V COMPACT FILL __ '�:,� .•" t BLOCK WALL: 15" 4.1• e • • i A • KEYWAY FOOTING V p • 4 ' 7cc• / ".`.._ CONC. FTG. ,'4 , Q•p " G USE WITH 3x3 SQUARE WASHERS • O • "r.• • ty.; .• ANCHOR BOLT CONNECTION it � w • (USP LBPS58 OR BP583) p REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT I I I ~- W DRAIN TILE �� i . ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING , cc LU O SILL PLATE TO FOUNDATION 1 STORY 72" OC 1 Z (CRAWL SPACE OR FOUNDATION) SILL PLATE TO FOUNDATION I- TYPIC AL CONC. FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. (CRAWL SPACE OR FOUNDATION) 2 STORIES 36" OC 4 Q z WHERE NEEDED FOR STRUCTURAL BRACING. Lu WALL BOTTOM PLATE TO FOUNDATION rTl Q (SLAB-ON-GRADE) 1-2 STORIES 57" OC w UO 12 I/ r SUBFLOOR I�--•I CONC. SLAB 6X6 10/10 WNW • I DOOR FRAME F 1 1 O ix COMPACT FILL I DOOR O JOIST �•i•i N il I I USE 2X8 STEEL BEAM C) I FOR BLOCKOUT . II* 4" SLAB tt P.T. PLATE W/ 6X6 WMM SLOPE 7r« 'I �` ` 4"DRIVEWAY -✓� NOTCH JOIST AND ADJUST HEIGHT "' fix 4 ..D�� • < 4'7 1/2" (WITH A NAILING PLATE IF NEEDED),►'y«(2 ,• ,� 'baa • ____ �•-• t. �•�• ��4, . O - .•• n• :•• •'.. :.. TO BE APROX. 1/2" OR HIGHER At ti" s,,.�". t D •� �• • • • STEEL BEAM TO ALLOW FORS KA w�'' f ":: G'ADE • 4 •-.--a-"-a a '-' • rte•. _ ,�.�•, A o• A • . • 0•���••�� PROVIDE STRAPPING TO KEEP J01 E `V e� '�:?j�: ,O if%I t•. i�;.�••••:^: •_ 4 • 4 •_4 . 0 '�11 .-•!••r-1•1 ..s O•a • • /rt.��..�_i• ( . f! �N�i •, ♦ p• - 6X6 W.W.M. '• i ^'• C. • ►�� =II 4 IlOurd1Z11 '1 ,. lm.,/' °„.11`,.'" DRAWN: MH/MS 12" • °0 'a 0 .10*• : 4 • 4 • 4 • • o •O O /./471.4*; , In MIN. S • .ie• 'A ii'a /1'a /)v I II' O 4 O • e YYT����II SU LOOR1 n_ r n `: e X'`'`.).• •4 _\ I_ I . • A e d� , , ,t"'•' ..y+: SCALE: 1/4 —1-0 I.. I 4 REINFORCING BAR 1 0 ' • II-11• r 's DRAIN TILE �� ►I y0 REINFORCING BAR '•• •• I It : c ;'°Oo •'e • Q J --` 7�}f �, • e ' OIST:a' I t 4 TOB#: 12" TtEtt87 1 I im �_/ _�_in7 Qt `' February 11,2016 s,••a' T A• &' * 'A7E �OLTED T '�� 'rjSHEET NUMBER: TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. • �'`+�; REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. • ..a` • �d .}'�e�` GARAGE DOOR BLOCKOUT t l,`\ ,��••'"a REVISIONS WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. I► 4"MAX. . I �� 4"MAX. 111 4"DIA.MAXIMUM �} 111" I 4"DIA.MAXIMUM I I �1it,4` I 'r_____ POSTGIRDER/HEADER .7 .1144t. IL i ��yy in POST/COLUMN 9r. . . S, , , nnnnnnoLJonn , 1R"TE O CONCRETE FOOTING m 1 , DECK POST FTG.CONNECTION DECK/PORCH RAILING LOCATION USP NUMBER DESCRIPTION APPLICATION 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING cO STAIR RAILING POST-TO-GIRDER/HEADER CONNECTION ti USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING N ti en 1-1/2"SPACE U N.in M MINIMUM N 1 " a m N '� 0, e-+ K %1100 HANDRAILS *� k u" � U � i GIRDER �� � (r)!. ,..,...,:4_,t � � oO POST 1,' II Vts M GIRDER/HEADER l I+ jJ en POST/COLUMN BALUSTERS RIM/DECKJOIST 'J ' '°�.- o • . .• CONCRETE PIER w . •> a OPEN BALUSTER ATTACHED TO WAS, HANDRAIL CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH POST-TO-DECK CONNECTION OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS HEADER/GIRDER-TO-POST CONNECTION SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN LOCATION USP NUMBER DESCRIPTION APPLICATION CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS (2)BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIER PROVIDE AN EQUIVALENT GRIPPING SURFACE GIRDER/HEADER TO POST/COLUMN CONNECTION (3)BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIER CA FLASHING TUCKED UNDER 0 TOP PIECE OF SIDING AND LAPPED OVER FIRST CONTIN. C/) GIRDER/HEADER PIECE OF SIDING BELOW g 2-1/2"DIA.LAG BOLTS W/WASHERS w hi H W CONNECTED TO BLDG.@32"OC UNDISTURBED SOIL STAIR TREAD � ' r LAY PLASTIC BASE DIRECTLY ON l Q .�_/ POST/COLUMN I I'1 UNDISTURBED SOIL(ORGANICS REMOVED) h—i 10 ���� , LEVEL BASE "t Z RIM BOARD I -_-!1►= 1 FIT CONSTRUCTION TUBE AND PLUMB 0 STRINGER 11 ' ' FLOOR FRAMING ill BRACE TUBE H ��)1�' 2x JOISTS FILL AS PER MANUFACTURES'INSTIYJCTIONS 2_, 2 Lig% U — � — BLOCKING FOR III—III—III— — —111-IiI-' vp\ LAG BOLTS r .'I JOIST HANGER =III-III III III III III III III 1117411 H POST-TO-GIRDER/HEADER CONNECTION( tS J• o rrn� 0 LOCATION USP NUMBER DESCRIPTION APPLICATION RIM JOIST/BD. F� 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN 0'. 0 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN H U STRINGER TO DECK/PORCH CONNECTION p 1.--i HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN DISTURBED/POOR SOIL r1 DECK/PORCH LEDGER CONNECTION I--I LAY 4-6"LAYER OF CRUSHED STONE OR ^ GRAVEL LEVEL AND COMPACT BY HAND LAY PLASTIC BASE ON COMPACTED GRAVEL ���➢����`` LEVEL BASE iIJ�IW1� FIT CONSTRUCTION TUBE AND PLUMB BRACE TUBE — — — FILL AS PER MANUFACTURES'INSTRUCTIONS STRINGER I� I l—II-_7474_-I II=�I 111111 ©I6"OC c ' =III 111 111=111 III III 111 111 III-I1 2 THRU- 1 • O WOOD JOISTIlltoII JOIST $BOLTS �` Ir T1 ,1PB44 POST I 4 I ' I ANCHOR '4. • e"dia. ` - 4) CONC.PIER FOOTING,. vPIER 16 TREAD GIRDER/HEADER 'ilk_ 7 �® AfilNIIIIIIIIIIH'qf,' BIGFOOT SYSTEMS FOOTING FORM ec •• 1i (I IN ACCORDANCE WITH SECTION 104.11 OF N.Y.S.RESIDENTIAL CODE THIS DESIGN O I c a WOOD JOIST GIRDER/HEADER '.� `+ < ' 1 COMPLIES WITH THE INTENT OF THE CODE AND THE MATERIAL OFFERED IS GRADE <. CONC.SLAB °Q AT LEAST THE EQUIVALENT IN DURABILITY AND EFFECTIVENESS OF THAT o H •°: (AS REQ.) a j,:::,,,,' IIID PRESCRIBED IN THE CODE. W�/ •, -• FLUSH JOISTS WITH HEADER/GIRDER 111 THE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATIONS FINDS THIS PRODUCT LL W .a°V 8"dia. •0.`"q 4 DECK PIER ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ACCEPTABLE FOR USE IN N.Y.S.BASED UPON ICBG EVALUATION SERVICE REPORT H Z 3'-0" 4^'• CCORNC. •°+'•'Q PER PLAN THE PROPER STEEL CONNECTOR. SPLICED JOISTS OVER HEADER/GIRDER ER-5495 AND SUBJECT TO THE CONDITIONS THEREIN. ,I7„, ) ' 4' p.'4'• ,IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS LOCATION USP NUMBER DESCRIPTION APPLICATION Z 4 ` '°„°° TO ALLOW FOR SHRINKAGE. JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST 74 74\ Et Li! ti Q • °a I T 0 U O ~ O HANDRAIL NOTES: DECK& PORCH NOTES: NAILING SCHEDULE rTLO All required handrails shall be of one of the following types 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. r+ ( N NAIL CI) or provided equivalent graspability. All fasteners,hangers and anchors to be galvinized or stainless steel. JOINT DESCRIPTION QTyL SPACING NOTES ,, 1).Type I.Handrails with circular cross section shall have an 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. JOIST TO: 4-8d COMMON PER TOE )^ `'/> . outside diameter of at least 1-1/4 Inches and not greater Girders on concrete piers shall be anchored with proper steel connectors anchored SILL,TOP PLATE OR GIRDER JOIST NAIL {", . t.,r.O `A 4 ,` ,, than 2 inches.If the handrail is not circular it shahave a into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. CLIMATIC&GEOGRAPHIC DESIGN CRITERIA BRIDGING EACH TOE ` ,t r.•° c �A 2-8d COMMON �/�. `�4y TO JOIST END NAIL c� C perimeter dimension of at least 4 inches and not greater GROUND WIND SEISMIC FROST WINTER ICESHIELD 3 ` �/' 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. FLOOD °t•' than 6-1/4 inches with a maximum cross section of SNOW SPEED DESIGN WEATHERINC LINE TERMITE DECAY DESIGN UNDERLAYMENT BLOCKING EACH TOE . ( Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shall HAZARDS2-8d COMMON s 'y° 1 dimension of 2-1/4 inches. LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED TO JOIST END NAIL Oar ( w:' be 4 ft.below grade. x ' r f, t t, �., -+ DRAWN: MH/MS BLOCKING TO: EACH TOE MODERATE SLIGHT TO 3-16d COMMON ' ,',,,•:,,v,..,1,4; : 2).Type II.Handrails with a perimeter greater than 6-1/4 4).Deck joists to have blockingat 8'0 o.c.. 45 LBS. 120 B SEVERE 3 FT. 11 NONE SILL OR TOP PLATE BLOCK NAIL + « • a 4. SCALE: I/4"=I'-0° JTO HEAVY MODERATE b y s'� inches shall provide graspable finger recess area on both LEDGER STRIP EACH FACE `i-,' "t #1 r sides of the profile.The finger recess shall begin with a 3-16d COMMON b i 1 JOB#: g g 5).A minimum of 10 inch flashing shall be installed between the building and ledger. TO BEAM JOIST NAIL " distance of 3/4 inch measured vertically from the tallest Ledger to be fastened to building with 1/2"dia-bolts with washers and nuts 't February 11,20I6 JOIST ON LEDGER — PER TOE .' ary s portion of theprofile and achieve a depth of at least 5/16 at 16"o.c. 3-8d COMMON SHEET NUMBER: P TO BEAM JOIST NAIL Y tir Inch within 7/8 inch below the widest portion of the -'^ + BAND JOIST PER END '° '" l3'1 ,,00°": /x' profile.The required depth shall continue for at least 3/8 6).Concrete piers shall be a minimum 6"above grade. 3-16d COMMON • + > . TO JOIST JOIST NAIL '?'.�+ r'k."..,,'..- :7 inch to a level that is not less than 1-3/4 inches below the T, tallest portion of theprofile.The minimum width of the 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored BAND JOIST TO: 2-16d COMMON PER TOE NAIL handrail above the recess shall be 1-1/4 inches to a to girder(s). SILL OR TOP PLATE FOOT maximum of 2-3/4 inches.Edges shall have a minimum • ....9 8).Use Simpson hangers and anchors with Z-MAX Cripple protective coating or equal radius of 0.01 inches. for any contact with ACQ. REVISIONS cLENERAL I\1OTES WIND FRAMING NOTES NAILING SCHEDULE t=--,® PLAN CONTENTS: 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. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap,the number of 10d common nails required 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 COMMON RAFTER TOE-NAIL O 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT.OF CONSTRUCTION (SEE PLANS) 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 kRiii TO TOP PLATE 10'WALL:4-8d COMMON JOISTTOE-NAILfor 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 PRESCRIPTIVE AS PER N.Y.S.RESIDENTIAL CONSTRUCTION CODE AND � '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 DESIGN CRITERIA r..�i► 7 FACE 2006 SBC HIGH WIND EDITION,WOOD FRAME CONSTRUCTION MANUAL s � i +w 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 w sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES ii` "w1 \�~*" Affr CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE ° OVER PARTITION WFCM-SBC LAP NAIL EXT. BALCONIES 60 ©°0 1eQ© 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 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 40 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10 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 ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL ROOMS(OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS(SLEEPING) 30 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: o 40 STAIRS responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under , 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 NAIL NAIL NOTES GAURDRAILS(ANY DIRECTION) 200 N 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 QTY. SPACING (DESIGNED FOR CAT. TOP PLATE TO EXPOSURE CATAGORY 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, PER FACE NAIL ' _ 2-16d COMMON anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION '" ,•-' 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT (ROOF-FOUNDATION) DETAIL PAGE&GENERAL NOTE PAGE ' a " JOINTS FACE 1.4 m INTERSECTIONS 4-16d COMMON EA.SIDE NAIL tt �' m ~ CI 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: NAILING SCHEDULE SEE GENERAL NOTE PAGE ,�,� ,� >: w STUD TO 24" FACE v o Z 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 COMMON EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE . m co attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and STUD O.C. NAIL Sym.: •+"' p " HEADER TO FIRE PROTECTION "� • o `1 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 16"O.C. FACE SEE FLOOR PLANS v 0. . 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 16d COMMON ALONG EDGES NAIL (SMOKE&CO2 DETECTORS) '�+ U TRUSS DESIGN N/Am in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END -STANDARD STICK FRAME CONSTRUCTION t U��++ 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK uo 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: • FOUNDATION NOTES: BOTTOM PLATE TO: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST,BAND JOIST, 2-16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA a length adjustment factors in table 3.16. SEE NOTE:1,2 FOOT 1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD 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 FLOOD Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS 2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES 2.4.4.2 and 2.2.4 respectively. QTY. SPACING MODERATE SLIGHT TO 3).Provide 1/2"expansion joint material between concrete slabs and abutting 20 LBS. 120 B SEVERE 3 FT• TO HEAVY MODERATE 11 YES - JOIST TO: PER TOE concrete or masonry walls occuring in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER 4-8d COMMONJOIST ACT NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: uP 4).Any new concrete walls being attached to existing concrete structure shall Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-8d COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 3.5. BLOCKING EACH TOE 5).Unless otherwise noted,all slabs on grade to be 2500 p.s.i..Concrete to be 2-8d COMMON 9 CATHEDRAL CEILING ASSEMBLY: TO JOIST END NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 6"O.C. SEE NOTES:1,3 ) poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 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 SEE NOTES:1 (BCTH FIELDS) 6"maximum lifts(layers). anchored on topof the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE 3 16d COMMON INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. BLOCK NAIL NOTE:2 FOR PANEL FIELD 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.C1 8d COMMON @ 4"O.C. SEE NOTES:1,3 H 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 W 8x16 cast iron foundation vent for every 150 sq.ft.of area. O DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-8d COMMON PER TOE NOTES Z 7).Dampproof exterior of foundation with bituminous coating as per section R406 of TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. Z 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. 3-16d COMMON JOIST NAIL O TO JOIST1).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 per section R405 of N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. SILL OR TOP PLATE 2-16d COMMON Girders on concrete piers shall be anchored with proper steel connectors anchored FRAMING NOTES FOOT SEE NOTE:1 into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. ROOF SHEATHING: 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches �j C/1 1).All framing techniques and methods as prescriptive design of 2006 SBC High Wind NAIL NAIL o.c. ��-++ z Edition Wood Framing Construction Manual. 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION QTY. SPACING a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For 0 O 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. U WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: i!--+ 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 DESCRIPTIONQTY. SPACING SEE NOTES:1,3 (BOTH FIELDS) 4'EDGE ZONE 8d COMMON6"O.0 8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD where needed. 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.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTE:3 openings.LVL headers to have(3)jack studs and(2)full length studs on each side of 6).Concrete piers shall be a minimum 6"above grade. openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall WALL SHEATHING: openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored NOTES to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING 5).All flush beams/headers to be installed with heav duty8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 y galvinized hangers and PANELS 8d COMMON WFCM-SBC 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall anchors where applicable to all connecting joists. PLUMBING NOTES be used. 7/16"OSB 6d COMMON 3"O.C.EDGE W 6).Double up floor joists under walls that run parallel to the floor joist and under bathtub:. 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 Y 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. on plans. WALLBOARD 5d COOLERS 10"O.0 O.C.FIELD O 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/o• 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). FLOOR SHEATHING: 0 W 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. W 8.Dormers running u roof rafters are to be supported provide adequate bracing and la JOINT DESCRIPTION QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ, W g p pported by double rafters on either side P q g plates to protect and secure the structure.Verify with the where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C.EDGE 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. Cl) HVAC SYSTEM NOTES 1"OR LESS 8d COMMON O.C.FIELD �= 9).Provide blocking bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists - Section R602.8-FIREBLOCKING REQUIRED Z o Z under all bearing walls. 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) < _W requirements. h and to form an effective fire barrier between stories,and between a top story and the roof space. W = IY 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF Fireblocking shall be provided in wood-frame construction in the following locations. ail 0 Q needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. ••-•iequipment supplier. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor F'4 O 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 levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 Ln CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed CV Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher using parallel rows of studs or staggered studs. 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor shear capacities,nailing requirements for structural , adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES: members shall be doubled,or alternate connectors, 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, ;i over subfloor as per manufacture's instructions. such as shear plates,shall be used to maintain load path. drop ceilings and cove ceilings. ,:4-0"'"S-'..• 1).All electrical to be installed as per N.Y.S.Residential Construction Code. ,r ;., 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and 2).When wall sheathing is continuous over connected 3 .In concealed spaces "'� C) 4 P.�ti#.7-, 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. ) between stair stringers at the top and bottom of the run.Enclosed spaces �f�, IN " . to have regular 1/2"sheetrock.All walls to be taped and finished. to be re members,the tabulated number of nails shall be permitted under stairs shall comply with Section R314.8,N.Y.S.Residential Code. .7, ICG �' DRAWN: MH/MS 3).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 to be reduced sol-16d nail per foot. g 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or of N.Y.S.Residential Construction Code. 4).At openings around vents,pipes and ducts at ceilingand floor level,to resist the free passage of �� �b1" SCALE: 1/4"=1'0" p•P P g i,,...rr- r!4, (' PIs• ,r approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM SOIL COMPACTION: flame and products of combustion. • ;a t'" ) 1`a''. JOB#: j� r:; ; . torch down type material over. 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR h.`frr a' kiti February 11,2016 TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. 5).For the fireblocking of chimneys and fireplaces,refer to Section R1001.16.N.Y.S.Residential Code. 5,> •.:.H.,,:4 e C‘....-f s "`;; SHEET NUMBER: 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to REMOVE AND ADD ADDITIONAL FILL AS NEEDED. . ,z� " be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. n 20v , 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR `°u�°" %•„� 4''^' NOTE: ., .r. 9 ' DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE �"A O�' a,r`p';'r .•� SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY - - 1 0 - TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY.