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HomeMy WebLinkAbout1000-115.-12-13 OFFICE LOCATION: rjF SU(/ryOlO MAILING ADDRESS: Town Hall Annex ~ P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) � • COQ Telephone: 631 765-1938 Southold, NY 11971 O Fax: 631 765-3136 COUNT`1,�►c� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Michael Domino, President Town of Southold Board of Trustees From: Mark Terry, LWRP Coordinator Date: March 15, 2018 Re: LWRP Coastal Consistency Review for DAVID KRUPNICK SCTM# 1000-115-12-13 DAVID KRUPNICK requests a Wetland Permit to construct an attached 852sq.ft. two-story garage onto the landward side of existing dwelling. Located: 880 Deep Hole Drive, Mattituck. SCTM# 1000-115-12-13 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the action is CONSISTENT with the Policy Standards and therefore is CONSISTENT with the LWRP. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Damon Hagan, Assistant Town Attorney Town of Southold MAR Lam'CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated ,as to its significant beneficial,and adverse effects upon lie coastal area(which includes all of"Southold Town). 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be exnlaaina d in detail, listing both supporting .and noir- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it-shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website(southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED AMOK SCTMA PROJECT NAME L,( The Application has been submitted to(check appropriate response): Town Board ❑ Planning iBoard❑ Building Dept. ❑ Board of Trustees 1. Category of Town of Southold agency action(check appropriate"response): (a) Action undertaken directly by Town agency(e.g. capital ❑ construction,planning activity,agency regulation,land transaction) (b) Financial assistance(e.g. grant,loan,subsidy) (c) Permit,approval,license,certification: Nature and extent of action: Ne 0 s` F Location of action: Site acreage: �J `�1-- � m s Present land use: Present zoning classification: 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: yu-P�� (b) Mailing address: V t'� 7�U�� �Y I�/1 � �JII y _ (c) Telephone number: Area Code( ) 1� i S� Q 0 / �t'.l.( ���l�l���� 6 0J (d) Application number,if any: Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ❑ No If yes,which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. IDEVELOP D._COAST POLICY Policy 1. Poster a pattern of development in the Town of Southold that enhances community character, preserves open space,makes efficient use of infrastructure,makes beneficial use of a coastal location,and minimizes adverse effects of development. See LVVRP Section M—Policies; Page 2 for evaluation criteria. ❑Yes No Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LVVRP Section III—Policies Pages 3 through 6 forevaluation criteria ❑ Yes ❑ No 126ot Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LVV" Section M—Policies Pages 6 through 7 for evaluation criteria ❑ Yes ❑ No Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LMM? Section III—Policies Pages 8 through 16 for evaluation criteria ❑ Yes ❑ No Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LMW Section III Policies Pages 16 through 21 for evaluation criteria ❑ Yes ❑ NO ONot Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See L Section M—Policies; Pages 22 through 32 for evaluation criteria. ❑ ❑ Yes No Not Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section ltd — Policies Pages 32 through 34 for evaluation criteria. F] Yes NO Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LV#/RP Section III—Policies; Pages 34 through 38 for evaluation criteria. n Yes 0 NoLP Not Applicable PUBLIC C®AST F®LftCIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. Ye�] Not Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section 1111 Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and 'Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ leo Q�l Not Applicable ` Attach additional sheets if necessary Policy 12. Protect agricultural lands in the 'Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No tn'Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. 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I SURVEYED 12- 1 1 -2014 S SUFFOLK COUNTY TAX # 1 000 — 1 15 — 1 2 — 13 � CERTIFIED T0: LAND NOW OR FORMERLY OF (� David Rrupnick CON5TANCE A. CONNOR Lowell T. Blumenthal PAUL J CONNOR Bank of America, N.A. i First American Title Insurance Company 587 912011E w I � Advantage Title Agency, Inc. �`, 212.281 �° -9 ` O FE. 1.9'5 _ 2ND` m \I ? cry C.E. O 0 CHIM ii r' -., �y 4 61 1 ,' - - - - - - - G2.� - O I I; �O V'� \ \I X, 43.8 - - - - - - L.l U-J 3 I'' U� wF n `p[p U' I Ln N n FEB 5 2018 L� �z �` _ o=� LL 22.3 Q LL-j -- , - - - - - _ JOt:ii:C:(, 1,Vit J , -• _Z`-L.9 _ '�Q} O .-J O LLJ Boar Ci 7 i�c!tcS DOCK I �1' 107 O y 2 L 15A51N l U ' ``,t1t \ \ \LU 29.5 It.I N - O W �� d- W W ! Lu LJ QQ ='J '-n11 0 (y 1 �� r-- CV _z _z o _ _ f Q O Ln UNp9NROPE D \ 18 I I ' VV r •8`- Z LAND NOW OR FORMERLY OF WETLAND FLAG5 5HOWN THU5 PSET BY LORRAINE WENDT 5URVEYOR AT EDGE OF VEGETATED WETLANDS ON 06-09-14 UTIL15ING BACCHAP15 BUSH A5 IDENTIFIER ELEVATIONS REFERENCE N.G.V D. 1929 DATUM FLOOD ZONE ANNOTATED FROM F.I.R.M. 3G 103CO482H NOTES: ' "Unauthorized alteration or addition to a survey _ map bearing a licensed land surveyw's seal is a ADJACENT AREA 0 MONUMENT FOUND violation of section 7209, sub-division 2, of the —0-- WOOD FENCE JOHN C. E H LE R5 LAND 5 U RVEYO R �.EHw yo9 New York Stale Education Law. COVERAGE CALCULATIONS "Only cities from the original of,his survey EXISTING HOUSE= G2G Sq. Ft. marked with an original of the land surveyor's PROPERTY ZONE R-40 Q stomped seal shall be considered to be valid true copies' EXISTING STOOP= 6 ISc�. Ft. ' y 7� 1 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 -Certifications indicated hereon signify that this EXISTING CONC. WALK= 15 2 Sg. Ft. I survey was prepared in accordance with the Gi. s ex- TOTAL COVERAGE= 839 Sq. Ft. Area = 2 1 05G 5 Ft. RIVERHEAD N.Y. 1190 I 3G9-8288 Fax 3G9-8287 isting Code of Practice for Land Surveys adopted by the New York Stale Association of Profess'onol Area = 0.483 Acres �� a Land surveyors. Said certifications shall ran anly ADJACENT AREA= 8,871 Sq. Ft. Ioncji5landland5urveyor.com �� to the person for wham the survey is prepared, S GRAPHIC SCALE Ill= 30' �c S and on his behalf to the title company, governmen- /� QL �Q� lal agency and lending institution listed hereon, and TOTAL OVERAGE= 9.5% F�LANA 9 a the ossignees of the lending Institution. Certifita= 14-134 tions are not transferable to additional institutions REVISIONS: N E W S U F F 0 L K AVE LAND NOW OR FORMALLY HAY BAY w/ SILT FENCING CONSTANCE & PAUL I::"t + 50 CONNOR �r LIMITS OF CLEARING TO BE NO MORE THAN 20' FROM 00 PROPOSED WORK AS EL 4 EL 6 EL 8 S 87019'20" E 212.28' EL 10 EL 10 INDICATED ON SITE PLAN O r----------------------------------- Q ,B3 / / \ 8'dia, 5'deep G l 6 o� �. cv� ( DRYWELL C) N I ® 211 CU. FT TCS _ - - - - - - U-i I ' � Z � �' l �FFFR � � ` 62,E v� c -, 84.1' ► 43.8 T; �J1 55.2' T ON TURF BUFFER i , C i � � a `� \ • 'y"k ' a� i ESC STING GRA L Q H � r-n �� ��, L^ i i DRIVEWAY DEEP , -� N ALTERED �-y �J�, �J I oa I p HOLE �� �O I I 8'dia, 5'deep � � ''J� �J-� M DRYWELL O 22.3 I I 211 CU. FT / \ d' uj I I CREEK � JJJJ II ..� EXISTING _ 18dia,3deep I SOIL DRYWELL ( ` ( O LOCATION 1 STORY4 PORCH 126.6 CU. FT J J 75.9' HOUSE 59.4' TO N TURF BUFFER ,�1 x \ — W DOCK 6` �3.6'� !6' p u 18.8' M 2 .4' \ cA SHOU E STEPS Z 00 \ V \\ 40.0' \ / O C) g \ � \ Q r3 w Ow B A S I N N m I.�� _ \ PROPOSEDLo > _ _ _ W wuj J� J�� \ ~ 2 STORY 8'dia,3'deep / \ / \ 8'dia, 5'deep = Q q I , J 76 4 U- 34,0 DRYWELL DRYWELL H f � 00 `^ C� �J� 44.0' TON N TURF B R GARAGE 126.6 cu. FT \ / / 2t1 cu. FT z LU 7— M A \ .� oo — z w 33.3 I , > c rn CN O — \-\ EL 4 — __ — —_ --- --- — N 87019' 0" W 187.11 EL s ``- -'�-:_. . _ _ _ __:._.__ :. . ,';� ° � w t .� DRIVEWAY AREA: 3440 SQ. FT. I m _ — 00 AT 100% RUNOFF, 2" / HR: 575 CU. FT. PIPE INSTALL: (3) 8'dia., 5'deep DRYWELLS _ FEB 1 5 2013 ; r 4 UNDERGROUND TOTAL CAPACITY: 633 CU. FT. (211ea.) � v , >> MAINTAIN 20'min SEPERATION �____.-.-.- -__'----,- 000 CU BETWEEN DRYWELLS AND SEPTIC<< N ,0 w LAND NOW OR FORMALLY LORRAINE WENIDT APPROVED BY SITE DATA: SCTM # 1000-115-12-13 BOARD OF TRUST -S w TOWN OF SOUTH :.D DESCRIPTION: SQ. FT. AREA: LOT COVERAGE: NW DATE APP► S zorg o PROPERTY: 21,056 ACRES 0.483 ACRES Cn t!1 GROUND DISTURBANCE: 7580.0 SQ.FT. EXISTING HOUSE: 2304.6 SQ.FT. 11.0% AREA: EXCAVATION: FILL: PROPOSED ADDITION: 889.2 SQ.FT. .4.2% Q ADDITION: 34 CU,YD. 22 CU.YD. EXISTING EAST PORCH: 250.1 SQ. FT. 1.2 DRYWELLS: 24 CU.YD. 27 CU.YD. (� SITE PLAN ® EXISTING WEST DECK: 471.5 SQ. FT 2.3% x SCALE: 1" _ 10'-0' TOTAL: 3915.4 SQ. FT. 18.7% MEETS & BOUNDS g,��REDq�'C BY: JOHN EHLERS LAND SURVEYOR ��� Www scy ti% DATED: 05-21-2014 DRAWN: MH 1 MS N SCALE: 1/4"=V-0" • r ( '°far= ; .* -- JOB#: ELEVATIONS REFRENCE N.G.V.D. 1929 DATUM February 07,2018 FLOOD ZONE ANNOTATED FROM F.I.R.M. 9TF 2339 ��� SHEET NUMBER: 36103CO482H OF NES S. t REVISIONS: i z 0 00 ILI a - o W IT, prWn FFIF-1 F-I IF, 11, 1-1 DF] C) a° E13-1 000 ❑ FIFIF] as =0 EIF-1 El0 III I I I I I I Hill III 1 11111 111 11 11111 111 1111111 111 PROPOSED EAST ELEVATION o SCALE: 1/4" = V Q U x IS4 ~ w u A � 000 H 0 N � i cf) di O m n +; X u O pIn F, r x o w � 3 o � 00 40 5 ^14w u7 U r' °�' v cv 0 ----—-- - - COO D UV I - O -o d 00 0 N - 000 - 0000. all I IV Ll =L 0000 � �oo�o oo0r 0000 coo00 - ERED qRC i BEV I NScy�y,� DRAWN: MH/MS PROPOSED NORTH ELEVATION SCAL JOB#E: 1/4"=1'-0" $J `- February 07,2018 1tpL J0¢� SCALE: 1/4"' = 1' 9� 22339 OQ� SHEETNUMBER: F N Asl REVISIONS: 11 IqT� I III I III I a pz o H H �D o OQ p•., O 1111 1 HE oaoo o� o - co JI I LjL o . , 0H 1A W �a PROPOSED WEST ELEVATION o SCALE: 1/4" = 1' A a z zw Q a H 0000 H O N v M i o • � M � Ou O � O X 0 v N � m .4 v 00 a; LnU ++ rN+ 011 Ln W v g .Q jv 7-7 00 - u 0 N „ U U � d E R E D � q 5 R c >A — * ,a �� -1 DRAWN: MH/MS n PROPOSED SOUTH ELEVATION 1' 1 " JOB#E: 114"=1'-0 SCALE: 1 4" = o ,�`r' �- February 07,2018 / F�22 '39 QQ` SHEET NUMBER: F NEW -2 REVISIONS: r — — — — --- — — — — — J ` — — — — — — — — — — — — — — —/— — j— — — — — — — — — — — — — — — — — — I I / I I / 1 I / I / EXISTING BASEMENT i / ; / w B / / / O > p 9'-10" 10�2" 8'-3" g1/" #5 REBAR @12"OC W � - &@FTG.(TYP) C ---------------------------- C i p.., o o � I 6 I I Q 1 , 1 . I 1 I O L #5 REBAR @12"OC / #5 REBAR @12"OC c i &@ FTG. (TYP) / / &@ FTG. (fYP) 00 I ' i I I.� I •� I m IN ------------------------------------------------------ � D � I • I � va .v , v 4 va .o . v 4 va .v I 0 gn) M O ++ V I 1 X O 1 t 4X4 p v 00 \ a 1 POST, I N- U 4 _-- (2)2X6 his.---=- I C•" ,�� 4 � I 5-4" 9'-2" 20'-4" ' ' I i N v A I A tl I I I I I I i t I Q I I I v N W T GARAGE • NI t u N I 1 l e i 1).8"THICK PIOURED CONCRETE FOUNDATION,3000 psi.TOP OF FOUNDATION PLAN O V) FOUNDATION TO MATCH EXISTING(VIF). SCALE: 1/4" = 1' � 2).FOUNDATION TO HAVE 16"X8"CONCRETE(2X4)KEYWAY IN FOOTING. FOOTINGS TO HAVE 2-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO o i i i REST ON UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). W ' I ' p I 3).4"CONC.!SLAB,REINFORCED W/6X6 10/10 WELDED WIRE FABRIC OVER 2" S PROJECT NORTH N �1 (MIN)SANID ON 6"GRAVEL.SLOPE TOP OF SLAB TO OVERHEAD DOOR(S) FOR DRAIINAGE,1/8":12"(MIN).NOTCH 2"DOWN AT DOOR OPENINGS. E I 1 I I #5 VERTICILE REBARTO BE INSTALLED AT WALL @ 16"OC,INTO SLAB AND DOOR APRON. V I i l e I I d 1 I I 4).PROVIDE 2X6 ACQ SILL PLATE UNLESS OTHERWISE NOTED.SILL PLATES 1 I 1 I TO BE IN51rALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR FIBERGLASS SILL GASKET'. a D 5).PROVIDE 5/8"DIA.ANCHOR BOLTS AT T-0"O.C.AND W/1 1'-0"OF CORNERS, ' d `--------------------- ----------------------------------------------'-------------"-- INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS TOHAVE A -v" va •v . Iv 4 V.1 •v .s i MINIMUMI 7"IMBEDMENT INTO THE CONCRETE. EACH ANCHOR BOLT TO -------------------------------------------------------------------------------------------- BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. qc 5'-31/211 20'-3" 5'-31/2" G\5'(ER ND R DRAWN: MH/MS 30'-10 * � � SCALE: 1/4"=1'-0'1 U) N JOB#: * February 07,2018 B , � 02 X SHEET NUMBER: 23'' 9 Q' OF W.I G A-3 REVISIONS: EXISTING DECK EX. DINING ROOM EX. LIVING ROOM a a� EX. MASTER BEDROOM a (� Oa � w EXISTING KITCHEN I —0- 6 6 EX. BATH , EX. BEDROOM 1 I I m { ------- ---- e ® 2,_0„ ' 1 I EXISTING `------- --- o w B ' WALK-IN M > 0 • CLOSET Q 9'-10" EXISTING ' FX. PORCH EX. BATH 10 MASTER x 5' 0" 4'-10" BATH --------------- F--� W r) 0 � QH CC oo f (3)2X10 HDR t W/D 1 t EX. MUD ROOM 1 1 1 I 1 � 1 I � 1 EX. BEDROOM EX. BEDROOM 1 1 -------------- ----------------------- 1 1 1 45min FIRE RAT�D T-0" I 1 DOOR PER CODE 1 1 1 1 1 1 1 1 1 I I 1 1 1 1 1 1 1 1 1 I I 1 1 1 1 1 ZI 1 1 1 1 , = w N v 1 1 -, t 1 1 1 1 1 1 1 t I 'L9 1 1 x �i w -00O •____________________ _' NI 1 1 1 I c � X M � c 1 1 1 �\ N w 1 1 1 M V v o ' ' ' ' ' ' ' ' ' ' ' ' (2)2X10 HDR rL_ O (3)1-3/4X14 ML 0 X o 4 in FIRE „ D R PEI E ODE 9'-41/ 20 -61h _____ __ v m U 1ST. FLOOR PLAN N G 0 A A SCALE: 1/4" = 1' W 3 ,p o W M S N PROJECT NORTH W N � N M M \ E /) GARAGE1. EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.Lou ------ ------------ 12��/�-r.EjLjlNQ-------- ------------------� �p 2. EXTERIOR SHEATHING TO BE3/4"THICK FIR CDX PLYWOOD.INSTALL � O j cV GREENBOARD EXTERIOR INSULATION PER OWNER(VIF). WALL LEGEND ' I 3. PROVIDE 3-2X10 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS �t 00 UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK --------------- N STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH --------------+ WALL TO BE REMOVED SIDE FOR MICROLAM HEADERS. L I EXISTING WALL 4. INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, M ; ; 3: FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. NEW WALL ' ' o PER CODE. V 1 1 M V X i N 5. ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE NOTE. APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL -N HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. [INT.:2X4=4-1/2",2X6=6-1/2",EXT.:2X4=4-",2X6 = 6"] `— 6. INSTALL 5/8"TYPE-X FIRE RATED SHEETROCK ON WALLS AND CEILING. DIMENSIONS OF NEW WALLS ARE FROM STUDS ' ' I DOOR UNDER STAIR AND TO HOUSE TO BE 45min. FIRE RATED WITH [EXT./INT.:2X4= 3-1/2",2X6= 5-1/2"] STEEL JAMB AND SELF-CLOSING HINGES. t (2)1-3/4X20 ML w/1"STEEL HEADER 1 20'-0" .\C> C, 15'-5" 15'-5" 4� �� C, >A i y �() DRAWN: MH/MS 30'-10" * SCALE: 1/4"=1'-0" _ N �" ='' r � JOB#: O February 07,2018 � 339 Q- SHEET NUMBER: B I OF NEW'�O A-4 REVISIONS: --------------- '^ ------------- _ 1 ---------------------------------------------------------------------'. I l I 1 11 I , I 1 1 1 11 11 I 1 , 1 I I 1 1 1 I 1 1 I 1 1 1 1 1 1 I 1 I 1 1 1 1 1 1 1 1 t I 1 1 1 II 11 1 I 1 1 1 1 1 1 1 1 1 1 1I 1I 1 1 I 1 1 1 1 1 I 1 1 t 1 1 1 1 1 1 1 1 1 1 I t 11 II 11 11 1 1 1 1 1 1 1 1 1 1 1 t 1 I 1 t 11 11 1 1 1 1 1 1 I 1 1 I I I 1 1 I 1 1 1 1 I II 11 O 11 It W 1 I I 1 1 1 1 1 ^ 1 1 11 T/1 1 1 1 t 1 1 1 1 11 II 1 1 1 1 1 1 1 1 1 1 1 1 11 11 11 11 1 1 1 1 i 1 1 1 II 11 II 11 11 1 1 1 , 1 1 11 ll II 11 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 It 11 11 11 11 11 11 11 11 tl 11 11 11 11 11 11 1 1 I 1 1 1 1 11 1 11 11 1 1 1 1 1 1 1 1 1 1 1 11 1 1 11 1 1 1 1 1 B , 11 , I 11 II W 1 1 1 1 1 , 11 30'-10" 1 1 1 , tl O 50 2'925P-839 251-8ff T '� 14 -3" ' 1 1 1 , I1 W C r 1 I , 1 U DECK 5/4"DECKING ON ACQ SLEEPERS LAYOVER EXISTING ROOF OVER EPDM,FLASHED.EPDM TO TIE INTO ADDITION. ATTACH TO 3/4"T&G EXT.SHTG. Q DECK TO LAYOVER ROOF 1 ' 00 ' ON 2X10 TAPERED JOISTS.ALL ';3 w/2X ACQ SLEEPERS 1 ; 1 I 00 POSTS TO BE FLASHED.INSTALL EPDM,FLASHING AT NEW CABLE RAILING PER OWNER. ROOF INTERSECTION FWG3061IS-60611R IR 1 1 1 1 1 17a 1 4 LI (3)2X10 DF#2 HDR : I 1 1 1 ' ( MER D ' - ' I 1 1 1 1215" 1 1 1 1 t- t 1 1 1 1 1 r- 1 DN 1 1 1 1 1 1 1 1 I 0 1 I I 1 1 1 1 1 1 1 1 1 ,•t 1 1 1 1 1 1 1 1 1 1 I ' N 3'h HALF WALL 'N = N a p 1 1 \ x00 M ' I 1 N M (U N I I '•I � �( � ^ U F 1 0 m^ 1 1 2'-4" P7 t1 (D 10'-4" Ti LLn v x 1 1 41 00 Co 00 14 A �AEDIA ROOM : A, ,CATHEDRAL CEILING i 14-4 , = 2ND. FLOOR PLAN 44 v�I " 1 M LL LL N SCALE: 1/4" = 1' N o W p I 1 p � 1 1 0, i~ x 1 ' x N 1 1 N I 1 GS+N M I 1 M PROJECT NORTHCD 1 IN ('+ 1 1. EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C. 1 1 00 � ;2. 3/4"ADVANTECH SUBFLOOR V 1 I O 13. EXTERIOR SHEATHING TO BE 3/4"THICK FIR CDX PLYWOOD.INSTALL WALL LEGEND ' 1 1' GREENBOARD EXTERIOR INSULATION PER OWNER(VIF). � I 1 _ 4. PROVIDE 3-2X8 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS �______________, WALL TO BE REMOVED rn rn N t 1 N, UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK o� u ' ' LL N STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH EXISTING WALL N 00 1 1 Co v SIDE FOR MICROLAM HEADERS. [•r x : : x N N - 5. INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS NEW WALL Q� ' M \ (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. PER CODE. NOTE: DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL U LAI t6. ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE [INT.:2X4=4-1/2",2X6 =6-1/2",EXT.:2X4=4-",2X6 =6"] (13)1-3/4X11-7/8 ML HDR APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING x HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. DIMENSIONS OF NEW WALLS ARE FROM STUDS ��+ 2-TW3046 7. INSTALL SMOKE/CO DETECTORS PER CODE. I [EXT./INT.:2X4= 3-1/2",2X6 =5-1/2"] 15'-5" 15'-5" 30'-10" AK G\�-�EREDq� \keV IN B ) .:;1i� DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB#: �—'D February 07,2018 SHEET NUMBER: GFNEW� A-5 f REVISIONS: ___ _-------- '-------- -------- --- --- <--- - -------- --- --- -_______ -___-_-f---=-- -------- -------- -___--_- -_______ '-_- / Y a / O / II 1"4' / i B I'I 1 1 MU �-� 00 00 _ / / t C -------------------------------- Ci 0 jDECK i ; RR @16"OC i AREA: SQ.FT. , N I AREA: SQ.FT. 100%RUNOFF:2"/HR: I I 100°h RUNOFF:2"/HR: I 13.8 CU.FT. I 4.0 CU.FT. '----------- ------------T--------- -------------------_ ' i Cf) ' v O m v O 1 1 ¢, u ' ' ' ' ---- ---7--- ^--- ---- --- ----<--- ---- --- ---- --_ --- --- ---- -_ I X O --- - --<--- ---- --- ---- -------- -------- --- - ---- --- ---- --- ' I m w � x t y m +u• p opo .. \ ' X ' I Ln U ++ 1 12 1 12 � o C ICZ 1 12 �n 1 N 0 v � � J RR @16" ; � � OC W 1. INSTALL COLLAR TIES UNDER RIDGE AT 16"O.C.(SEE SECTION A-A) i lA ' 1 1 V 1 2. ALL LAY OVER PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"DIA. I i GALVINIZED LAG SCREWS WITH WASHERS AT EACH RAFTER. 1 oC 1 E ' I g w g 3. INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, W i AREA:532.62 me 100%RUNOFF::2"/HFT. w 1 1 LL' AREA:532.6 SQ.FT. 1 ; FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. H � R: ' 1 90.000.FT. 1 m 1 O 100%RUNOFF:2"/HR: ; PER CODE. Q' i } } 90.0 CU.FT. ' 1� 1 1 i i 4. APPLY 3/4"THICK FIR CDX SHEATHING OVER ROOF FRAME. O N N ' 5. APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND (n 1 1 1 i DIRECTLY TO THE DECK ALONG EAVES. ; ; I x ( ; ; 6. USE ICE&WATER BARRIER UNDERLAYMENT. ROOF PLAN 7. ICE&WATER BARRIER TO BE USED IN ALL VALUES,RIDGES,INTERSECTIONS i ^11 N I m ' WITH ROOF AND SIDE WALLS(TYPICAL)AND 4'PERMITER. SCALE. 1/4 = 11 I 1/2X10 I RR @16"OC S. DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING W ' I MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. I ; 12 12 UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE SN NORTH 1 I WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS N 6 1 12 1 ; COMPLETE. V) 17i I ; i 9. INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. E \� USE GALVANIZED(ZINC COATED)ROOFING NAILS,11-12 GAUGE WITH AT LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. I 1 1 USE 6 NAILS PER SHINGLE.NAILS TO BE FLUSH WITH SHINGLES BUT NOT CUTTING INTO SHINGLE SURFACE. I I i 10. VENT ALL ATTICS(INCLUDING PORCHES)AS REQUIRED.USE COR-A-VENT S-400 ' AT SOFFITS,COR-A-VENT X-5 AT ROOF-WALL INTERSECTIONS,CAF COBRA 1 1 i RIDGE VENT AT RIDGES,AND GAF MASTER VENT LOVER FOR LOW PITCH ROOFS. -- ------ ------ ------------------- -------------------------------------------J CONTRACTOR TO INSTALL SOFFIT VENT ALONG WALL SIDE WITH TRIM TO - -------------------------------{------------ -------------}------------------------------- CONCEAL VENT. �,��pF_D ARc 11. GUTTERS,DOWNSPOUTS,DRYWELLS TO BE INSTALLED/REPLACED AS REQUIRED. IN V IN S /y —A DRAWN: MH/MS * 1 N SCALE: 1/4"=1'-0" * JOB#: N� C February 07,2018 BO? �9 y0 SHEET NUMBER: A.-6 REVISIONS: 1.3/4X14 - - - - - - - - - - - - - - - - - - - ML RIDGE 12 2X4 @ 16"OC 12 2X12 LAYOVER PLATE(TYP) (3)1-3/4X14 ML w/(2)3/4"STEEL 2X6 16"OC 12G Q�Z�tiGd,60 �XIo�F#2R ��O @161O c i I �— N ' p 00 3'h HALF WALL I � N 1 11 "' 3/4"SUBFLOOR •_ J w H E� 3'X3'DECO __J 14"TJ1560 WOOD-1 F1 @16"OC -- v U BRACKET �__J H....� CW/� CW/1 45min FIRE RATED `--J DOOR w/STEEL JAMB, NFR ME ME --�-- SC HINGES(TYP) 5/8"TYPE-X FIRE RATED J N SHEETROCK ON WALLS &CEILING --p 2X6 ACQ SILL PLATE -_ TERMITE SHIELD SILL SEAL(TYP) 4 a W 4"CONC.SLAB,REINFORCED w/6X6 10/10 WELDED WIRE FABRIC �• O OVER 2"(MIN)SAND ON 6"GRAVEL.SLOPE TOP OF SLAB TO 8"PC WALL OVERHEAD DOOR(S)FOR DRAINAGE,1/8":12"(MIN).NOTCH 2" DOWN AT DOOR OPENINGS.#5 VERTICLE REBARTO BE O INSTALLED AT WALL @ 16"OC,INTO SLAB AND DOOR APRON. 16"X8"CONC.FTG. SECTION A-A. A W (2)#5 REBAR SCALE. 1/4" = 1' a z a U H00W � Q H oc Q-i o H 1-3/4X14 ML RIDGE 2X10 DF#2 RR -FL 16"OC (3)1-3/4X14 ML w/(2) 3/4"STEEL RIDGE 2X6 J 1 'OC N 0�J i m m x u O � O X O Xi DF#2 R u 16"OC v °r - - - - 4 � f O W O (� 3'h STAIR WALL Cn 3'h CABLE I RAILING C14 WALL AT ROOF W INTERSECTION, 3/4"EXT.SHT. 3/4"SUBFLOOR LA 2X ACQ,6"OC 2X10 @16"OC -------- 14"TJ1560 WOOD-1 FJ @16"OC O 5/4 DECKING ---- ----; - - ' (3)1-3/4X14 ' ML FLUSH BEAM - 5/8"TYPE-X FIRE RATED SHEETROCK ON WALLS AND CEILING 1 V ----- - N S rYi 45min FIRE RATED DOOR w/STEEL JAMB, ----- - SC HINGES(TYP) ----- LNDG. ED 8"PC WALL '.• 4"CONC.SLAB,REINFORCED w/6X6 10/10 WELDED WIRE FABRIC . p � OVER 2"(MIN)SAND ON 6"GRAVEL.SLOPE TOP OF SLAB TO Y DRAWN: MH/MS OVERHEAD DOORS)FOR DRAINAGE,1/8":12"(MIN).NOTCH 2" �SECTION B-B. DOWN AT DOOR OPENINGS.#5 VERTICLE REBARTO BE — - - — I N * SCALE: 1/4"=1'-0" i 16"X8"CONC..FTG. INSTALLED AT WALL @ 16"OC,INTO SLAB AND DOOR APRON. cp _ JOB#: SCALE. 1/4�� = 1� (2)#5 REBAR -9 Q223 �- February N 2018 ��C .( SHEET NUMBER: OF NE A-7 REVISIONS: CARRY ROOF LINE UP TO MEET DECK WALL.ATTACH TO 3'h RAILING 2X12 LAYOVER PLATE Q 3/4"EXT.SHT. �k.9 X76"O EPDM C 2X ACQ,16"OC 5/4 DECKING F2XIO2 @16"OC TAPER TO 7-1/4" EXISTING ROOF2X12 LAYOVERPLATE P STUD WALL TO E-X FIRE RATED DECK 1 SHEETROCK ON WALLS F-+ AND CEILING W x 873 aoo U I EXISTING EXISTING U pa w H H uO a• � U 4"CONC.SLAB O 8"PC WALL C, REINFORCED SECTION C—C . o a 16"X8"CONC. FTG. SCALE: 1/4" = V (2)#5 REBAR Q V 1 W O � o'' Q r3 W (i1 I I ri 24"OC 4 V �+- F---1 W U • / 4" O • / • O. 4" • • • s • '� W 01, H #10 STAINLESS STEEL I I ( ' / 1l / I I 3 1 1/2 11/4 1 OR GALVANIZED • 1 • / ` ) 7 •• I / • I J • ( \ ( WOOD SCREWS W/ On ' ` \' I ' \ • ' I I • I I I I f • I • WASHERS @ 12"O.C. I II I I I I I IIL lal ( W.C. LAV. 13,. ( II I II lr'oc I ( C. I F.A.I. t ( It ( II I I It I 12"O. 12" Il f 1 ` I • I I I i —3/4"APA PLYWOOD 03 011/4 m y O I 1/2"APA RATED SHEATHING SHEATHING I I \ / I I I I I l C.O. p m v l l / GRADE PLYWOOD t I I I I I I I X O (ALTERNATWIVE:7/16"O.S.B.) lam.) I l I I • I 1 / • I s• I I t 1 • I i 1 / • O c, T 2 U 1/2"APA RATED SHEATHING I _ �+ w • ' I I ' O 1 I I GRADE PLYWOOD t I ( l t1 V I I I I (ALTERNATIVIVE:7/16"O.S.B.) I / l t / l t I ( ' m I I J I I SLOPE" 1/4" PER FOOT PITCH TO DRAIN TO APROVED 00 • I s /I •• I s I • 4"C.I. SEPTIC SYSTEM I O• I I I I 1 I I I I I I TRAP HOUSE A #10 STAINLESS STEEL ' ( ( I 5 e OR GALVANIZED { 2X4 DF#2 WOOD SCREWS W/ ( / STUDS ' ( ' ' I ( � U M O WASHERS @ 12"O.C. ( /f 1.1 • I 1 I WINDOW SILL , , .. , s , PLUMBING SCHEMATIC o W TYPICAL WINDOW OPENING � `—� I (LESS THAN 4'-0X8'-0"OPENING) ( I I #10 STAINLESS STEELOR GALVANIZED ' I ' I I I I WOOD SCREWS W/ N .T.S. ' • ( ( WASHERS @ 12'O.C. wil • • • TYPICAL DOOR OPENING Iv, MULTIPLE PLYWOOD ASSEMBLIES W (LESS THAN 4'-0X8'-0"OPENING) 2-2X4 DP#2 STUDS CONNECTED H TOGETHER WITH STAINLESS STEEL OR GALVINIZED BOILTS W/WASHERS AND NUTS @)2'-0"O.C. V TYPICAL MULTIPLE OPENINGS 0 (MORE THAN 4'-0X8'-0"OPENIING) PRESCRIPTIVE DESIGN PER R402, 2015 IECC: WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL FLOORSPACE R30 49 CEILING N R-VALUE R-VALUE: AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) 2� 'EXCEPTION FLOORS: FENESTRATION C WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" IF FRAMING MEMBER IS R19 U-FACTOR: 0.30 AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO TOO SMALL COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL CONSTRUCTION CODE). THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. GLAZED ►� 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. SLAB(HEATED) (2'PERIMIETER): R10 FENESTRATION NR HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. SHCR: FRAMED WALL SKYLIGHT R-VALUE: R20 U•FACTOR: 0.55 BASEMENT WALL (CONDITIONED SPACE) 15/19 R-VALUE: \�,�EFtED ARC �O \1 IN Scy ti% 7 �� DRAWN: MH/MS SCALE: 1/4"=1'-0" * N * JOB#: -'' February 07,2018 y� 022'' � SHEET NUMBER: FOf NF_ A-8 REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS ENDWALL 9RAFTER CRIPPLE STUD WALL STUD Tj,olo BOTTOM PLATE p RIDGE LEDGER BATHTUB ° HEADER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 1ST. ADSS ANICHOR 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 ILOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1/4"x12" 20go. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER' 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ®24"OC WALL STUD pw THROUGH-ROOF EXHAUST a VENTS SELECTED AND METAL STRAP � LOCATED BY CONTRACTOR H CRICKET AT TOP-SIDE OF VENTILATION CHANNEL Q CHIMNEY AS REQUIRED i'-•-1 O RIM BOARD RAFTER SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN U + , , VENTILATION F-+ 1 SIDEWALL FLASHING WOOD JOIST FOUNDATION ^ TOP PLATE FINISH WALL AND MOISTURE BLOCKING4LEDGER BLOC KING z STAPPING TO BE ATTACHED TO WALL STUDS ©48"OC BARRIER TO LAP FLASHING ; 2x4 SOFFIT JOIST Q AND .ALL WINDOW/DOOR OPENING JACK STUDS AT WALL MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA U BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH (JSP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA S GUTTER THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. ' �,' � ., SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS 1�jRESISTANT METAL MESH WITH MESH tcONTIN. SOFFIT / EXT. PLYWOOD ON ALL OPENINGS �� PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION AND SO AS TO MAINTAIN AIR SOFFITED EAVE 8" - 14" LSTA30 1-1/4"x30" 18go. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARYCONNECT TO ON ALL OPENINGS AC TION 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. / CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS ,' 8" - 12" RAFTER RT20 1-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS ,' KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLO R WALL � / ROOFING LAPS BASE ' FLASHING 4 INCHES BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INC HES THROUGH VENT F•L•� Q W WOOD JOIST x � TOP PLATE GIRDER/HEADER SIDE WALL FLASHING WOODJOIST F� 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD °Q FLOOR JOIST DEPTH( USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SOAS TO FORM DRAINAGE CHANNELS AND RAFTERS INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" - 8" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED ON ALL OPENINGS RIDGE VENT FOLDS KEEP SHEATHING .MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH RAFTER PLATE RT15 TYDOWN ANCHOR CONNECT EACH FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. / OVER RIDGE TO IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS INSTALL 4'0" O.C. RAFTER TO PLATE AIR PASSAGE 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS CONNECT OVER OF ROOF ON ALL OPENINGS PLATE WALL SPTH4 STUD PLATE ANCHOR PILATES TO EACH STUD C DBL. SILL PLATE TERMITE SHIELDI SILL GASKET �—- WOOD LOJOS TScn m N Q) o TYP. CONC. FOUNDATION CONC. SLAB NEOPRENE -^� ; p m M 0 v DAMPPROOF EXTERIOR A 6 MIL. POLY GASKET .` 2x6 /2x8 CONTINUOUS WOOD PLATE a, v o V� BOLTED TO STEEL BEAM WITH A° U GRANULAR FILL ° x o EMIL POLY ON EXTERIOR V ` �.� �� 1/2 " DIA. BOLTS ® 48" o.c. STAG. P. a • V STEEL COLUMNcu m . , •� v n _ c ° C I - v 00 ROOF JACK \� �`� ' u n STEEL BEAM A r4 u c CONC. SLAB `� I o �. c ° ANCHOR BOLT EMBEDMENT: � u ° COMPACT FILL POURED CONCRETE: 7" I 4" x 1/4" x 8" STEEL b i I i ti D B3 LOC K WALL: 15" ' + ROOFING LAPS TOP AND BOTTOM PLATE Lo UON m _ KEYWAY FOOTING ° V ^ ° ° d ° FLASHING AT �� WITH 1/2" x 6" ANCHOR BOLT SIDES AND TOPCONC. FTG. 'p USEERS 1/2" GROUT N oANCHOR BOLT CONNECTION (IUSP LBPS58 ORB583) v W>~ v 3" STEEL COLUMN p REINFORCING BAR ANCHOR BOLT CONNECTION FOUNDATION( 5/8" DIA. ANCHOR BOLT i DRAIN TILE D SUPPORTING; MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATIONROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 1 STORY 72" OC SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL ENO, W TYPICAL CONC. FOUNDATION. APPLY PILASTERS 2 STORIES 36" OC WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC u V SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL O SUB FLOOR � CONC. SLAB � DOOR FRAME 6X6 10/10 GARAGE G JOIST N COMPACT FILL � DOOR � USE 2X8 STEEL BEAM ��' ". FOR BLOCKOUT 4" SLAB P.T. PLATE �I` W/ 6X6 WMM M SLOPE / `� ° 4"DRIVEWAY —® NOTCH JOIST AND ADJUST HEIGHT ' 1/2" AIR SPACE (WITH A NAILING PLATE IF NEEDED) x AT END AND d' p ° °' s ° . ° o e ----- C Lc Q ES OF WOOD v` D v D ° ° T BE APROX. 1/2" OR HIGHER THAN GRADE ��--�� ��--�--' �• ;-' BEAMS STEEL BEAM TO ALLOW FOR SHRINKAGE ° ° a s '° (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) �. 6X6 W.W.M. �e - - e - - ''°e - -•• �, ° =�11 , MW. .n�D nD ^ �t`sa �t', A', • o _��NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM O ° I —SUB FLOOR �6 NOTCH EQUALS 1/4 DEPTH OF BEAM �1= D v ° ° �- • n REINFORCING BAR _ . D i REINFORCING BAR �D ° 01ST DRAIN TILE l� - '_' 12„ -I •° d° SHEET METAL / 30# FELT (UNDER BEAM AT POINT � ' a L� n O° � O° ° STEEL BEAM OF CONTACT WITH CONCRETE OR CONC. BLOCK -i i- i �� 1� o•e EDq�C 3" PLATE (BOLTED TO B TYPICAL CONC. MONOLITHIC: FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. ° A SHIMS TO LEVEL BEAM �G VIN S .�� REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. Cyd A DRAWN: MH/MS ICNA 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT �`, y 0 SCALE: 1/4"=1'-0" *� _•�.�! Its #: BEAM POCKET JOB" February 07,2018 � SHEET NUMBER: �F.NEW_(O A-9 REVISIONS: GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE NYS CODE: 2010 EDITION I 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. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTY SPACING NOTES CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL: 4-8d COMMON RAFTER TOE-NAIL 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 wail connections for rafter, ceiling or truss to top plate shall be in CEILING JOIST 8'WALL,: 3-8d COMMON EACHTO TOP PLATE 10'WALL: 4-8d COMMON JOIST TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters 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 FACE DESIGN CRITERIA CURRENT SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL 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 sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM - SBC LAP NAIL EXT. BALCONIES 60 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 40 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 TO RAFTER WFCM - SBC END NAIL 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 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: STAIRS 40 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION QTY SPACING NOTES GAURDRAILS ANY DIRECTION 200 (DESIGNED FOR CAT.C) precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt EXPOSURE CATAGORY specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO 2 - 16d COMMON PER FACE NAIL W TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE 0 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4 - 16d COMMO JOINTS FACE INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE p 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE l EXTERIOR SHEARWALL CONNECTIONS: STUD TO 2 - 16d COMMON 24" EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE FACE a'+ H 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 U STUD O.C. NAIL Sym.: W �D attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION HEADER TO 16" O.C. FACE SEE FLOOR PLANS E"'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 16d COMMON SMOKE &CO2 DETECTORS) Cn such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMONPER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION 0 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK U 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO:FLOOR JOIST, BAND JOIST, 2' 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. JOIST TO: 4- 8d COMMON PER TOE - 3). Provide 1/2" expansion joint material between concrete slabs and abutting 20 LBS. 120 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any new concrete walls being attached to existing concrete structure shall 2 - 8d COMMON NAIL SPACING NAIL SPACING AT INTERMEDIATE with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION NOTES W be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3 5 AT PANEL EDGES SUPPORTS IN THE PANEL FIELD - BLOCKING EACH TOE � 5 . Unless otherwise noted, all slabs on rade to be 2500 s.i.. Concrete to be 2 - 8d COMMON 4' PERIMETER EDGE ZONE 8d COMMON 6" O.C. d COMMON 6" O.C. SEE NOTES: 1,3 g p• TO JOIST END NAIL @ @ poured on 4 inch thick sand or ravel fill with 6x6 wire mesh reinforcing. Interior slabs 9)• CATHEDRAL CEILING ASSEMBLY: W p g g' EACH TOE ,� SEE NOTES: 1 ( BOTH FIELDS) BLOCKING TO: 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 3 - 16d COMMONINTERIOR ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 12 O.C. NOTE: 2 FOR PANEL FIELD O �0., anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge 6 maximum lifts (layers). SILL OR TOP PLATE BLOCK NAIL GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON 4" O.0 8d COMMON 4" O.C. SEE NOTES: 1 3 A along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE @ @ 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one3 - 16d COMMONW attached with the above requirements. TO BEAM JOIST NAIL 8x16 cast iron foundation vent for every 150 sq. ft. of area. NOTES a JOIST ON LEDGER PER TOE DECK AND COVERED PORCH NOTES: TO BEAM 3 - 8d COMMON JOIST NAIL U 7). Dampproof exterior of foundation with bituminous coating as required by current THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END Q H the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - 16d COMMONJOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, H BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 0 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. 2 - 16d COMMON Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 FRAMING NOTES �� g ROOF SHEATHING: 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. into concrete with a minimum 1/2 dia x 7 long anchor bolt with washers and nuts. For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques and methods as prescriptive design of current SBC High WindNAIL NAIL 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL 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. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS' Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5 . A minimum of 10 inch flashin shall be installed between the buildin and led ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD g g g JOINT DESCRIPTION otherwise. Led Ledger to be fastened to buildin with 1/2" dia. bolts with washers and nuts QTY'. SPACING SEE NOTES: i, 3 ( BOTH FIELDS) g g 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. rn °' where needed. GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD x Ln 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. 5d COOLERS ° ro r Bearingwall headers to have (2) jack studs and 2 full length studs on each side of all WALLBOARD 10" O.0 . FIELD- INTERIOR ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. SEE NOTE: 3 �' 0 2 :i~ O g 6). Concrete piers shall be a minimum 6" above grade. O x o % openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL S H EATH I N'G: �" w @ .x openings. Bearin wall window sills shall also have 2 window sill plates for 2x4 wall NOTES '� WU g ( ) P 7). All joists to be supported with hangers ers and anchors. Each Joist shall also be anchored v M openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire 00 to girder(s). pP g JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.°' n r TY'. SPACING o �. and blocking where applicable. Q V M 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1). For wall sheathingwithin 4 feet of the corners, the 4 foot edge zone attachment requirements shall 5 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS 8d COMMO WFCM - SBC be used. g q M U m _ anchors where applicable to all connecting joists. PLU M B i N G NOTES 7/16 OSB 3 O.C. EDGE r„ QJ I � 6d COM,MO 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 .0 w Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<6<, the nail spacings shall be reduced to 6 inches o.c. w WALLBOARD 5d COOILERS 10" O.0 . FIELD on plans. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. 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. FLOOR SHEATHING: other access openings unless otherwise noted (typical). plates or joists are cut out during installation for any plumbing related work, NAIL NAIL w 3). If wall studs, JOINT DESCRIPTION provide adequate bracing and plates to protect and secure the structure. Verify with the QTY. SPACING 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. F ' 8). Dormers running up roof rafters are to be supported by double rafters on either side 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. where applicable unless otherwise noted. STRUCTURAL PANELS state code and manufactures recommendation for maximum hole size and spacing permitted. O.C. EDGE 3).INSTALL 1 -Co2 DETECTOR 1N ADDITION TO SMOKE ALARMS PER FLOOR. U HVAC SYSTEM NOTES 1" OR LESS 8d CO,MMO 6"12" O.C. FIELD �T� 0 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists �!■el N OT E.S as required by current NYS Residential Code-FIREBLOCKING REQUIRED under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BIE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000#CAPACITY. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-Pty Fir 1). Nailing requirements are based on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructedusin CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. SOIL COMPACTION: g parallel rows of studs or staggered studs. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6 on-center at the panel edge. if wall sheathing � Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloorTO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. r4 shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. 1~ adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL NOTES: members shall be doubled, or allternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces 'd over subfloor as per manufacture's instructions. such as shear plates, shall be used to maintain load path. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. DENSITY PER ASTM D 698 AND ASTM D 1557 COMPACT THE 1). All electrical to be installed as per N.Y.S. Residential Construction Code. ( )• SOIL AT 12-LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and 2). When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. to have regular 1/2" sheetrock. All walls to be taped and finished. to be reduced tol - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. RED 3). Install Smoke detectors and Carbon Monoxide detectors throughout as required by current 5'CE AR 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or N.Y.S. Residential Construction Code. �� v►N ti�� approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM �41 r ti� torch down type material over. �j0 -1 DRAWN: MH t MS SCALE: 1/4"=1'-0" 16). All sill plates and wood 5n contact with concrete to be pressure treated. Sill plates to ;_ 'k JOB#: be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. •' _ February 07,2018 2339 0 SHEET NUMBER: 0 NE`N_( - 1 ®