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HomeMy WebLinkAbout44700-Z �oFFa TOWN OF SOUTHOLD ay BUILDING DEPARTMENT H x TOWN CLERK'S OFFICE y . cog SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44700 Date: 2/14/2020 Permission is hereby granted o: Robinson, Barna 31 Washington '*Apt Brooklyn, NY I 201 To: Construct additio slalterati s t exi ting single-family dwelling as applied for. Replaces BP#42 At premises located at: 6620 Horton Ln., Southold SCTM #473889 Sec/Block/Lot# 54.-3-14.3 Pursuant to application dated 2/14/2020 and approved by the Building Inspector. To expire on 8/15/2021. Fees: PERMIT RENEWAL $531.60 AMENDMENT TO PERMIT $838.70 Total: $1,370.30 B it ' pector FIELD INSPECTION REPORT DATE COMMENTS - FOUNDATION (1ST) ------------------------------------ 'FOUNDATION (2ND) �Z ROUGH FRAMING& PLUMBING INSULATION PER N.Y-, H STATE ENERGY CODE FINAL ADDITIONAL COMMENTS sa- 53 1 Z�y a toTao A/ � due- C) Z 10 o z d H r it urn • �ro r --ol w .. Af i �I• w T ftr op fte Al Ll y , ;. x L��' i ,•.i 1. A� a•./ ♦ (i•�' a ti - r• 1 i .. .� r It. _ L ■ • 112 _�,_ r ■ha d ;a • tIF,I�h� ��.. ri � 1 ti. r;► 1 _•w Y IL `w �_ a 333 � • �A 'i a at WA } ` t • ' rte, a . `�' �. s T' ,; , .�•..'• �- ' ' a 7 s +Ir R Y,. r�'• +. a ,`: • a�` a { .16 r c`• raj ,�'�'• I }� ,: ,�'�.•. ; •� � 46 rk JAL Ir ►•' • � : •tip... t' � Ir 44 rt a r ' s • , r ' 'I ,- �I i 41 �.• -ZAP • • . t � , 1 40 lo i M / N • � t � t • t1�.�r Y'r ' 1 ' • 4'� fes ,"'/ ;a/� .+ , •q, _ - r� -Vis''.. �' ,• ��'++' �,�• .•�.�.- -~ �'sr *'"sir'- mi. Nik Jr If bo dIrA- ar dr 10 _:fit f � , _ , i � ti� _ •,+ f — _ y # Y 1{ydwq a icy ^,or . iii r 1 p_ w _tis . � �r� °� � �4 ' � •*` ; � �. ) _ � s .X41 i��, � ' -"�4� � -„�''�' - ` • � '`.:�:•� � + .114 Ilk Irl ,t� 1 �, •� �. � � �� �+ S^4� � ♦��-` tr�. l!, j r � ■ a l t vr Alp 10 IF 1 • 1 w w • Scott A. Russell ,� 0S111FQ/r STO]KIAWA\T]E][, SUPERVISOR � I��1[A\NA\G]EI��JC]EN'7C' SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 '�yy�O Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS ]PROJECT INVOLVE ANY OF THE FOLLOWING: OWING: Yes N (CHECK ALL THAT APPLY) ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑RD. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑Q E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑CZ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Ow r,Design Professional, gent,Contractor,Other) S.C.T.M. 1000 Date: #: �istrict I I NAME: Section Block Lot FOR BUILDING;, DEPARTIVlENT USE ONLY Contact Information: 1 i /S �4 ak46�1� r�Reviewed By: (`'r�`/b— — — — — — — — — — — — — — — — — — — Date: (�7'4r-1k Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — — W� c,,` �0 s / n, & Approved for processing Building Permit. ��UU 1./�.� ���1L.PV Stormwater Management Control Plan Not Required. c 6 GO ❑ Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 o�g�FFO1,��oG Town Hall Annex �� y Telephone(631)765-1802 54375 Main Road o Fax(631)765-9502 P. O. Box 1179 y Z Southold, NY 11971-0959 0 • _-..__. BS U ING DEPARTMENT. .__. NOTIGE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: 6 i Owner:: tA(ZN.X%`? AID-16'Q.ef� WMVIS00 (, °S A-� -J O UT"(� LocatfOn of Property: (� ZU .�I'j12�1�1 Please take notice that the-(.check applicable line): New commercig[or:residential structure °Addition to eXisfng commercial or residential structure Rehabilitatioh',36.an existing commercial or residential,ystructure. to be.,constructe&6t performed at the subject property reference above will-.util'ize check applicable-line Truss type construction (TT) Pre-engineered:wood'construction (PW) Timber construction (TC) in the following location(s) (check$applicable line): X Floor framing, including girders and beams (F) AC— Roof framing (R) Floor. roof-frami (FR) Signature: Name (person su ' t' this form): �2 `� J �� T f Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 6" DIAMETER REFLECTIVE RED REFLECTIVE WHITE PANTONE #187 i r t 1/211 The construction type STROKE designation shall be 061333 &q 1333 661.11°'3 44IV33or 46Ve7 to indicate the construction classification of the structure under DESIGNATION FOR STRUCTURAL section 602 of the BCNYS COMPONENTS THAT ARE OF TRUSS TYPE CONSTRUCTION ■ «F�� FLOOR FRAMING, INCLUDING ■ ■ GIRDERS AND BEAMS' "R57 ROOF FRAMING "FR"FR FLOOR AND ROOF FRAMING STANDARDS AND CODES 5U RVEY OF PROPERTY SITUATE : 50UTHOLD e s TOWN : SOUTH OLD SUFFOLK COUNTY, NY SURVEYED 09- 1 5-2014 PROPOSED GARAGE OG-27-2018 REV. 08- 13-20 18 SUFFOLK COUNTY TAX # 1000 - 54 - 3 - 14.3 CERTIFIED T0: BARNABY ROBINSON TORREY ROBINSON JPMORGAN CHASE BANK, N.A. LEGAL ABSTRACT, LLC STEWART TITLE INSURANCE COMPANY S `sG R�c� �0 �0 ti 0- ` q o � 0, �0,� T �0, DQE a TF s + a�� p� a2• �1 0 /o O Okl, VJ) oo'� A o 0 �� 40P G O 0 "o IX/SS IX�0� S�Q a y� k3o O Vi NOTE5: "Unauthorized alteration or addition to a survey MONUMENT FOUND map bearing a licensed land surveyor's seal is a JOHN C. E H LE R5 LAND SURVEYOR ®F N��y violation section waork subt division io of the `, New York State Education Low." � C•EI 7� �� "Only copies from the original of this survey marked with on original of the land surveyor's stamped seal sholl be considered to be valid true J copies" G EAST MAIN 5TRFET N.Y.S. LiC. NO. 50202 * "Certifications indicated hereon signify that this, survey was prepared in accordance with the ex— Area = 48,250 5 Ft. RIVERHEAD N.Y. 1 190 I 3G9-8288 Fax 369-8287 4- isting Code of Practice for Land Surveys adopted �• s �. by the New York State Association of Professional Area = 1.108 Acres �j Land Surveyors. Said certifications shall run only �e5urvey@optonhne.net c� �° to the person for whom the survey is prepored, GRAPHIC SCALE 1"= 40' (<`� 502 `, �� and on his behalf to the title company,governmen— P lot agency and lending Institution listed hereon,and ULA SJ o the assignees of the lending institution. Cerlifico- 14-106 tions are not transferable to additional institutions .bm Ooaum.nl,u 6 .—,O6 e I F "7 — f SWMMING POOL ENTRAPMENT PROTECTION The barrier must completely surround the swimming pool and must obstruct access to the swimming pool. Suction outlets must be designed to produce circulation throughout the pool or spa The barrier must be at least 4 feet(48 inches)high. Single outlet systems,such as automatic vacuum cleaner _ systems,or other such multiple suction outlets whether A buildag wall can form part of the required barrier. Isolated by volves or otherwise must be protected against However,where a wall of a dwelling serves as part of user entrapment the barrier,at least one of the following requirements -- Suction Fittings:All pool and spa suction outlets(except must be satisfied: surface skimmers)must be provided with: the pool must be equipped with a powered safety a cover that conforms with reference standard cover ANSI/ASME A112.19.8 Suction Fittings for Use n all doors with direct access to the pool through that Swimming Pools,Wading Pools,Spas,Hot Tubs,and wail must be equipped with on alarm or other means Whirlpool Bathtub Appliances,or of protection,such as self–closing doors with a drain grate that is 18 inches x 23 inches or larger,or self–latching devices,which are approved by the an approved channel drain system governing body SA Atmospheric vacuum relief system required:All pool and In the case of on above–ground pool,the pool I`-1 spa single–or multiple–outlet circulation systems must structure itself can serve as a part of the required o be equipped with atmospheric vacuum relief should grate barrier,provided that the pool structure is sufficiently — —I — _ covers located In the pool become missing or broken rigid to obstruct access to the pool.However,where The vacuum relief system needs to include at least one an above–ground pool structure is used as a barrier of the following two approved or engineered methods: or where the barrier is mounted on top of the pool Safely vacuum release system conforming to ASME structure,and the means of access is a ladder or A112.19.17:or steps,then: An approved gravity drainage system the ladder or steps shat]be capable of being secured, Dual drain separation:Single or multiple pump circulation locked or removed to prevent access,or the ladder or 7r—On systems must have: steps shall be surrounded by a barrier at least two of the approved type of suction cutlets,and when the ladder or steps are secured,locked or a minimum horaontal or vertical distance of 3 feel removed,any opening created shot]not allow the between the outlets,and passage of a 4–inch–diameter sphere. P O O the suction outlets piped so that water is drawn through Barriers shall be located so as to prohibit permanent t— then simultaneously through a vacuum–relief–protected structures,equipment or similar objects from being -------------- __ _____ _—(/.�� _ /_+ _ line to the pump or pumps used to climb the borriers. SPA PLAN r r `�� \I`!1 Pad cleaners shall Where prodded,vacuum or pressure I I cleaner fittings shall he located in accessible positions at least 5 inches and not more than 12 inches below the SWIMMING POOL ALARM REQUIREMENTS i minimum operational water level,or s capable of detecting a person entering the water at any point as an attachment to the skimmers on the surface of the pool and giving an audible alarm to provide detection capability at every point on the surface of a swimming pool,it may be necessary to install more than one SWIMMING POOL BARRIER REQUIREMENTS pool alarm is audible poolsida and at another location on the premises where 2 THICK STONE COPING NOTES:POOL SHALL MEET ALL SWIMMING POOL the w mining pool is located RELATED CODES IN THE 2DI7 NYS UNIFORM CODE is noot n alarm device is located on a person,or which is ARBLE DUST FINISH SUPPLEMENT SECTION 325 dependent on a device located on o person for its proper operation - MASONRY SHALL BE DESIGNED IN ACCORDANCE meets ASTM F2208 WITH PRUSIONS OF SECTION 8606 OF 2015 IRC [r// OR IN ACCORDANCE WITH PRO14SIONS OF ACI III-1 =_ :SII = — _(i 530/ASCE 5/TMS4D2 {` III—III .q —III— IMEI IT-71 SWIMMING POOL SHALL MEET ALL SWIMMING POOL CODES AS STATED IN SECTION 85-891 OF THE EQUIPMENT LIST: JEFFREY SANDS �_= I(• r'.•l, r .+ (, L TOWN OF BROOKHAVEN ZONING CODE. ALL PIPING 2'SCHED 40 PVC ARc_ffrrEC 'II—III—.'I'` r':.•I A .� :'. ':,.'. L— PUMP:H ARD VS ACK ER PUMP SP26OW RAY406A III—I =1 �, FlLIER:PENTAIR CLEAN AND CLEAR CARTRIDGE FILTER AUTOFILLI _ DEEP HEAT RENRNS:2 IIIIIIL—I_'111=!IIIiIIII-III-11111111=III=111111111 WALLRENRN5:1 ROBINSON II=1iI„ T= —11r1I1= DEEP END DRAINS:2 RESIDENCE PNEUMATICALLY APPLIED 5KIMMERS:2 0020 HGLTMS LANE CONCRETE MINIMUM #4 REBAR 12"OC NEwy ` 4000PSI AT 28 DAYS EACH WAY SPA DETAILS SPA SECTION MECHANICALLY COMPACTED OR VIRGIN SOIL v<•.,.0 2aLaam A300 A J L. AP RO ED AS NOTED DO NOT PROCEED WITH FRAMING UNTIL SURVEY DATE: B.P. ,j OF FOUNDATION LOCATION FEE: a BY: HAS 6EEN APPROVED. NOTIFY BUILDING DEPAR ENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: I. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE TRUSS PL,ACARDING REQUIRED 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR Fire separation DESIGN OR CONSTRUCTION ERRORS. required as per NYS Code COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES ELECTRICAL AS REQUIRED AND CONDITIONS OF INSPECTION REQUIRED '38tiTH8L�F6Wi ARC AI V C ��� All exterior lighting installed, replaced or repaired shall conform to Chapter 172 of the Town Code OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. TABLE R602.3(l) TABLE 602.3(1) FASTENING SCHEDULE FASTENING SCHEDULE-continued �� FRAMING NOTES �M DESCRIPTION OF BUILDING ELEMENTS OFFASTENER`-BERDTY ° SPACING AND LOCATION j [TEM DESCP„-TION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER", ° SPACING AND LOCATION NO BEDROOM COU NT CHANGE t Floor Roof i ?4 ?"subfloor to otst or rder 3-16d box(31/,"x 0.135'):or Blind and face nail 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE NO. 2 OR BETTER 4Sd box(2'!Z"x0.113' or 2-16d Common(3/_"x 0.162 joist hanger into girder ALL FRAMING SHALL BE NAILED IN ACCORDANCE WITH LOCAL AND STATE CODES SEE ATTACHED NAILING SCHEDULE 3-Sdeommon(21/2"x0.131'7:or p (p ' 1 ' (not shown) slZe per O15t EXISTING FIRST FLOOR 2017 SF �( . . ( ) 1 Blocking between ceiling joists or rafters to top plate � Toe nail �_ 3-]6d box(3/2"x 0.135');or p � 3-1 Od box(3"x 0.1..8'):or 25 2" tanks lank&beam-floor&roof) At each bearing.face nail - 2. ALL WALL SHEATHING SHALL BE APA RATED, EXPOSURE 1. 1/2", 5/8", 3/4" THICK (SEE DRAWINGS FOR SPECIFICATION) 3-3"x 0.131"nai!s _ 16d common(311,"x 0.16") " SHEATHING SHALL BE NAILED TO FRAMING IN ACCORDANCE WITH LOCAL AND STATE CODES (SEE ATTACHED NAILING SCHEDULE) 4 8d box(2`/2"x 0.113'7:or 3-16d common(35'A"X 0.162 1 4.10 box(3"x 0.125'),or 3-8d common x 0.1 8 )-.or ):�r 6 Band or rim joist to joist End nail PORCH COVERED TO LIVING 60 SF 3. ALL SUBFLOORING SHALL BE APA RATED STURD-I-FLOOR, EXPOSURE 1, T&G 3/4" THICKNESS 2 Ceiling joists to top plate Per joist;toe nail 4-3"x 0.131"nails:or ALL EDGES OF PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE ALL SUB-FLOOR TO JOISTS USING ADHESIVE FOR THIS PURPOSE 3 lOd box(3"x 0.1_S 7:oT ALL SUB-FLOOR TO BE NAILED IN ACCORDANCE WITH LOCAL AND STATE BUILDING CODES (SEE ATTACHED NAILING SCHEDULE) 3-3"x 0.131"nails 43"x 14 ga,Staples.7116"crown MTS12 Ceiling joist not attached to parallel rafter,laps over 4-104 box(3•'x 0.128"):or i 24d common(4"x 0.192'):or Nail each layer as follows:32"o.c. 4. DOUBLE JOISTS SHALL BE SET UNDER ALL PARALLEL PARTITIONS 3 partitions[see Sections R802.3.1.R802.3.2 and Table 3-16d common(3112"x 0.162");or Face nail at top and bottom and staggered. MTS12 5. DOUBLE JOISTS OR STRUCTURAL BEAM SHALL TRIM ALL STAIR, CHIMNEY, AND SKYLIGHT OPENINGS R802.5.1(9)] 4-3"x0.13]"nails e RENOVATED AREA 485 SF lOd box(3"x 0.1"8'):or 24"o.c.face nail at top and bottom Ceiling joist attached to parallel rafter(heel joint) 27 Built-up girders and beams,2-inch lumber 3"x 0.131"nails staggered on opposite side SEE FRAMING PANS FOR MORE DETAILS 4 [see Sections R802.3.1 and R802.3.2 and Table Table R802 5.1(9} Face nail layers And: MTS12 6. JOISTS SHALL BE SUPPORTED LATERALLY AT ENDS BY FULL-DEPTH SOLID BLOCKING NOT LESS THAN 2" NOMINAL THICKNESS; OR BY ATTACHMENT TO A HEADER R802.5.1(9)] 2-20d common(4"x 0.192');or WOOD DECK 716 SF BAND JOIST, OR RIM JOIST, OR TO AN ADJOINING STUD, OR SHALL BE OTHERWISE PROVIDED WITH LATERAL SUPPORT TO PREVENT ROTATION 1 4-1Od box(3"x 0.;S),,.orJ 3-10d box(3"x 0.128');or Face nail at ends and attach splice 5 Collar tie to rafter,face nail or 1114"x x ZO ga.ridge strap to 3-10d common(3" . 8 : Face nail each rafter 3-3"x 0.131"nails ratter 4-3"x 0.131"nails 4-I6d box(3112"x 0.135'):or O 7. ALL JOIST TO BE BRIDGED WITH EITHER SOLID BLOCKING, DIAGONAL BRIDGING, OR A CONTINUOUS 1' X 3" STRIP NAILED ACROSS THE BOTTOM OF THE JOISTS PERPENDICULAR TO THE JOISTS AT INTERVALS NOT EXCEEDING 8 FEET 3-16d box nails(3112"x 0.135 )-,or 2 toe nails on one side and I toe nail 1 2S Ledger strip supporting joists or rafters 3-16d com:'non(3112"x 0.162):or At each joist or rafter,face nail STONE TERRACE 898 SF 3-1 Od common rails(3"x 0.148');or 4-1N box(3"x 0.128'):or J DIAGRAM 3 - S. BEAMS SHALL BE NOTCHED AND DRILLED IN ACCORDANCE WITH R502.8 OF THE ICC 2015 RESIDENTIAL CODE OR MANUFACTURERS SPECIFICATIONS 6 Rafter or roof truss to plate 4-10d box(3"x 0'128');Or on opposite side of each racer or 4-3"x 0.131"nails 4-3"x0.131"nails 29 Bridgin to pf�t 2•lOd(3"x0.1257 Each end,toe nail Stud to Band Joist/Girder FOR ENGINEERED WOOD PRODUCTS ( g j 9. DRAFTSTOPPING SHALL BE REQUIRED WHEN THERE IS USABLE FLOOR SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/CEILING 4-16d(3 TX 0.135'),or { SPACING OF FASTENERS (Flush Connection) PS418 ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1000 SQUARE FEET 3-1 Od common(31/2"x 0.148 7:or 1 BUILDING ELEMENTS NUMBER AND PERGOLA-433 (SEE R502.12 OF IRC 2015 RESIDENTIAL CODE FOR MORE DETAILS) 4-14d box 3"'x 0.128' •o. Toe nail REM Mt a OF BUILDING ELEI.IENTS .. TYPE OF FASTENER''e,c Edges �° ( ), a supports (aches) 7 Roof rafter to ridge,valley or hip rafters or roof rafter 4-3"x 0.13I"nails � (inches) 10. ALL PRESSURE TREATED MATERIAL SHALL BE PRESERVATIVELY TREATED AND DRIED AFTER TREATMENT IN ACCORDANCE WITH AWPA C22 to minimum 2"ge,v beam Wood structural pane's,subfloor,roof and Interior wall sheathing to framing and particleboard wall sheathing to framing SEE DRAWINGS FOR DIMENSIONAL SPECIFICATIONS AND USES ^-16d box mon x/2"x . 6 (see Table R602.3(3)for wood structural panel exrerlorwall sheathing to well framing] 16d[tsmmon(312"x 0.162:or PROPOSED BREEZEWAY-80 SF 11. ALL PRE-ENINEERED LUMBER SHALL BE GEORGIA PACIFIC WI SERIES JOISTS (WOOD I-BEAMS), LVL PRODUCTS, AND ANTHONY POWERBEAM PRODUCTS 3-1Od box(3"x 0.[28');or �' End nail 30 3/ »-112» 6d Common(2"x 0.113')nail(sub floor,wall)' f 3-3"x 0.131"nails I $ 8d common(211,"x 0.131')rat!(roof) 6 12 ALLL JOISTS, GIRDERS, AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURERS RECOMMENDATIONS 3"x I 31 `9/32"-1" Sd common rai1(21/,"x 0.131") 6 12' WEB STiFFNERS SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS. DOUBLE 1 3/4" LVL'S SHALL BE INSTALLED AT ALL STAIR, CHIMNEY, Wall PROPOSED ATTACHED GARAGE - 640 SF AND OTHER FLOOR OPENINGS. SEE MANUFACTURERS NOTES FOR ALL JOIST CONNECTIONS 16d Common(3 1�"x 0.162'7 24"o.c.face nail I I i 10d Comm'^.(3"x 0,l4S")Wait;Or HANDLING, STORAGE, AND ERECTION OF ALL COMPONENTS SHALL BE AS PER MANUFACTURER'S SPECIFICATIONS 32 1 1 1 1" 6 12 8 Stud to Brad{not at braced wall panels) 10d box(3 x 0.128');or s � 8d(21/."x 0.131')deformed nail 1 16"o.c.face nail Other wall sheathin c A35 12. ALL JOISTS SHALL HAVE 1 1/2" BEARING MINIMUM ON WOOD AND 3" MINIMUM ON CONCRETE OR STEEL (SEE MANUFACTURER'S SPEC'S FOR ENGINEERED LUMBER) 3"x 0.131'nails 9 1/2'.SMCturalcellulosicfiberboard 11/2" ai.ariudroofin Wath'/ head 13, AL EXTERIOR WALLS SHALL BE 2X6 NOMINAL THICKNESS DOUGLAS FIR -LARCH NO.2 OR BETTER 16' O.C. MIN 16d box(3'12"x 0.135'):Or 33 g g 16" 3 6 INTERIOR WALLS SHALL BE 2" X 4" NOMINAL THICKNESS MINIMUM, SEE DRAWINGS FOR SIZES 9 Stud to stud and abutting studs at intersecting wall comers 3"x 0.131"nails 12"O.C.face nail sheathing diameter,or 1"crown staple 16 ga..1114"long LSTA18 H10 SWIMMING POOL-720 SF (at braced wall panels) LSTA18 14. ALL WOOD FRAME WALLS SHALL HAVE A DOUBLE TOP PLATE (OVERLAPPING CORNERS) AND SINGLE SOLE PLATE (MIN.) THE SAME LUMBER DIMENSION AS THE WALL 16d common(3'12"x 0.162') 16"o.c.face rail # 34 `132"structural cellulosic 1'14"galvanized roofing nail,'/6"head diame- 3 6 WALL BLOCKING SHALL BE INSTALLED OF THE SAME DIMENSION LUMBER AT MID SPAN ON WALLS UNDER 10' AND IN 1/3 INTERVALS IN TALLER WALLS. fiberboard sheathing ter,Or 1''crown staple 16 ga.,14"long_ 4 1 16d common(3c%"x 0.162') 16"o.c.each edge face nail j 15. STUDS MAY BE DRILLED AN NOTCHED IN CONFORMANCE WITH R602.6 OF THE IRC 2D15 RESIDENTIAL CODE 10 Built-up header(2"to 2"header with /2"spacer) 16d box(3112'X0.135-) 12"o.c.each edge face nail j 35 1/,"gypsum sheathingd l i/2"galvanized roofing nail,staple galvanized, 7 7 SPA -49 SF 1 12"Iong;11/,"screws.Type W or S DIAGRAM 8 16. ALL HEADERS SHALL BE AS SPECIFIED ON PLANS AND NAILED IN ACCORDANCE WITH THE IRC 2015 RESIDENTIAL CODE AND WFCM. IF THERE IS ANY DISCREPENCY OR 5-8d box(2'/2"x 0.113'):or r 5 d 1'/4"galvanized roofing nail;staple galvacited, Rafter t0 Ridge Connection OR IF A SPECIFICATION IS NOT PRESENT, CONTACT THE ARCHITECT OR REFER TO TABLE R502.5 OF THE IRC 2012 RESIDENTIAL CODE I 1 Continuous heady,to stud 4-8d common(21/,'x 0.131'):or Toe nail 36 Is"gypsum sheathing s 5 7 7 l-/g"long:1 18"straws,Type«'or S 4-10d box(3"x 0.128) l DIAGRAM 7 17. ROOF BLOCKING SHALL BE SET TO ALLOW 2' AIR SPACE AT THE TOP OF THE RAFTER FOR VENTING Wood structural panels,combination subfloor underlayment to framing 18. ALL CEILING JOISTS SHALL LAP A MINIMUM OF 3" AT SPLICE CONDITIONS OVER BEARING WALLS 16d common(31/2"x 0.162') 16"o.c.face nail F 2„ nail:I2 To late to to late , 37 314"and less 6dde.ofTned(� x0.120')n..t1 or 6 12 Rafter Connections to Wood Top Plates 19. THE ENDS OF EACH RAFTER OR CEILING JOIST SHALL HAVE NOT LESS THAN 1 1/2" OF BEARING ON WOOD OR METAL P p p p lOd box(3"x ils );or 12"o.c.face nail 8d common(2 /�"x 0.13!7 nail 3"x 4.131"nails 7 8d common(2 A"x 0.131')nail;or AND NOT LESS THAN 3" ON CONCRETE OR MASONRY 6 1_ 8-16d common(3`IZ"x 0.162');or i 33 /g"-i 8d deformed(217,"x 0.120')nail o 20. ALL ROOF SHEATHING ON ASPHALT ROOFS SHALL BE 1/2" THICK STRUCTURAL PANELS APA RATED, NAILED IN ACCORDANCE WITH THE IRC 2015 RESIDENTIAL CODE Double top plate Sp!ict for SDCS A-U:with Seismic braced 12-16d box(3112"x 0.135');or (SEE ATTACHED NAILING SCHEDULE) wall line spacing<25' 12-10d box(3"x 0.12S'):or Face trail on each side of end joint ::' 39 i 1/8"-11/4 IOd common(31"x 0.148")nail;or 6 12 12-3"x 0.131"nails 8d deformed(2 1,"x 0.120')nail 20. ALL WOOD ROOF SHALL BE COMPLETELY SHEATHED WITH 1/2" THICK STRUCTURAL PANELS APA RATED, NAILED IN ACCORDANCE WITH THE IRC 2015 RESIDENTIAL CODE 13 (minimum 24"lap splice length each (SEE ATTACHED NAILING SCHEDULE) 5/4 X 3 SPRUCE LATH SHALL BE INSTALLED m 16" O.C. PARALLEL AND IN LINE WITH THE ROOF RAFTERS Double top plate splice SDCs Do,Di,or D,;and braced side of end joint) For SI: 1 inch a 25.4 mm,1 foci=304.8 mm,I mile per hour=0.447 mis;1 ksi=6.895 AIPa. 5/4 X 3 LATH SHALL BE INSTALLED PERPENDICULAR TO THE ROOF RAFTERS SPACED TO ALLOW AIR FLOW BEHIND THE WOOD SHINGLE ROOF FINISH watt I2-16d(311,"x 0.135) ! line spacing 2 25' 21. ALL FRAMING SHALL BE STRAPPED AS PER THE ATTACHED SCHEDULES WITH STRAPS MANUFACTURED BY SIMPSON STRONG TIE OR EQUAL MITS2D MTS20 MTS20 SUBSTITUTIONS SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION TABLE R602.3(1)-continued FASTENING SCHEDULE CS16 ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER'- •c SPACING AND LOCATION CS16 ° 16d common(3'12"x 0.162'7 16o.c,face nail Bottom plate to joist.rim joist,band joist or 16d box(3'IZ"x 0.135'):or C O N C R E TE Z MASONRY NOTES 14 blocking(not at braced wall panels) 3"X 0.131"nails 12 o.c.face nail LSTA21 I LSTA21 Bottom late t joist. joist r 3-16d box(311,"x0,135'7;or 3 each 16"o.c,face nail t�.(D 1. MASONRY CONSTRUCTION SHALL BE DESIGNED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R606 OF THE IRC 2015 RESIDENTIAL CODE OR IN p o y st,nm joist,band Jos o. 1 � 15 2-16d common(3 A"x 0.26..):or 2 each 16"o.c.face nail ACCORDANCE WITH THE PROVISIONS OF ACI 530/ASCE 5/TMS402 blocking(at braced wall panel) � ® LTSI2 4-3"x 0.131"nails 4 each 16"o.c.face nail 2. ALL CONCRETE SHAL BE POURED IN AMBIENT TEMPERATURES OF 40 + DEGREE F. IF POURING IN COLDER WEATHER, THE CONCRETE MUST BE PROTECTED 4-8d box(2'/,"x 0.113')-.or LTSI2 FROM FREEZING FOR A PERIOR OF 14 DAYS (ADD MIXTURES CONTAINING CHLORIDES SHALL BE PROHIBITED) 3-16d box 0 1,"x 0.135");or CD 3. ALL FOOTINGS AND STRUCTURAL SLABS SHALL BE POURED ON UNDISTURBED VIRGIN SOIL, HAVING A MINIMUM BEARING CAPACITY OF TWO TONS PER SQUARE FOOT 4-8d common(2t/,"x 0.131'):or Toe nail r 4-1Od box(3"x 0.128'7;or t� 4. ALL FOUNDATION WALLS SHALL HAVE A MINIMUM THICKNESS OF 8", ALL FOOTINGS SHALL HAVE A MINIMUM DIMENSION OF 8" DEEP AND 18" WIDE 16 Top Or bottom plate to stud 4-3"x 0.131"nails SEE PLANS FOR ACTUAL FOUNDATION WALL THICKNESS AND FOOTING SIZES 3-16d box(s A"x 0.135'):or DIAGRAM 4 2-16d common(31/2"x 0.162');or 'd LSTA21 Post to Girder Connections 3-IOd box(3"x 0.128'):or End nail PS720 5. ALL CONCRETE SHALL BE 3000PSI AT 28 DAYS MTS16 3-3"x 0.13 l"nails ® MTS16 6. THE CONCRETE CONTRACTOR SHALL PROVIDE ANCHOR BOLTS, INSERTS, SLEEVES, ETC. AS REQUIRED BY OTHER TRADES. 3-10d box(3"x 0.128'):or O A35F MTS16 ANCHOR BOLTS SHALL BE SET PER IRC 2015 RESIDENTIAL CODE. SEE ATTACHED STRAPPING SCHEDULE FOR SPACING AND SIZE 17 Too plates,laps at comers and intersections 2-16d common(31/,"x 0.162');or Face nail LTS12 A35F STA2 3-3"x 0.131"nails A35F LTSI2 7. ALL REINFORCEMENT SHALL BE TIED IN PLACE BEFORE CONCRETE IS POURED. AL REINFORCEMENT AND FABRIC FOR CONCRETE POURED ON GROUND SHALL 3-8d box(2112"x 0.113'):or MTS16 BE SUPORTED ON PRECAST BRICKS OR APPROVED CHAIRS 18 1"brace to each stud and plate 2-8dcommon(21/,"x O.131');or Face nail o MTS16 MTS16 1 Od box(3"x 0.128'7;or DIAGRAM 2 S. LEGS OF REBAR ACCESSORIES SHALL BE PLASTIC TIPPED. ALL SNAP TIES AND WALL PENETRATIONS SHALL BE CUT BACK AND GROUTED TO PRECLUDE ANY CORROSION 2 Staples 1314" Shearwnll Holdown Connections 3-8d box(?11,"x 0.113');or DIAGRAM 8 19 1"x 6"sheathing to each bearing 2-8dcommon(21/2"x0.131');or Face nail post to Girder Connections 9. ALL REINFORCEMENT BARS SHALL BE CONTINUOUS EXCEPT AS NOTED, LAPPED PER ACI 318, CLASS "C", WITH 40 DIAMETERS MiNIMUM. BENT AROUND CORNERS 2-IOd box(3"x 0.128');or CS16 AND HOOKED AT NON-CONTINUOUS ENDS. FOR FRAMED SLABS, LAP TOP BARS AT MID SPAN BETWEEN SUPPORTS AND BOTTOM BARS AT 2 Staples,It,crown.16 ga..13/4"Iong PS418 ever Frame) CS16 ° AT SUPPORTS, REVERSE FOR FOUNDATION MATS. STAGGERSPLICES AND OFFSET SPLICES OF BARS AT OPPOSITE ENDS 3-8d box(2'1,"x 0.113").or CS16 CS16 10. ALL SLAB ON GRADE THICKNESSES SHOWN ARE MINIMUM THICKNESSES TO BE USED, INCREASE AS REQUIRED FOR DRAINAGE PITCH. 3-Sd common(21/,'x 0.131");or 3-I0d box(3"x 0.128');or ° 11. SLABS ON GRADE SHALL BE PLACED IN STRIPS AND SHALL THEN BE SAW-CUT OR TOOLED TO PROVIDE CONTROL JOINTS 3 staples,1"crown,16 ga.,13/4"tong APPROXIMATELY 20' O.C., CONSTRUCTION JOINTS SHALL BE KEYED 20 1"X 8"and wider sheat-ping to each bearing Wider than 1"X$" Fact nail 12. EXCEPT AS NOTED, ALL OUR STOPS SHALL BE 1REA1EE AS CONSTRUCTION JOINTS AND SHALL HAVE KEYS AND CONTINUOUS REBAR. WALL SECTIONS 4-8d box(21/,"x 0.113'7:or o SHALL BE PLACED ALTERNATIVELY OR WITH A MINIMUM OF 24 HOURS BETWEEN ADJACENT POURS 3-8dcommon(21/,'x 0.131'):Or 3-I0d box(3"x 0.128'):or ° 13. FOR CONCRETE WALLS, VERTICAL CONSTRUCTION JOINTS SHALL BE LOCATED AT A MAXIMUM SPACING OF 40' AT LEAST 4' AWAY 4 staples,1"crown,lVga.,13/4,,Ions! ° FROM ANY SUPPORTING OR INTERSECTING WALL OR BUTTRESS, OR ANY WALL OPENING Floor BP ° •� ' 14. HORIZONTAL CONSTRUCTION JOINTS WILL NOT BE PERMITTED EXCEPT WHERE NOTED ON PLANS OR SHOWN AN ACCEPTED ON SHOP DRAWINGS 4-8d box(2'/2"x 0.113'):or o, 21 Joist to siI1,top p or girder dr 3-8d common(2112"x 0.131'):or 15. CONCRETE WALLS, DECKS, AND SLABS REQUIRING WATERPROOFING SHALL CONFORM TO ACI 515, 1R-79 SPECIFICATIONS, CHAPTER 3 FOR CONCRETE SURFACE QUALITY 3-10dbox(3"x 0.128');or Toe nail3-3"x0.13!"nails LSTAIS H10-1TZT, AND FINISHES. CURING COMPOUNDS, RELEASE COATINGS OR ADD MIXTURES THAT INTERFERE WITH THE ADHESION OF THE BARRIER MATERIAL SHALL NOT BE USED. LIQUID APPLIED BARRIERS SHALL NOT COVER, HIDE, OR LEVEL SURFACE IRREGULARITIES 8d box(2/2"x 0.113) 4"o.c.roc nail 1 16. MASONRY OVER OPENINGS SHALL SUPPORTED BY STEEL LINTELS, REINFORCED CONCRETE OR MASONRY LINTELS, OR MASONRY ARCHES 2, Rim joist,band joist or blocking to sill or top 8d common(2 1/2"x 0.131');or DESIGNED TO ACCEPT LOAD IMPOSEDED plate(roof applications also) 10d box(3"x 0.I28');or 6"o.c.toe nail AC4 A35F 3"x 0.131"nails DIAGRAM 9 DIAGRAM 3 1A35F SEAL7. THE BOTTOM OF ALL FOOTINGS SHALL BE A MINIMUM OF 36" BELOW FINISH GRADE 3-8d box(VA"X 0.113');or 2-3dcommon(2112"x0.131');or Post to Porch Lintel Connection Floor-to-Floor Connections A35F 18. ALL CHIMNEYS AND FIREPLACES SHALL BE DESIGNED IN ACCORDANCE WITH CHAPTER 10 OF THE IRC 2015 RESIDENTIAL CODE 23 7"x 6"subfloor or tens[0 each joist 3-10d box(3"x 0.128'):or Face nail At 2 staples,I"crown,16 ga.,1314"long DIAGRAM 10 Rafter/Ceiling Joist to Wood Top Plates DIAGRAM 1 BUILDING DESIGN NOTES Floor-to-Floor Connections TABLE R301.2(l) .r' 1. ALL ASPECTS OF THE DESIGN AND CONSTRUCTION OF STRUCTURES SHALL CONFORM TO ALL LOCAL AND STATE CODES (SEE IRC 2015 RESIDENTIAL CODE) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY IF ANY OF THE DESIGNS ARE NOT WITHIN THE CODES OF THE STATE AND LOCAL AUTHOURI11E5 2. ALL HABITABLE ROOMS SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN T-6", AND HALLWAYS, CORRIDORS, BATHROOMS, TOILET ROOMS, AND C'` ` - - y.✓•• i LAUNDRY ROOMS SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 7'-0" SUBJECT TO DAMAGE FROM BASEMENTS SHALL HAVE A MINIMUM CEILING HEIGHT OF 7'-0" ICE SHIELD �y (SEE R305 OF IRC RESIDENTIAL CODE FOR MORE DETAILS) GROUND WIND SIESMIC ANTER UNDERLA- SNOW DESIGN FROST DESIGN YMENT FLOOD ARCHITECT 3. BASEMENTS WITH HABITABLE SPACE AND EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPENABLE EMERGENCY ESCAPE AND RESCUE LOAD SPEED (MPH) EXPOSURE CATEGORY WEATHERING LINE TERMITE DECAY �[y[[o HAZARDS DRAWING LIST JEFFREY SANDS OPENING. OPENINGS SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44" ABOVE THE FINISH FLOOR. MINIMUM OPENING AREA SHALL BE 5.0 SQUARE DEPTH REQUIRED FEET AT ALL GROUND FLOOR OPEININGS AND 5.7 SQUARE FEET AT ALL OTHER OPENINGS. MINIMUM OPENING WIDTH (20"), MINIMUM OPENING HEIGHT (24") P�Pi`F140 MPH D BSEVERE 36" MODERATE SLIGHT TE �� YES X SECOND FLOM TO REMAIN ARCHITECT (SEE R310 OF IRC 2015 RESIDENTIAL CODE FOR MORE DETAILS) DECAY MODERATE 4. WINDOW WELLS SHALL BE DESIGNED FOR BASEMENTS WITH HABITABLE SPACE. THE MINIMUM AREA OF THE WINDOW WELL SHALL BE 9.0 SQUARE FEET X00) DATA SHEET/ 1�fi��Wl NC LIST 6 EVERGREEN LANE WITH A MINIMUM WIDTH AND HORIZONTAL PROJECTION OF 36', WINDOW WELLS WITH A DEPTH GREATER THAN 44" SHALL HAVE A PERMANT ADDER EAST QUOGL}E, NY 11942 ADDER SHALL HAVE F INSIDE WIDTH R ID LEAST 12", SHALL PROJECT 3' FORM THE WALL, AND BE SPACED MAXIMUM 18" APART VERTICALLY WALL SHEATHING NAILING SCHEDULUE X002 ENERGY NOTES /�NI� SGH DU ES PHONE 631.594.3861 (SEE SECTION R310 OF THE IRC 2015 RESIDENTIAL CODE FOR MORE DETAILS) 140 MPH WIND ZONE (3 SECOND GUSTS) ROOF NAILING SCHEDULUE L CELL 631.375.5997 5. ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AN AGGREGATE GLAZING AREA OF NOT LESS THAN 8 PERCENT OF THE FLOOR AREA OF SUCH ROOM. USE 1/Z,r CDX WALL SHEATHING 4' FAX 631..375.5 9 THE MINIMUM OPENABLE AREA TO THE OUTDOORS SHALL BE 4 PERCENT OF THE FLOOR AREA BEING VENTILATED (SEE R303 OF NYS RESIDENTIAL CODE FOR EXCEPTIONS) FASTEN WITH 8D COMMON GALVANIZED NAILS 140 MPH WIND ZONE (3 SECOND GUSTS) 0 1 0 51 T �L LS I\I EMAIL:FAX 631.J 6.8916 COM EVERY HABITABLE SPACE SHALL BE PROVIDED WITH HEATING CAPABLE OF MAINTAINING A MINIMUM ROOM TEMPERATURE OF 68 DEGREES FARANHEIT, 3 FEET ABOVE THE F » USE 1 2" CDX ROOF SHEATHING HALF BATHROOM BATHROOM / ` ✓ LLLL 1L-/ , ` 2 X 11 1 2 GA. - PATTERN AS INDICATED BELOW 2' fi _, - FLOOR AND 2 FEET FROM EXTERIOR WALLS (SEE SECTION R303 OF THE IRC 2015 RESIDENTIAL CODE FOR MORE DETAILS) FASTEN WITH 8D COMMON GALVANIZED NAILS BATHROOM 2'� "1- J _ X100 FOUNDATION �L/ �I Y �TL PROJECT S. THERE SHALL BE ONE HABITABLE ROOM WITH A MINIMUM FLOOR AREA OF NOT LESS THAN 120 SQUARE FEET 2 X 11 1/2" GA. PATTERN AS INDICATED BELOW 21- - r YI IY �. L--/ l ALL OTHER HABITABLE ROOMS SHALL HAVE AN AREA OF NOT LESS THAN 70 SQUARE(EX FEET, KITCHENS SHALL HAVE AN AREA OF NOT LESS THAN 50 SQUARE FEETILAV I I ILAV I LAVI I FRAMING ROBINSON HABITABLE SPACES SHALL NOT BE LESS THAN 7' IN ANY HORIZONTAL DIMENSION (EXCEPTION KITCHEN) (SEE R304 OF IRC 2015 RESIDENTIAL CODE FOR MORE DETAILS) O ® 3 WC I SH i WC WC I SH 7. ALL DESIGNS SHALL BE THE FOLLOWING GLAZINGIN CONFORMANCE WITH THE ICC 2015 ENERGY AND INSULATION VALUES SHALL BE USED ALONGWITHTHE ENERGY CONSERVATIONCODE AND THE IRC 2015 CALCULAITiONSAL CODE (SEE CHAPTER 11) 1 I I ( I ( I 0FIRST FLR PLAN/ I 1DFLR R E S I D E N C E GLAZING U-FACTOR: .35 MAX 4" r 4. r r 6620 HORTON'S LANE CEILING V VALUE: R-49 �-� y { } I SOUTHOLD WALL R-VALUE: R-20 O Y 2' FRAMING I I�� FLOOR R-VALUE: R-19 1 - /I +• 4 ' \, ` �I �I NEW YORK BASEMENT R-VALUE: (DEPTH TO SCHD A120 ROOF FRAMING`IG � AI t SLAB PERMITER: R-10 (DEPTH OF 2') c -1Q IO> I APPROVED � S. THE FOLLOWING CRITERIA WAS USED IN THE BUILDING DESIGN I I O 1 1 ON SITE A200 ELEVATIONS ANIS SEGTION DRAWING TITLE WIND ZONE 130 MPH (3 SECOND GUSTS) I SEPTIC SYSTEM �j G EXPOSURE D O I I O 4 / n9 SYSTEM POOL PLANS GROUND SNOW LOAD 25 PSF © r 2 I i DATA NOTES LEVE LOADS OF 30 PSF SLEEPING AREAS, 40 PSF LIVING AREAS I DEAD LOAD 40 PSF 4 SOLAR PANEL LOAD 5 PSF 1 0 0 1 1 1 RISER DIAGRAM D D IGNS EPRESENTED ARE PRESCRIPTIVE. IF ENGINEERED DESIGNS ARE PRESENT, CALCULATIONS WILL BE SUPPLIED 40 I I DETAILS RISER 10. WIND BORNE DEBRIS PROTECTION (PER R301.2.1.2 OF THE IRC 2015 RESIDENTIAL CODE) O I I DIAGRAM 1/2" THICK WOOD STRUCTURAL PANELS SHALL BE PROVIDED FOR ALL GLAZED OPENINGS. STRUCTURAL PANELS SHALL BE FASTENED TO THE FRAMING IN THE EVENT OF I 0 HURRICANE FORCE WINDS TO PROTECT FROM WIND BORNE DEBRIS. PANELS SHALL D.C. FASTENED WITH WITH 2 N 6 ;I6 WOOD SCREWS tD 16" O.C. FOR PANELS LESS 4 0 2 Ik-ISCHD GODS GOMPL ANGE REFERENGE5• LESS THAN 4', 12" O.C. FOR PANELS GREATER THAN 4' AND LESS THAN 6', 9" . FOR PANELS GREATER THAN 6' AND LESS THAN B' 49 ' 3 -L (SEE R301.2J.2 FOR MORE DETAILS) SCALE NA DATE 11. ALL FRAMING SHALL BE NAILED AND FASTENED IN ACCORDANCEE WITH THE IRC 2015 RESIDENTIAL CODE ANDTHE WFCM 1 APPROVED �' �_��-�O SEE ATTACHED NAILING SCHEDULE AND FASTENER DIAGRAMS FOR DETAILS ON SITE 2 015 1 ISG THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY IF ANY OF THE SPECIFICATIONS DO NOT MEET CODE REQUIREMENTS OR IF ADDITIONAL SPECIFICATIONS ARE REQUIRED ZONE 5 ZONE 6 SEPTIC s SYSTEM DRAWING NUMBER 12. ALL EXTERIOR FINISHES SHALL BE IN CONFORMANCE WITH THE IRC 2015 RESIDENTIAL CODE FIELD 12" O.C. 12" O.C. 20 I�7 NYS UNIFORM GODS 5UPPLEMENT FEB 1 3 2020 13. ALL ROOF OVERHANGS SHALL RELIEVE ONE LAYER OF ICE AND WATER FROM THE OUTSIDE EDGE OF THE OVERHANG TO A MINIMUM OF 24' INSIDE THE OUTSIDE WALL O.C. O.C. 201 b I BGG NYS SULMNT ZONE 1 ZONE 2 ZONE 3 ZONE 4 PANEL EDGES 6" 6 ALL UNDERLAYMENT SHALL BE NAILED DOWN WITH CORROSION RESISTANT FASTENERS IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS FIELD 8» O.C. 12" O.C. 3" O.C. 4" O.C. T �IT 14. ALL FLASHING SHALL BE SPECIFIED BY THE ARCHITECT AND/OR CONFORM TO IRC 2015 RESIDENTIAL CODE (SEE SECTION R905 FOR ROOF COVERING) ENGINEERED /^ TUG I U��L GOM�ON�I `l 1 � �}-� �SG� 1-10 15, ALL MECHANICAL SYSTEMS SHALL CONFORM TO THE IRC 2015 RESIDENTIAL CODE, THE MECHANICAL CODE OF ICC 2015 AND THE FUEL GAS CODE OF ICC 2015 PANEL EDGES 4" O.C. 6" O.C. 3" O.C. 3" O.C. L �-/ E TABLE R402-4-1.1 TABLE R405.5e(1lp,CR,BARRIER AND Il'�SULATI�Fi INSTALLATION ` ENERGY NOTES SFE�CIFrCATIO(�tS FOR THE STANDARD REFERENCE AND]PROPOSED DESIGNS COMPONENT AIR EAK;ttEFcCR17ERIA INSULATiOU INET.'-LLATtOPJ CRUERM Bil9LDING COVPONE7�T STANDARD FEFER:PiCE DE51GN PROPODEO OESIGP� . '.can1irrou3 air barrer sL=71 be ir3al:ed m 1. All construcflon shall comply with the 2015 International Energy Conservatlon Tie:m_3:-n-all it prapmed wall i._res:; oi_i :e ttiood fro-.tee_ h:propo:ed baSiding envelope_ �.ir-fie�eabIa� n�'a•�itrs��L'not be,�=Ad FIs q Constructlon Cade, The authority having Jurisdiction shall be permitted to determine Gm„ area: -= e a �pmea _n porno:ed �C-•--m ern Ireqatrem t= The e�.smorihr.m.*l a relape cwt=' a ccntizt.)US an energyefftalenc program to exceed the ener efficient required b Oils code, ai b;nnrias. mita .l. � P 9 9Y Y � Y A_�o-ce-ode mall: Li f�^tar. a1�:ifred m Tale�•ICI,.1.=� =�prapo:ed AND 2016 1 ECC NYS SUPPLEMENT P r>em;•s'or joints in the rd:ba mu giball be SoL�x a ry:o '3nee=0.a{ -' pro_ a:ed n :air braner in-e-mv dropyed ceihn,r sof t smell be 2. A permanent certificate shag be completed by the builder and posted an a waft �.�,,���fr�� �.:pre=po:ed ali�ec]with be i�....�l�ti�r and as3•�r5;3 w=at _ T , In the space where-the furnace Is located, Certll'icate shall comply with IRC N1 X01.14 �T-I�r �t b i �� sn �:atl�s �s a. a c�1� Ce:sa 'a..�c b`-• moi. be 9'igaed Stay.a y&r PPP_d � T��e: r;=..n1e 35�r�o+p�:.t-�. �.s prtr�a:eti ,�cce:s orer�gs,der dons:ta*r:c�elrr.¢e u•e11�'oor: 3. Attle or crawl space access shall be weatherstripped and Insulated to a level equivalent Basement and ctzm� ��ce Gra:: J�ea: �e a � �, � i. to the insulation an the surrounding surfaces. .,4-;_ po=-� per= to imcoz:•ikoasd 2;t_c swces sba11 be se ed. V-fa.ctor: from table RIG?.1.4,tS71_LnAziton 13;er on lIIten-or skis Dip►5'311: r::pr0.-�o:ed C41 ttres-"ithm co men and hesde:s of f7nm? �, The jm--tton of the foua.i3`im and s 1 plate s,h31i be w0hr E 31]be br-m a:er b;co�le:ely filling r1r= 4, Installation!- the components or the building thermal envelope shall be installed In accordance ���: � �� ��prxrpa:ed se , .;.e•.1. ta.,.zt;:r:it11.-.nester al haying a tlrerrlr.al res�star_e -with the criterla listed In table 402.4.1.1 Where required by code official an approved third a Awn-e-ode floor: Gmn: M-ea: a a::�rc3 �e I' pmpo:ed �=an; The Y i Pp party l¢^a=flan rf tie t plate esti tae trap of :terio: of R-3 per inch shall inspect a!i campanenOs and verily compliance. zlL cls?]bc. ca3led. Extsnor themmsl earetops R li'lan m fOT fmrr.ed Ufa&.0r: 3s-,P.ci ed iia Ta:1,61 r-0,2.1.-1 "L:propa_ea' 5 i :,see S -els sb311 be waled. wAls shall be inst3lle-i in substa=j3I con-tact and' ss• 3 irmris _�propo:ed ccaua torr. Jig��ten:with the tirba.-neer.. Testing« Building or dwelling unit shall be tested and verified having less then ' jambs znd f Ceil.i sl_ Gam:: area: �e x r>rop��: A:prapa,ed Win1 �ti•s,s':-•li_ s ht �d doers The_�cace between window,,daor r=iar,. or equal to 3 ACHSt'? In C�4A, 5, tsA, testing shall be conducted by an approved third party. oand��-�•l;��t� ;���,�;�P���ba 5�a1�. U-fa:tor: as sp=zifred in Tat~le R-02.1.-1 As prorpo:e+3 5, Ducts - Supply and return ducts In attics shall be insulated to a minimum of R.g @ 311 or greater _!tire: c-cmlpe_itian shingle on wood-.he3thm' s Ass prapa-�ed :-,-I=301.ts r-ln13ciSts s! Il smclufe the Di:barrier. Fizrijoists str_•rll be insulated. In diamer, and R-6 @ s ducts less than 3" in diameter. rnrisg cDa-it��tnuia^ea hall be t13st3Iled ` Gro„ :sea: :ire a;pa-ap+red A,-prornFlaari �sed to rtan�percr�zvs�c�cntact tti�[tr dee u'a�� de 6a. Duct Sealing - Ducts, air handlers and alter boxes shall be sealed, Roofi Soles ibsorp`=-e=0.75 A:prax:ed to nn.�=ir dem r,_Or rev: t w-.t n¢cap. de ce-s(in dLdina abo a gun, a and The air barrier=.lel'b=_i,:tAted at my empa=_ed edge immh ton s ,_111 be pr-rived:o be m com,2z'%ilh Em:tt-.:n, =0,i. O A:prapoled c3ndt=rered Loor�51 of iaSulataa the top s:deofs5reat�_,or co=iauous insu tion 7. Duct testing• Ducts shall be pressure tested to determine air leakage b an approved third a it t-AEed o�die underside of fl%r f.,:rung 3 3 d y Ply P z;�+: I} :rent z l ape -re= 1 #t'p-_c3G0 fr' ceiiiaz area A-,pra:>o:+ed. e=end-from the bent=to the tap of ill 8. Building cavities shall net b6 used as ducts or plenums. Type- !-.an1e a:propcv:er1 A-,propo:ed perme-er floor, 3_min.©m=T,,�C. FCLffitia.3$0:_: �'Q'�rn .� C+A i�-d1I cL63 3l:Cs�a 1a?:DiT Et 3_ a rid 5011 C11�13LtE71=ttL.:s3*+5=?s �rp d=ad£'n!i in uave=ei c ,;-] =_-pace: Ellam be r►S I�_I��;Qt]tied in`s'�3C1 o floor 1.15103tier- g. Mechanical system piping insulation carrying Vuids > 105 F degrees or-4 55F degrees shall A:prtsptred Crawl{pac6 was coS-�dc�kH a Class I v3 r r=_'.rde faith ia.rlayan shall '�, stt3ched to tea p:a:►a:eu o. tlafiriralaiz:E tapes c13-,71 a.acaror•,,Ll: be insulated with R-3 Minimum, -siren:40 ft- As Frapo:,ec1 ►ft,.ntiiaty p+ae�aton-.and�Fae shads C>aaqrae dcaor: iienta2roa 'attli A:pra_xa:ed 5hanS.pesetratj S opening to e.rarieror im-condi�aaed mace Eh^oll�+ 14. Mechanical ventilation - Shall meat the requirements or the IRC 1 IMC. seandl_ U-factor: ---4 e ar, feve=ionftom TaHe 7y0ry_1 4 A,proposed 11. Equipment sizing - Per ACOA manual S, based an (cads calculated per ACCA Manua! J Toh,1 a.Tert�= AJ pra_^a: }3,7=in narrow cari es sb-,U be cut to ate ared na.•rani;-ca�-iye:-stall be�3e� 6?rina�t�?at='os the: as provided by a third party HERS Rater. a)Ths pr .ed gh=±g73�a.,whs tlr.� ^a (r-a- `a�n�ZMr:3 is I=_::tb-,n.35 l;�rro {settles on ia-: n rrs�ar c to slue tioa thl: percent of the conditioned floor area camil spce. 12. Lighting -A minimum of 751/6 of permanently Installed fixtures must have high-ef€icacy lamps {ill-�-MenIt Of the COU&ti=ed f air a-elr^WhS=- the peed gLZinE a is Ai:se3:a?ELa--]be om-ided bem�er tie gmmaEe zzd IGanage separndta° ca^dtian d Spa:_�..FT � I5 pe,c�:_tor m•ae•�o1?th,e coar::itz4n=dt7�r 3!'Ea a �' 13, All HVAC, Plumbing Electrical systems shall meet the IRC chapter 1't Energy efficiency, International mechanical code, International enter conservation code. Vertical fene:d.-3'ion ot2-es aik-=3 os :21 Y&=, ilrutsd to ffur cas-d=d pa:.onenntio= R�essed vyhtya, c'.eces.e!li?at vs'mes i to din the tint.:;aL tha-m 1 sigh*le sins: Medi*lie b .r-ana energy tin ad �.;grape:ed tl�azma;ea+.•alap?sb::ll b¢s?ale:to ttrz ii�3rt•ali. tlre�l enrer�e x1;:11 b= air t:�'�.I.C.rated.. than omcue door (1`l,t. S&V1 If shall be the respanSibility of the General contractor to submit 3tt lnsctl�tacm sb:.Il cut neatl3•to Ort e=*o*rad U-factor: as�ti^ifted m Table IS_402.1.4 A:propo:ed ISCiIi7�.aa<d_rlanzbisg in er.:er.0r x;11. , In detail the design, calctjlations, drawings,written statements of the mechanical, air conditloning ventilation, hestin systems nleW e}tisUn or upgraded) SH GC: as -psmfierl m T 3 Y e R-02.1?+except tl�.=_t far climates��h no ?1=bing and*air'ss imulaton fel t on im'cll� ion res mil y conk-m" to A:propo d :nmilablespace sloth e::temdbeh,ndpirirg Zed stamped by a professional engineer 11 required by the Owner or Building Dept, z; c�t �)SK� =c.-n�.'��used- ����` hte=, :Lade fracfimr 0-9 7_(g'.21 e, SHGC for the ward are e.,lre d_Zen) 0.00 -021 SHC--L-as pTCpc-- '� - The au ba_-rer ia_t`Il3d D.'ez:'erar r,�lla ad?ace'rt ire 14. Addltlons, alterations or renovation: shall comply with {ECC 2015 - ETteriorta lis adjacen9 t.sbor':e.} m:ml.. &11 External sh=dir_g:nerve z3:p:epased ShmTr•tnb on prior c�::1 sbo ere snit time alx-ll ser state tbs 1 om the Unaltered portions of the existing building is not required to comply with this code. rn �. - Sh�S�IiL-t ;� '_`*ore Aspr+ :ed be insun'et.b�-r b?is;.st:,..edbE�_E._cnt ..1+aI I3e a!r S Sl�9lr. 'f fa ra c. 15, Minimum one Programmable thermostat shall be provided for each separate heating Theaua 'Tu'olatedsualratn: X4,0 _ At pr n� =IKUical.�o39 t ,,e��.�:in r,,-9U; T2is=�i;�tic,sT L,11-1 t�hsirlladbe>ac�d �cmc:1 rn5tallu and Gaoling system in accordance with sectfoe� N°t 103 Control Systems. to- Az 1eJ- age=te of 1 ail mange:pe, ho ar in L., -4�e Zorn..._ I anal avi�air ��-�� - r } M � 1 1 T i Q_ .Q � •n _ �, For ze:ede��e: that r=.not rggrhte.boor th3,penetrate buildi is therms]. ch.gn_?�:pis hcFu:i;i�c]].im.to co^=.�through S at a gra:jtn•e cf�._ffi��s�.g :.t-a:�',.0*e�i�er beets 16. All exterlor wallfftoorlceiling joists shall be air sealed and Insulated In accordance 1;50 Pa j_The tea- scat zx�:trlatioa rate_l� `..' be in aed:t=arr to the air le:.3 test-el tie same air le.�a g,e rate ervelane shalt be se,1-_d to le snbfLeor or dry 3U. with Table R402A.'1.1. Apply a fresh bead of caulk to the to and bottom lato r p �, ;_, x _ a1::hq:tLdai•d16fa-m-n•_e design.. ,� , PP Y p p r�;e aznd the xame in th; r ed rte:i�,but no erfatm t1i3n 0.01 CEI - !filen recuire i to be se3lled.coare 31e4 firs wn'ri sets Immediatly prior to Installing interior gypsum wall board. i i Y (Y,-.;- I) For te�L re:�iderd_e:,the mea- sb-JI or-14 be Eealed�3 s~tmnerth--n i retotrtrendL-d Air . �_e.rat= Q Cance. ed= 1eT_ b��fisc n.arztf3c!t�_r ecu lits_t;r c+t>..e:sdbe:iA e :tared.air excll3^_elate'. RT -p' t ssisef5e: _ .. =_ea+amts sbali not be t`.ed to fill voids bvweer ling CEI=condrtiorzd floor amsT��^.�auecal��tda tion rate" spriniler ccr er prates:rad;� id- ca:ce2li�tgS. -LL1'ber of bed-:o= sh_=Ut-e i addition to tL•e air fe3L- c+r � c � � is � �- age m-S-_and=�� a:prop c. s. In addtion.,s_,e=oao_lo_m EE sh_]3 be m occordin_e tit it_pm�ons of ICC-4 00. TABLE R405.5_2111- ntanrued Enery-reccx-2r,•smolt not be aamms_i for n echarical ventilation- SPECIFICATIONS FOR THE STANDARD REFERENCEAND PROPOSED DESIGNS BUIL DRIG, COMPONENT STkFFQARD REFERENCE DESIGN PROPOSED DES[Gt? Na::e,except where mech.3nicat ventila fiou is specaa�ied bo-fire p:o- po:ed den-m in vr-ich C3::e: An..�.1 rent�hn enc;.use: Mlechanisa':;•enEbticn 0.0-194", * CF.1 .29.565 whetet -. CF-1 ccn,t Lt oried:Coor aria SEAL X,=r,in twat cfbe&ocros Smme as-tarem.d reonce ktual . .n: IGvtn=1 r_9 C0-?3.S CFA -41N t`! z (�)� t Same L'. sr.3ardaefe:galce de,isn-plug am adLfiorml maw I:tsln auss An itteria, . �5;for f ii itu s yni�co-nh_n*:of S t -,_,e-� 3_ r '~. � pound--per�c�.re f`aa �= ?�}d_i.gned a-a tlS6r- of fcor area. mal stcq-nge element*but not-int e- ARCHITECT -31 to±e bui:ainz emY_lope o: :ttut�balQ. JEFFREY SANDS Form, onry flocs-slabARCHITECT _Sri p�ercer-t e f 1:l,vor ar=a cm-et x'err R-'?Cal-pet 6 EVERGREEN LANE ane pal and,G perces_,= sed of floor due,:Cv s_ se�d to Tom.air_ `:'p:' 'ed EAST QUOGUE, NY 11942 trctrt331 m�-: F a,ma:era.;ba.-em?at X4'311:,.a:plow:eci.but Wit!n:.`ul.3t;❑n a-eCrui2d �_ PHONE 631.594.3861 L-v Table Fti-02_I.-I Iocated a *e int nior sins of'the walk. rL.pt��red CELL 631.375.5997 FAX 631.576.8916 rarother�aFis,fnr��n-,,f10C=.3n3isteriCTNN-a1IS-W fi�=sooa- iwoted EMAIL: JEFF(),JSA-NY.COM AspTCn�7:edlrti?r���lh3neIett.is}!�':t1Trg�c:tll�lIt3lla?t�LLp ZL11P_S4 PROJECT the p pose+e(i2-;ign t -e'sechi•c beating a ithout a but tamp the Beating .,te :d` standard refetel:ce deli be aa1 air:;(r=e heat P=P meeting t �;.:pl poz ROBINSON > =�: o:Section C403 of Lie 1ECC-C(x=-_--nia1 Fia�iaoa . RESIDENCE Cvaacih,:ri.^_ed in accordance ni#h Section R403-7 Coohn¢ ,terns'.' A:pr opo:*d ,� A;propcned Caaacrt•tiT: _,,ped 3r�,actardanc6�zth Section 6. 6620 NORTON'S LANE SOUTHOLD Se:bice water heating*_'F A,-pr3aosed �spMp�:e� NEW YORK U:x::3me 3:praPo-_ed de:tg n'dxv=30-( 0 ),IQ Duct inmlition: From Secron R403.2.1 DRAWING TITLE A tr•emal&:tr1L-,1tion:k_tem ef5ciw-ncy(D SE)of0.SS--h3'"be applies AL to ted or as specified in Table ENERGY NOTES Tr.-ZM_,1 di+trihdon:;=tem: to both&-_he tint aa'l caelin,=N-,tem efCienCies for all :tam=other Fti-05.5-2(2)if not tE-tom Duct that tested duct:y~Zem_.For to:ted duct:'item:.1he I+e�age rate shall in�a.tiou-.E 11.b m p:opo:ed. AND be-c5m(113.3 I�a�'1 per 100 f= (4.2'9 va j ofraitf}ilfictr�-►if at a prvisure of differemfi3l o, G.I inc e:w.g.I'2. 'a}. SCHEDULES Type: :L�^ua:..cooHn tenmerature-.etpLint 75 T, ns moaat Heating tp�-►�tL�re=eta? �t= °F Same ZZ Snandard reftrer-Ce SCALEDATE NA 1 27-2020 DRAVMNG NUMBER A002 A t -Tirg: 1`61177MCE BETWEEN R767 ERLNN IN I UM IMSTM R319.1.4 FOUNDATION WOOD GIRDERS: WOOD GIRDERS SEATED IN EXTERIOR FOUNDATION WALLS TO HAVE NAILING SCHEDULE GENERAL NOTES - _ NO 22 U.S. GAUGE X 7/8"CORRUGATED SHEET METAL TIES SPACED NO MORE THAN 24"O.C. - MINIMUM 1/2"AIR-SPACE ALL SIDES OR ENDS WRAPPED WITH ALUMINUM FLASHING. NEW YORK STATE RESIDENTIAL CODE:ONE AND TWO FAMILY DWELLINGS HORIZONTALLY AND VERTICALLY AND WITHIN 12"OF WALL OPENINGS. CONNECTION FASTENING TYPE R319.3 FASTENERS FOR PRESSURE TREATED WOOD:HOT-DIPPED GALVANIZED STEEL,STAINLESS STEEL, R703.8 BRICK FLASHING: INSTALL FLASHING UNDER FIRST COURSE ABOVE F NISHED GRADE. IMMEDIATELY 1.JOIST TO SILL OR GIRDER 3-8d TOENAIL D RAW I N G LIST R301.2.1.1 WIND DESIGN CRITERIA:THE STRUCTURE,STRUCTURAL CONNECTIONS AND FRAMING SYSTEMS HAVE BEEN SILICONE BRONZE OR COPPER OR 1/2"DIAMETER STEEL BOLTS. DESIGNED TO RESIST HORIZONTAL LOADS ASSOCIATED WITH 130 MPH WIND LOADS FOR EXPOSURE B IN ACCORDANCEABOVE FLASHING PROVIDE WEEP HOLES 33"O.C.MAXIMUM 3/16"DIAMEI ER IN WYTHE OF WALL. 2.BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE 3-8d TOENAIL WITH MANUAL(ASCE 7)"MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES". WIND LOADS ARE R401.4 FOOTINGS:SHALL BEAR ON UNDISTURBED INORGANIC SAND,GRAVEL CLASS GW,GP,SOIL WITH A R801.3 ROOF DRAINAGE: IF EXPANSIVE OR COLLAPSIBLE SOILS EXISTS,RO F DRAINAGE TO DISCHARGE 3.SOLE PLATE TO JOIST OR BLOCKING 3-16d at 16"O.C. FACE NAIL RESISTED BY EXTERIOR PLYWOOD SHEATHING AND INTERIOR WOOD STUD WALLS WITH GYPSUM BOARD. SEE WALL MINIMUM BEARING CAPACITY OF 3000 PSF MEETING THE REQUIREMENTS OF SEISMIC SITE CLASS D OR MINIMUM 5'-0"FORM HOUSE OR TO AN APPROVED DRAINAGE SYSTEM. 4.STUD TO TOP PLATE A001 DATA SHEET/DRAWING LIST DETAILS FOR NAILING AND CONNECTORS. BETTER PER TABLE 1615.11 OF NYS BUILDING CODE. FOOTINGS MAY ALSO BEAR ON ROCK OF 3-8d OR 2-116d TOENAIL APPROVED COMPACTED FILL PLACE IN 8"MAXIMUM LIFTS. IN AREAS LIKELY TO HAVE EXPANSIVE, 5.STUD TO SOLE PLATE 3-8d OR 2-16d TOENAIL A002 NOTES AND SCHEDULES COMPRESSIBLE,SHIFTING OR OTHER UNKNOWN SOIL CHARACTERISTICS,ASOIL TEST BY A APPROVED 8802.3.1 WHERE CEILING JOISTS ARE NOT PROVIDED AT TOP PLATE,THE Rt E FORMED BY THESE AFTERS AGENCY SHALL S PERFORMED TO DETERMINE THE SOIL'S CHARACTERISTICS AT A PARTICULAR SHALL ALSO BE SUPPORTED BY A RIDGE GIRDER AND AFTERS SHALL B DESIGNED IN 6.DOUBLE STUDS 10d AT 24"O.C. FACE NAIL R301.2.2 SEISMIC EXCEPTION:ONE&TWO FAMILY DWELLINGS IN SEISMIC CATEGORIES B AND C AND TOWN HOUSES ACCORDANCE WITH TABLE R802.5.1 (2)USING THE"RAFTER SPAN ADJUS ENT FACTOR". A010 SITEPLAN LOCATED I SEISMIC CATEGORY BARE EXEMPT FORM SEISMIC REQUIREMENTS. FOUNDATIONS TO BEAR ON SOIL OF LOCATION. 7.DOUBLE TOP PLATES 1 O AT 24"O.C. FACE NAIL SITE CLASS D OR BETTER FOR DWELLINGS TO BE SEISMIC CATEGORY C. 8402.2 CONCRETE:A MINIMUM COMPRESSIVE STRENGTH IS REQUIRED AT THE FOLLOWING LOCATIONS AS R802.6 BEARING ENDS OF RAFTERS AND CEILING JOIST SHALL HAVE NOT LE 3S THAN 1 1/2"OF BEARING. 870P PLATES,IAP AND INTERSECTIONS 2-10d FACE NAIL A100 FOUNDATION PLAN R301.4 DESIGN LIVE LOADS: DETERMINED BY TABLE R402.2(SEVER WEATHERING COLUMN),PROVIDE 5%AIR ENTRAINMENT IN ALL R802.8.8 BLOCK BETWEEN 2"X 12"CEILING JOIST AT SUPPORTS TO PREVENT TATION. 9.CONTINUOUS HEADER,TWO PIECES 16d AT 16"O.C.ALONG EACH EDGE FACE NAIL A110 FIRST FLOOR PLAN R301.6 EXTERIOR BALCONY: 60 PFF 10.CEILING JOISTS TO PLATE 10d TOENAIL WOOD DECK: 40 PSF - BASEMENT WALLS,FOUNDATIONS AND OTHER CONCRETE BELOW GRADE: 2500 PSF R802.9 TRIMMER JOIST: SINGLE HEADER AND TRIMMER FOR OPENINGS UP 4'-0"AND DOUBLED OVER 11.CONTINUOUS HEADER TO STUD A120 ROOF PLAN U240 ATTICS WITH STORAGE: 20 PSF - ABOVE GRADE FOUNDATION WALLS,VERTICAL CONCRETE EXPOSED TO WEATHER: 3000 PSF 3-8d TOENAIL PORCHES AND GARAGE SLABS: 3500 PSF 4'-0"UNLESS OTHERWISE NOTED ON PLAN. CONNECT WITH HANGERS F R HEADER JOIST SPIVS 12CEILING JOISTSLAPS OVER PARTITIONS U360 FLOOR (NOT BEDROOMS): 40 PSF 6'-0"AND GREATER. . , 4-8d FACE NAIL A200 ELEVATIONS AND SECTIONS U360 BEDROOM FLOORS: 30 PSF 13.CEILINGS JOIST TO PARALLEL RAFTERS 3-1Od FACE NAIL U180 ROOF 45 PSFGROUND SNOW LOAD) R405.1 FOUNDATION DRAINAGE: INSTALL DRAINS AROUND FOUNDATION,RETAINING EARTH AND ENCLOSE ( - 8905.2.6(2)ASPHALT SHINGLE ATTACHMENT: STRIP SHINGLES SHALL HAVE A MINIMUM OF 6 FASTENERS PER U240 ATTICS WITH FIXED STAIRS: 30 PSF HABITABLE SPACE LOCATED BELOW GRADE. DRAIN SYSTEM NOT REQUIRED IN SAND-GRAVEL MIXTURE SHINGLE. FASTENERS TO BE MINIMUM 12 GAUGE SHANK WITH 3/8"MINI UM DIAMETER HEAD TO 14.RAFTER TO PLATE 3-1Od TOENAIL SOIL PER GROUP 1 SOILS,TABLE R405.1. PENETRATE THROUGH SHEATHING. APPLY 2 LAYERS OF FELT WITH RO F PITCHES UP TO 4:12. 15.BUILT-UP CORNER STUDS 2-16d 24"O.C. NO BEDROOM COUNT CHANGE 8310.2.2.4 MAXIMUM DEAD LOADS: ROOF/CEILING: 15 PSF R406.1 DAMPROOFNVEATHERPROOF FOUNDATIONS: FOUNDATION WALLS SHALL BE DAMPROOFED FROM R905.2.7.1 ICE PROTECTION: ICE BARRIER REQUIREMENTS PER TABLE R301. 16.ROOF RAFTERS TO RIDGE,VALLEY,OR HIP 4-16d TOENAIL(1),IF APPLICABLE:INSTALL PER EXISTING FIRST FLOOR 2017 SF FLOOR: 10 PSF THE TOP OF THE FOOTING TO THE FINISHED GRADE. MASONRY WALLS SHALL HAVE NOT LESS THAN 3/8" MANUFACTURER'S SPECIFICATIONS AT ALL EAVES TO A POINT AT LEAS 24"INSIDE EXTERIOR WALL 3-16d FACE NAIL EXTERIOR WALL: 15 PSF PORTLAND CEMENT PARGING APPLIED TO THE EXTERIOR OF THE WALL. THE PARGING SHALL BE INTERIOR WALL: 10 PSF DAMPROOFED WITH A BITUMINOUS COATING,3 POUNDS/SQUARE YARD OF ACRYLIC MODIFIED LINE AND AT ALL VALLEYS. 17.RAFTERS TIES RAFTERS FACE 3-8d FACE NAIL MASTER WOOD DECK 156 SF CEMENT,1/8"COAT OF SURFACE-BONDING MORTAR COMPLYING WITH ASTM C887. CONCRETE WALLS R905.2.7.2 UNDERLAYMENT: INSTALL UNDERLAYMENT WITH CORROSION REE ISTANT FASTENERS PER 18.SUBFLOOR TO FRAMING 8d COMMON 6"O.C.AT EDGES, 12-O.C.INT.SUPPORTS STONE TERRACE 588 SF DEFLECTION TABLE R301.6 SHALL BE DAMPROOFED BY APPLYING ANY ONE OF THE ABOVE LISTED DAMPROOFING MATERIALS TO MANUFACTURER'S SPECIFICATIONS APPLIED ALONG THE OVERLAP NOT FARTHER APART THAN 36" 19.WALL SHEATHING TO FRAMING 8d COMMON 6"O.C.AT EDGES, 12"O.C.INT.SUPPORTS ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS THE EXTERIOR OF THE WALL. O.C. 20.ROOF SHEATHING TO FRAMING 8d COMMON 6"O.C.AT EDGES,12-O.C.INT.SUPPORTS(SEE NOTE B) PROPOSED BREEZEWAY 80 SF STRUCTURAL MEMBER DEFLECTION ALLOWABLE R406.3.2 POROUS FILL: BACKFILL WITH THE SAME MATERIAL USED FOR FOOTINGS,UP TO HEIGHT OF 1'-0" R905.9 BUILT-UP ROOFS: MINIMUM SLOPE 114"PER FOOT(2%)FOR DRAINAGE 21.GYPSUM WALLBOARD 5d COMMON 4"O.C.AT EDGES,8-O.C.INT.SUPPORTS PROPOSED ATTACHED GARAGE 640 SF ABOVE FOOTING FOR WELL DRAINED SITES,OR 1/2 THE TOTAL BACKFILL HEIGHT FOR POORLY DRAINED Rafters having slopes greater than 3/12 U180 SITES. COVER POROUS FILL WITH STRIPS OF 30 POUND ASPHALT PAPER OR 6-MIL POLYETHYLENE R1001 MASONRY CHIMNEYS AND FIREPLACES: TO BE CONSTRUCTED IN ACC RDNCE WITH CODE SECTION NOTE A: NOTE B: with no finished ceiling attached to rafters TO PERMIT WATER SEEPAGE AND AVOID FINE SOIL INFILTRATION. R1001.1-R1003.13. ALL NAILS ARE SMOOTH COMMON OR DEFORMED SHANKS EXCEPT NAILS FOR ATTACHING ROOF SHEATHING TO INTERMEDIATE Interior walls and partitions H/180 WHERE OTHERWISE STATED. NAILS USED FOR FRAMING AND SUPPORTS SHALL BE SPACED 6"O.C.FOR MINIMUM 48"DISTANCE Floors and plastered ceilings U360 8406.3.3 BACKFILL: REMAINDER OF EXCAVATED AREA ABOVE POROUS FILL SHALL BE BACKFILLED WITH 81004 FACTORY BUILT FIREPLACES: TESTED IN ACCORDANCE WITH UL127 L kBELING ON EQUIPMENT PER SHEATHING CONNECTIONS SHALL HAVE MINIMUM AVERAGE BENDING FROM RIDGES,EAVES AND GABLE END WALLS;AND 4"O.C.TO GABLE NOTE. --- SAME TYPE SOIL REMOVED DURING EXCAVATION. BACKFILL NOT TO BE PLACED AGAINST WALL UNTIL YIELD STRENGTHS AS FOLLOWS:80(KSI)(55 MPA)FOR SHANK END WALL FRAMING.S SPECIFIC TIONS. EXTERIOR AIR' All other structural members 0CODE M1303&M1414.1 AND INSTALLED PER MANUFACTURER 240 WALL HAS SUFFICIENT STRENGTH AND HAS BEEN ANCHORED TO THE FLOOR ABOVE PER CODE SECTION INTAKE FROM EXTERIOR OF DWELLING"OR FROM SPACES WITHIN THE D FEEING VENTILATED WITH DIAMETER OF 0.192"(20d COMMON NAIL),90 KSI(620 MPA)FOR SHANK Exterior walls with plaster or stucco finish H/360 R404.1.7. DIAMETERS LARGER THAN 0.142"BUT NOT LARGER THAN 0.177",AND Exterior walls-wind loads with brittle finishes 0240 AIR SOURCE. CHASES SHALL BE FIRE STOPPED AT EACH FLOOR AND CEI ING AND INSULATED OUTSIDE AIR SUCH AS CRAWL OR ATTIC SPACES". GARAGE AND BASEME T EXCLUDED FROM OUTSIDE 100 KSI(689 MPA)FOR SHANK DIAMETERS OF 0.142"OR LESS. ALL NOTES AND DETAILS 8408.1 CRAWL SPACE VENTS:PROVIDE 1 S.F.PER 150 S.F.OF FLOOR AREA. INSTALL VENTS WITHIN 3 THOROUGHLY ON INSIDE AND OUTSIDE WALLS TO REDUCE AIR INFILTRATI NNOTE: ALL LUMBER TO BE HEM FIR#2 OR BETTER Exterior walls-wind loads with flexible finishes U120 FEET OF EACH CORNER OF FOUNDATION. CRAWL SPACE ACCESS PANEL TO BE MINIMUM 18"X 24", . REFERENCE 2015 IRC UNLESS MECHANICAL EQUIPMENT LOCATED PROVIDE A 22"X 30"ACCESS OPENING PER SECTION M1305.1.1 FURNACES IN CLOSETS: TO HAVE A MINIMUM 30"CLEARANCE INF ONT OF UNIT FOR SERVICE. NOTE: L=SPAN LENGTH,H=SPIV HEIGHT M 1305.1.4. CLOSET WIDTH TO BE MINIMUM 12"WIDER THAN FURNACE AND 3"MINIMI CLEARANCEM CLEARANCE AT BACK V A.THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 TIMES THE COMPONENT AND CLADDING LOADS FOR THE 8502.6 BEARING ENDS OF JOIST,BEAMS OR GIRDERS SHALL HAVE MINIMUM 1 1/2"OF BEARING ON WOOD AND SIDES. PROVIDE ACCESS PANEL OPENING LARGE ENOUGH TO RE E LARGEST APPLIANCE BUT BUILDING CODE PURPOSE OF THE DETERMINING DEFLECTION LIMITS HEREIN. AND METAL AND 3"MINIMUM ON CONCRETE. JOIST FRAMING FROM OPPOSITE SIDES OVER BEARING NOT LESS THAN 22"X 30". FOR APPLIANCES LOCATED IN ATTIC,INSTALL 3WITCH OPERATED 1 SUPPORT MINIMUM LAP 3"MINIMUM(3)IOD FACE NAILS. LEDGER STRIPS NOT UNLESS THAN 2"X 2". LIGHTING FIXTURE AND RECEPTACLE. PROVIDE CLEARANCES PER MANUFACTURER'S INSTALLATION 1 NAILING SCHEDULE INSTRUCTIONS. R303 (1)HABITABLE ROOM VENTING:WINDOW OPENING MINIMUM 4%OF FLOOR AREA OR MECHANICALLY VENTED 3 I h ZONE 1 ZONE 2 ZONE 3 PRODUCING 0.35 AIR CHANGE PER HOUR EXCEPT BEDROOMS AND FINISHED BASEMENTS. 8502.7.1 JOIST BRIDGING: ONLY JOIST EXCEEDING 2"X 12"ARE REQUIRED TO BE SUPPORTED LATERALLY M1307.3 APPLIANCES WITH IGNITION SOURCE SHARING GARAGE FLOOR TO E ELEVATED 18"MINIMUM AND 2 AT MID SPAN BY SOLID BLOCKING OR DIAGONAL BRIDGING(WOOD OR METAL)AT INTERVALS NOT 4' FIELD 8"O.C. 12"O.C. 12"O.C. EXCEEDING 8'-O". ENGINEERED JOIST BRIDGING PER MANUFACTURER'S INSTALLATION PROTECTED FROM IMPACTED BY VEHICLE. 1 1 2 (2)HABITABLE ROOM LIGHTING:GLAZING MINIMUM 8%OF FLOOR AREA OR ARTIFICIAL LIGHT OF 6 FOOT CANDLES 2 PANEL EDGES 4"O.C. 6"O.C. 6"O.C. REQUIREMENTS. AT 30"ABOVE FLOOR. M1501.3 CLOTHES DRYER DUCT: NOT TO EXCEED 25'(EXCLUDING TRANSIT/ N DUCT)AND REDUCED 2 1/2' 1 1 FOR EVERY 45 DEGREE BEND AND 5'FOR EVERY 90 DEGREE BEND. INS BOOSTER FAN FOR 4' 4' R502.8 DRILLING AND NOTCHING DIMENSIONAL LUMBER: TO CONFORM TO SECTION R502.8.1 AND FIGURES R303.8 HABITABLE ROOM HEATING:CAPABLE OF MAINTAINING MINIMUM 68 EGRESS AT A POINT 36"ABOVE FLOOR ADDITIONAL LENGTHS. CLOTHES DRYER EXHAUST SYSTEM SHALL COM LY WITH CODE SECTION COMPONENT AND CLADDING LOADS AND 24"FROM EXTERIOR WALL. WALLR508. SECTIONS 02.7R80F .1 FOR JOIST,RAFTERS AND BEAMS/8602.6 FOR STUDS/UFACTR602.6.1 FOR M1501.1 LISTED AND LABELED IN ACCORDANCE WITH UL2158A. EXHAUS DUCT SIZE SHALL COMPLY WALL PLATES/8602.7 FOR HEADERS AND FIGURE 8602.6(1)AND(2). FOLLOW MANUFACTURERS 4' 8305.1 MINIMUM CEILING HEIGHTS:T-6"MINIMUM IN HABITABLE ROOM. MINIMUM BASEMENT HEIGHTS:T-0" SPECIFICATIONS FOR ENGINEERED WOOD PRODUCTS. WITH CODE SECTION M1501.2. MINIMUM,6'-8"UNDER GIRDERS,DUCT,ETC. M1506.3 EXHAUST FNS: IN BATHS WHEN REQUIRED TO HAVE MECHANICAL HAUST CAPACITY OF 50 CFM 8502.12 DRAFT STOPPING:INSTALL 1/2"GYPSUM BOARD OF 318"PLYWOOD OR PARTICLE BOARD PARALLEL INTERMITTENT OR 20 CFM CONTINUOUS R308.4(6) GLAZING OF HAZARDOUS LOCATIONS:ALL GLAZING WITHIN 24"OF HINGED DOOR IN CLOSED POSITION TO OPEN WEB FLOOR JOISTS WITH FINISHED TOP AND BOTTOM FLANGES EVERY 1000 SF OF . MAIN WINDFORCE-RESISTING SYSTEM LOADING DIAGRAM(MWFRS) MUSH HAVE SAFETY GLAZING UNLESS SILL HEIGHT IS 60"ABOVE FLOOR. CONCEALED SPACE. PROVIDE STOP MATERIAL AT SUSPENDED CEILINGS UNDER FLOOR FRAMING G2426.5.3 CHIMNEY TERMINATION: CHIMNEYS SHALL EXTEND X-0"ABOVE TH HIGHEST POINT WHERE IT EVERY 1000 SF OF CONCEALED SPACE. PASSES THROUGH ROOF AND AT LEAST 2'-0"ABOVE ANY PORTION OF OF WITHIN HORIZONTAL R308.4(10) STAIRWELL WINDOWS:WINDOW SILLS AT STAIR LANDINGS LESS THAN 60"SHALL HAVE SAFETY GLAZING. DISTANCE OF 10'-0". H H 8503.2 SHEATHING: G F R309.1 DOORS FROM GARAGE INTO HABITABLE SPACE:45 MINIMUM FIRE RATED WITH SELF-CLOSING DEVICE. SUBFLOORING 16"O.C.SUPPORT(5187)MINIMUM P2801.5 WATER HEATERS: NOT INSTALLED ON SLAB SHALL BE INSTALLED IN a,GALVANIZED STEEL PAN 24"O.C.SUPPORT(3/4")MINIMUMG ROOF SHEATHING 16"O.C.SUPPORT(1/2')MINIMUM HAVING A MINIMUM THICKNESS OF 24-GUAGE AND 1 112"DEEP AND PRO /DED WITH A DRAIN LINE. F E E R309.2.1 GARAGE WALLS:5/8"TYPE-X GYPSUM BOARD ON GARAGE SIDE,1/2"TYPE-X GYPSUM BOARD ON OPPOSITE G WALL SIDE OF HABITABLE AREAS. TABLE R803.1> 24"O.C.SUPPORT(5/8")MINIMUM NOTE: CODE SECTION 1225.2 WALL SHEATHING (1/2")MINIMUM LOCATION OF CARBON MONOXIDE DETECTORS: AT LEAST ONE CARBON MO OXIDE ALARM SHALL BE PROVIDED I END PONE R309.2.2 GARAGE CEILING:5/8"TYPE-X GYPSUM BOARD. SEE NAILING SCHEDULE TABLES R602.3(1)AND(2)FOR FASTENING. ALL ROOF AND WALL IN EACH DWELLING UNIT. THE REQUIRED CARBON MONOXIDE ALARM SHALL BE INSTALLED IN THE IMMEDIATE PLYWOOD PANELS SHALL BE EXTERIOR GRADE,WITH EXTERIOR GLUE,SHALL MEET THE VICINITY OF BEDROOM(S)ON THE LOWEST FLOOR LEVEL OF THE DWELLING NIT CONTAINING BEDROOM(S). 8310.1 FINISHED BASEMENT EGRESS WINDOWS SILL HEIGHT MAXIMUM 44"ABOVE FLOOR. REQUIREMENTS FOR THE LATEST EDITION OF THE U.S.PRODUCTS STANDARDS PS-1,AND SHALL BE IDENTIFIED WITH THE APPROPRIATE GRADE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION TABLE (1) 8310.1.1 WINDOW EGRESS OPENING REQUIREMENTS:NET CLEAR OPENING FIRST FLOOR 5.0 S.F.,SECOND FLOOR CLIMATIC AND GEOGRAPHICAL DESIGN CRI ERIA 5.7 S.F.,MINIMUM HEIGHT OPENING 24",MINIMUM WIDTH OF OPENING 20". PLYWOOD SHEATHING TO RUN CONTINUOUS 12"MINIMUM PAST TOP AND BOTTOM PLATES OF ALL / EXTERIOR WALLS. IF PLYWOOD STOPS AT PLATE, THEN PROVIDE SfMPSON LSTA18 STRAPS OF 48" GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM ,2) WINTER ICE SHIELD FLOOD R310.2 EGRESS BASEMENT WINDOW WELLS:MINIMUM NET CLEAR AREA TO BE 36"X 36". PROVIDE STEPS OUT OF SNOW SPEED DESIGN WEATHERING FROST LINE TERMITE(,) DECAY DESIGN UNDERLAYMENT HAZARDS w I O.C.AND CORNERS,NAILED TO STUDS WITH 10D NAILS IN HOLES PROVIDED. CENTER STRAPS ON C g MFRS WELL IF BASE HEIGHT TO GRADE EXCEEDS 44". LOAD (MPH) CATEGORY(g) DEPTH(b) TEMP(f) REQUIRED (h) VI o, PLYWOOD JOINT. USE LSTA30 STRAP IF PLYWOOD DOES NOT OVERLAP BOTH THE TOP AND BOTTOM F�gRF EAVE REFERENCE CORNER R311.3 HALLWAYS:MINIMUM 36"CLEAR WIDTH. PLATES OF THE SAME LEVEL. 25 130 (c)SEE NOTE SEVERE 36" MODEA E SLIGHT +11 (c} YES SEE NOTE ogtFoti AVE HEIGHT / R301.2.2 (h) A EIGHT 1.ROOF HEIGHT<24 FT. R311.4.3 LANDINGS AT DOORS: MINIMUM 36"X 36"LANDING REQUIRED IF(3)OR MORE RISERS REQUIRED. SUB FLOORING SHALL BE INSTALLED WITH FACE GRAIN DIAGONAL ACROSS SUPPORTS:BREAK JOINTS TRAN- RSE A 2.3 SEC.GUST WIND SPEED=130 MPH IN ADJACENT COURSES:LOCATE END JOINTS OVER SUPPORTS AND DRIVE NAILS FLUSH OR SLIGHTLY 2a 2a LONGITUDINAL 3.IMPORTANCE FACTOR"1"=1.00 8311.6 RAMPS:MAXIMUM SLOPE ONE UNIT VERTICAL TO 8 UNITS HORIZONTAL(1 IN 8 SLOPE). PROVIDE HANDRAIL BELOW SURFACE. UNDERLAYMENT,WHERE REQUIRED,SHALL BE SIMILARLY INSTALLED. FOR SI:POUND PER SQUARE FOOT=0.0479kN/M3, 1 MILE PER HOUR=1,609 K H 4.EXPOSURE=B ON SIDE FOR SLOPES THAT EXCEED 1 IN 12. ROOF SHEATHING SHALL BE LAID WITH FACE GRAIN AT RIGHT ANGLES TO SUPPORTS;LOCATE END A.WEATHERING MAY REQUIRE A HIGHER STRENGTH CONCRETE OF GRADE C F MASONRY T SATISFY THE _MAIN WINDFORCE-RESESTING SYSTEM LOADING DIAGRAM(MWFRS) OPENING 31.5"WITH HANDRAIL ONE SIDE AND 27" JOINTS OVER SUPPORTS;STAGGER JOINTS;PROVIDE METAL H CLIP AT JOINTS AT SIDES OF PANELS STRUCTURAL REQUIREMENTS OF THIS CODE. THE WEATHERING COLUMN ALL BE FILLED IN WITH THE 8314.1 STAIR:STAIR WIDTH MINIMUM 36"WITH MINIMUM CLEAR HANDRAIL BOTH SIDES. INTERIOR AND EXTERIOR STAIRS TO R ILLUMINATED. WHEN SPACING OF SUPPORTS IS 24"O.C.AND ROOF SHEATHING IS LESS THAN 5/8"THICK. WEATHERING INDEX(I.E."NEGLIGIBLE","MODERATE"OR"SEVERE")FOR CO WIND LOAD ROOF CRETE AS DETERMINED FROM VELOCITY DIRECTION ANGLE A VERTICAL LOADS THE WEATHERING PROBABILITY MAP[FIGURE R301.2(3)]. THE GRADE OF MA ONRY UNITS SHALL BE A B C D E F G H R314.2 TREADS AND RISERS:MAXIMUM RISER HEIGHT 8 1/4". MINIMUM TREAD DEPTH 9"PLUS NOSINGS 314"-1 1/4" ALL FLOORING TO BE COVERED WITH CARPET SHALL HAVE(1)LAYER OF 314"UNDERLAYMENT BOARD DETERMINED FROM ASTM C34,C55,C62,C73,C90,C129,C216 OR C652. 130 MPH TRANSVERSE 070 5* +22.8 -11.9 +15.1 -7.0 -27.4 -15.4; -19.1 -12.1 MAXIMUM. OPEN RISERS NOT PERMITTED ON RISES GREATER THAN 30". MAXIMUM 318"TREAD AND RISER OR OTHER APPROVED EQUAL,OVER SUBFLOOR,FLOORS TO BE COVERED WITH OAK FLOORING, B.THE FROST LINE DEPTH MAY REQUIRE DEEPER FOOTINGS THAN INDICATE IN FIGURE R403.1(1). THE LONGITUDINAL ALL ANGLES +22,8 -11.9 +15.1 -7.0 -27A -15.4 -19.1 -12.1 VARIANCE WITHIN STAIR RUN. MINIMUM TREAD WIDTH 6"ON WINDERS. GRANITE OR CERAMIC TILE SHALL HAVE 1 LAYER OF 23132 SUBFLOORING. JURISDICTION SHALL FILL IN THE FROST LINE DEPTH COLUMN WITH THE MI MUM DEPTH OF FOOTING BELOW WIND LOAD ROOF MAX.HORIZONTAL WALL LOADS FINISH GRADE. VELOCITY DIRECTION ANGLE R311.5 STAIR HEADROOM: MINIMUM 6'-8"MEASURED VERTICAL. R602.3.2 WALL DOUBLE TOP PLATE END JOISTS TO OFFSET MINIMUM 24". C.THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH"VERY HE VY","SLIGHT TO MODERATE",OR 1E 4E 1 4 --- - - "NONE TO SLIGHT"IN ACCORDANCE WITH FIGURE R301.2(6)DEPENDING ON ETHER THERE HAS BEEN A130 MPH TRANSVERSE O'TO 5' +17.3 -13A +12.7 -10.3 R311.5.6 HANDRAILS:PROVIDE 34"-38"HIGH HANDRAIL ON AT LEAST ONE SIDE OF STAIRWAYS WITH 2 OR MORE 8602.3.3 BEARING STUDS: WALL STUDS TO BE WITHIN 5"MAXIMUM UNDER BEARING MEMBERS UNLESS(2) HISTORY OF LOCAL DAMAGE. LONGITUDINAL ALL ANGLES +17.3 -13A +12.7 -10.3 2"X 6"OR(3)2"X 4"PLATES ARE INSTALLED. D.THE JURISDICTIONS SHALL FILL IN THIS PART OF THE TABLE WITH"MODERATE TO SEVER","SLIGHT TO 7_25_2018 RISERS. MODERATE",OR"NONE TO SLIGHT"IN ACCORDANCE WITH FIGURE R301.2(7) )EPENDING ON WHETHER 8312 GUARDRAILS:PORCHES,BALCONIES AND STAIR LANDINGS 30"ABOVE FLOOR OR GRADE TO BE INSTALLED R602.8(1-5)FIRE BLOCKING: FIREBLOCK ALL CONCEALED DRAFT OPENINGS(VERTICAL AND HORIZONTAL) THERE HAS BEEN A HISTORY OF LOCAL DAMAGE. SEAL ``..-I; BETWEEN STORIES AND TOP STORY OPEN TO ATTIC SPACE. FIRE STOP MATERIAL TO BE WOOD E.THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH WIND SPE:D FROM THE BASIC WIND SPEED WITH 36"HIGH RAILINGS,BALUSTERS NOR TO ALLOW PASSAGE OF A SPHERE 4"OR MORE IN DIAMETER. BATTS OR BLANKETS SECURELY RETAINED IN PLACE PER SECTIONS R602.8(1),(1.1)AND(1.2). MAPIFIGURE R301.2(4)J. WIND EXPOSURE SHALL BE DETERMINED ON ASITE-3PECIFIC BASIS INCLIMATIC .2.1.4. AND GEOGRAPHIC DESIGN DATA ACCORDANCE WITH SECTION 8301 R313.1 SMOKE ALARMS:INSTALL SMOKE ALARMS IN ALL BEDROOMS AND IN IMMEDIATE VICINITY OUTSIDE OF R702.3/TABLE 702.3.5 GYPSUM BOARD: INSTALL OVER 2"NOMINAL WOOD FRAMING OR 1X2 FURRING F.REFER TO TABLE N1101.2"WINTER DESIGN DRY-BULB TEMPERATURE COLU N. GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTIER 1 1) BEDROOMS. INSTALL ONE SMOKE ALARM ON EACH LEVEL INCLUDING BASEMENT. INTERCONNECT ALL ALARMS. SNOW' SPEED MPH i STRIPS @ 24"O.C.MAXIMUM. PREVENT EXPOSURE TO WEATHER. ATTACHING GYPSUM BOARD TO G.THE JURISDICTION SHALL FILL THIS PART WITH THE SEISMIC DESIGN CATE ORY DETERMINED FRO SECTION SPEED(MPH) DESIGN DESIGN f%%J WOOD FRAME AS FOLLOWS(UNLESS NOTED OTHERWISE). SCREWS SHALL BE TYPE S OR W AND R301.2.2.1. LOAD &EXPOSURE CATAGORY WEATHERING FROST LINE TERMITE DECAY TEMIP. 8313.5 AUTOMATIC SPRINKLER SYSTEM: BUILDINGS HAVING A HEIGHT OF 3 STORIES SHALL BE EQUIPPED WITH PENETRATE WOOD 5/8"MINIMUM,12"O.C.FOR CEILING AND 16"O.C.FOR WALLS. NAILING TO H.THE JURISDICTION SHALL FILL THIS PART OR THE TABLE(a)THE DATE OFT E JURISDICTION'S ENTRY INTO IS BASEMENT WHERE THE FINISHED FLOOR ABOVEE BASEMENT ENT IS:A SPRINKLER SYSTEM IS REQUIRED WHEN FIRST STORY DEPTH AUTOMATIC SPRINKLERS IN ACCORDANCE WITH A CEILING WOOD FRAME TO BE 7"O.C.AND 8"O.C.AT WALLS. THE NATIONAL FLOOD INSURANCE PROGRAM(DATE OF ADOPTION OF THE F RST CODE OR ORDINANCE FOR 130 mph ',,/ I �.�, , „.f% �`� r MANAGEMENT OF FLOOD HAZARD AREA), b THE DATES OF THE CURRENT FECTIVE FIRM AND FBFM,OR 1. MORE THAN 6 FEET ABOVE GRADE FOR 50%OR MORE ) O 25 psf 3 sec.gust B SEVERE 36 in. MODERATE SLIGHT TO 11 <, -- R703.2 ASPHALT SATURATED FELT: 15 POUND PER 100 SF APPLIED HORIZONTALLY WITH THE UPPER LAYER OTHER FLOOD HAZARD MAP ADOPTED BY THE COMMUNITY,AS MAY BE AME DED. r 2. MORE THAN 12 FEET AT ANY POINT exp.B TO HEAVY MODERATE 3. MORE THAT 6 FEET ABOVE GRADE PLANS LAPPED OVER LOWER MINIMUM 2". LAP 6"AT JOINTS. I.SEE FIGURE R301.2(5)FOR GROUND SNOW LOADS. �. NOTE: ALL LUMBER TO BE HEM FIR#2 OR BETTER R703.6 EXTERIOR PLASTER(STUCCO): INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ARCHITECT JEFFREY SANDS ASTM C926 AND ASTM C1063 AND THE PROVISIONS OF THIS CODE. PREFABRICATED WOOD TRUSS NOTES: R319.1 ALL SILLS AND PLATES ON EXTERIOR FOUNDATION WALL TO BE PRESSURE PRESERVATIVE TREATED. TABLE 703.11 EXTERIOR VINYL SIDING: MINIMUM 0.035 THICKNESS,LAP JOINT 0.120 X 1 1/2"LONG NAILS TOTAL LOAD VERTICAL TRUSS DEFLECTION SHALL BE LIMITED TO 0.75"AND H RIZONTAL DEFLECTION SHALL BE NEW CODE DESIGN AND STRUCTURAL INFORMATION ARCHITECT LIMITED TO 0.50". 1-ENCLOSED STRUCTURE R319.1.3 ALL SILLS AND SLEEPERS ON SLAB TO BE PRESSURE TREATED UNLESS IMPERVIOUS MOISTURE BARRIER OR STAPLES 13/4"LENGTH EACH STUD. 2-EXPOSURE B 6 EVERGREEN LANE UNDER SLAB IS INSTALLED. (TREATMENT OF WOOD IN ACCORDANCE WITH AWPAC22) 1. EXTERIOR WALLS SUPPORTING ROOF TRUSSES THAT EXCEED 40'-0"IN LEP GTH SHALL BE DOUBLE 2X4 3-UP TO 130 MPH WIND ZONE EAST QUOGUE, NY 11942 STUD WALLS. 4-DESIGN IS PRESCRIPTIVE PHONE 631.594.3861 TABLE 8703.7.3 2. MULTIPLE STUDS SHOULD BE USED DIRECTLY BENEATH ANY MULTIPLE PL TRUSS GIRDER. USE SAME 5-ROOF LOADS SNOW(115%)40 PSF LIVE LOAD 20 PSF DEAD LOAD 6-FLOOR LOADS(LIVING AREAS)45 PSF LIVE LOAD 20 PSF DEAD LOAD CELL 631.375.5997 WALL CONSTRUCTION ALLOWABLE SPANS FOR LINTELS SUPPORTING MASONRY VENEER NUMBER OF STUDS AS THE NUMBER OF PLIES IN THE TRUSS MEMBER. DOL BLE 2X4 OR SINGLE 2X6 SES. 7-FLOOR LOADS(ATTIC/EXTERIOR DECKS)45 PSF LIVE LOAD 10 PSF DEAD LOAD FAX FF@J 6.891616 STUDS SHOULD B USED AT INTERIOR BRIDGE WALL SUPPORTING ROOF TRU DRILLING AND NOTCHING OF EXTERIOR WALLS AND BEARING PARTITIONS SHALL COMPLY WITH SECTION R602.6, DRILLING SIZE OF STEEL ANGLE NO STORY ONE STORY TWO STORIES O.OF 1/2"OR EQUIVALENT 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED AND FABRICATED i ACCORDANCE WITH THE 8-SNOW(50 PSF) EMAIL:JEFF@JSA-NY.COM AND NOTCHING OF TOP PLATE SHALL COMPLY WITH SECTION R602.6.1. A,C INCHES ABOVE ABOVE ABOVE REINFORCING BARS B FOLLOWING STANDARDS: 9-ALL STRUCTURAL LUMBER-PLATES,JOISTS,STUDS,RAFTERS,COLLAR TIES,RIDGES,VALLEYS AND HIPS ARE DOUGLAS FIR#2 OR (INCHES) A)ANSVTPI 1"NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION". 10 WOOD I-JOISTS PROJECT N" 10-ALL ENGINEERED LUMBER IS INDICATED ON PLANS BY TYPE,MANUFACTURER AND SIZE PROVIDE FIRE BLOCKING AS PER SECTION R602.8. 3 x 3 x 114 6'-0" 3'-6" X-0" 1 B)TPI HIB"COMMENTARY AND RECOMMENDATIONS FOR HANDLING AND INS rALLING&BRACING METAL 11-FLOOR,WALL AND ROOF SHEATHING ARE COX FIR PLYWOOD OF THE NOMINAL SIZE GIVEN-FLOOR SHEATHING IS ALWAYS 3/4"T+G,WALL ROBINSON 4 x 3 x 1/4 8'-D" 5'-0" 3'-(" 1 PLATE CONNECTED WOOD TRUSSES". SHEATHING 1/2"AND ROOF SHEATHING 5/8"PLYWOOD ALL HEADERS,TRIMMERS AND BEAMS RUNNING PARALLEL TO AND UNDER PARTITIONS SHALL BE DOUBLED. 6 x 31/2 x 1/4 14'-0" 8'-0" 3'-6" 2 C)TPI DSB"RECOMMENDED DESIGN SPECIFICATION FOR TEMPORARY BRAC ING OF METAL PLATE 12-MANUAL USED-WOOD FRAME CONSTRUCTION MANUAL FOR ONE OR TWO FAMILY DWELLINGS-HIGH WIND 2015 EDITION CONNECTED WOOD TRUSSES". BRICK IN CHIMNEY WILL BE BONDED WITH A FULL HEADER AT EVERY SEVENTH COURSE. RESIDENCE 2-6 x 3 1/2 x 1/4 20'-O" 11'-O" 5'-O" 4 4. TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING MINIMUM DESIGN LOADS: TCLL=32 REFERENCE MANUAUREFERENCE STANDARD BRICK OR STONE VENEER TO BE ANCHORED TO FRAME WALL WITH 22 GAUGE X 7/8"GALVANIZED BRICK TIES AT 2'0"O.C, PSF, TCDL=15 PSF, BCLL=10 PSF, AND BCDL=10 PSF; PLUS UNBALANCE SNOW LOADING, DESIGN LOAD CALCULATIONS WERE DERIVED BY USING THE LIVE/DEAD/SNOW/SEISMIC/WIND LOADS LISTED ABOVE UNDER STRUCTURAL HORIZONTALLY AND VERTICALLY. SEE FOOTNOTES A,B,C FOR LINTEL INSTALLATION REQUIREMENTS. WIND LOADING AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS S REQUIRED BY THE NYS INFORMATION(ABOVE)FOR THE AREA IN WHICH THE RESIDENTIAL STRUCTURE IS TO BE BUILT AND REFERENCING ALL STRUCTURAL 6620 H OR TONS LANE A. LONG LEG OF THE ANGLE SHALL BE PLACED INA VERTICAL POSITION BUILDING CODE. COMPONENTS OM ON EN S TO 5EDITIONT PRESCRIPTIVE ENGINEERING REQUIREMENTS OF THE WOOD FRAME CONSTRUCTION MANUAL FOR ONE OR TWO FAMILY SOU TH OLD FRAMING NOTES B. DEPTH OF REINFORCED LINTELS SHALL NOT BE LESS THAN 8 INCHES AND ALL CELLS OF HOLLOW MASONRY TO BE 5. SHOP DRAWINGS AND DESIGN CALCULATIONS BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF GROUTED SOLID. REINFORCING BARS SHALL EXTEND NOT LESS THAN 8 INCHES INTO THE SUPPORT. NEW YORK SHALL BE SUBMITTED TO THE DESIGNER FOR APPROVAL. SHOP DRAWINGS SHALL SHOW THE NEW YORK 1-ALL WOOD TO CONFORM TO AITC STANDARDS AND THE NATIONAL DESIGN SPECIFICATION. C. STEEL MEMBERS INDICATED ARE ADEQUATE TYPICAL EXAMPLES,OTHER STEEL MEMBERS MEETING STRUCTURAL SPECIE,SIZE AND GRADE OF LUMBER USED ALONG WITH THE MEMBER FO CES,PLATE SIZES AND DETAIL DESIGN REQUIREMENTS MAY BE USED. OF EACH TYPE OF TRUSS PROVIDED. FOUNDATION NOTES 2-ALL WOOD SHALL BE DOUGLAS FIR SELECT STRUCTURAL#2 OR BETTER AND SHALL DEVELOP THE FOLLOWING 6. ALL LUMBER USED IN THE FABRICATION OF TRUSSES SHALL BE STRESS GF ADED. DO NOT BACKFILL AGAINST FOUNDATION WALLS UNTIL FIRST FLOOR IS FRAMED DRAWING TITLE ALLOWABLE LATES SHALL TAMPED FROM 16, 18, R 20 GAGE,GRAE IZED STEEL. Fb=1,450 P.S.I.SINGLE MEMBER BENDING. 8. TRUSSES SHALL RESSES. 7. CONNECTION E FABRICATED DS IN WITHOTHE TRUSS SHOP EAWNGS FROM ACCURATELY WATERPROOF CASE HE SOILION WALLS CONCRETE FOOTINGS TO REST UPON UNDISTURBED SHALL BER MOVED TO ITS DEPTH AND REPLACED WITH ENGINEERIL UNLESS SUPPORTING ED COMPACTED ED FALL-CONCRETE SOIL IS LOAM,CLAY 0 GENERAL Fb=1.650 P.S.I.REPETITIVE MEMBER BENDING. LL E T N CUT WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING ASSEMBLY TO SURE TIGHT FITTING JOINTS. PSI AT 28 DAYS SOIL BEARING CAPACITY USED FOR FOUNDATION DESIGN HAS BEEN PRESUMED TO BE 4000 PSI-FOOTINGS SHALL REST ON NOTES Fv=95 -HORIZONTAL SHEAR R703.7.2 BRICK AND STONE HAVING AN INSTALLED WEIGHT LESS THAN 40 PSF SHALL BE PERMITTED TO BE 9. TRUSSES SHALL BE INSTALLED PLUMB,ADEQUATELY BRACED,IN THE PR PER ORIENTATION AND SPACING UNDISTURBED SOIL ALL CONCRETE FOOTINGS TO BE MINIMUM 3'BELOW FINAL GRADE AND/OR THE FROST LINE"KEYS"MUST BE CUT IN ALL i Fc=1,00000 P.S.I.P. -COMPRESSIVE PARALLEL T©THE GAIN. E=1,700,000 P.S.I.MODULUS OF ELASTICITY. SUPPORTED ON WOOD. SEE SECTION R703.7.2.1 FOR LINTEL SUPPORT BY FRAME WALL,NOT ROOF. SHOWN ON THE SHOP DRAWINGS. FOOTINGS ALL THE TIE OR PIN HOLES IN THE FOUNDATION WALL ARE TO BE PARGED ON BOTH THE INTERIOR AND EXTERIOR SIDES WITH A DRAWINGS 10. CUTTING OR FIELD ALTERATION OF ANY TRUSS IS NOT PERMITTED,. WATERPROOF MORTAR-WATERPROOFING SHALL NOT BE APPLIED UNTIL THIS PARGING HAS BEEN INSPECTED IF REQUIRED BY TOWN BUILDING 3-ALL WOOD MICROLAM TO BE(LEVEL TRUS JOIST OR EQUAL. Fb=2,600 P.S.I. E=1,900,000 P.S.I. 11. 1 CONTRACTOR SHALRIS RESPONSIBLE FOR THE MEANS ANDL ENSURE THAT ADEQUATE TEMPORARY^BRACNG AS BEEN DESIGNED AND INSTALLEDETHODS OF E ECTING THE TRUSSES. THE LIST LIST NAILING 8703.7.2.2 BRICK LINTEL SUPPORT BY ROOF CONNECTION: SET STEEL ANGLE DIRECTLY ON MINIMUM 2X6 4-ALL FLOOR JOISTS TO BE ILEVEL TRUSS JOIST TJI OR EQUAL. ROOF RAFTERS. ATTACH ROOF RAFTERS TO WALL WITH 5/8"X 5"LAG SCREWS TO MINIMUM FOR THE INSTALLATION OF THE TRUSSES. FRAMING NOTES DIAGRAMS THREE WALL STUDS,REMAINING RAFTERS SHALL BE ANCHORED WITH(2)10D NAILS AT EVERY WALL STRUCTURAL LUMBER AS NOTED-TJI-JOISTS OR#2 DOUGLAS FIR-HEADERS AND STUDS SHALL BE DOUGLAS FIR#2 GRADE OR BETTER 5-ALL TRIPLE AND GREATER LVL STRUCTURAL MEMBERS TO BE THROUGH BOLT CONNECTION. BOLTS TO ASTM STUD SPACING. INSTALL FLASHING AND WEEP HOLES. MAXIMUM HEIGHT OF BRICK VENEER ABOVE FILL IN FOUNDATION WITH CLEAN COARSE SAND IN THE NEW SLAB AREAS-US WATER AND MECHANICAL TAMPER TO STANDARD A307 (MACHINE BOLTS). BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLTS AND LOCATED 2"FROMLINTEL TO BE:12'8",WITH MAXIMUM 7:12 ROOF PITCH. COMPRESS SAND BEFORE POURING SLAB FOUNDATION TO BE BACKFILLED WI COARSE SND STEEL SCALE DATE THE TOP OR BOTTOM OF THE MEMBER. USE TWO ROWS OF 1/2"BOLTS AT 12"O.C, STEEL SHALL CONFORM TO ASTM DESIGNATION A-36 AND SHALL MEET REQUIREMENTS OF THE LATEST AISC CODE NA 7-17-2018 CONTINUOUS LOAD PATH STRAPPING UP AND INCLUDING 130 MPH WIN ZONES DAMPROOFING DRAWING NUMBER USE THE FOLLOWING CONNECTORS UNLESS OTHERS SPECIFIED IN CROSS SE TIONS-ALL CONNECTORS LISTED BELOW VAPOR BARRIER SHALL BE 6 MIL THICK POLYESTER FILM-MASTIC WATERPROOFING SHALL BE TROWELED MASTIC WATERPROOFING ARE SIMPSON Z-MAX MINIMUM-ALL FASTENERS LISTED AS GALVANIZED ARE T 0 BE HOT DIPPED GALVANIZED-PLACEMENT DEHYDRATIVE#6 OF STRAPS OVER PLYWOOD IS PERMITTED-TO DETERMINE THE CORRECT NA L SIZE,THE NAIL USED MUST PENETRATE INTO THE STUD SIX TIMES IT'S DIAMETER-FOR USE OF THE BELOW STRAFING T IS PASSUMED ALL FIRST AND SECOND FLOOR STUDS AND ROOF RAFTERS ABOVE WILL BE IN ALIGNMENT A001 A SHEAR WALL DETAIL 1/2" SCALE COVER W/ ROOF NOTE: CONTINUOUS RIDGE VENT COBRA RIDGE ALSO SEE HOLD DOWNS. RAFTER TIES C� 16" O.C. VENT OR EQUAL INSTALL AS PER SHINGLE RIDGE CAP MANUF S INSTRUCTIONS ROOF RAFTERS ! WOOD FRAME CONSTRUCTION MANUAL 2015 ADDITION MODEL CS20 --- - ' - �,-- 5/8„ GYPSUM BOARD --- ALL NOTES AND DETAILS 2.4.4.2 SHEAR WALLS WALLS PARALLEL TO THE APPLICABLE WIND LOAD SHALL PROVIDE THE MIN (14) 10-D � 2 _ NAILS RAFTER TIES -- LTWGT ARCHITECTURAL -RAFTERHECTOR -�---. REQUIRED SHEAR RESISTANCE AT EACH LEVEL. THE SUM OF THE F @ 16" O.C. „ ' 16" O.C. � i � �° I•I SIDING , i INDIVIDUAL SHEAR WALL SEGMENT SHEAR CAPACITIES SHALL MEET OR REFERENCE 2015 IRC 2 ! ©ODEL CS20 - SHINGLES SHINGLES OVER EXCEED THE SUM OF SHEAR LOADS COLLECTED BY HORIZONTAL 15 ROOFING FELT OVER DBL. TOP PLATE ;. DIAPHRAGMS ABOVE. TOTAL SHEAR LOADS SHALL BE CALCULATED USING - TABLES 2.5A AND 2.5B FOR WIND PERPENDICULAR AND PARALLEL TO RIDGE / (CDX.) M1 , - I 1 2 THK CDX. - - _ FELT OR HOUSEWRAP RIDGE RESPECTIVELY. DESIGN LOADS SHALL BE DISTRIBUTED TO THE BUILDING CODE PLYWOOD MIN (14) 10-D NAILS C+I rL-I TAPED I&TSEALEDE VARIOUS ELEMENTS IN THE STORY UNDER CONSIDERATION, BASED ON THE F RELATIVE LATERAL STIFFNESS OF THE VERTICAL RESISTING ELEMENTS AND 1 MIN. AIR SPACE _ THE DIAPHRAGM. ALL PLYWOOD - - S/8" CDX P SHEAR WALLS SHOULD BE 10% OF THE MINIMUM BUILDING DIMENSION, " SHEATHING BUT SHOULD NOT BE LESS THAN 3'. PLACE AT EACH CORNER ALONG I - WITH HOLD I'. L DOWN. I I t _ FLASH AND BATT INSULATION �-� „ PANEL EDGE • '.I �I, I � i t , �� �. � 2 CLOS PR _ . ED CELLS AY FOAM RIDGE BOARD OR i SHEATHING ROOF RAFTERS I SPACING R-15 FIBERGLASS INSULATION .I�6'-,f' M EDGE AT TOP ROOF RAFTER BEAM (SEE PLANS) I PLATE I (SEE PLANS FOR - - SIZE & SPACING where studs don't align w/ rafters 2"x 6" STUDS @ 16"O.C. - - - - INSTALL ICE AND WATER SHIELD AT EAVES, VALLEYS, INTERSECTIONS OF ROOF AND WALL AND ENTIRE ROOFS WHERE SLOPE IS LESS THAN 4/12 130 MPH -- — ---- . . EXPOSURE B 2X6 FRAMING AT 16" O.C. RAFTER-TO-RAFTER CONNECTION TYP. @ EACH RAFTER - TYP. RIDGE VENT DETAIL -- - - RAFTER TIE DETAILS TYP. © EACH RAFTER FOUNDATION WITH FLOOR JOISTS - WALL STUDS TO ACQ SILL PLATE TYPICAL EXTERIOR WALL CONSTRUCTION 1/2" CDX PLYWOOD SHEATHING. --- _ - -- - - - - - - - - -- - - - SHOWN VERTICAL CPLACED ANA 0 B HORIZONTAL WITH BLOCKING. MODEL 'CS20' BY SIMPSON STRONG TIES MODEL 'LTS' BY SIMPSON STRONG TIES • • IF BLOCKING NEEDED USE DOUBLE HORIZONTAL 2X6. EACH HORIZONTAL 2X6 NAILED THE -— - -- SAME AS BOTTOM PLATE. PI.A E F WOOD FRAME CONSTRUCTION MANUAL NAILING SCHEDULE BUILDING AND DESIGN CODE COMPLIANCE SHEAR WALL NAILING Sd COMMON NAILS. i TABLE 3.1 W CM A E 6" O.C. SPACING AT PANEL EDGE. A. THE STRUCTURAL DESIGN SHALL COMPLY WITH R301.1 OF THE IRC2015. THE ENGINEERED DESIGN REFLECT THE 12" O.C. SPACING AT INTERMEDIATE FRAMING. DOUBLE STUDS AT HOLDOWNS. Use every other nail hole JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING 130MPH WIND SPEED DESIGN AND REFERENCE IBC 2015, OR WCFM 2015 (WOOD CONSTRUCTION FRAMING in a row to provide the 12" COMMON BOX NAILS MANUAL). ROOF RAFTERS code-required minimum END NAILS spacing center- for center ils LENGTH ROOF FRAMIN B. CLIMACTIC AND GEOGRAPHIC DESIGN CRITERIA SHALL BE IN COMPLIANCE WITH TABLE R301.2(1)OF THE 2015 T G IRC • • 1 AT B0170M RAFTER CONNECTOR SHEATHING EDGE MIN (14) 10-D NAILS EA. 14A 3-8D 3-10D PER RAFTER v SPACING MIN (14) 10-D NAILS I RAFTER TO TOP PLATE (TOE-NAILED) (TABLE 3.1 ) C. PLANS ARE IN COMPLIANCE WITH THE 2015 IRC 2ND PRINTING AS ADOPTED AND AMENDED BY NYS AND THE ro PANEL EDGE, ` - --- -- - -- --- -- 2016 NYS SUPPLEMENT. SINGLE ROW OF - -- -- FASTENERS. j -- DBL. TOP PLATE WALL STUD - ( ) I - . 36"-42' 3-1 OD PER JOIST ~ - I CEILING JOIST TO TOP PLATE TOE-NAILED 3-8D �, I �l HOLDOWN DETAIL CUT BASE PLATE CLI LENGTH TABLE 3.4A I - - - 3 l EAR ED) 6-16D 40D EACH LAP / � HOLDOWN DETAIL GARAGE 2ND FLOOR 1 II • i ; • I CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) 1 2 o SOLE PLATE 0 5 3/4" Q3 HOLDOWNS AT ALL EXTERIOR -(TABLE 3.9A) _ 0 0 GALV. METAL STRAP - - - ---- - -- --- --- - - - -- --h ----- — - - ----- - ---- - HOLDOWNS AT ALL EXTERIOR CORNERS CORNERS OF FOUNDATION AND „ CEILING JOIST TO LAPS OVER PARTITIONS 6-16D 40D EACH LAP O3 OF FOUNDATION OF NEW CONSTRUCTION. BOX END O1 O2 ° CONTINUED AT SECOND FLOOR --(FACE-NAILED) (TABLE _3.9A) -_ _ _ HOLD DOWN CONNECTIONS of NEW CONSTRUCTION. AR T AFTER FACE-NAILED FLOOR JOISTS 1 - 2X6 EXTERIOR WALLS 16 MODEL 'CS20' COLE TIE 0 R ( ) 3-8D 3-10D PER TIE REQUIRED AT EACH BUILDING CORNER 1ST FLOOR 4 1 2X6 STUD EXTERIOR (TABLE -3.6A) -_ -- --- -- 2 - SIMPSON HDU5 HOEDOWN USE WALL. RIM JOIST I ff REQUIRED FOR ALL NEW CONSTRUCTION TOP PLATES t\ t AND SECOND FLOOR ADDITIONS 14 SDS SCREWS 1/4 X 2-1/2" - USE 0 12,E BLOCKING TO RAFTER 2-8D--_. I 2_-8D 2-10D EACH END 5/8" ANCHOR BOLT SET AS SHOWN OR DOUBLE STUD 3 2 - SIMPSON HDU5-SDS2.5 1 END RIM BOARD TO RAFTER- (END-NAILED) 2-16D _ 3-16D EACH END EPDXIED INTO THE FOUNDATION - USE HOEDOWN. USE 14 SDS -__ HOEDOWNS AT ALL EXTERIOR CORNERS SCREWS 1/4 X 2-1/2 USE DBL OP PLA 16' LENGTH ANCHOR BOLT - ANCHOR LENGTH - OF FOUNDATION OF NEW CONSTRUCTION. BOLT TO GO THRU SILL PLATES AND / / " WALL FRAMING SH8" THREADED ROD SET AS WALL STUD Provide end nd stance II I��, � � - -- - - - - - - 1 - 2X6 EXTERIOR WALLS BOTTOM WALL PLATE. OWN ON FOUNDATION PLAN T OR DRILLED AND EPDXIED TOP PLATE TO TOP PLATE (FACED NAILED) 2-16D 2-16D l PER FOOT 3 - THESE STUDS TWO 16D COMMON FLOOR PLACE HDU5 12-1/2" INTO THE Equal number of ( ) _ 2 - SIMPSON HDU5 HOLDOWN - USE TOP PLATES AT INTERSECTIONS FACE-NAILED ___ 4-16D - - 2-16D JOINTS- EACH SID 14 SDS SCREWS 1/4 X 2-1/2" - USE GALVANIZED NAILS EVERY 6" O.C. FOR UPSIDE DOWN JUST O FOUNDATION. USE THREADED _ _ 5- 16D specified nails -- r FULL LENGTH OF STUD BELOW FIRST FLOOR 1ST FLOOR ROD LENGTH AS NEEDED. STUD TO -STUD-(FACE NAILED - - - 2-16D 24 O.C. 5/8" ANCHOR BOLT SET AS SHOWN oR In each end' - ) EPDXIED INTO THE FOUNDATION - USE TOP PLATE ON SAME SOLE PLATE THEN USE CNW5/8 COUPLER HEADER TO . HEADER (FACE-NAILED) ______ - 16D 16D ----- _'16"- O.C. AT EDGES DOUBLE STUD - NUT AND ADDITIONAL AS / f 16" LENGTH ANCHOR BOLT - USE ALSO 1 )- CNW5/8 COUPLER NUT AND ADDITIONAL O PLACE HDU5 LO TOP AT BOX END NEEDED LENGTH OF 5/8- STUD TO STUD PLATE TO RIM TOP OR BOTTOM PLATE TO STUD END-NAILED 2-16D 2-40D PER STUD RAFTER TIE DETAILS TYP. @ EACH RAFTER - - 03 OF SECOND FLOOR OR I-JOIST THREADED ROD - ROD IS TO - -- --- - JOIST TO _TOP PLATE_TO STUD_ CONNECTION © 16 O.C. - BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, 2-16D 2-40D PER FOOT AS NEEDED LENGTH OF 5/8" THREADED PLATE OUBFSO LE GO THRU HEIGHT OF FLOOR 1 ST - - -- - - - -- - - - - ROD IS TO GO THRU HEIGHT OF OR L SOLE PLATE AND MODEL MTS30 BY SIMPSON STRONG TIES -_ENDJOIST,-OR BLOCKING FACE-NAILED __ - -___ - - -.__-__ __-_ ROD O2 SAME TRIPLE STUDS JOIST AND BOTTOM WALL MODEL 'BP' BY SIMPSON STRONG TIES ( ) FLOOR JOIST AND BOTTOM WALL PLATE. SILL PLATES ON SECOND FLOOR SILL PLATES PLATE. FLOOR FRAMING 3 - THESE STUDS TWO 16D COMMON - USE 5/8" ANCHOR BOLT EMBEDDED THREADED ROD TO 3 - THESE TRIPLE STUDS - - - ` -__- - -- - '- -- _- - --- __ GALVANIZED NAILS EVERY 6" O.C. FOR CONNECT THE TWO ANCHOR BOLT TWO 16D COMMON GALVANIZED JOIST TO SILL, TOP PLATE OF GIRDER TOE-NAI FULL LENGTH OF STUD r 3�4, HDU5. EMBEDDED IN NAILS EVERY 6" O.C. FOR ( LED) 4-8D 4-1 OD 1 PER JOIST IN FOUNDATION „ - - - --- - - - FOUNDATION FULL LENGTH OF STUD SIMPSON HDQ8 - 2-16d COMMON - - ( ) 2-10D EACH END "SIMPSON" PHD6 - NAILS @ 6" o.c. --- - - - - - -- - - GENERAL NOTES: BRIDGING TO JOIST TOE-NAILED - FOROF FULL LENGTH BLOCKING_ TO_ JOIST (TOE-NAILED) 2-8D 2-10D EACH END FASTENING SCHEDULE B . -- I-- - - --- NAILING & STRAPPING C� EXTERIOR I ` PLATES BLOCKING TO SILL OR TOP -PLATE (TOE-NAILED) 3-16D 4-16D _ EACH BLOCK THE ENGINEER WILL NOT HAVE CONTROL OR CHARGE OF - I- - ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW AND WILL NOT BE RESPONSIBLE FOR CONSTRUCTION 3-16D 4-16D EACH JOIST WINDOW DOOR HEADER MEANS, METHODS, TECHNIQUES, SEQUENCES AND ( (TOE-NAILED) 3-8D 3-10D PER JOIST ( 2015 EDITI PROGRAMS IN CONNECTION WITH THE WORK. I' LEDGER STRIPTO-BEAM FACE-NAILED �- - -_ OPENING IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION JOIST ON LEDGER TO BEAM (TOE L D) - _--- MANUAL ON) BLOCKING I' BAND JOIST TO JOIST (END-NAILED) 3-16D- -I 4-16D PER JOIST NOTATION --I 1- THE coNrRAcroR SHALL clvE ALL NorlcEs AND , . COMPLY WITH ALL LAS ORDINANCES RULES REGULATION ENDWALL BAND-JOIST_TO SILL-OF TOP-PLATE (TOE-NAILED)_-- 2-16D - 3-16D PER FOOT ROUGH A B C D E F ! AND LAWFUL ORDERSOFAINY PUBLIC AUTHORITY BEARINGS ' ON THE PERFORMANCE OF THE WORK AND SHALL - --- -- --- - -- - OPNS - -- - - --- - - - - -- - -- - ROOF SHEATHING — - - - PROMPTLY NOTIFY THE ENGIINEER IF THE DRAWINGS AND A SPECIFICATIONS ARE AT VARIANCE THEREWITH. - - - - - / 2 0 2 (1) 2x4 1 1 1 1 1 - - STRUCTURAL PANELS 8-D lOD 6 EDGE 12 FIELD -- 2 - OWNER AND CONTRACTOR SHALL INDEMNIFY AND HOLD - 'I DIAGONAL BOARD SHEATHING 4'—�" 1 2"X4" 2 2 2 2 HARMLESS THE ENGINEER AtND THEIR AGENTS AND 4 ( ) , EMPLOYEES FROM ALL CLAIMS, DAMAGES, LOSSES AND v - 6 —0 EXPENSES INCLUDING BUT NOT LIMITED TO ATTORNEY FEES 1X6 OR 1X8 2-8D 2-10D PER SUPPORT �I ! , (2 2x4 or 3 3 i ... III 1. ' j, _ ---- -_ - - 1 X10 - OR WIDER----_--- --- 1- -- 3-8D 3-10D D ____-_ 6 �1) 2"x6" 3 ARISING OUT OF OR RESULTING FROM THE PERFORMANCE 3 _ - - - OF THE WORK PROVIDED, THAT ANY SUCH CLAIM, DAMAGE, HEADER PER SUPPORT - ,> B (2 2' or - - 7-25-2018 CEILING SHEATHING E 8 -0 3 3 3 3 ' " 1 LOSS OR EXPENSE 1 IS ATTRIBUTABLE TO BODILY INJURY, - - C - - - -- 1 8 `1) 2„x6” I SICKNESS, DISEASE OR DEATH OR TO INJURY TO OR SEAL -` - 7 EDGE/10"O FIELD " DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE SIMPSON HDQ8 / 10 -0 2 2x6 4 4 4 4 WORK ITSELF) INCLUDING THE LOSS OF USE RESULTING l 1° ' , . " GYPSUM WALLBOARD 5D COOLERS 5D COOLERS �� �� �� THEREFROM AND (2) IS CAUSED IN WHOLE OR IN PART BY �. SIMPSON PHD6 I_ 12 0 12 (2) 2X6 5 4 5 4 ANY NEGLIGENT ACT OR OMISSION OF THE CONTRACTOR, l MIN 14 10-D NAILS STRUCTURAL PANELS 8D 10D ANY SUB-CONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY X31 ALLSHEATHING - p: NOTE: ) ( ) - 6". EDGE/12"FIELD_- F EMPLOYED BY ANY OF THEW OR ANYONE FOR WHOSE ACTS 1. SHEATHING AS PART OF SHEARWALL SEGMENT (SW.S , WHERE - -- ---- - A- NUMBER OF 8d NAILS EA. END OF STRAPPINGS (TABLE 3.7, P. 157) & (TABLE 6A P. 316) ANY OF THEM MAY BE UNABLE, REGARDLESS WHETHER OR . i r NOTED ON FLOOR PLAN, SHALL BE CONTINUOUS FROM SILL TO TOP FIBERBOARD PANELS I: B- NUMBER OF SILL STUDS ON FLAT DOES NOT APPLY TO DOORS TABLE 3.238 P.193 NOT IT IS CAUSED BY A PARTY INDEMNIFIED HEREUNDER. !� � -►� PLATE OR ADEQUATELY BLOCKED AT JOINTS. 8d COMMON NAILS JACK STUD - - --- -- i 7 6D -- 3" EDGE 6" FIELD ( ) ( ) ( ) 3 - ALL CODES AND REGULATION OF NYS BUILDING CODE `,`-�,� FIELD /16 / L C- NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER (TABLE 3.23C, P.193) SHALL GOVERN OVER ALL CONSTRUCTION AND INSTALLATION. • 6 O.C. EDGE & 4 - ALL CONCRETE TO BE MINIMUM 3500 PSI AT 282. �. /r;• _-'- / 25 32 _ - _ - 8D - -- 3 EDGE/6"-_ FIELD UNLESS DOWNS REQUIRED NOTED.AT ALL 4 CORNERS OF STRUCTURE GYPSUM WALLBOARD ! 5D COOLERS D- NUMBER OF 16d NAILS. END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER DAYS. \ , n „ - - LE 7 EDGE 10 FIELD EDGE/10" WITH (4) 8d TO , ., © EA. SIDE (TABLE 3.7, P. 157) & (TABLE 6A P. 316) 5 - ALL FOOTINGS TO BEAR ON VIRGIN SOIL PRESSURE 3. SEE CONSTRUCTION DETAIL (NAILING AND STRAPPING) & DETAIL HARDBOARD - 8D 5D C8ODOLERS 6" _EDGE/12"FIELD CONNECT STUD TO PLATE E- NUMBER OF JACK STUDS 0 EA. END OF HEADERS (TABLE 3.22F, P.191) ASSUME DBL. HDR. ASSUMED BEARING CAPACITY OF 2 TONS/SQ FT. ARCHITECT 6 - ALL FRAMING AND SHEATHING SHALL BE GRADE JEFFREY SANDS (HOEDOWN & CONN). PARTICLE BOARD PANELS 8D -_ __- 8D (SEE MANUF.) F- NUMBER OF 16d NAILS END-NAILED THOUGH ADJACENT JACK STUDS TO END OF SILL(S) STAMPED. DIAGONAL BOARD SHEATHING ® EA. SIDE (DOES NOT APPLY TO DOORS) (TABLE 3.8, P. 157) & (TABLE 6A PAGE 316) 7 - ALL INTERIOR PARTITIONS SHALL BEAR ON DOUBLE GALV. METAL TIE-DOWN AT CORNER OF STRUCTURE GALV. METAL TIE DOWN W/ IN 32" OF EACH CORNER OF „ „ FLOOR JOISTS OR AS NOTED. ARCHITECT STRUCTURE - -- 1"X10"OOR IDE 2-8D 3 10D PER SUPPORT LOAD 875 FLOOR. CEILING GJPIJO�IS S AS NOTED. FI FB = EVERGREEN LANE 1 WIDER 3-1 0D R 8 i 3-8D - PER SUPPORT c 6EVERG MINIMUM UNIFORM DISTRIBUTED DESIGN `� 9 - ALL SUB-FLOORING SMALL BE CDX 3/4" MINIMUM EAST QUOGUE, NY 11942 - R - - MODEL HDQ8/ PHD6 BY SIMPSON STRONG TIES STRUCTURAL MEMBER ALLOWABLE (REFER TO TABLE R301.5 OF THE RESIDENTIA__L _C_ODE OF NEW YORK STATE) THICKNESS. ALL EDGES TO BE SET ON SOLID BLOCKING PHONE 631.594.3861 MODEL 'HTT22' BY SIMPSON STRONG TIES � DEFLECTION FLOOR SHEATHING GLUED AND NAILED. CELL 631.375.5997 USE LIVE LOAD DEAD LOAD 10 - WALL SHEATHING SHAtLL BE 7/16" MINIMUM. � STRUCTURAL PANELS I- - - -- - - - - FAX 631.576.8916 11 - SHEATHING SHALL BE: NAILED PER THE EMAIL:JEFF JSA-NY.COM RAFTERS HAVING SLOPES GREATER 10 REQUIREMENTS OF THE STA`TE OF NEW YORK BUILDING q ,� 8D 10D 6" EDGE/12"FIELD THAN 3 ON 12 WITH NO FINISHED L/180 EXTERIOR BALCONIES 60 psf psf CODE. 1 OR LESS - - -- - - -1%3" VINYL COATED WD. CASING (TO BE wNOF[t -- -GREATER THAN 1 - -- - --_ _ - - 10D 16D 6" EDGE/6"FIELD CEILING ATTACHED TO RAFTERS DECKS 40 psf 12 - SOLID BLOCKING SHALL BE PROVIDED FOR ALL PROJECT INSTALLATION) REPAIRED AFTER EACH P . - / PASSENGER VEHICLE GARAGES 50 10 psf JOISTS. WALLS AT MID POIINT. ALLOW 2" AIR SPACE FOR ROBINSON ROOFS. iREPLACED o UNrh DIAGONAL BOARD SHEATHING I INTERIOR WALLS AND PARTITIONS H 180 13 - ALL STUDS SHALL BE NAILED WITH GALVANIZED NAILS 2-8D 3-1 PER SUPPORT psf s per pla S 1"X6" OR 1"X8" a _n PER THE REQUIREMENTS OF THE NYS BUILDING CODE. IIS FLOORS AND PLASTERED CEILINGS L 360 14 - ALL FLUSH WOOD CONNECTORS SHALL BE FASTENED q° -1"X10" OR _WIDER -- -- _ -_--_ 3-8D 3-10D PER SUPPORT / ATTICS WITHOUT STORAGE (ROOF BELOW 3 PITCH) 10 psf 10 psf WITH RATED GALVANIZED METAL SIMPSON CONNECTORS. RESIDENCE - ,> --- 1 X2 WOOD SPACER ALL OTHER STRUCTURAL MEMBERS L/240 - --- -- - 15 - ALL PRE-ENGINEERED LUMBER SHALL BE INSTALLED , ' j. 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 INCHES ON-CENTER AT THE ATTICS WITH STORAGE ROOF ABOVE 3 PITCH 20 psf 10 psf AS PER MANUFACTURERS SPECIFICATIONS. GG2O NORTON S LANE PREDRILLED FASTENING HOLES ® 9 O.C. EXTERIOR WALLS WITH PLASTER OR STUCCO ( ) p p _. 16 - ALL ELECTRIC WORK SHALL CONFORM TO LATEST to PANEL EDGE. IF WALL SHEATHING IS NAILED 3 INCHES ON-CENTER AT THE PANEL EDGE TO OBTAIN FINISH H/360 - - - -- - - - —- REVISION OF THE NATIONAL ELECTRIC CODE. SOUTHOLD aI F, F- HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE ROOMS OTHER THAN SLEEPING ROOMS 40 psf 10 psf 17 - ALL PLUMBING WORK SHALL COMPLY WITH NYS DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN EXTERIOR WALLS - WIND LOADS WITH ° - - - - -- BUILDING CODE. YORK L/240 SLEEPING ROOMS 3O psf 18 - KITCHEN AND BATH TO HAVE EXHAUST FAN AS PER w THE LOAD PATH. BRITTLE FINISHES p 10 psf - _ - -_ NYS BUILDING CODE. w - - -- - - - --- - -- --- DRAWING TITLE z EXTERIOR WALLS WIND LOADS WITH ° 19 - DOMESTIC HOT, COLD AND HEATING WATER PIPES TO / w 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF L/120 STAIRS 40 psf 10 psf BE INSULATED WITH 1/2" THICK PIPE INSULATION. STORM PANEL WOOD STRUCTURAL Q NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT. FLEXIBLE FINISHES - - -- - - - 20 - PROVIDE CLOCK TYPE DAYTIME THERMOSTAT. CL o _ _ GUARDRAILS AND HANDRAILS 200 lbs 10 psf 21 - DOORS AND WINDOWS TO BE INSULATED GLASS. FASTENER o NOTE: L-SPAN LENGTH, H-SPAN HEIGHT Z 22 - ENTRANCE DOORS TO CONFORM TO 2015 NYS °. THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 TIMES ROOF LOADING LIVE = GROUND SNOW LOAD 12 psf for ENERGY CONSERVATION CONSTRUCTION CODE. SCHEDULES 3. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED, CHECK THE COMPONENT AND CLADDING LOADS FOR THE PURPOSE OF THE ( atic 23 - PROVIDE SMOKE DETECTORS AS PER NYS BUILDING IBC FOR ADDITIONAL REQUIREMENTS. ADJUSTMENTS AS PER FIGURE R301.2 5 OF THE 20 psf B DD Q �;` I ��� DETAINING DEFLECTION LIMITS HEREIN. ( ) P CODE. { AND 15 psf for , Ii P 4 I 2 - PROVIDE 2-2X12 HEADERS OVER N I� II I RESIDENTIAL CODE OF NEW YORK STATES E ANY WINDOW OR I -- PREDRILLED FASTENING, DOOR OPENINGS UNLESS OTHERWISE NOTED. DIAGRAMS CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA MINIMUM UNIFORM DESIGN LOADS 25 - ALL HEADERS 6' OR LARGER MUST HAVE DOUBLE f' R905.1.2 ICE BARRIERS - IN AREAS WHERE THERE HAS BEEN A HISTORY OF ICE FORMING ALONG THE EAVES CAUSING A SUPPORT STUDS. HOLES C� 9" O.C. ! BACKUP OF WATER AS DESIGNATED IN TABLE R301.2(1), AN ICE BARRIER SHALL BE INSTALLED FOR ASPHALT SHINGLES, GROUND SNOW LOAD 50 POUNDS LIVE LOADS: 26 - OPENINGS FOR EMERGENCY USE SHALL INCLUDE WOOD CASING METAL ROOF SHINGLES MINERAL-SURFACED ROLL ROOFING SLATE AND SLATE-TYPE SHINGLES WOOD SHINGLES AND WOOD IN ROOMS OTHER THAN SLEEPING 40 PSF DOORS OR OPERABLE PARTS OF WINDOWS LOCATED AS TO SCS DATE WIND 130 MPH PROVIDE UNOBSTRUCTED EGRESS TO LEGAL OPEN SPACES. SLEEPING ROOMS 30 SUCH OPENINGS SHALL NOT IMPEDE EGRESS IN AN NA 7-17-2018 SHAKES. THE ICE BARRIER SHALL CONSIST OF NOT FEWER THAN TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER, OR A SEISMIC DESIGN CATEGORY B s ' SELF-ADHERING POLYMER-MODIFIED BITUMEN SHEET SHALL BE USED IN PLACE OF NORMAL UNDERLAYMENT AND EXTEND WEATHERING SEVERE DECKS 40 EMERGENCY, SHALL HAVE A MINIMUM AREA OF 5.7 SQUARE DRANANG NUMBER j FROST LINE DEPTH 3 FEET ATTICS WITH STORAGE 20 FEET, WITH A MINIMUM OPENING HEIGHT OF 24" AND A FROM THE LOWEST EDGES OF ALL ROOF SURFACES TO A POINT NOT LESS THAN 24 INCHES (610 MM) INSIDE THE EXTERIOR MINIMUM OPENING WIDTH OF 20". BOTTOM OF OPENING WALL LINE OF THE BUILDING. ON ROOFS WITH SLOPE EQUAL TO OR GREATER THAN 8 UNITS VERTICAL IN 12 UNITS TERMITE MODERATE TO HEAVY NO HIGHER THAN 3'6" ABOVE FINISHED FLOOR IN ALL DECAY SLIGHT TO MODERATE DEAD LOADS: ABOVE GRADE STORIES. HORIZONTAL, THE ICE BARRIER SHALL ALSO BE APPLIED NOT LESS THAN 36 INCHES (914 MM) MEASURED ALONG THE ROOF WINTER DESIGN TEMPERATURE 11B FLOOR CONSTRUCTION 10.7 PSF 27 - ENGINEER IS NOT ENGAGED FOR SUPERVISION IN - - - -- SLOPE FROM THE EAVE EDGE OF THE BUILDING. ICE SHIELD UNDERLAYMENT WALL CONSTRUCTION 9,6 ANY CAPACITY UNLESS OTHERWISE NOTED. REQUIREMENT 002 TYPICAL HIGH WIND WINDOW PROTECTION-FOR NEW WINDOWS ROOF CONSTRUCTION 11.3 E SAFETY GLASS. ITHIN 18 OF FINISHED FLOOR SHALL 1 O' - - - - - -- _ - - = OOD HAZARD NOT INE FLOOD ZONE 28 ALL GLASS W " B I -- -- SNOW LOAD 45 PSF A 300m141 N 4700712011E O. H .W rn / 1 ---------------------- ------------------------ _ _ _ \ I m cn SCTM # 1000- 54- 3- 14. 3 AREA: 48, 250 SQ FT � `,� o o : AREA: 1 . 108 ACRES N I O \ W O \ CDI O dim NOON �n m <m m z ..1 - ---- - --------------------------------, I { o El 1 _ I I 10'-4" El I I I I I 1 C.0_ L------- I I I I I 1 � I I , I , I I 1 -----------�--- -- 1 , I 1 I L----------- --� I 1 1 I oil I I I I I I I I I i 1 I 1 I FRAME SHEDI I 0001i io I I 1 I I I I I I i I I \ r� ---- — -------- -- — ---J I � '-"�"" -- ---_ _� I 7-25-2018 it II I SEAL f,• M1 w I s ll it 1 STORY �"0 o FRAME IO D � L__ Oi I \\�/� \ • ARCHITECT BUILDING 0 i JEFFREY SANDS ..•� _ \\ ``\ TO B E 6 EVERGREEN LANE ARCHITECT c GIt T `` - \\ `� I EAST QUOGUE, NY 11942 _ Q -� / / - i ,I \ \ REMOVED PHONE 631.594.3861 / --------J \ \ CELL 631.375.5997 rn I / / - I _ \ �-r-- ---- -' FAX 631.576.8916 0 - - - / '- - - - i ---- i EMAIL:JEFF@JSA-NY.COM �- I !�4 �'�� // 24'_0" 10' 54" 26' 0" foundation j 1 I j j I I PROJECT �; I ROBINSON RESIDENCE 6620 HORTON S LANE SOUTHOLD 287 — — — I NEW YORK ■ DRAWING TITLE 0 � p 1 11 . w PROPOSED a� pSITE PLAN N 0 00 DATE c �� =10'-0" 7-17-2018 ODRAWING NUMBER A 24'-0" F- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - -- - - - - - - -- - - - - - - - - -- - - - - - - - - — —— —— —— ..a -- -f — -- -- - - - --- - - - - - - -- F— — — l i I j I " I 22'-8" /3 8" THICK FOUNDATION WALL AA200/ ON 20" X 12 CONTIOUS PC i i I :;. FOOTING WITH 3/ BARS rI-SS- - - -- -- - - --- --- - - - - - - -- -- - - - - - W — I j I �- -tQ f - - - - - - - - - - - - - - -- - - - - - - - - - - - -- - - - - -- --, STORAGE co r— — —— — — — — —— — — — ——— — — — — — — — — — — — —— — — — — -- 5" POURED CONCRETE SLAB .4 6X6 -W 1.01.4 WWM OVER 6 MIL VAPOR BARRIER PITCEHED co L— — — —— — —— —— — — —— — — — — J L- - — — — — — — — — — — — ———— —— — — — — — — -I i - - _ - - - - I TO OPENINGS co L -i L- - - -- - -- --- ---- - -- - - - - - -- - - - - - - - - - 7 - - - - ---- - - - - - AHU -c, C14 r 4 POURED — — — —— — ——— — — — — —— — — — — — — — CONCRETE.SL1B �Ii - 7 UNFINISHED 6X6 —W 141.4: BASEMENT — __j— — — — —— — — ———— —— —— —— — L F f --I F —I I L - I I B A200 - - - - - - - - -- - - - - -- - - - - - -- - -1 1\A Vo U-+ I I i t L :� - - Tp-F t- - - - - -- - - --t— —� i I -- CONCRETE SLAB ON GRADE _9 1. 91-3" go- 311 — — ——— — FF —1 r— I q - - - - -- - - - - -AHU- - -- -- - - _J I j DOWEL AND EPDXY #4 7-25-2018 r- - -- - -- - - - --- - - - -- - - -- BARS 12"OC F T— T— F F SEAL VERTICALLY INTO 1—r , - --, I I 1 1 1 1 1 1 UP ; I I � I I EXISTING WALL AND (2) #4BARS INTO FOOTING LLLLLL - L -- - - -- -- - - - -- - - - -- - - - - - - - - - - - - - - L - - - - -- - - - - - - - - -- - - -- - - - - - - -- - - - - - - - - -j i —4- PARTIAL FINISHED I ARCHITECT BASEMENT i JEFFREY SANDS ARCHITECT t i I I I 6 EVERGREEN LANE EAST QUOGUE, NY 11942 631.594.3861 CELL 631.375.5997 FAX 631.576.8916 UTILITY RM EMAIL:JEFF@JSA-NY.COM PROJECT ROBINSON RESIDENCE L — — — — — — — — — — ——— — — — — —— —— — — —— — — — — —— — — — — 6620 HORTON'S LANE SOUTHOLD NEW YORK DRAWING TITLE FOUNDATION PLAN SCAf,1=11-off-T-DATE 4 17-17-2018 DRAWING NUMBER A100 A I I I I - I � I / I _� 10-0 240-Of' Ix � 23'-0" " / I 2 3'-8" 12- 2 — MASTER NEW WALK LENDED INTO DECK EX S11NG WALK I EXISTING BACK M 0 TERRACE I _ �� OUTDOOR — I OCV SHOWER — Fir s�����''� 3 _ —— — — — — — UP 15 RI ERS ,� � 8"TOA C req-tired -.«� A2oo I i " YS Coe, OE s 3'-2 t I.a L — —— — — — — —— — —— — — —— — — — — — — — — — —— — — — — ——— — — — — — — — — — — — — — — oo \ ATTACHED TWO j EXISTING EXISTING j CAR GARAGE 23'-0" KITCHEN o 0 CV co I NEW STORAGE ATTIC j I W — _ _ 3 0X6 8 ABOVE NEW i DOOR MASTER i i 3 0X6 8 I BRICK i BEDROOM i i F _ _ FLOOR r DOOR I I 11.875 TJI 560 SERIES ® 16 OC Q I I \ e, - - - - - -- - - - -- - - -- - - - - 0 (D t �— I ` i �' 0 SQUARE i I I EET MAX I ! j J I- -- - - --- -- —— ——— — — — FAMILY \ - - — 9' WIDE 9' WIDE I j I i LIVING I ROOM / i I GARAGE DOOR I I GARAGE DOOR ! I I I I I I I IL/4"Nk � ROOM I NEW / I I I t A2 0 j1 BAT I Ell WINDOWS TO A2oo (2) 11.875-LVL EADER (2) 11.875 LVL HEADER I CONCRETE APRON I � REF I MATCH BACK WINDOWS 1'-11" 9'-0" 2f-2' 9'-0" V-11" BASEMENT E M E N T i CLOSET 24-o A — EN TR Y / HALLL---J L--4 ��� — �— Nk BATH I u 0 I A2oo / 7-25-2018 O SEAL CLOSET I D FRONT 2 BATH LIN I ,� � � 7 `'►� PORCH COATS CLOSET - f- F — — — — — — ——— — — — — - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - / / i I ARCHITECT ! JEFFREY SANDS ARCHITECT ! I � 6 EVERGREEN LANE ;.f, / EAST QUOGUE, NY 11942 BEDROOM 1 I PHONE 631.594.3861 / CELL 631.375.5997 BRICK FAX 631.576.8916 STONE / EMAIL:JEFF@JSA-NY.COM I I PROJECT i DRIVEWAY \ ROBINSON I \ RESIDENCE 6620 HORTON'S LANE SOUTHOLD \ NEW YORK \ \ DRAWING TITLE \ O \ PROPOSED FLOOR PLAN '14 DATE / \ SCA4" 7-17-2018 / DRAWING NUMBER Al 10x / I \ / \ A NEW BLACK STAINING SEAM METAL ROOFING. SAMPLE TO BE APPROVED OVER HENRY BLUESKIN, r CDX PLYWOOD AND 2 2X10 ROOF RAFTERS 16"OC WITH A200 PITCH TO MATCH EXISTING HOUSE (9:12 PITCH) r„_,�� EXISTING BRICK ----I --- - --- ----- MASTEREXISTING BACK WALK { DECK TERRACE I REMOVE EXISTING ASPHALT — — — SHINGLE ROOF AND REPLACE1 3 WITH BLACK STAINING SEAM ( - -----------) - A200 ------ — - ---- --� I �� � — ---------- �__..——� -- �- ----I-- I - ---- - METAL ROOFING. SAMPLE TO BE — — APPROVED ----I— I -- --------------- L i L m -- -- 1 ------ ---- --------— -------- - EXISTING I SKYLITE I I I 7�\\ X- I' I 3.5” X 11.25" APB LINTEL — — — J NEW STANDING SEAMMETAL 1- -- O OF OVER EXISTING PLYWOOD AND I I I o -- j - -- RAFTERS I i N NEW STANDING SEAM - - I------ — (1) 11.875 LVL RIDGE ---- -- - METAL ROOF OVER NEW 2X10 RR 16"OC - 9:12 PITCH --I- - ----- - - -- I N I ,��,g' { - --- ----- _ — -- — I 3.5" X 11.25" APB LIN TEL -- -- -- -I { A— --------- --- - I i ❑ I 80 SQUARE ------ A2oo I — ---- --- — ---- - I -- ------I--- — --- --- --- -- ; FEET MAX I BREEZEWAY I NEW STANDING SEAM ATTACHED TWO NEW STANDING SEAM METAL METAL ROOF OVER I A2oo CAR GARAGE 7-25-2018 EXISTING PLYWOOD AND ROOF OVER EXISTING --- EXISTING -- RAFTERs I SEAL , ,, -r. �, ._ -- SKYLITE r PLYWOOD AND RAFTERS I 1 : l 4, ,,` NEW STANDING SEAM METAL I FRONT ----- 1---- -------- - PORCH � — — — — — i — —------- ROOF OVER EXISTING — — —— — — — — — — — — — — — PLYWOOD AND RAFTERS ARCHITECT -I JEFFREY SANDS ARCHITECT 6 EVERGREEN LANE { EAST QUOGUE, NY 11942 10PHONE- 0" 24 _ I 631.594.3861 --- — --- --- - CELL 631.375.5997 I EXISTING 1 FAX 631.576.8916 — SKYLITE '�u EMAIL:JEFF@JSA-NY.COM i -- -----� - �2 { I PROJECT ----_-- ----- - ROBINSON i--- --- -- — - - -- --{—-- RESIDENCE i 6620 HORTON S LANE SOUTHOLD -- - L NEW YORK DRAWING TITLE PROPOSED ROOFPLAN sca4,._1,-iii 7-17-2018 DRAWING NUMBER A. IZO A REMOVE EXISTING ASPHALT NEW BLACK STAINING SEAM SHINGLE ROOF AND REPLACE METAL ROOFING. SAMPLE TO BE EXTERIORS OF ALL EXISTING TO NEW BLACK/ DARK GRAY WITH BLACK STAINING SEAM APPROVED OVER HENRY REMAIN WINDOWS AND DOORS ': 5';''°' "' r:i;;,.g;. STUCCO PER APPROVED SAMPLE METAL ROOFING. SAMPLE TO BE SHALL BE PAINTED BLACK f'r""'x i-''` = OVER EXISTING BRICK CDX PLYWOOD AND NEW HALF ROUND APPROVED BLUESKIN, �" °''°"'`' '°' NEW HALF ROUND 2X10 ROOF RAFTERS 16"OC WITH ALUMINUM BLACK GUTTERS :' ° ;'} R . ALUMINUM BLACK GUTTERS PITCH TO MATCH EXISTING AND LEADERS e Na: NN. ossommo MEN to L111111 IN 3 M ZEN Ll I I I 10'-0" I ILI= EZI // // r T 1 r NEW BLACK STAINED BOARD AND BATTEN SIDING OVER HENRY BLUESKIN AND STAIN EXISTING BOARD AND BATTEN SIDING CDX PLYWOOD, 2X6 WOOD STUDS 16" OC WITH STRAPPING AND HOLD DOWNS TO NEW BLACK ALUMINUM AND PRIVACY GLASS FRONTE 1 TO MATCH APPROVED SAMPLES STATE CODE REQUIREMENTS 9' WIDE X 8' TALL GARAGE DOORS NEW BLACK STAINING SEAM METAL ROOFING. SAMPLE TO BE APPROVED OVER HENRY BLUESKIN, �" CDX PLYWOOD AND \\ 2X10 ROOF RAFTERS 16"OC WITH PITCH TO MATCH EXISTING HOUSE (9:12 PITCH) It I I NEW BLACK STAINED BOARD AND BATTEN SIDING OVER HENRY BLUESKIN i AND I" CDX PLYWOOD, 2X6 WOOD STUDS 16" OC WITH STRAPPING AND I HOLD DOWNS TO STATE CODE I REQUIREMENTS I BACK ELEVATION 2 SIDE ELEVATION 3- 7-25-2018 SEAL - 1- 3.5'X16" APB _T , RIDGE �` • ` ✓ . ARCHITECT JEFFREY SANDS NEW BLACK STAINING NEW BLACK STAINING SEAM ARCHITECT SEAM METAL METAL ROOFING. SAMPLE TO BE ROOFING. SAMPLE TO APPROVED OVER HENRY 6 EVERGREEN LANE QG BE APPROVED OVER " EAST QUOGUE, NY 11942 1ti +�O BLUESKIN, CDX PLYWOOD AND PHONE 631.594.3861 °� HENRY BLUESKIN, 2X10 ROOF RAFTERS 16"OC WITH CELL 631.375.5997 CDX PLYWOOD AND PITCH TO MATCH EXISTING FAX 631.576.8916 °° 2X10 ROOF RAFTERS " 6' " EMAIL:JEFF@JSA-NY.COM 16"OC WITH PITCH TO HOUSE (9:12 PITCH) N MATCH EXISTING PROJECT STORAGE ATTIC HOUSE (9:12 PITCH) •� ROBINSON N M 12" TJI JOISTS `D 1 RESIDENCE 6620 HORTON'S LANE F F NEW BLACK STAINED NEW BLACK STAINED BOARD AND SOUTHOLD BOARD AND BATTEN r BATTEN SIDING OVER HENRY BLUESKIN l " I I I SIDING OVER HENRY i " NEW YORK 9 I I I N AND CDX PLYWOOD, 2X6 WOOD 1 I I I BLUESKIN AND j" CDX I STUDS 16" OC WITH STRAPPING AND DRAWING TITLE PLYWOOD, HOLD DOWNS TO STATE CODE I I IIc I D o I STUDS 16" OC WITH c I REQUIREMENTS ELEVATIONS 1 I STRAPPING AND HOLD I I I c I DOWNS TO STATE CODE o CEDAR CLAD COLUMNS STAINED TO AND I I 9,—O" I REQUIREMENTS MATCH SIDING x e SECTIONS •� 8" THICK FOUNDATION WALL �� SQA DATE 8 THICK FOUNDATION WALL 5 POURED CONCRETE SLAB ;�, ' °° ;r, "-1'-0" 7-17-2018 ON 20" X 12" CONTIOUS PC 6X6 -W 1.4X1.4 WWM OVER 6 ' •� ON 20" X 12" CONTIOUS PC N 4 4.t.• FOOTING WITH (3) #4 BARS MIL VAPOR BARRIER PITCEHED o FOOTING WITH (3) #4 BARS TO OPENINGS o DRAWING NUMBER I 8" 5-10" 8" 4 POURED GARAGE SECTION A GARAGE SECTION B 7'-2" CONCRETE SLAB 6X6 -W 1.01.4 WWM A