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HomeMy WebLinkAbout51151-Z TOWN OF SOUTHOLD ' BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51151 Date: 09/05/2024 Permission is hereby granted to: Jon A Hlafter 365 West End Ave Apt 9D New York, NY To: Construct additions and alterations to an existing single-family dwelling as applied for per SCHD approval. Premises Located at: 1400 Meadow Beach Ln, Mattituck, NY 11952 SCTM# 115.-17-17.18 Pursuant to application dated 07/15/2024 and approved by the Building Inspector. To expire on 03/07/2026. Contractors: Required Inspections: Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,242.50 CO-ALTERATION TO DWELLING $100.00 Total $1,342.50 Building Inspector �d"aw�n:�*,ry"p �� rF'IW'L,M * , �"� TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtgAnnyMy Date Received APPLICATION FOR BUILDING PERMIT EVEOV For Office Use Only �; D E r1l PERMIT NO. Building Inspector: J� L 1 5 2024 Applications and forms must be filled out in their entirety. Incomplete appli cations'will not be accepted. Where the Applicant is not the owner,an 0 G DF�T. Owner's Authorization form(Page 2)shall be completed. TOWN '-)F SOUTR01.' Date: March 1, 2023 OWNER(S)OF PROPERTY: Name: Claudia Hamilton and Jon Hlafter scTM # Z000- 115-17-17.18 Project Address: 1400 Meadow Beach Ln, Mattituck, NY 11952 Phone#: Email: Claudiawhamilton@yahoo.com,jon.hlafter@skadden.com Mailing Address: 33 Riverside Drive, Apt. 15FG, New York, NY 10023 CONTACT PERSON: Name: Meryl Kramer Mailing Address: PO Box 1600, Southold, NY 11971 Phone#: 631-477-8736 Email: meryl@kdcarchitecture.com DESIGN PROFESSIONAL INFORMATION: Name: Kramer + deConciliis Architecture Mailing Address: PO Box 1600, Southold, NY 11971 Phone#: 631-477-8736 T Email: meryl@kdcarchitecture.com CONTRACTOR INFORMATION: Name: North Fork Woodworks, Inc. Mailing Address: 810 Traveler Street, PO Box 1407, Southold, NY 11971 Phone#: 631-298-7900 Email: Rachel@nfwoodworks.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ligAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ $1.3 Mil Will the lot be re-graded? ❑Yes iRNo Will excess fill be removed from premises? liiYes El No 1 PROPERTY INFORMATION Existing use of property: Single Family Residence Intended use of property: Single Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to AC this property? ❑Yes BNo IF YES, PROVIDE A COPY. El Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code,and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as e.Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted B tint name): 1-'I - "Authorized Agent ❑Owner Signature of Applicant: .- Date: 2,4- CONNIE D.BUNCH Notary Public,State of New York STATE OF NEW YORK) No.01BU6185050 SS: Qualified in Suffolk County Commission.Expires April 14,2_�_�; COUNTY OF being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the (Contractor, Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this ,. 4-A (4fy r" h r day of aim 20cA Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) Claudia Hamilton residing at 1400 Meadow Beach Lane, Mattituck I, Kramer + deConcillis Architecture do hereby authorize to apply on my behalf to Tdwn of Southold Building Department for approval as described herein. 7/10/2024 Owner's Signature Date Claudia Hamilton Print Owner's Name 2 =6-r-1 Scott A. Russell �' SUF SIC'O]KMWA'7[']E]K SUPERVISOR I\\l[A,_NA�G]EM1EN`]F SOUTHOLD TOWN HALL-P.E Box K O� Town of Southold 53095 Main Road-SOUTHOLD,NEW YORK 11971 CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) - - - - - - - - - -- - - - - - - - - - - - - — - - - - - - - - - — — APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) NAME: Date: MAI a�t Contact Inform ation: (E iMail 8 Telephone Number) Prop,rty Address / Location of Construction Site: S.C.T.M. 1000 -DISUct) Section Block Lot IL...__..... _ TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Area of Disturbance is less than I Acre. No S.P.D.E.S. Permit is Re wired Project does Not Discharge to Waters of the State. ti%S.P.D.E.S. Permit is Required ! /51 (] _ Area of Disturbance is Greater than 1 Acre&Storm-water Runoff Discharges Directly to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit DIRECTLY From N.Y.S. D.E.C. Prior to Issuance of a B�ildln Permit. - Area of Disturbance is Greater than I Acre& Storm-water Runoff Flows Through Southold Town's MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN E tt ou h the Southold'.I"own Ent ineei'in De artsnent s' o ildira Permit. J U L 2 0 Date: Reviewed By: FnRnn ►r �n)4 « N15 j W T .« MO.No.tea, AWSleM W L 11 .« T1 REATW W CAPACITY, SOO epp l'n .« TL..SING OAPAQTY.74q 6& «. FLOW :'50-500 6F'p' «« MAINrAIN REWIRED SEPARATION DIET .. «« 5EE PETAL FOR IWORMAT10K DH& —� SANITARY APSO ION TRENCH SIZING PROPOSM 3 5I Nam., U049CIAL C04PIL.ATION OF c=e RWe AND T10N1 c�THE STATE N�nl ENGINEER. YOW TITLE 10� op NEATH, IIa PART'5.STAWARM W1AT �Y ANrP7 i$I IE 1�T61AT TR A FM IN1[�1+ OL L ONI5ITE TAB 11 DAILY GMlrN MM=I0 SAY SYST -A TAB A PLIGATIONN RATE=L2 � TL CIF Nesr 'T" 6I'�: Ao�7.Nl5TW SAY AND O d EN 511'or- C9NI TR5ZH= 46 LIN'firr C " 's r,YT 9 94 DAN6.DIVISION op BiV AL aWJl Y,STAN DAWS fVR " TRU r M��I�15�SYSTEWC Io'R S�ML MIS N A,1+i"/' DATED APR1L N,2M, � er TAB II'-Ake�STW A TRIW �ST I I9N1 I�"�A�OR7TEXnLe SAI 'FILTARS WO S T a 0 SANITARY' ABSORPTION TRENCH CALCULATION: 3 BEDROOM SYSTEM REGUIRM INSTALLATION: JEPPREY T. BUTLER,P.E.46 LIN FT OP 65N'ABSORPTION TRENGN+02 MODULE5) USE: (2)LA ,(() a-JEN 65F MODULE5 IN EA.LATERAL,24.0'LONs �- INSTALLED IN, (2) ',-0" LONS TRaZHE$ = 24'-0" (65F) + 1'-0" W'5ANP COLLAR® EA Elm) Z �O TL ssp INSTALLEp WON INITIAL INSTALLATION = 12 , LIxFr v- � v --7 AREA FOR 50%EXPANSION HAS BEEN PROVIDED; UPON EXPANSION INSTALL: ADD (I)ADD'L LATERAL W/(b) ELJEN 8SF MODULES,24.0'LG INSTALLED IN; (1) 25'-0'LONG TRENCH = 24'-O" (65F) + 1'-0"(6"SAND COLLAR e EA END) ADDITIONAL CIF PROPOSED FOR EXPANSION = 6 MODULES,24 LIN FT TL GSF UPON EXPANSION = 16 MODULES(12 L.F.) ~ }' sEE oRANVInIs sty FOR SAwrARY sTRUGTURE corl�oN�Ir DErA1L5 O T O z �4 II < TRW M-AN5 A DMIeNW TO Y WNITNN_ LW Z I)NORFS DILATION OF ANC RSSjLATION OF STATE OF z J Q O DI3' T OF I ,TTI I IIm FART 15.STAN ►ARD5 r�OR W = O W1TE HATER�,Y AND INDIVII71IAL ON51''T INAS 1X5 A TREATMENTQ O AL OF PLANS AW�T1 T — N�DARI�F� mSTEMS�SIN15L15+A dIL."N 1lq-1 OR I7AT�?04�1�- E.w.., � m E7 SCDHS RER No. ~ m� O � uIn LL O O SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES lu O � PERMIT FOR APPROVAL OF CONSTRUCTION FOR A 0 Z SINGLE FAMILY RESIDENCE ONLY z ui O —7 Q DATE 4/27/24 S. R-24-0443 APPROVED FOR MAXIMUM PAGE: 3 EXPIRES THREE YEARS FROM BEDROOMS DATE OF APPROVAL SCDHS APPwrY,iai w alnm. R=40.00' L=59.78' LOT 20 � N/F 1425 125 MEADOW BEACH LANE BE 5U5AN K. AND EX15-F1N6 THOMA5 P.POHMER 5TONE APRON N/F DOf 1145 MEADOW BEAGH LA. HARG SCTM#l000-115-I1-Il.ol7 HRUZ IRREVOCABLE TRUST 5 PUDLHELLING 16 R / SGTM# 1000-115-I1-II.OIG 1000-11 DWELLING DH / PUBLIG HATER PUBLI / OAK OAK � OAK r2-0 LOCUSj, 2 �eo ELAA ' 1E~ a'00 OAK � SASSPERILLA 2*0 ICI z MAPLE OAK MAPLE- ,r't X `12 0 � � is e to _= ,MAC 9'0 141 / 12 @ OAK LOT 10e � / .¢„ OAK '12 0 , 2'0 N/F OAK OAK r OAK 355 HILLI5 CREEK OR 20*0 o REBEGGA O'BRIEN OAK �_ �� � ��_' X SGTM# 1000-115-I1-I1,016 12 OAK REQUIREN�NTS PUBLIG WATER o-� 14'0 `12' w DWELLING - �1 � OAK OAK _ USE Y*EN ELJEN C —TO SASSAFRAS OAK 14"e = TREE ALL LATERAL 3 S� ELJEN&S EX.FR. AS 4= OAK 1P 0.SNED 1�230'' OAK INSTALL _ PERREGii11REMENT: OAK F ~ 8"0 Q 112 2'0 SASSAFRAS Off' K OAK MAINTAIN PRO 8,0 MEET NATURAL TAR'C` �� SASSAFRAS16"0 '� \ 4 ' OAK _ 12 0 OAK OAK 0 8110 OAK = OAK LNIT M), t OAK' OAIt ; s,. 2e I 500 GIRD MAV �� OAK SYSTEMOR 3 18a0 20^e " , OAK "� / r OAK J 9"0 EX1511NS OAK � a.1 — Q T > c BEACON 4 AUDIBLE PINE ITO GRAVEL ' b160 20=0 DRIVEWAY 12 @ t] AK 200 OAK �180 �= o lr 0, fkAK OAK �� .�w G I 4A1t =1 i 5TAGK _ o 10 0 14 e 3 3Y CONTROL PANEL K = ,OAK OP1D I=DC�E OF 10'0 _ �6 5 \0� t iP SASSAFRAS �_ 3070 TINE GRADE® 33A5 �ooL s� � (2)gJEN 66F LAT5,(6)MOD5/LAT p oA qGES,THIS DW6 EQUIP t8 ' ` El,llb-0 PROP.5TRM DRN5 5Y5 GAK / SF (b)4.75k8 P(2' P. Q1/VIX ,s`EAGHIN6 6ALLEYSAli, � " t 4 ' PROVIDE DISTAL BAD TESTCZW PE OVER MODULES INSTALLATION Rramm E F � PT- PE 1 { LE r m APIl7 DTLS ON 7ULC�a/LATERAI) DW6 5P2 OAK 1-1 ' 1'� t O 0 <: a W d �€ rro � Q A MTE ELEV. E ' , :ES,THIS DW6 EX 66 � --.,A5ANcc ='d is EEOP0 ED ANY AN [ � _ PROVIDE SLAB,STRAPS AND ANCHORS AS E1[J tA1 � 5H01^OJ IN "FU.JI GLEAN EN CEPS - F T. p COATERAGTIN15 BUOYANCY INSTALLATION t _ 12 a r. P1PIN6 ' � OUT � TKO° a DETAIL'ON DNS SP3 $m � �2 5If CALCULATION,DNS 5P5 o t # 12'0 SO 2 I TREE •REMOTE WJI GNTRL GWR AND BLOIfR m fR DWS W CRAWL A EL VA5 TO BE MOUNTED 3.5' ABOVE GRADE OR ABOVE BCE (110 1 .' J WFIIGFEI/ER IS HI6FIER. SEE '++'CRAME DETAIL,,DW6 5P3 � '. GONTROL PALL AND REMOTE AIR GOMPRE550R : ��' Pl!UN�FIN 113i LOCATION FOR OWTS IS APPROXIMATE . `� � tiro Rftk - VERIFY WITH OWNER PRIOR TO,IN5TALIATION. LOT 8 PROVIDE GONVENIENGE 6FI'REf.U,7TAG1E NEARBY CONTROL PNL (55 ABV FIN.k6RD MIND ^ PROVIDE 20 AMP SERVIGE FROM MIUWELEGTRIGAL WF GARDEN r ,. PANEL IN DWELLING. SEE PET) . 11L15 Uel(DR 5C, 15sil-I'ID15 RDLIG MTE DKIELLIN6 pF ZOO X WEND A MINIAH 0 A MK OF THE lip � ZONE 'X' (2% ANNUAL FLOOD HAZARD, 1% ANNUAL FLOOD W/AVG DP 12") N/F 1695 ME ,DoVk BEACH LA. DENISE d JAMES MARTIN � 1642 MEADOW BEAGN LA. 5GTM�1000-116-4.0-31.0 L\6HTFOOT h LLG PUBLIG WATER rr]4511N5 PRIM A"CE� ��� 51151 - �'sse p � 1 , 1 r s 7- Issue Date: Set: 7/9/24 FOR PERMIT DRAWING LIST GENERAL NOTF_S_. Architect _ _ 1. ALL WORK MATERIAL,AND EQUIPMENT SHALL BE IN ACCORDANCE WITH THE ton Sheet No. Sheet Title NEW YORK STATE UNIFORM BUILDING CODE,AND THE NEW YORK STATE ENERGY CONSERVATION CODE,AND LOCAL AUTHORITIES. Kramer + deConciiiis Architecture a M A-000 Cover Sheet 7/9/24 2. ALL DIMENSIONS AND GRADE CONDITIONS TO BE VERIFIED BY CONTRACTORS) A-002 Code Sheet 7/9/24 PRIOR TO START OF CONSTRUCTION AND ORDERING OF MATERIALS. THIS 260 Hortons Lane A-003 ;Window Schedule 7/g/24 FOUNDATION HAS BEEN DESIGNED FOR A SOIL BEARING CAPACITY OF TWO(2)TSF AND GRADES LESS THAN5%. CONTRACTOR SHALL VERIFY THAT THESE Southold NY 11971 A-100 !Foundation Plan 7/9/24 CONDITIONS ARE MET. ALL FILL BENEATH CONCRETE SLABS TO BE COMPACTED f --� TO 95%RELATIVE DENSITY. r1denc e-, A-101 First Floor Plan 7/9/24 Resu A-102 Second Floor Plan 7/9/24 A-104 Roof Plan _ _ 7/9/24 3. PROVIDE FLASHING AT ALL ROOF BREAKS,CHIMNEYS,SKYLIGHTS, EXTERIOR Office: (631 ) 477 - 8736 A-200 Elevations 7/9/24 DOORS, WINDOWS AND DECKS ETC. A-201 Elevations 7/9/24 4. DO NOT SCALE DRAWINGS. \�,��RED q�C A-300 Building Sections 7/9/24 �LKti%5. DESIGN CONSULTANTS OR RECORD ARCHITECT ENGINEER ARE NOT 1400 Meadow Beach Lane A-301 Building Sections 7/9/24 RESPONSIBLE FOR THE INSPECTION,SUPERVISION,OR ADMINISTRATION OF THIS CONSTRUCTION PROJECT.FEDERAL, STATE AND LOCAL ZONING AND BUILDING CODE A-401 Wall Sections 7/9/24 * { COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. Mattituck NY, 11952 A-402 WallSecton5 7/9/24 _ Landscape Architect N 1k 6. THIS DRAWING IS AN INSTRUMENT PREPARED TO FACILITATE CONSTRUCTION AND 0?4802 OQ� SHALL NOT BE CONSTRUED AS A CONTRACT BETWEEN BUILDER AND OWNER. OF NEW T Marshall Paetzel Landscape Architecture 7. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE NEW YORK 5175 Route 48 STATE ENERGY CONSERVATION CODE. 4"Vent Thru Roof 8. CONTRACTOR SHALL OBTAIN ALL PERMITS Mattituck, NY, 11952 ROOF 9. DIMENSIONS, ELEVATIONS,MEMBER SIZES,AND DETAILS OF EXISTING STRUCTURE 2" --r---r---T--- "T-- SHOWN IN THE DRAWINGS ARE BASED ON LIMITED FIELD MEASUREMENTS AND MAY Drawing g Legend: NOT BE ACCURATE. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND r-- „ r, I I 1 1 i I i CONDITIONS OF THE EXISTING CONSTRUCTION AT THE JOB SITE PRIOR TO Office: (631 ) 209 - 2410 11 1/2" 11 1/2 12' 11 1/2" 1 1 1 1/2 1 2' 12 12 11 112" 11 1/2 1 2" 1 2" [ _ _ _ _ _ _ j Wall To Be Removed FABRICATION OR CONSTRUCTION. ANY DEVIATIONS FOUND IN THE FIELD FROM WHAT LAV.1 1 LAV. LAV. 1 1 Wall To Remain IS SHOWN ON THE DRAWINGS SHALL BE REPORTED IN WRITING TO THE ARCHITECT W.C. LAV. I W C. WC W New Wall AND ENGINEER PRIOR TO FABRICATION OR CONSTRUCTION. SHOWER SHOWER SHOWER TUB 2ND FLOOR New Foundation Wall 10. THE STRUCTURAL ELEMENTS OF THE PROJECT HAVE BEEN DESIGNED FOR THE 2" 3" 1 1/2" 2" 3" 1 1/2" 1 1/2" 1 1/2" 3" 2" 1 1/2" 2" SPECIFIED VERTICAL AND LATERAL FORCES ACTING ON THE COMPLETED BUILDING. IT -------- Lines Above IS THE RESPONSIBILITY OF THE CONTRACTOR TO DESIGN AND PROVIDE ALL Engineer ------------ Lines Below REQUIRED SHORING AND BRACING NEEDED DURING CONSTRUCTION TO MAINTAIN BATH 2 BATH 1 PRIMARY BATH LAUNDRY THE STABILITY AND SAFETY OF THE PARTIALLY-COMPLETED STRUCTURE AND FOR .o - - - - - Guidelines CONSTRUCTION LOADINGS THAT EXCEED THE SPECIFIED DESIGN LOADS. 2_--- 21- - - - -- Fence 11. DETAILS LABELED"TYPICAL"ON THE DRAWINGS SHALL APPLY TO ALL SITUATIONS I 4" 4" 1 1 101 Door Tag OCCURRING ON THE PROJECT THAT ARE THE SAME OR SIMILAR TO THOSE Jeffrey T. Butler, PE, PC 11 1/2" 12" 12" 12" SPECIFICALLY DETAILED. THE APPLICABILITY OF THE TYPICAL DETAIL IS TO BE 206 Lincoln Street LAV. SINK F.A.I. DETERMINED BY THE TITLE OF THE TYPICAL DETAIL. SUCH TYPICAL DETAILS SHALL -- APPLY WHETHER OR NOT THEY ARE KEYED IN AT EACH LOCATION IN THE DRAWINGS. � � WC• DW 101 Window Tag Riverhead NY 11901 1ST FLOOR 12. AT ALL TIMES THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE > > 3" 1 1/2" 1 1/2" 1 1/2" xz Section X, CONDITIONS OF THE JOBSITE INCLUDING SAFETY OF PERSONS AND PROPERTY. THE I SheetA-XXX ARCHITECT'S OR ENGINEER'S PRESENCE OR REVIEW OF WORK DOES NOT INCLUDE I THE ADEQUACY OF THE CONTRACTOR'S MEANS OR METHODS OF CONSTRUCTION. HOUSE C.O. 4„ xz � Detail Tag TRAP C Office: (631 ) 208 - 8850 ONNECT TO POWDER KITCHEN ��� APPROVED /Y SANITARY '�77�I{, Elevation Ta SYSTEM XX g PLUMBING RISER DIAGRAM x 1 Scale: N.T.S. x Axxx x Interior Elevation Tag x Generated by REScheck-Web Software Compliance Certificate t Kramer+deConcibis Project Hamilton Halfter ARCHITECTURE Energy Code: 2018 IECC Location: Mattituck, New York Construction Type: Single-family 260 Hortons Lane, Project Type: Addition P.O. Box 1600 Orientation: Bldg. faces 0 deg. from North Southold, NY 11971 Climate Zone: 4 (5331 HDD) Permit Date: ssr r` st:t� 631 kdcarchite tur-477-8736 l `I _ u ,- 'r,T';t-t ri' � z�,', .i- _ ,1 ,, i. -•''-` r-i*. ;' .- -i'-�5��--' -.` - `•�� >`_ Permit Number: 1.. � .r- ^r^ ,,t r= ',z§.- � .�''`''r' ''�',=�: rf c .i..�4. - r,T}-' 't, `, -r i �`; {�=' �Y ,} zz.- i Y�•.• .+G�L_•��•;--�`}',�j`:,= t�' ' vti� Y.-};�,t! rf, '#��}`i,� i ass -`t1:. ''s- -��i .••�- I� { _).,1, -7��.Y�r-l-. �-+�-4{. r�r.yts•. '`j[ }�'-'ice'_ •'�, s-ti• � yi,.� ,J�'��1.:` •1� }�'�i >l. �^�'�'- �_- AIi Electric falsez,:r� pry-. .;�,,� _.-. .1, L,..l• r�r�,r., ��,`� -I $1�_l - ] � {� ��� `4s �t, �;;. �•j mot, Y._� 1,Z Is Renewable trues rF i i �' 11`�.. �.lt.•, _Hr- {`..� _ i� _'I.i (�'-'r 'ri- -1 'Y-t�_ '-'' `' 1�+_ ?� '},'�- rS.1C :+ i. .` `-T-t- '`>1}-:�-� - ", - =+? _,� '-'�> � Has Charger true r r - ._,. Has Batter y true x fit_ i •r <� ,. ,-=� r;-.r �r' --. (. l I_ L r-; 'r •.-t' J, rue7 "-:f �- Has Heat Pump: f _ t w iL i'' �._�..,r-,w - -�yr4{�- - r;� u.!.� f^ �,_ t 1`Y.-�`.,7 � �..--•,L; ,i`�='T�- �S L'L-�+-,-'�"`T„� ��.?-•-- _ �+` -"'; _ - � �- ,5 .�.`�-z ''L`'- �=x- �.i�l ,--- •{I�i :,F;;.f <,:�,�•-, -�';,r' ,,Zt-•i� , �- . "5�- rt, �,,_rt',�]T�Tin'.,.'I�-�,',�.2_1''_'r Ci r 'ttr 'T I^ �.,.---, --,li��"��.-.Y-,'t��-_'.ssl'' $-•�'�s 11�T':Ll�.s'a -..S�''.A��y �' �-'-�ems�`- t � _ '.:,_..l"_'S���-}r V ,�., �,i �rth :1rT ;�L'14-r• r'S._�. 1,rt- ,:1?.,t'-r rI ', 'S 1 3•- lT -'- ry- `".C" `,-�-1 '';.-c+ -� _?_ti. l '�u� 7r'fir, ]-x r_•- �.,�,r.�:,.'-,-> c,;^'� "* ?.-' `fl 1d T.I I ' 1.�� .a':' {`t .�' --}�'. : -, -'� :' �"�,-'- ;-T-r` � - i Construction Site: Owner/Agent: Designer/Contractor: NI l ; ■ 7 �_ ]_ i l._i_ 11�_,. I _ i I Tl 1 �� �.i I �- �� � l - 1400 Meadow Beach Lane I 1 1 l P11i _ _ 1 i,_ Il 1 _° 1 � I fi � 4� [ Hamilton Hlafter Lr'k 1 2 6 � �' iMattituc NY 1 95I l'I 1I j j`� i-, � �-} '�.� I �: I f �� '��T' � � ■ r;' - 1 1 l L I _ 1. LA 4, 1 l� ��' l Res idence �} � iL. ,. � rI Il lII' 1 l _ es dence 1PT4 I - 7al 00 Meadow Beach Lane UA: 284 Your UA: 232 Maximum SHGC: 0.40 Your SHGC: 0.22 �° �l' l T1 T (' i �'' : I._=I Compliance: 18.3/o Better Than Code Maximuml� I� -� ,, �; I t � i � !I ,I,� � 1 _ i,�.�-, - -# 1,i - -- ��' ].- 1 l�_ 1 i 1 1 Mattituck, N r! c Y 11952 The /o Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. �', 14 I, � [� It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. l •'J.lI I; V I ] ] I-,l L 1 _ _ LL 4 - „- - i-, � -T �-�p' ________ �,. J _ xx >. 11 11 Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab on-grade Ia ij?h, ;i 1J .,I ] r ]i i I !. €1 l.. a. l �! o ;1_ L Y P 9Y P Q +,I',�';I r :� t r assembly in the s eclfied climate zone must meet the minimum energy code Insulation R value and depth requirements. ., 1' J it _ 1 I�I ;�j? , _-.Envelope Assemblies l4 jA r In _ill -I1 t# Cedar Gable (2 Story volume): Flat Ceiling or Scissor 932 49.0 2.4 0.024 0.026 22 24 ' I x i` - I 1 1 1-•1'i 1 1 Cover Sheet I 1 I; _fj yi 7�.. Truss 1'North - Wall:Wood Frame, 16"D.C.o.C. 550 8.2 19.0 0.034 0.060 13 22 Orientation: Front Door 2: Glass Door(over 50%glazing) j- SHGC: 0.26 36 0.290 0.320 11 12 Ll ri Orientation: Front Door 3: Glass Door(over 50%glazing) l- SHGC: 0.17 42 0.280 0.320 12 13 Orientation: Front --� Door 4: Glass Door(over 5D%glazing SHGC: 0.17 42 0.280 0.320 12 13 /�-'� SCALE:As Noted Orientation: Front Casement Window(Type D):Wood Frame -'� SHGC: 0.27 10 0.290 0.320 3 3 Orientation: Front A-000 Project Title: Hamilton Halfter Report date: 04/17/24m Data filename: Page 1 ofll © 2024 Meryl Kramer Architect All Rights Reserved FOUNDATION NOTES: Issue Date: Set: THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF 7/9/24 FOR PERMIT THE ENGINEER PRIOR TO CONSTRUCTION. GIRDER AS SPECIFIED CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA AS PER NYS RESIDENTIAL CODE R 301.2.1 1- ALL CONCRETE 3,500 PSI MINIMUM AFTER 28 DAYS. BLOCKING PER 2-ALL REBAR ASTM A-615 GRADE 60. MANUFACTURES SPEC. GROUND SNOW LOAD ULTIMATE SEISMIC DESIGN CATEGORY WEATHERING FROST LINE DEPTH TERMITE DECAY WINTER DESIGN TEMP. ICE SHIELD UNDERLAYMENT FLOOD HAZARDS JOIST AS SPECIFIED WIND SPEED(MPH) REQUIRED 3-FOOTINGS ARE TO BE INSTALLED ON UNDISTURBED VIRGIN SOIL. THE BOTTOMS OF ALL FOOTINGS ARE TO BE INSTALLED A MINIMUM i OF 3'BELOW GRADE UNLESS INDICATED OTHERWISE. METAL HANGER PER 20 130 B SEVERE 36"(TOP) M to H S to M 11 YES 1984/1998 4-REBAR INSTALLED ALONG THE TOP OF THE FOUNDATION WALLS WITHOUT WINDOWS ARE TO BE INSTALLED 3"BELOW THE TOP OF THE MANUFACTURES SPEC. FOUNDATION WALL.REBAR INSTALLED ALONG THE TOP OF FOUNDATION WALLS WITH WINDOWS ARE TO BE INSTALLED 3"BELOW THE BOTTOM OF THE WINDOW OPENING. 5-ALL SNAP OFF FORM TIES ARE TO BE REMOVED AND REMAINING OPENINGS ARE TO BE SEALED/GROUTED. Typical Joist Hanger 6-THE FOUNDATION CONTRACTOR SHALL COORDINATE WITH THE PLUMBING AND ELECTRICAL CONTRACTORS RELATIVE TO INSTALLATION 11 Not To Scale OF SLEEVES AND OTHER PENETRATIONS PRIOR TO POURING CONCRETE. Nail Sizes 7-THE ENGINEER IS TO BE CONTACTED IF UNACCEPTABLE OR QUESTIONABLE SOIL IS ENCOUNTERED DURING EXCAVATION. - RAFTER Joint Description (common nails U.O.N.) Nail Spacing UNACCEPTABLE SOIL IS SOIL CONTAINING CLAY AND/OR ORGANIC MATERIAL OR HAVING A BEARING CAPACITY OF LESS THAN 2 TONS PER ------ SQUARE FOOT. 1 SIMPSON H2A STRAP PER ROOF FRAMING ( ) 8-INSTALL ISOLATION JOINTS ALONG FOUNDATION WALLS AND AT COLUMN AND OTHER FLOOR PENETRATIONS. RAFTER w/(12)8d COMMON NAILS _ Rafter to Top Plate(Toe-nailed) 3-8d per rafter Ceiling Joist to Top Plate(Toe-nailed) 3-8d per joist 9-INSTALLED CONTRACTION JOINTS IN THE CELLAR FLOOR SLAB EVERY 18'MAXIMUM. - WALL PLATES ; Ceiling Joist to Parallel Rafter(Face-nailed) 3-16d each lap 10-FOUNDATION EXCAVATION IS NOT TO BE BACK FILLED PRIOR TO THE INSTALLATION OF THE FLOOR FRAMING. �V� ��YL K-"4f - STUD WALL I I Ceiling Joist Laps over Partitions(Face-nailed) 4-16d each lap L (1)CSHP18 METAL Collar Tie to Rafter(Face-nailed) 2-8d per tie 11-BACKFILL ALONG FOUNDATION WALLS IS TO BE GW,GRSW OR SP SOILS PER USCS(ASTM D 2487)AND IS TO BE MECHANICALLY > . A • STRAP PER STUD w/ Blocking to Rafter(Toe-nailed) 2-8d each end COMPACTED IN 6"LIFTS TO 95%OF MAXIMUM DRY DENSITY. (1)CSHP18 METAL STRAP PER ; (8)8D COMMON Rim Board to Rafter(End-nailed) 2-16d each end 12-UNDERPIN EXISTING FOUNDATION. CONNECT EXISTING FOOTING TO NEW FOOTINGS AND WALL TOPS WITH NO.5 REBAR DOWELS. N� Rafter/Plate/Stud Connection STUD w/(8)8D COMMON NAILS PER END 9j• 4802 Not To Scale 1 NAILS PER 10"END LENGTH WALL FRAMING o SUGGESTED UNDERPINNING PROCEDURES: 02�. 0 O Top Plate to Top Plate(Face-nailed) 2-16d 1 per foot NEw • To Plates at Intersections(Face-nailed 4-16d A)UNDERPIN PRIOR TO ADDITION OF ANY NEW LOADS ON WALL. p ) joints-each side Stud to Stud(Face-nailed) 2-16d 24"o.c. B)EXCAVATE SMALL EXPLORATORY PIT AT EXTERIOR WALL TO DETERMINE DEPTH AND WIDTH OF EXISTING FOOTING. INFORM Header to Header(Face-nailed) 16d 16"o.c.along edges ARCHITECT/ENGINEER OF FINDINGS BEFORE PROCEEDING. ANCHOR BOLTS C)UPON RECEIVING APPROVAL,EXCAVATE TO THE TOP OF THE EXISTING FOOTING FOR THE ENTIRE LENGTH OF THE AREA TO BE WALL STUD w/0.229"x3"x3" Top or Bottom Plate to Stud(End-nailed) 2 16d per 2x4 stud UNDERPINNED ON BOTH SIDES OF THE FOUNDATION WALL.REMOVE INTERIOR CONCRETE FLOOR AS NECESSARY. BEARING PLATES, 2-16d per 2x6 stud l` (TYP.) 2-16d per 2x8 stud D)EXCAVATE BY HAND BELOW THE EXISTING FOOTING AT NO MORE THAN 3 FOOT LENGTHS.E)INSTALL A KEY WAY BETWEEN SECTIONS. D ALLOW 7 DAYS CURING. 1,2 Drawing Legend: Bottom Plate to Floor Joist,Ba ndjoist,Endjoist or Blocking 2-16d per foot F)BACK FILL AND REPLACE INTERIOR FLOOR AS NECESSARY. g g Face-nailed ( _ _ _ _ _ _ 3 Wall To Be Removed CONC.WALL ) G)DURING THE UNDERPINNING PROCEDURE,MONITOR THE EXISTING FOUNDATION WALL FOR EXCESSIVE MOVEMENT AND/OR CRACKS.FLOOR JOIST FLOOR FRAMING NOTIFY THE ARCHITECT/ENGINEER IF MOVEMENT AND/OR CRACKS ARE NOTED. Wall To Remain Joist to Sill,Top Plate or Girder(Toe-nailed) 4-8d perjoist New Wall 13-DOWEL TO EXISTING FOUNDATION WALL WITH N0.5 REBAR. GROUT SOLID ALL CAVITIES IN EXISTING WALL FOR THREE FEET FROM Bridging to Joist(Toe-nailed) 2-8d each end NEW WALL. New Foundation Wall Orr Blocking to Joist(Toe-nailed) 2-8d each end ANCHOR BOLT Blocking to Sill or Top Plate(Toe-nailed) 3-16d each block -------- Lines Above WALLSTUD • 4'O.C.(TYPICAL) Ledger Strip to Beam(Face-nailed) 3-16d each joist ------------ Lines Below u 12"FROM CORNERS First Floor & Sill Anchors g ( ) 3-8d per - Guidelines 9 Joist on Ledger to Beam Toe-nailed II '' w/0.229"x3"x3" (1)CSHP18 METAL Not To Scale Band Joist to Joist(End-nailed) 3-16d perjoist i BEARING PLATES, STRAP PER STUD ;• (TYP.) Band Joist to Sill or Top Plate(Toe-nailed) 2-16d 1 per foot - - - -- Fence w/(8)81D COMMON FRAMING NOTES: 101 Door Tag NAILS PER END ROOF SHEATHING _ THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION Structural Panels 8d SEE NAILING SCHEDULE OF THE ENGINEER PRIOR TO CONSTRUCTION. 101 2 Stud Straps @ Second Floor Box WOOD FRAMING Window Tag Diagonal Board Sheathing Not To Scale 1"x 6"or 1"x 8" 2-8d per support 1.ALL LUMBER IS TO BE NO. OR BETTER DOUGLAS FIR LARCH WITH THE FOLLOWING MINIMUM SPECIFICATIONS: xx Section X, Header & Post Tie Downs 1"x 10"or wider 3-8d per support FB=900 PSI $ Not To Scale _ FV=180PSI sheetA xxx 2 1/2" CEILING SHEATHING FC PERP=625 PSI E=1,600,00o PSI MIN_ XX Detail Tag Gypsum Wallboard 5d 7"edge/ 10"field 2.ALL LAMINATED VENEER LUMBER IS TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: FB=2,900 PSI X i WALL SHEATHING FC PERP P750 PSI xx Elevation Tag Structural Panels 8d (see detail 10/AO02) E=2,000,000 PSI BEAM (2)1/2"DIA. Fiberboard Panels x THROUGH-BOLTS 3.ALL LAMINATED STRUCTURAL LUMBER IS TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: - w/WASHERS 7/ 16" 6d 3"edge/6"field FB=2,800 PSI x Axxx x Interior Elevation Tag 25/32" 8d 3"edge/6"field FV=290 PSI PERP=740 PS DECK POST 4' 4' EC 2,100,000 PSII x 5 1/2" Gypsum Wallboard 5d 7"edge/10"field MIN. TYP. TYP. Hardboard 8d (see table 3.9) 4.ALL ANTHONY POWER BEAMS(APB)ARE TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: LIGHT WOOD-FRAME WALL Particleboard Panels 8d FB=3,000 PSI (see table 3.9) _ 3 2 3 3 2 3 Diagonal Board Sheathing FV=300 PSI FC PERP=850 PSI PLYWOOD OPENINGS 1"x 6"or 1"x 8" 2-8d per support E=2,100,000 PSI 1"x 10"or wider 3-8d per support PROTECTION;THICKNESS _ 5.ALL TREATED LUMBER IS TO BE N0.2 OR BETTER SOUTHERN PINE AS GRADED BY THE SPIB. POST BASE DEPENDS ON WINDOW OPENING FLOOR SHEA RING_ 6.ALL BEAMS FABRICATED WITH MULTIPLE LAMINATED VENEER LUMBER BOARDS ARE TO BE NAILED/BOLTED IN ACCORDANCE WITH ONC.PIER WIDTH(I) Structural Panels THE MANUFACTURER'S SPECIFICATIONS. 1"or less 8d 6"edge/12"field 7.ALL STRAPS,CONNECTORS,PLATES,BOLTS,NAILS,ETC.ARE TO BE GALVANIZED OR STAINLESS STEEL.DESIGNATED CONNECTORS, ' a o greater than 1" 10d 6"edge/6"field STRAP ETC.ON THESE DRAWINGS ARE MADE BY SIMPSON UNLESS INDICATED OTHERWISE.ALL CONNECTORS,STRAPS ETC.ARE TO BE Kramer+deConclllls o LJ o ° 2 1 2 2 1 2 NOTE: IN LIEU OF SCREWS,LUGS Diagonal Board Sheathing NAILED/BOLTED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. ARCHITECTURE a o WITH NUTS AND WASHERS MAY 1"x 6"or 1"x 8" 2-8d per support 8.ALL FLOOR SHEATHING IS TO BE 23#32 INCH AC TYPE PLYWOOD,TONGUE AND GROOVE,WITH AN APA SPAN RATING OF 48/24. BE USED 1"x 10"or wider 3-8d per support FLOOR SHEATHING SHALL BE GLUED AND SCREWED TO THE FLOOR JOISTS(6"O.C.EDGES AND 12'.O.C. FIELD). SEE 9.ALL ROOF SHEATHING IS TO BE 5/8 INCH APA RATED SHEATHING. SPAN RATING AS REQUIRED TO SUIT SUPPORT SPACING INDICATED, 260 Hortons Lane, Deck Beam/Post A EXPOSURE DURABILITYI,TWO SPAN MINIUMUM. P.O. Box 1600 3 DETAIL ►AIL 1 Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge. If wall sheathing is nailed Not To Scale 3"on-center at the panel edge to obtain higher shear capacities,nailing requirements for structural members shall 10.ALL WALL SHEATHING IS TO BE 15/32 INCH APA RATED EXPOSURE 1 PLYWOOD AND SHALL BE NAILED Southold, NY 11971 3 2 3 3 2 3 �r >a be doubled,or alternate connectors,such as shear plates,shall be used to maintain the load path. (PER DETAIL 10) 631-477-8736 11.SOLID BLOCKING IS TO BE INSTALLED EVERY 8'MAX OR MID SPAN OF ALL FLOOR JOISTS WITH SPANS EXCEEDING 8'. kdcarchitecture.com Gable Roof Plan:7 to 45 de rees CSHP18 METAL 4' FRAMI G 12.DOUBLE JOISTS ARE TO BE INSTALLED BELOW PARALLEL WALLS. STRAPS w/(8)8D 7 L 13.BLOCKING IS TO BE INSTALLED AT ALL POINT LOAD BEARING POINTS. /- 3"No.8 SCREWS 12"O.C. COMMON NAILS PER TYP. 14.24"MIN.SPLICING LENGTH TO BE PROVIDED FOR REBAR UNLESS OTHERWISE NOTED 10"END LENGTH i RAFTER li 15.MAXIMUM MOISTURE CONTENT SHALL NOT EXCEED 19%. • / 3 2 2 3 d WASHER(TYP.) BLOCKING 16.CONSTRUCT LOAD BEARING FRAMING FULL LENGTH WITHOUT SPLICES. • `�1/2"PLYWOOD 17.USE SHEATHING CLIPS BETWEEN SHEETS BETWEEN ROOF FRAMING MEMBERS. r RIDGE BEAM 18.ALL POSTS AND COLUMNS FROM HEADERS AND BEAMS SHALL BEAR CONTINUOUSLY TO CONCRETE FOUNDATIONS INCLUDING Hamilton H lafter GLASS SOLID BLOCKING IN FLOOR SPACES. QQom�►►19.ALL BEARING WALLS SHALL BE BLOCKED AT 4'-0'ON CENTER,VERTICALLY,UNLESS NOTED OTHERWISE. lvvRi Bence Rafter Straps 2 1 1 2 PLASTIC-COATED 20.ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESERVATIVE PRESSURE TREATED,PT. 4 Not To Scale PERMANENT WOOD SCREW 1400 Meadow Beach Lane GLASS ANCHORS 21.FILL ALL FASTENER HOLES IN WOOD CONSTRUCTION CONNECTORS WITH MANUFACTURER'S RECOMMENDED FASTENER. � Mattituck, NY 11952 WOOD BEAM 1/2"PLYWOOD STEEL FRAMING • 1. ALL STEEL IS TO BE ASTM SPECIFICATION A-36 3 2 2 3 ;;t 2x4 BLOCKING AT PANEL EDGES • • STEEL PLATE ~ --- -_- 2. ALL BOLTED CONNECTIONS ARE TO BE MADE WITH A-325 BOLTS. STEEL COLUMN WASHER(TYP.) WALL STUDS,SEE PLAN Gable Roof Plan:0 to 7 degrees 3. SQUARE/RECTANGULAR AND CIRCULAR COLUMNS ARE TO BE ASTM SPECIFICATION A500. • 4. ALL COLUMNS ARE TO BE BOLTED TO STEEL GIRDERS WITH 1#2"BOLTS OR UNLESS OTHERWISE SHOWN ON THE PLANS. ROOF SHEATHING NAILING SCHEDULE \-3"No.8 SCREWS 12"O.C. 5. 1/2"WEB STIFFENERS ARE TO BE INSTALLED AT ALL POINT LOAD BEARING POINTS AND OVER ALL COLUMN SUPPORTS. DETAIL A-TYPICAL ATTACHMENT OF 6. ALL WELDED CONNECTIONS ARE TO BE DONE BY A CERTIFIED WELDER AND CONFORM TO AWS AND AISC STANDARDS. Code Sheet Zone 1 Zone 2 Zone 3 PLYWOOD OPENINGS PROTECTION TO WOOD-FRAME BUILDING PANEL EDGE FASTENING, 5.ALL WELD JOINTS ARE TO USE E70XX ELECTRODES. 8d COMMON NAILS AT 3"oc STEEL COLUMN FIELD 6"O.C. 4"O.C. 3"O.C. 6.ALL GIRDER SPLICES ARE TO BE MADE ABOVE COLUMNS. -' ALTERNATE TO 120 MPH CERTIFIED WINDOW PANEL INTERMEDIATE FASTENING, STEEL PLATE EDGE 6"O.C. 4"O.C. 3"O.C. INSTALLATION: PLYWOOD PANEL WINDOW AND 8d COMMON NAILS AT 6"oc DOOR PROTECTION FOR WOOD FRAMED BUILDINGS WALL SHEATHING,SEE PLAN, • V ° FOR ADDITIONAL STRUCTURAL NAILING REQUIREMENTS, FEFER TO"FASTENING LONG DIRECTION PERP.TO CONCRETE PIER FRAMING,ENDS STAGGERED SCHEDULE FOR STRUCTURAL MEMBERS"-NEW YORK STATE CODE BOOK. !i! SCALE:As Noted A e'O ' d 10 Porch Beam/Column Anchor 5 Simplified Roof Sheathing Nailing Schedule A-002 Not To Scale Not To Scale 7 Typical Wall Sheathing Layout & Fastening Not To Scale © 2024 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 7/9/24 FOR PERMIT W114001favffSCHEDULE ROUGH OPENING NO. QUANTITY MANUFACTURER TYPE GLASS RO Width RO Height EGRESS REMARKS A 2 LePage Millwork Casement Low E 366, Clear 2'5" 3161/2" NO B 2 LePage Millwork Casement Low E 366, Clear 215R 4101/2" YES \�-�EREDgRC C 4 LePage Millwork Casement Low E 366, Clear 219" 4161/29 YES D 2 LePage Millwork Casement Low E 366, Clear 219" 4101,/2" YES E 2 LePage Millwork Casement Low E 366, Clear 115" 2101/2" NO F 1 LePage Millwork Awning Low E 366, Clear 1119" 2101,/2" NO v� 0 �. � 24802 �- G 2 LePage Millwork Custom Low E 366, Clear 417 7/8" 3'61/2" NO DIRECT MULL: CASEMENT of NEW H 2 LePage Millwork Custom Low E 366, Clear 51117/8" 4161/2" YES DIRECT MULL: CASEMENT. NOTE: CHECK IF DOUBLE MULL WIDTH IS AVAILABLE FOR 51-0" I 1 LePage Millwork Custom Low E 366, Clear 8110 3/4" 4161/2" YES DIRECT MULL: CASEMENT- FIXED. NOTE: CHECK IF TRIPLE MULL WIDTH IS AVAILABLE FOR 9'-0" J 1 LePage Millwork Custom Low E 366, Clear 8110 3/4" 316 U20 YES DIRECT MULL: CASEMENT- FIXED. NOTE: CHECK IF TRIPLE MULL WIDTH IS AVAILABLE FOR 9'-0" K 1 LePage Millwork Custom Low E 366, Clear 6110 3/4" 3161/2" NO DIRECT MULL: CASEMENT- FIXED L 3 LePage Millwork Casement Low E 366, Clear, Tempered 219" 6101/2" YES M 2 LePage Millwork Custom Low E 366, Clear 417 7 8" 610 3/8" YES DIRECT MULL: CASEMENT. NOTE: CHECK IF DOUBLE MULL HEIGHT IS AVAILABLE FOR 61-0" Drawing Legend: N 2 Le Pa a Millwork Fined Glass Low E 366, Clear 9'15/8" 2'01/2" NO _ _ _ _ _ _ ; Wall To Be Removed Wall To Remain WINDOW NOTES: New Wall - ALL FIXED UNITS TO BE SASH SET TYR, UNLESS NOTED OTHERWISE New Foundation Wall - QUOTE TO BE SUBMITTED TO ARCHITECT FOR REVIEW PRIOR TO PLACING ORDER Lines Above iCHEDULE - CONTRACTOR TO VERIFY R.O. ON WINDOW QUOTE PRIOR TO FRAMING WINDOW � ------------ Lines Below 1 - LOW-E 272 GLASS TYR --------- Guidelines - MUNTINS: PUTTY — — — -- Fence - WINDOW HARDWARE: CONTEMPORARY, WHITE sos Door Tag - EXTERIOR FINISH: CLAD, 430 RAINWARE WHITE, UNLESS NOTED OTHERWISE - INTERIOR FINISH: PRIMED. FINISH AT BATHROOMS: PRIMED. COLOR TBD - CASEMENT OPERATION: CRANK sot Window Tag - ALUMINUM SCREENS W/ INVISIBLE MESH AT ALL OPERABLE WINDOWS, UNLESS NOTED OTHERWISE _ - REFER TO PROJECT NOTES FOR ADDITIONAL SPECIFICATIONS xx Section SheetA-XXX zx Detail Tag SKYLIGHT NOTES: x zx Elevation Tag - VELUX ELECTRIC VSE-MO4.2004 "FRESH AIR" hard wired to Jbox - QUOTE TO BE SUBMITTED TO ARCHITECT FOR REVIEW PRIOR TO PLACING ORDER x - CONTRACTOR TO VERIFY R.O. ON WINDOW QUOTE PRIOR TO FRAMING x O x Interior Elevation Tag - LOW-E Clean, Quiet, Safe Glass LAMINATED GLASS x - EXTERIOR FINISH: CLAD, ALUMINIUM - INTERIOR FINISH: PAINTED - W/ VELUX SCREEN - REFER TO PROJECT NOTES FOR ADDITIONAL SPECIFICATIONS Kramer,de Conciliis ARCHITECTURE 260 Hortons Lane, P.O. Box 1600 Southold, NY 11971 TYR WINDOW ELEVATIONS 631-477-8736 kdcarchitecture.com I I Hamilton HI to after Residence 1400 Meadow Beach Lane --- --- - Mattituck, NY 11952 TYPE: A SIMILAR TYPES:B,C&D TYPE: E TYPE: L TYPE: M Window Schedule SCALE:As Noted A-003 © 2024 Meryl Kramer Architect A11 Rights Reserved Issue Date: Set: 7/9/24 FOR PERMIT 3 4 1 2 A-301 A-301 A-301 A-301 �N SRED,gRc LK 20'-0" �-4 ---------- — -------4---------- N� , — >. o 1 1 '9� ?4802 Q- r----------- ——————————————— -, 1 OF NEW�O I PORCH ABOVE I 1 SLAB ON GRADE 1 `�• I I ::, I o REF.STRUCTURAL I `' I I � DWGS. Drawing Legend: Wall To Be Removed 20'-0" I 1 1 Wall To Remain E.Q. 6-8 1/4" E.Q. I 1 New Wall New Foundation Wall I —————— I I -------- Lines Above r L---------- • L—C) -------� �—� - ------------ Lines Below 1 00, -i - FIREPLACE& — — — — — Guidelines d HEARTH I — — — -- Fence ABOVE I soi Door Tag I I 2 2 ------- __ I I A-300 RELOCATE EXIST. EQUIPMENT TO �__- - 1 FOUNDATION A-300 101 Window Tag REMAIN AS NEEDED FOR NEW VENTS; REF. CONSTRUCTION . STRUCTURAL xx —� Section X, �. SheetA-XXX -------�- ; --------------------------------, 1 I xX N � Detail Tag UP LAB ON GRADE I I I I EXIST.STAIR: NO WORK m j j I 1 REAWA S AT FOUNDATION VENTS, x m TYP. REF. PROD. NOTES ---------� I I I xx Elevation Tag I 1 WATER I HEATER TO i I I x BE RELOCATED � I I x Axxx x Interior Elevation Tag ' I ( x j { l NEW CRAWL EXIST.GIRDER�3�2'=X-6" --- REF.STRUCTURAL I ( N DWGS. I I r 01 I I I A-300 — ACCESS FOR LU o I I A-300 NEW NEW CRAWL LZ CRAWL i I l t o 10 I I z UNEXCAVATED EXISTING UNFINISHED LOci I; i I m 1 I BASEMENENT No N o L, I I I U) 100 AKramer+deConciliis o a ; I I 1 1 I ;; M EXISTING UNFINISHED I X BASEMENENT/ 8" 4" w MECHANICAL `t - ---------- -- - --------------- ---- --I-� 1 .3i : ,,•;:<t: I 260 Hortons Lane, NEW 2"P.C.'RATSLAB'AT --- ---------- r --- P.O. Box 1600 PORTION OF EXISTING ------ 0 Southold, NY 11971 h ; BASEMENT EXIST.GIRDER(3)2"x 8" - --------------- 631-477-8736 kdcarchitecture.com BON I AIDE o r� 1. . - - 1 - - ---- x 1 ----- �----------_--------- ------ x ------- - - -- - - - --- --- - -- - -- - - - --1— 1 1 6'-0" 21'-0" i ----TANK---- Hamilton Hlafter Residence DASHED LINE INDICATES 1400 Meadow Beach Lane CANTILEVERED WINDOW BAY ABOVE Mattituck, NY 11952 Foundation Plan - - Scale: 1/4" = 1'-0" 3 4 1 2 Foundation Plan A-301 A-301 k A-301 A-301 SCALE:As Noted A- 1 00 © 2024 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 719/24 FOR PERMIT 2 -200 V-2OO 3 4 1 2 A-301 A-301 A-301 A-301 \��ERED ARC' L K� 8 3/4" EQ EQ EQ 8 3/4" �Fp k 9�F ?4802 Q�. In pF N ON.lO COVERED PORCH 0 STONE FLOOR Drawing Legend: [ _ _ _ _ _ _ Wall To Be Removed E.Q. 3'-10" 4'-10 1/2" 3-10" E.Q. Wall To RemainNew Wall -------------� ` New Foundation Wall ' -------- Lines Above —4)- - - --- - - - - :. ------------ Lines Below Guidelines LO • I I I --•-------- Fence 1 1 - I I V 1 A I I sos Door Tag g WOOD-BURN. i O 1 N . FIREPLACE A-4 03 I I - I 2 I Lo /2"� -- - -- A-300 _ \� �/ -_ - - - -- -- — -- -- -- -- -- -- -- window Tag __ALIGN } - - — — — - - -- - -- - — WINDOWS A II SITTING RM. I zx -, Section X, -- ---- - ---------- --- � p WOOD FLOOR 1{ I eet 00 EXIST.STAIR: NO W0 � � `I�r - - _ S -i S ! III WOOD FLOOR i_~ \ X III III WORK m xx Detail Tag III III 5 1/2" r I TON_ BOARD DIRECTIONLO III III 3'-1 1/4 8'-8 3/4"VIF ;� `11 ST00� III �l I ( X I "' Elevation Tag III LIB LL 101 _ I BENCH &HOOKS' = I' x I 2 ,� iy III I BUILT-IN BYG.C.11 O '' x Axxx x t III EXIST. PANELING--,,,", I I II 'II o O Interior Elevation Tag TO REMAINI 1 IIIII I r-I I N x y J I � r r-� _- J I POWDER'' �� - - ¢ Lf N < III rA 11 STONE FL. N MUD ROOM I LU - ;-I III A-600 I I o I o VANITYI STONE FLOOR I i 1 60 O1 III II BY OWNER I �. ------------------------------------------------ 1 O N A-300 III BARN DOUBLE I r j Io ENTRY A-300 N N I I ( HEIGHT SPACE I © '-' HALL I �' ; ¢ KITCHEN CABINETRY BY OWNER J LIVING ROOM I ----- - N BUILT-IN CL. BY G.C. STONE FLOOR III II NJLu j TI I --------------------------------- 60 UNDER _- iI � _STOR.CTR. REF. ___ E -_ _-_-_______ i I Y1 I ,I ' ARCHITECTUREDGE OF EXIST.LOFT ABOVE _BUILT-IN BUFFET Kramer, deConclis BUILT-IN DINING CABINETRY rA > B o ----------BY OWNER ------------ III - - - > -- - KITCHEN II A-603 III A-603 3 1/2" I WOOD FLOOR - 1 III I I r I -�- - - y - -!- 260 Hortons Lane, le .r_\ -- --� — _ -- --- P.O. Box 1600 III EXISTING SPACES THROUGHOUT: I I I } -_ .. Southold, 0 11971 I ( ( NEW INTERIOR TRIM NEW INTERIOR DOORS III - - I ( WALL FINISH,CEILING FINISH, BARN BEAMS I I - HB BED kdca�chitect 6e.com III AND PANELING TO REMAIN I I STONE �! , III 11 RM. N STOOP ll ----------- ----- ----- -------------- ------- DINING --- II ( 1, ".`-- �� I ( ( III LO EXIST.WOOD FLOOR _------------- - - - --- - - -- -- -- -- —Lt � 1 , III II � ------------------ -� ------ ---------- - Eq I EQ III III 51 2" o III III 9 _Q0 III I I 6-0" OVERALL 21'-0" A-500 - Hamilton Hlafter ------------- ------------- � _ Residence UP 1400 Meadow Beach Lane OVERALL 38'-1" Mattituck, NY 11952 V.I.F. 3 4 1 2 First Floor Plan 1 First Floor Plan A-301 A-301 A-301 A-301 Scale: 1/4" = 1'-0" A-200 SCALE:As Noted 1 A- 101 © 2024 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 7/9/24 FOR PERMIT 3 4 1 2 2 A-301 A-301 A-300 A-301 -2� \S-�ERED qR 0 i 0 024802 O�NEW_(O FLAT GRAVEL ROOF E.Q. I E.Q. 3'-8" E.Q. E.Q. Drawing Legend: ALIGN ALIGN _ _ _ _ _ _ Wall To Be Removed WIN OW WIN OW Wall To RemainFLOOR + D OR + D OR New Wall - AT 1ST FLOOR Q - _ AT 1ST New Foundation Wall H — — -� — -——————- Lines Above \c ------------ Lines Below - --- rl --------- Guidelines 1 " Fence 0) 4'-5 8 / 3 1/2" soi Door Tag YOO1 FLAT GRAVEL I 1 A-3CI0 ROOF ALIGN WINDOWS A-300 — -- -- -- -- --- --- — \ -- - — Window Tag I- - - B -- N - -- — — 6'-0" WINDOWS 1ST+ 2ND BEDROOM 1 I� FLOORS --- (PRIMARY) xx —� Section X, SheetA-XXX I ALIGN W/WAL WOOD FLOOR x J If BELOW -__ BOARD DIRECTION I I W xx Detail Tag � ON I == II � III 3'-0" 3 1/2" 5'-5"VIF 3-0" D CATHEDRAL CEILING CLEAR " III x � - - - - --- - __- �� " QUIETROCK ACOUSTIC TREATMENT ALIGN xx Elevation Tag BEDROOM 3 A �—'— CUSTOM SINK I AT BEDROOM-DRESSING ROOMi� — — WINDOWS_ A-602 I SHOWER I BY G.C.. AND BEDROOM-OFFICE INTERIOR py 1ST+2ND UILTIMDESK I � 1i -------DEMISING WALLS ------------- -----'; FLOORS x I SKYLT. I BY C. r o M ' I ABV. I N BATH 1 G. I ��_ N x Axxx x Interior Elevation Tag I TILE FLOOR I h -_i \ 2 -- -- --- - OP -- --- - —- - -- `, F `-i CN UP, OPEN TO• EN TO N I r I — ---- ---- - ------- i=— -- - - 1 =_ - LT-IN ETG.C. �v < BELOW UP I I �-I � CY) B .L W 206 -= , B I B G I LLI \ ' Lu Cy , > u ' L" III \ _- ALIGN p, ' 1 Iif I UP, _JA1 UP A o 1— _ -__—V€�T:; _ 'b —_ '-DRESSING-— —— —— —— —— DOORS A-3C►0 N __I-_ m A-604 WOOD!FLOOR # II WOOD FLOOR I „ N WINDOW I I � � � A-300 II � ----- � ;i II u , I I I ----- - -� a' B 1203 N u 3'-0 7/8" — 207 BUILT4N CAB. -- D w A-604 �' 1 Kramer,deConcih s � N - ° BY G.C. I \ ----------------- -- , O' --- cV ' cV W fh ^— _ I / � ', �. EXISTING LOW WALL----- — �- BY C I N -- - -� - ----• l j - -, ARCHITECTURE -I VANITY B WNER �- --��_ � CC14 0o i - - - ' _q ., i� - 3 1/2" PRIMARY BATH 3 1/2" ' EXISTING _ o CLOSET BELOW WINDOW I m=_ - _ _ ___ TILE Loon I III I O \ I SHOWER I \ & ROOM SHO ER ' m ELECTRICAL 260 Hortons Lane, m C.L. , o - � CLOSET � o r i,__ �-- I — N CLOSET , , - - - N o TO REMAIN P.O. Box 1600 o RELOCATE AS Southold, NY 11971 FLAt REQ. FOR NEW GRAVE TUB i A CABINETRY 631-477-8736 A-601 i kdcarchitecture.com �04 — EXIST. LOFT ABOVE BEDROOM 2 IV'NDD _ --- _ _ ,touj �-� - - -- ------- ------- - —--- ,� \ , Y Lol -- -- ---- I ---- ---- -- EXIST. LOFT ACCESS TO BEDROOM 3 5 /2" 51 211 BATH 2 -; 104 m LO 5'-0 1/8" 1 coov ; 6'-0" OVERALL 21'-0" 4 � , I �'� ------- ___ --- ----- --�------ -�: --I ---- --- Hamilton Hlafter - - - - — - - — — Q — Residence 7'-7 3/8" 5 1/2" 2-11" I OVERALL 38'-1" ADDITION OVERALL 27'-0" 1400 Meadow Beach Lane V.I.F. Mattituck, NY 11952 A-200 1 3 4 1 2 Second Floor Plan A-301 A-301 A-300 A-301 ' V Second Floor Plan � Scale: 1/4" = 1�-0�� Loft Plan 2 Scale: 1/4" = 1'-0° SCALE:As Noted A- 1 02 © 2024 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 7/9/24 FOR PERMIT SRED A PITCH ROOF TO \\ / PITCH ROOF TO �� DRAIN TO SCUPPER \ I / DRAIN TO SCUPPER \ I � \ I / tn.` FLAT\\ GRAVEL // �. �24802 \ ROOF / OF N Ew \ I / \ I / \ I / \ I / \ I / Drawing Legend: Wall To Be Removed CHIMNEY Wall To Remain New Wall I . , New Foundation Wall -------- Lines Above PITCH ROOF TO ------------ Lines Below INTERNAL DRAIN 1SLOPE -SLOPE - — — — — Guidelines i - ---- -- -- - 12:8 i 12:8 1 — — — -- Fence I sos Door Tag ' I i I ! RAVEL - G ROOF sos Window Tag i I f' is i I I L: x i Section,I I x con X Sheet A-XXX : NEW CEDAR SHINGLE RO 0 FING TYP.AT i i' II i , : � I x GABLE VOLUMES Detail Tag SKYLIGHT : � x I . : I SLOPE I� a . 1 i r I , I 12:8 Elevation I � � Tag : i i � I SLOPE I , I. I / I, 12:8 . i I x : , t i ! �I I ; x Axxx x Interior Elevation Tag I : : , EXISTING TIN ROOF WITH NEW CEDAR SHINGLE SLOPE f I 1 M TYP.AT GABLE VOLU ES 1 , i : : r 12:8" I i i : I 71 I J 1 i I 1 i : I r i , SLOPE L P , I SLOPE E I : SLOPE � SLOPE =--� r , 12:8 2 12:8 FLAT1 :8 Kramer,de Concih�s 12:8 � . I AR CHITECTURE GRAVEL f - ROOF I , : 0 - , i : a I I , ! r , � I If : - -- - _ 260 Hortons Lane,ae I P.O. Box 1600 Southold NY 11971 I I � - . _ 631-477-8736 i -PITCH ROOF TO kdcarchitecture.com SLOPE SLOPE �- - INTERNAL DRAIN . f I i 12:8 12:8 1 4 - I : ! I , , ! i . i : ; Hamilton Hlafter SEE GREENLOGIC SOLAR PROPOSAL FOR Residence SOLAR PANEL LOCATIONS-RELOCATE ROOF VENTS ETC.AS REQUIRED 1400 Meadow Beach Lane Mattituck, NY 11952 Roof Plan Roof Plan Scale: 1/4" = 1'-0" SCALE:As Noted (Ij A- 1 04 © 2024 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 7/9/24 FOR PERMIT EXISTING TO REMAIN W ►- o - x o U W Z Z — — — ri — -�, : - — — — -- - — — — — —_,_— T.O.. — ---- —— — —- -- -- -- -- - - — — — -- --- — - — - - 1 I - — — — - -- - — — — — — — a T O Roof Ridge I , 2 T 5'_8„ �1 . - 1 I r' ri 1 12 L 1 8 1 � 1 1 I I - - E R E D NEW CEDAR SHINGLE ROOFING AT---- I 1 12 - - - - \- q,Qc , _ C? Y 1. K II ,1 R EXISTING BARN STRUCTURE '1 1 �i I R9 8 �+ , I 1� � i 17 I 1; Fi r 1 F � I 1 I 1 C� '� I I x 1' k 1 r 1 O I e 1 i 1j, 1 I 1 1 I1 , 1 -- - cn 6' I L I� I � 1 I I 1 a - I I - - 1 _ I I -- a- r I �/ I II I 1 1 1, 1 1 1 1 1 4 1 � 8 2 O K I' , II I 1- - 0 Q- 1 I !1 1 'I ' I I � i I 1 T.O. 2nd Flo or Plate - - - - -- - - __ _ O - _ _ - - 1 - - - - - - - - _. _ _ - T - N W I I 11 1 I ~r � . E '� I � , - _ " ' -_ 17-3 -, - _ _. _ -. 1 1 - � I O1E I - _ — I I r✓ NEW WINDOWS AT EXISTING BARN I I I G I 1 I I I 1 I 'I T 1 : 11 1 STRUCTURE 1 I I ' 1 II I , 1 I : I � I 11 - II . O I _ I' I' I 1 I I 1 .I I 1 III . 1 f' 1 L - D I 11LE I 1 - - - - _. - ,_. _ I 1 I - - -- - -1 I 1 , 1 1 1 I 1 I 1 .- 1 I 1 NEW CEDAR SHINGLE SIDING AT EXISTING r' ',I , - i r r 1 I I I I I I 1 ''i _I i � i B I ARN TR T RE 1 .1 I I`'' � i II I� S UC U 1 i 1 I I I; II I r T�r , �O �LniT 1 I 1 `r, _ I D - , I.O -G I I -- �I G I'i - - - O I i 1 I I 1 ,,I 1 L- I 1 1 II I '1 1 1 I 1 1 1 ' „ - { _ - L. 1 : Drawing Legend: f N I T.O. 2n d Floor Sub Floor Match Exis t. VIF Wall To Be Removed IO I 1, I-i e oved n s - - ) -1 _ 1 1 - - 9 14' 1 -- 1 � 6 / Wall T L 1 1 I a o Remain — — — — -- -- — — -- — — - - -- --. - I =. I I 1 1 1 I I -, - 1 New Wall - _ l iI a I I 1 II "I 'I 1 r I i , - - I 1 1 1 I1 I I New Founda 1 T ton Wall I 1 - 1 T.O. F 1 1 1 I ' st Floor Plate i r Lines Above r I I 1 : 1 : __ - - - I ' '' _ � - - - I I I - � ------------ Ines Below III _ - - T L. lu — � I I1 - { F Ill 00 11 _I — — — — — Guidelines J I -.I _ 1 -- - � u 1 Fen I 1 ce I f? I 111JL 1 I I f '1 II I: � I I I I 1 I .I k{ I I ITJ� I M I M O I I I -- — I 101 I . - I �' J I, I`.I /I Door T a , f g I a I , 6 '1 2 - 1 O"t J II- 1`,-'I I I I - 1 O k �. �I R -_ - I 11 E El - . ._. + I , 1 _ I , b I I 101 I r 1 [ju 1 I i w_ _I I ! I 1 , 1 �' 1 Indow Ta:: 1 , 1 g 1 1 � 1' . i0 �I i' t�` - I-- N1 i 1 I d'Y 1 �' 1 . , l 1 1 I , 1 1 r II 1 _ s 1 I'-_ I I: 1 1 1 I T.O. 1st Floor Finish r- - - -. 1 L o n sh Floor Match Exist. VIF - �. - - - - -- - - - - - - - ---- -- -- I ( ) _ - - - - - --- - - - ------ - - -- - ----- - - --- xx Section X - --- - - I I I 1 1 I it ;I , h A I � 7 S eet XXX I x Detail Tag xx -------------- O AREAWAY FOR x BuildingElevation - South xx Elevation Tag � FOUNDATION VENT Scale: 1/4" = 1'-0" x x O x Interior Elevation Tag x NEW ADDITION EXISTING TO REMAIN Kramer+deConciliis ARCHITECTURE . . I' - -- -- - T - - - - -- - - - - - - - - -- - - - - T O Roof Ridge � - - - - - - - - - - - - - -- - - 260 Hortons Lane i-I I Z _ 25- „ � NEW CEDAR SHINGLE I 8 P.O. Box 1600 ROOFING, I I 0 G TYP I I Southold NY 11971 19 1 - .'I i -_ I I I 'I 1 , STUCCO CHIMNEYZ" - - ' 1 , 631 477 8736 I .'_ I I' I! I' I r 1 I 1 kd ar hit c c ecture.c m 1 I I 1 1 0 12 - - I - - I I , , -- - 1 L I I I i META GUTTERS&DOWN P 0 N SPOUTS,TYP. 8 I rl II AT GABLE VO LUMES 1'1i I I I 1 I� II 1 1 - - -- - I 1 I 1 - - , , I i.- 1 I . . - METAL CLAD WINDOWS, P r I I 0 STY . i 1 : . - 1 1 , I I 1 I I I 1 I I 1 _ 11 I I I 1 , . I- 1 I . 1 T.O. 2nd Floor Plate -- — -- - -- _.: _- --- -. 1-- -- -- — - —- —! — _—_ 1 -I �I--- � _- _:_I � _ _ - - _ _. _ _ -I - -- -. .. - - -- - - - - - - -- - - - - !"1 I - - -- - ^' O -- - O : 17-3 CEDAR SHINGLE SIDING TYP. �F � 1 1 -- I ■ 1 i - r I. 1 i II r ,, Hamel I 1 nH 1I. to I afte r H - . H - D - - I 1 I' 1 -_ ■ I I I', R 1 _ widen ce I' �1 O I� I CEDAR FASCIA BOARDS AT FLAT PORCH I I 1 I 1 I 1 1 1 I I` 1 1 1 1 I 1 I1 1 I 1 1 ' 1 � I 1 I, 1 �I 1 - B - - - - - - ! - B 1400 Meadow Beach Lane� I .�. 1 a e 1 ROOFS TYP ------ I I I II I ! _ __ - - I - - - - - Mattituck NY - . . - - - 11952 k - I _I T.O. 2n d Floor Sub Floor M t a ch Exl A. V s IF I I . ! I ( ) 1 __ 1 N I I , I -- - ,r+� I I i - I Ili I IT I . -F. -- - - I n. p' . Ili - �C 9- 14 O 6 / 1 I 1 I 1 , 1 1 , - - - - -- - O- - -✓ - - -1 - - - I , -. ,, 11 1 1 I- - -- 11 . — � OI O 1 - -- 1 1 I I - - -- - -- - -- -- — — — — - -- — - -- — — — — — - -- --T{ - - T i — _— __ O1 0) 1 - 1 I —I T.O. 1st Floor Pla I -- - - I ----- --- - - - 11 T 0 to i 1 I , 8 5 5/8 - . 1 - - 1 -I _ I I, O - CEDAR-WRAPPED COLUMNS, --CO UM S TYP. 1 1 I I J 7' 1 p A A i� 1: - -- - — Elevations LI a anon s LIJ i I I. ,I 1 _x- 0 r 4 r I I 3 2 I 1 1111 i - -- I 1 � --- 1 1 I I I I l I L 1 I 1 11 � I I :1 � , I . 11 1 I I I - I I I II . . 1 . I el ___U �-1 , � , , . �1 Ili T.O. 1 st Floor 11 1 L --- - - - I _ 1l1j , 1, 'L I — l �r ; � _17� L._1_ 7� , L L 1 � 1 1 1 ! l I -- -- T -- -- - 0o Finish Floor(Match Exist VIF) { �- SCALE:As Noted \_ HOUSE SCONCE ON WALL BEYOND,--/ . - ___j COORD. LOCATION OF BLOCK& WIRING w/ARCHITECT,TYP. BuildingElevation - North 2 Scale: 1/4" = 1'-0" A-200 © 2024 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 7/9/24 FOR PERMIT / -- W / = o / U Z Z / - -a T.O. Roof Ridge tj 25'-8 / } T ' I / NEW CEDAR SHINGLE ROOFING,TYP.AT / GABLE VOLUMES Y L I( _ a a � 1 �9 1 I I 'I F to I n 12 I � - / ' N 8 r ' II " : I I �- I T.O. 8 0 2 - 2nd Floor Plate � O OQ- / j i. F 11 ! I � _ � II I / METAL GUTTERS&DOWN SPOUTS,TYP. -�� 17 3 NW E / AT GABLE VOLUMES !, I t - - - -METAL CLAD WINDOWS,TYP. / 'l I — — it— r_ c' -- --- - - ---I I +1 I1IIiI EI � —I „I ! I I' , ' I L�I I I-1II1III'1 II II i-" I I,II I�1IIIIIIIIi '- ,VIIl- I ' !;-I,I_I~-'.!,:Ii'I'♦-��'i,yI��':�''I,'IIII'�IIII1 -_, �-I I IcCEDAR SHINGLE SIDING,TYPICAL AT GABLE ,� - VOLUMES -I 4 I. �'- I 'I �I ! - _-II�II'I1IIi- `_ � - I III ji — — — — —��--------- — - --------- - — O - _1 - - " \\ _DrSaX11• xx•0w — 1 i n•R•— L , e•- — e n -d. l f - + +1 - + +- T.O. 2nd Floor Sub Floor(Match Exist.VIF) W a ll T o B e R e m o v ed Wall ro Re- 61/4 main New Wall New Foundation Wal l T.O. 1st Floor Plate - - - - - - - - - ------ Lines Above I 8 55/8 ----- Lines Below „ + — + _ I 'I+ — a +—+ —a1 a Guidelines COVERED PORCH Fence * + L METAL SCUPPER & DOWN SPOUTSWa-: DOOrTag 01 + - + _ TYP AT FLAT PORCH ROOF' PROVIDE MOCKUP TO CONFIRM SCUPPER DETAIL IN FIELD w/ARCH. Window Tag - - - - - - -(0 11 Ili --I - - 1- -I I 'I } : T.O. 1st Floor Finish Floor(Match Exist. VIF)— — Section X, 011SheetAXXX P -__STONESTOOF - I - NATURAL EXIST.GRADE STONESTOO 177 HOUSE SCONCE ON WALL COORD. Detail Tag LOCATION OF BLOCK&WIRING w/ ARCHITECT,TYP AREAWAY FOR Elevation Tag FOUNDATION VENT Building Elevation - East C.L.AREAWAY x Scale: 1/4" = 1 -0" &WINDOW ABOVE x Ox Interior Elevation Tag x o Kramer, Cond s ARCHITECTURE Z2 z _ I oRdge 260 Hoo Lane,25-8„ P.O. Box 1600 Out hoN71 -477-8736631 kdcarchitecture.c m 12 8 T.O. 2nd Floor Plate 7'-3 Hamilton Hlafte r esid nce jr 1400 Meadow Beach Lane Mattituck NY 11952 T.O. 2nd Floor Sub Floor(Match Exist VIF 9 6 1/4 T.O. 1 st Floor Plate IT 8, 5 /8 E Elevations COVERED PORCH T.O. 1st Floor Finish Floor(Match Exist. VIF) SCALE:As Noted Building011 Elevation - West Scale: 14 = 1'-0" I A-201 © 2024 Meryl Kramer Architect All Rights Reserved Issue Date: Set., 7/9/24 FOR PERMIT k<1 �24802 NEW�O Drawing Legend: _ _ _ 3 Wall To Be Removed Wall To Remain New Wall New Foundation Wall -——————- Lines Above ------------ Lines Below — — — — — Guidelines — — — -- Fence 101 Door Tag sos Window Tag NEW ADDITION EXISTING TO REMAIN Section X, TYP. GABLE ROOF CONSTRUCTION: (AT ADDITION) SheetA-XXX (REF. PROJECT NOTES &STRUCTURAL DRAWINGS) CEDAR SHINGLE ROOFING ON 'CEDAR BREATHER' t x Detail Tag VENTILATED UNDERLAYMENT xx RIDGE(REF.STRUCTURAL) STRCUT. RIDGE(REF.STRUCTURAL) - GRACE ICE &WATER SHIELD ,LI-I L - i-l�l i _-� -y �Y 1-m -L- - _�1_,..: .1_i. �_ ,_I_- i�L X 5/8"A P T"'fL_ ,= "' T.O. Roof Ridge (Addition) xx Elevation Tag -- — — — — -- — — — — — -- -- — — --- — — — -- -- — — — — - --r `--*, 1 -� '� tom.I''� � — — — — -- — - ROOF RAFTERS (SEE STRUCTURAL) (W/C.C. SPRAY FOAM 12 12 25'-8" INSULATION R-49) 8 nPn �u i1 L n� 8 � - 5/8" PAINTED GWB x �o x O x Interior Elevation Tag P� qFT LEDGER(REF.STRUCTURAL) ,c o (' J __Il �l Cl i it Epp ATTIC + tcps ATTIC U- :'RI E( F.S RU JRA j 3 LO5; A-401 OOF AFT RS JOISTS(REF.'STRUCTURAL F R SIZE) -- TYPICAL SECOND FL DECK CONSTRUCTION: (AT ADDITION) t JOISfS f2EF. TRUCTURAL FpR IZE)' T.O Header -- ((REF. PNO STRUCTURAL DRAWINGS) -: T.O. 2nd Floor Plate OJECT NOTES & 3' 6 3/8" 17-3 I 3/4"APA RATED "SUB FLOOR" o . - FLOOR JOISTS (SEE STRUCTURAL) W/SOUND DAMPENING p PRIMARY U . .. 0o LL INSULATION BEDROOM _ Kramer,deCondhis 5/8 PAINTED GWB a. / ARCHITECTURE 00 0 m VEST. HALL . STAIR Z 2 z 00 ROOM + I N LIDA-401 u LL 260 Hortons Lane, FLUSH F.F. \ P.O. Box 1600 T.O. 2nd Floor FF (Match Exist. VIF) TYPICAL WALL CONSTRUCTION: (AT ADDITION) Southold, NY 11971 9W" TRUCTURAL DRAWINGS) (REF PROJECT NOTES &S631-477-8736 - — — — — — — — — — — — — — — - WOOD SHINGLE SIDING kdcarchitecture.com JOISTS(REF.STRUCTURAL FOR SIZE)..: JOISTS(REF.STRUCTURAL FOR,SIZE)' - DRAINAGE PLANE POP HP CEILING — - WEATHER BARRIER T.O. 1st Floor Plate - 1.5" INSULATED SHEATHING (R-6.6) ' P CEIL SITTING ROOM 8'5 5/8" - 2X6 WOOD STUDS (W/MINERAL WOOL BATT INSULATION R 23) L_ . �❑ L—Ju� 11L \ _ 5R PAINTED G W B •-� K��ITCIIHEN � LO D00 EF LLI n - -—I-- -- ENTRY ti MUD POWDER 60 .Z n. A-401 + HALL + ROOM .. ROOM + iz z z W��o H a m i Ito n H I afte r ILL � � � � � i BURNING FLUSHER ._ FIREPLACE ■ EL. 11.3' I ! -_- EL. 11.3' T.O. 1st Floor FF (Match Exist.VI Residence T.O. Exist. � - --- JOISTS(REF.STRUCTURAL FOR SIZE) JOISTS REF.STRUCTUFtAL,EOR SIZE) '`' - _ _ 0 GRADE 10.0 Found. Wall GRADE 10.0' 1 e EXISTING STRUCTURE -- LL 400 Meadow Beach Lan >. VIF TOP OF NEW FRAMING j" a' _ Mattituck NY 11952 TO ACGOMODATE STONE TILE ACCESS FOR CRAWL L_` CA TYPICAL l . THICKNESS " > — CAL FOUNDATION WALL CONSTRUCTION• I AS PER CODE cn LL w CRAWL v FOUND.VENT AREAWAY 1 = _ o (REF. PROJECT NOTES&STRUCTURAL DRAWINGS) 3 CRAWL CRAWL EXIST. > iv -STUCCO FINISH (ABOVE GRADE), COLOR T.B.S. A-100 .� BASEMENT Q c? _ FOUND.VENT(REF.STRUCTURAL) 1/4" DR E RIGID FOAM INSULATION10 -- - ) -2 AINABL R 6 -- — T.O. Crawl Slab IIIIII IIIII IIIIIIII IIIIII -8� (BELOW GRADE) — — .—.—.—.—.—.—.—.—.—. —. —.—.—.—.—.—.—.—. : A; — TE FOUNDATION WALL BITUMINOUS WATERPROOF LAYER _ t1 _ 1 1 _ _ _ l_ _ -POURED CONCRE 4I — - — T.O. Exist. 1 j = B.O. Footing — — — — — — III � �1�= � I � g - Z I A-100 - Bsmt. Slab o z _ _ -T-O" Building Sections GROUNDWATFIR - h _=I — ,- „ — ,_„ I _ I I = TYPICAL CRAWL SLAB CONSTRUCTION: (AT ADDITION) 21 0 � 6 0 (REF PROJECT NOTES&STRUCTURAL DRAWINGS) (_ -2" POURED CONCRETE SLAB -WELDED WIRE FABRIC -6 ML POLY VAPOR RETARDER Building Section at Addition Building Section at Addition -2" RIGID INSULATION (25 PSI MIN.COMP.STRENGTH)(R-10) Scale: 1/4" = 11-011 2 Scale: 1/4" = 11-0" -8" MIN.CRUSHED STONE DRAINAGE LAYER SET ON UNDISTURBED EXIST.SUBGRADE SCALE:As Noted A-300 © 2024 Meryl Kramer Architect All Rights Reserved — _ — — — — — — — — — — — — — — — T.O_Roof Ridge (VIF) Issue Date: Set: L L L, 21 -2 T.1� 1 J,i , jT :❑ IT_, T_ ' A, 5 ❑1 Ili I I 'p� iI fI Ta i ] L h 7/9/24 FOR PERMIT T f J I - t,.i I ❑J i T Ii- ti r L ❑` f 1 r I; L' 1 1 1 r, T,y� Y r lIJ,rIIIII LJI!,-_ IYi11I J1lT._ I, P 1_ IT: ? 1 L r rT`: ❑i. ❑ Ill T 1 Al-jj i 4 ri 'L '�I'll,-� �1` =1❑-' 'I ��❑ - T'I I�IrI� � I I�L J�.Ti i I J 7 Tj J r. I L�: rJ l LZ i,1 _ r : Pi P, I i_� .1 L .'I r' ' �TT_ ' 1 IL _ _ Z L L IiT,�_ Kilt 1 i �i L`�- L11 T. PIT Li❑ LOFT i- _ I,.',, STAIR BEYOND -- - - i • T.O. 2nd Floor Plate (VIF) r_. 15'-9" r L"r❑i ❑_ RED EYL K ABC i 1 L 1 _❑❑ r��1 - T ❑- T �r T.O. —"--- "— — — n Floor u Floor 9'-61 " 02 �- ❑[1 i .I' _Ji 802 All -� T.O. 1st Floor Plate VIF �CF NEW O T ❑ l.� -!❑ - BARN DOUBLE HEIGHT T_ L!-Il i L_ SPACE L_J i. i I._,lam STAIR 4 DINING BEYOND -i 11 I Ir j_ I, '❑rt_ ilk: Drawing Legend: t Wall ToBeRemoved >L, Wall To Remain ILr[ III L T.O. 1st Floor Finish Floor VIF 1 - ? i ( ) New Wall - -- — New Foundation Wall -——————- Lines Above T.O. Exist. Found.Wall (VIF) ------------ Lines Below - -0'-8" __ — _ —•------- Guidelines EXIST.UNFINISHED - - -- Fence BASEMENT NEW 2"P.C.'RAT SLAB'AT = 101 Door Tag _ PORTION OF EXISTING BASEMENT _ L T.O. Exist Basement Slab (VIF) sos Window Tag FT- --- - - - �xx —' Section X, SheetA-XXX xx r Detail Tag x xx Elevation Tag 3 Buil��in ����Iion at Existin Barn x Scale x O x Interior Elevation Tag x 11 A-401 — — — — -- — — — — = ---"----- --- --- - ---- — — — — T.O. Roof Ridge (Addition) 'STRUCT.RIDGE REF,STRUCTURAL RIDGE REF:STRUCTURAL I ~l_ 1- - L _LL. L Zt i i.I L .r_ 1t1 L- I i_ !I_ i, i •I iI I',I ( ) ( ). li.. ❑I i 1 - �! '[Il ii, I,�L.r ❑. ,Ill ❑ Ij;i 11 � �`� ]Li! 1 .I,i I-! I�_L�:•_ r'. 1 �1 !; JJ I t� 1. i I.IJ,-i�l 1 yl• 1�'��� �� .�1_ T lf`�.itl \�. I I-I`_J� I [!_ _ _l-I RDGEAT I.I I T I,I ! �Ir l tI11 i� ,!� . ) 1❑ ,I-',11 IQrU F�I IIrI �~ i '1 L .. CHIMNEY; 1 ❑_ 'T i 1'_,I _, l - - r- T- -� 1 [r� 4� ; ? � ❑ ]Kramer,deCondh s IIT_11J 1 i )�❑_I 1 _!❑❑ 1 1 l l , 1 , !_ I, j'fIl i I,'�. I ilr STf UOTORAL)' ( .L ti_.,� 1- II REF.STRUCTURAL � ATTIC ATTIC ( I�_l,l l I � r4—`tr � 4-. ,/. :�/_L i,.. �" � ��._I�1"- T_�, I�❑��- I[ •-�,',-1, �[� ARCHITECTURE I , 'LL[`I i ❑I`I I � 1 I 1 ., I IL .. IL_ 1 ' _li ]�It ❑ �r �'a ❑ °5 R ST CT AL" R SI E ,. _ _ _ _ T,_,l I [ _,� _f a ;Q 1 1 _� I -1 : _ ❑1 1i .l _ \ 260 Hortons Lane, JO 5 U i T I (. ) i It` L i�L�'L .I �I I �% �'t .t �P �,�T i_ r i \ \ - �i L � 11,. Y'_� ✓11 4 ATTIC F� lii 1. ��'' _[�-[_,_ I ! } \ P.O. Box 1600 11 ❑ ❑ 3 ❑;_ „ ❑T� -i l -I -1 6 Southold, NY 11971 L T - ATADDITION r � TYPICAL SECOND FL. DECK CONSTRUCTION I JO STS{ EF. RU URA FOR IZE} 1 iL r i./ 1 gtI 1I� rl f, ❑ !_,_all.J L Il'! A-402 i❑ - L ] �_- L ,� (REF. STRUCTURAL DRAWINGS) 631-477-8736 ❑ ) A 402 l�/I� 1 F PROJECT NOTES & l ,11 — — —.—.—.—.—.—.—.—.—.— ❑-, i I[!. 1 l.�l i�._ <II:-F. . I 11 %rL ? _ ._: 01 TS(REF.STRUCTURAL f.l_ 111[ 1 I` !II 1 1�1:l..l _ T.O. 2nd Floor Plate 3/4" W --- -- —"—"— — —"—"—"— — — _.— _ - ❑ — — — — — — —"— —"— —.—.—.—.—._.—. 0 kdcarchitecture.com 17'-3" 3/4„A P RATED "SUN FLOOR" \ 0D FLOORING \ \ - A RAT B FLO " " i,1' L ' I ;'L � Li_ IL,�.I iI' 11J '!JL ! . L \• '\• - FLOOR JOISTS (SEE STRUCTURAL) W/SOUND DAMPENING I I o I �i�1, � l• � li �— i ' -I i INSULATION II � i _t. [ C° : ❑� ❑1_jl�'I �_?'r4 I j > DRESSING -r Ii ❑❑ _I - 5/8" PAINTED GWB �" 9 T fr� ❑ 1 T�- OM BEYONL + PRIMARY "'DRESSING PRIMARY A-401 11 .�L 1J- I ❑ JI )1 111 i.11 il z + 1��l IiJ�! _11 l 11_ .l l M BEDROOM BATH 1r 5 7 -" ' Z •,. � tT �Ll I1� i II.[ ._�LI�[. il'i ti a T,l }l i 1 ❑!� ; I_ I T i '❑ VESTIBULE ? - A-401 A-401 --- ❑ i. _ l T }I1 G J _i1_L A��'i ij I TYPICAL WALL CONSTRUCTION: AT ADDITION i��l � T ❑I LL rl - -I �SH �IDR,; T.O. 2nd Floor FF (Match Exist. VIF) ( ) (REF. PROJECT NOTES &STRUCTURAL DRAWINGS) ■ 9-7 - WOOD SHINGLE SIDING l._ I . ❑_ ! ❑,� �1'I I�- 11 I R F T CT AL " Hamilton Hlafter hl 1,I, III lY� s — : 1 1 I - DRAINAGE PLANE ■ 1 4 r f n ( J IST (REF, STR TUR L FO SIZ ) �'' � `FOISTS(R a A 4_ � EF.STRUCTURALFORSI E) - WEATHER BARRIER { - - -- - - - -- - - - - - - - --- - - �- -- - - - - Residence 1 .I JOIS S -5 15' INSULATEDSHEATHING (R 66) - J015T5 rIL_.II -- Floor Plate - - 2 WOOD STUDS (W/MINERAL WOOL BATT INSULATION R-23) T 0 1 st F I 1 fl It[� a -f1, ❑1 1 f - - " I . ` . - ❑ [❑ _G ILW 8 55/8 578 PAINTED GWB 1400 Meadow Beach Lane L_ I J �- J L ❑� ❑ L-' ❑ ,IJI 9 _ III i1 I_[ 1 i' _ N i.l_.I.Ir Lr` r i I ALIGN L! f ri Mattituck, NY 11952 j �, ��-❑ ❑' ❑ L ❑ Ili _❑ l [�[i�.! ❑114 �1=rI - l , �" co I ".. ill TYPICAL PORCH ROOF CONSTRUCTION: L.. ' - - 1 COVERED PORCH SITTING ,KITCHEN : _ -� ❑ Ij[ ❑ _rn_ (I [; 1 fj❑J L 'i li_tIr l.�L�I REF. PROJECT NOTES &STRUCTURAL DRAWINGS) . RM. + I L _ihi_ _ i _ ti ENTRY HALL!. �- h1 PEA GRAVEL BALLAST 4 I Z + I. �I � ,1_LI 11 -i�11 l !i J .L I-I..,L., .it_,1,1i_ BEYOND � } �I I . 6 1 "j EPDM WATERPROOF MEMBRANE 1_I[ .I;- i L i'! ❑�j.I _ 11_+ 1 [srIINGLwA�L_ 1 LI i A-401 I I 1 L �'L 1_ r[I T i�l I!_z IiI ONTINUES! 1� !I ! i rk I 1 I - RIGID INSULATION PITCH BOARD u iNfERIORi ❑_ 1,1_ _ , 5/8"APA RATED PLYWOOD SHEATHING A-401 h�o I 1 �I f� Xf-HALL _ _ I 1 ❑ 1!�i. �1 I .. . : ❑ :�,L._I_I❑ �� ll, _,_ ,_'l,il_L�1. �_ _Il_-TIII-J] ,"I i',11 I - ROOFRAFTERS, SEESTRUCTURAL L�I I ,11�.� [71, I — — —T.O. 1st Floor FF (Match Exist.VIF - STUCCO FINISH SOFFIT (CONFIRM) i ❑ A-402 _ ) JO S S(R F. S E} JOISTS(REF.STRUCTURAL FOR SIZE} ;.I I ST UCT RAIL OR Building Sections — cV L — V111 y. ACCESS `! F-- NOT F 1• OR CONSTki CTIuN ❑ _ _ _ �° - -'_ TYPICAL FOUNDATION WALL CONSTRUCTION: NEW CRAWL." �. -- — — (REF. PROJECT NOTES&STRUCTURAL DRAWINGS) _ CRAWL _ -- .;`; v : . . : ". ". :... "-. ; � - •: -STUCCO FINISH (ABOVE GRADE), COLOR T.B.S. -2 1/4" DRAINABLE RIGID FOAM INSULATION (R-10.6) F— — — T.O. Crawl Slab ❑ , ,.;" hl I ❑ ❑ ❑"FF 1="—"-- — — —"— — --.— _ (BELOW GRADE) -5'-8" -BITUMINOUS WATERPROOF LAYER POURED CONCRETE FO UNDATION WALL SCALE:As Noted TYPICAL CRAWL SLAB CONSTRUCTION: (AT ADDITION) _ _ (REF. PROJECT NOTES&STRUCTURAL DRAWINGS) -2" POURED CONCRETE SLAB -WELDED WIRE FABRIC A-301 BuildingSection at Addition BuildingSection at Addition -6 ML POLY VAPOR RETARDER 2 Scale: 1/4" - 1'-0" Scale: 1/4" - 1'-0" -2" RIGID INSULATION (25 PSI MIN.COMP.STRENGTH)(R-10) -8" MIN.CRUSHED STONE DRAINAGE LAYER SET ON UNDISTURBED EXIST.SUBGRADE © 2024 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 12 7/9/24 FOR PERMIT if AI02A1 .GW ax - n u'. . .'.'.'. n'.',I .'.'.'.'.'.'.'.'. .' r.'.n.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'r n.'. .'. .'. - A102A9 .GW ax-t CV I, rt Ir.'il P,. Jl. . . . . . I' I. N 23TOVl .LOfl9 .13A "II t" "Ir ,I II r." " " " I I, I 23TOM .LOA9 .93A -- li rl .I'� ,I' - „ ,,.. . . . . . f.7 . .h. ._ •I i l I .'.I., I. I r� i.'3001A JAFIUTOUgT21 i I_ to I.;,. I .Ie� t ' i u .I r. .- .Ii.,.'. I , r JASIUTOUAT2:13An - r. .':':':':' r. .t. i 1:A., I. .'. . .�I'�.rt :P-DA1WAf�d:i TYP.GABLE ROOF CONSTRUCTION:(AT ADDITION) r (REF. PROJECT NOTES&STRUCTURAL DRAWINGS) -CEDAR SHINGLE ROOFING ON 'CEDAR BREATHER'VENTILATED � UNDERLAYMENTI- -1 --� ' -GRACE ICE&WATER SHIELD HALF ROUND GUTTER ► -5/8"APA RATED PLYWOOD SHEATHING _ ED qR I I 6 C' REF. PRO). NOTES `O -ROOF RAFTERS(SEE STRUCTURAL)(W/C.C.SPRAY FOAM INSULATION -__. 20VIIWAAO JA UTOUflT2.93A _ f C�� �(L K � I R-49) -- Y3MMIHO TA 3D41A A01 j - _ I ��V ��� ��� C, -5/8" PAINTED GWB 1 �----�__ -i DITTA I DITTA 1x6 WD FASCIA REF. PROD. NOTESN�A 1x6 WD T&G BOARDS REF. --- _-- _ OF NEw PROD. NOTES r — i Wall Section Addition Wall Section Addition Wall Section Addition 3 Scale: 1 1/2" = 1'-0" 8 Scale: 1 1/2" = 1'-0" Scale: 1 1/2 1 0 Drawing Legend: _ i Wall To Be Removed TYPICAL WALL CONSTRUCTION:(AT ADDITION) (REF. PROJECT NOTES&STRUCTURAL DRAWINGS) Wall To Remain -WOOD SHINGLE SIDING New Wall -DRAINAGE PLANE dl New Foundation Wall -WEATHER BARRIER 1.5" INSULATED SHEATHING(R-6.6) !/ _ / -——————- Lines Above 2X6 WOOD STUDS W MINERAL WOOL BATT INSULATION R-23 ( ;;; �• !� ------------ Lines Below -5/8" PAINTED GWB / — Guidelines Fence _ - Door Tag TYPICAL SECOND FL.DECK CONSTRUCTION:(AT ADDITION) ' ---- _= f J 1 i _ (REF. PROJECT NOTES&STRUCTURAL DRAWINGS) 1 _ - -3/4 WOOD FLOORING 101 Window Ta _ _- g -3/4"APA RATED"SUB FLOOR" -FLOOR JOISTS(SEE STRUCTURAL)W/SOUND DAMPENING i - J - -- INSULATION xx Section X, t '- -5/8" PAINTED GWB SheetA-XXX / 3UJ1 Y31/lMIHO -- x Detail Tag TYP.FLAT ROOF CONSTRUCTION:(AT ADDITION) __- -- (REF. PROJECT NOTES&STRUCTURAL DRAWINGS) Elevation Tag xx -EPDM WATERPROOF MEMBRANE I -RIGID INSULATION PITCH BOARD x -5/8"APA RATED PLYWOOD SHEATHING -ROOF RAFTERS(SEE STRUCTURAL) — x O x Interior Elevation Tag / x {{ CEMENT BOARD W SANDED PAINT FINISH SOFFIT n 1 I,I�I, ,I,III I i I , {,l 4"VIF I OUTSIDE LINE OF I FRAMING PITCH TO DRAIN 1'2„ FLASHING CAP >C ----- - :. METAL FLASHING CAP t Kramer+deConcihis , N CV i ARCHITECTURE -- = BLOCKING AS REQ. FLUSH HDR., --� LO REF.STRUCT.30 + �- 1x8 WD FASCIA�. # ) t _ REF. 260 Hortons Lane - 1 `1 X PROD. NOTES FASCIA: N _ .-r ,- ti / P.O. Box 1600 Kt 1x8 WD FASCIA REF. -- � I '-___ 5/4 x 6 WD BOARDS, Southold, NY 11971 - ' FURING AS REQUIRED AT 1 8" REVEAL. LO PROD. NOTES - iv Q / FURING AS REQUIRED AT DROP CEILING REF. PROD. NOTES — ' " " ' Q 631-477-8736 ch -:,. P i DROP CEILING 1x4 WD T&G BOARDS - - - Jam ' ; 5 1/2 , ;5 1/2 kdcarchitecture.com I ' r7VlIJl30 03990A0 sj AT SOFFIT 5 1/2" u 1 1/8„ i I, /fj J �. PERIMETER OF PORCH SOFFIT: 5/4 x 6 WD BOARDS, 1/8 REVEAL 18 1/2 EXTENDED CASING �- REF. PROD. NOTES - AROUND DOOR PbST BEYOND UNDERSIDE OF PORCH SOFFIT: STUCCO FINISH KITCHEN WINDOW Wall Section Addition Section Detail Porch Wall Section , Addition Hamilton Hlafter 2 �J 7 STONE SILL / -�.5 Scale: 1 1/2 - 1 -0 Scale: 1 1/2 - 1 -0 Scale: 1 1/2 - 1 -0 " Residence 1400 Meadow Beach Lane - Mattituck, NY 11952 .....KI7.CHEN..COU.NTER.............. _ I 1 I � REF. PROJR. NOTES BOARD, Wall Section --- k 10 Scale: 1 1/2" = 1'-0" - I ,. WD. COLUMN WRAP REF. LANDSCAPE DRAWINGS - 1/4 GAP BETWEEN BOTTOM OF m WD.COLUMN WRAP AND STONE „ u :. I FOR STONE&STEP DETAILS, i � ( I ' Wall SeCtl�tl$ TYP. ti PORCH TO AVOID WATER WICKING t +/-21' I i STONE; REF. 1_ LANDSCAPE ARCH. ~ a „ 2 STONE TREAT AT PORCH SET / i I I DWGS. j ON EDGE+ MORTARED TO SLAB; \ / r LL t I - DETAIL TO MATCH LANDSCAPE � ARCH., REF. PROJECT NOTES i, -. , I 00 SEE DWG.4 A 401 _ - SCALE:As Noted - I I , FOR TYP.STOOP DETAIL 'I II _ � ,, ;.. ` PITCH TO DRAIN AWAY FROM HOUSE I. � � I I ' I i COMPACTED__ I I I I - -- - II I ti R SUBG AD III � I I III i i I; I' II -- I I I I I � I - I I REF.STRUCTURAL DWGS. FOR A-401 FOUNDATION Wall Section @ Addition East Wall 4 Section Detail @ Porch 6 Wall Section @Addition North Gable 9 Wall Section @Addition South Gable Scale. 1 1/2 = 1 0 Scale: 1 1/2 1 0 Scale: 1 1/2" = 1'-0" Scale: 1 1/2" = 1'-0" © 2024 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 12 12 7/9/24 FOR PERMIT 8 8 rt) r` TYP.GABLE ROOF CONSTRUCTION:(AT ADDITION) tl —'�--- — - (REF. PROJECT NOTES&STRUCTURAL DRAWINGS) CEDAR SHINGLE ROOFING ON 'CEDAR BREATHER'VENTILATED t; \�� :RED,q� HALF ROUND GUTTER f UNDERLAYMENT r G RYL K �y REF. PROD. NOTES `� ti j -GRACE ICE&WATER SHIELD Y; Q� �� �9� 5 j -5/8 APA RATED PLYWOOD SHEATHING 1 -ROOF RAFTERS(SEE STRUCTURAL)(W/C.C.SPRAY FOAM INSULATION �,.1 * $ 1x6 WD FASCIA REF. 1 -0 ;f (L R 49) / I N PROD. NOTES - -5/8" PAINTED GWB ?4802 1x6 WD T&G BOARDS REF. NEW•(O PROJ. NOTES i Wall Section @Addition (Link)- Wall Section Addition Link 3 Scale: 1 1/2" = 1'-0" 6 Scale: 1 1/2" = 1'-0" Drawing Legend: Wall To Be Removed Wall To Remain New Wall New Foundation Wall -——————- Lines Above ------------ Lines Below TYPICAL SECOND FL.DECK CONSTRUCTION:(AT ADDITION) / TYR FLAT ROOF CONSTRUCTION:(AT ADDITION) — — — — — Guidelines (REF. PROJECT NOTES&STRUCTURAL DRAWINGS) (REF. PROJECT NOTES&STRUCTURAL DRAWINGS) —•-----•--- Fence -3/4"WOOD FLOORING -EPDM WATERPROOF MEMBRANE ' -3/4"APA RATED"SUB FLOOR" -RIGID INSULATION PITCH BOARD soi Door Tag -FLOOR JOISTS(SEE STRUCTURAL)W/SOUND DAMPENING -5/8"APA RATED PLYWOOD SHEATHING INSULATION -ROOF RAFTERS(SEE STRUCTURAL) 5/8" PAINTED GWB -CEMENT BOARD W/SANDED PAINT FINISH SOFFIT sos Window Tag Section X, SheetA-XXX --- -- FLUSH HEADER; REF, x STRUCTURAL xx Detail Tag - xx Elevation Tag 'i 8 VIF 1 : x I ; x O x Interior Elevation Tag j t1 x x FLASHING CAP } : 't -f� 777 777 N it I 'ICI <' I'I I' III N i L I � c-{ f) i ! W FASCIA: N 5 4 x 6 WD BOARDS D 1/8" REVEAL. REF. PROD. LO NOTESKramer+deConciliiS 51/2" 51/2" I ARCHITECTURE - - LL 1 1/8" )8" _ ! REF. DETAIL#2/A402 PERIMETER OF SOFFIT: FOR TYP. FLAT ROOF EAVE 5/4 x 6 WD BOARDS, 1/8" REVEAL / %i « "%i� DETAIL 260 Hortons Lane, REF. PROD. NOTES i P.O. Box 1600 DROPPED CEILING AT ENTRY HALL DROPPED CEILING AT ENTRY HALL Southold, NY 11971 TO ALIGN W/PORCH FIN.CEILING. TO ALIGN W/ PORCH FIN. CEILING. L 631-477-8736 kdcarchitecture.com ALIGN ALIGN EXTERIOR PORCH INTERIOR INTERIOR EXTERIOR PORCH Wall Section Addition Link Wall Section 0 Addition Link 2 Scale: 1 1/2" = 1'-0" 5 Scale: 1 1/2" = 1'-0" Hamilton Hlafter Residence 1400 Meadow Beach Lane I Mattituck, NY 11952 I i I I I STONE; REF. DETAIL 4/A-401; PITCH TO DRAIN r } j STONE; REF. DETAIL 4/A-401; PITCH TO DRAIN N W 1 T JO�ST; N W 1 R. J01 T; Wall Sections R S RUC U AL RE . ST UC URAL . s 7 ; t , , I III I I C --- I SCALE: -- NEW CRAWL NEW CRAWL As Noted I I , I _ I I I - i -__ - I I i _ I v I Wall Section Addition Link Wall Section Addition Link A-402 Scale: 1 1/2" = 1'-0" 4 Scale: 1 1/2" = 1'-0" © 2024 Meryl Kramer Architect All Rights Reserved TABLE R402.2 DESIGN CRITERIA: NOTE:THESE DRAWINGS ARE INCOMPLETE WITHOUT DETAIL SHEETS (ADDENDUM TO I✓RAWING SET). TYPE V WOOD FRAME 6"DIA. MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE MINIMUM SPECIFIED WIND SUBJECT TO DAMAGE FROM CONSTRUCTION BASED MIN COM MIN IVE STRENGTH fc A GROUND SPECIAL SEISMIC FROST WINTER AIR AL ICE BARRIER USE/ ON SECTION 602 SNOW SPEED�ATAGORY XPOSURE TOPOGRAPHIC WIND WIND-BORNE DESIGN LINE DESIGN FREEZING MEAN ERLAYMENT FLOOD LIVE DEAD WALL SHEATHING OCCUPANCY ASPECT TYPE OF OF THE BCNYS WEATHERINNG POTENTIAL LOAD PH EFFECTS REGION DEBRIS ZONE CATAGORY WEATHERING DEPTH TERMITE DECAY TEMP. INDEX TEMP REQUIRED HAZARDS LOAD LOAD ROOF UPLIFT LOAD SUCTION LOAD CLASSIFICATION RATIO CONSTRUCTION MODERATE SLIGHT TO FROM 1998 PERIMIER EDGE ZONE=37.2 psf EDGE ZONE=29.1 psf REFLECTIVE RED PANI'ONE TYPE OR LOCATIONS OF 20 psf 140 B NO NO YES C SEVERE 36" TO HEAVY MODERATE 11 599 599 YES WRMMAPS 140 psf 20 psf INTERIOR ZONE=29.6 psf IINTERIOR ZONE=24.6 psf 1 SFD 1:3 TYPE V (PMS#187) ` CONCRETE STRUCTURES NEGLIGIBLE MODERATE SEVERE TABLE R301.6 ALL NON-ENGINEERED LUMBER TO BE DOUGLAS FIR#2 OR BETTER BACKFILL SHALL NOT BE PLACED AGAINST THE NOTE: 2020 NYS UNIFORM CODE: BASEMENT WALLS,FOUNDATIONS AND OTHER CONCRETE NOT WALL UNTIL THE WALL HAS SUFFICIENT STRENGTH ALL LUMBER THAT COMES IN CONTACT WITH REFLECTIVE ATE 12" d 2,500 2,500 2,500(C) MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE EXPOSED TO THE WEATHER AND HAS BEEN ANCHORED TO THE FLOOR ABOVE, CONCRETE WILL BE AC LUMBER. THESE PLANS HAVE BEEN DRAWN IN ACCORDANCE STROKE PER SQUARE FOOT OF HORIZONTAL PROJECTION Q E BASEMENT SLABS AND INTERIOR SLABS ON GRADE,EXCEPT OR HAS BEEN SUFFICIENTLY BRACED TO PREVENT DAMAGE ALL FASTENERS FASTENERS FOR PRESSURE WITH 2O20 RESIDENTIAL BUILDING CODE GARAGE FLOOR SLABS 2,500 2,500 2,500(C) TRIBUTARY LOADED BY THE BACKFILL(SECTION R404.1.7) TREATED WOOD ARE TO BE HOT DIPPED PUBLISHED BY NEW YORK STATE. SIGN FOR WOOD FLOOR AND AREA IN SQUARE FEET GALVANIZED OR STAINLESS STEEL PER R317.3 WOOD ROOFING FRAMING m BASEMENT WALLS,FOUNDATION WALLS,EXTERIOR WALLS AND SHEAR WALLBRACED WALL DESIGNED WITH OPENINGS, OTHER VERTICLE CONCRETE WORK EXPOSED TO WEATHER 2,500 3,000(D) 3,000(D) FOR ANY STRUCTURAL 3 1/" •r MEMBER PROVIDE 5/8"ANCHOR BOLTS, PERFORATED SHEAR WALL DESIGN METHOD-130 MPH, � �u 36"O.C.,12"FROM EACH CORNER EXPOSURE B 3 SECOND GUST PER R 602.10 AND WFCM PORCHES,CARPORT SLABS AND STEPS EXPOSED TO THE U WEATHER,AND GARAGE FLOOR.SLABS 2,500 3,000(D,E,F) /3,5C0�),EF) 0 TO 201 TO OVER • • OR WALL BREAK,AND 12"MAX 2015 130 MPH,TABLE 12 AND 13. TRUSS IDENTIFICATION SIGN: � ROOF SLOPE 200 600 600 FROM EACH SPLICE IN SILL PLATE • STUD/POST (3) SOIL BEARING CAPACITY FOR THIS SITE IDENTIFICATION OF FLOOR AND ROOF TRUSS CONSTRUCTION w z FOR SI:1 POUND PER SQUARE INCH=6.895 KPA. • (FROM WFCM TABLE 3.2A)INSTALL � A.AT 28 PSI. FLAT OR RISE LESS THAN 4 INCHES PER FOOT IS BASED ON TEST HOLES BY OTHERS SHALL BE PROVIDED BY SIGN OR SYMBOL AND SHALL BE AFFDHID Z B.SEE TABLE R301.2(1)FOR WEATHERING POTENTIAL. (1:3) 20 16 12 • WITH 28"MIN EMBEDMENT IN 3000 Q C.CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING PSI CONCRETE. AND HAS BEEN DETERMINED TO BE TO THE EXTERIOR WALL OF THE RESIDENTIAL STRUCTURE IN DURING CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE D. RISE 4 INCHES PER FOOT 1:3 TO LESS THAN • OF T PSI 020 RE)PER TABLE BUILDING .1 COMPLIANCE WITH 19 STRUCNYCCR PART 1265E RESIDENTIAL STRUCTURES Y ( ) 16 14 12 SEE DETAIL SHEET FOR OF THE 2020 RESIDENTIAL BUILDING CODE WITH TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD a D.CONCRETE SHALL BE AIR ENTRAINED.TOTAL AIR CONTENT(PERCENT BY VOLUME OF CONCRETE 12 INCHES PER FOOT 1:1 PILOT HOLES FOR • CONSTRUCTION AND/OR TIMBER CONSTRUCTION. Q s� > ( ) HIGH WIND CONNECTION PUBLISHED BY NEW YORK STATE. SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. MANUFACTURING REQUIREMENTS J E.SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. RISE 12 INCHES PER FOOT(1:1) PURPOSES Q F.FOR GARAGE FLOORS WITH A STEEL-TROWELED FINISH,REDUCTION OF THE TOTAL AIR CONTENT AND GREATER 12 12 12 (PERCENT BY VOLUME OF CONCRETE)TO NOT LESS THAN 3 PERCENT IS PERMITTED IF THE SPECIFIED cl COMPRESSIVE STRENGTH OF CONCRETE IS INCREASED TO NOT LESS THAN 4,000 psi, l7 TABLE R301.7 p � z ALLOWABLE DEFLECTION OF STRUCTUAL MEMBERS(b,c) s/'4 1 3/e' IL Q FLOOR ALLOWABLE JOIST STRUCTUALMEMBER DEFLECTION NDU z a a RAFTERS HAVING SLOPES GREATER THAN 3:12 U180 /8" THREADED m WITH NO FINISHED CEILING ATTACHED TO RAFTERS ROD INTERIOR WALLS AND PARTICIANS H1180 (v v FLOORS L/360 CEILINGS WITH BRITTLE FINISHES (INCLUDING PLASTER AND STUCCO) IJ360 e CEILINGS WITH FLEX03LE FINISHES I/240 (INCLUDING GYPSUM BOARD) ROOF RAFTER ALL OTHER STRUCTURAL MEMBERS L M • EXTERIOR WALLS-WIND LOADS (a)WITH • U3w HURRICANE CLIP NAILED PLASTER OR STUCCO FINISHES EXTERIOR WALLS-WIND LOADS(a)WITH OTHER •• z TO RAFTER 4 PLATE BRITIT.E FINISHES t0 0 • TYPICAL NDU TIE BETWEEN FLOORS co a EXTERIOR WALLS-WIND LOADS(a)WITH U120(d) • • FLEXIBLE FINISHES (2)2°X4° TOP PLATES LINTELS SUPPORTING °0 o VENEER WALLS(e) U600 w 0 o NOTE:L=SPAN LENGTH,H=SPAN HEIGHT 0 O 2 a.FOR THE PURPOSED OF DETERMINING DEFLECTION LIMITS HEREIN, PRESERVATI VELTREATED w THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 TIMES THE BARRIER MAY BE COMPONENT AND CLADDING(ASD)LOADS OBTAINED FROM TABLE R301.2(2). FOR WOLDOWNS, PER ASTM TEST STANDARDS, b.FOR CANTILEVER MEMBERS,L SHALL BE TAKEN AS TWICE THE LENGTH o REQUIRED ANCHOR BOLT NUT SHOULD BE FINGER-TIGHT m OF THE CANTILEVER. c.FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED ° o PLUS 1/3 TO 1/2 TURN WITH A HAND WRENCH, HURRICANE ���I�A 1 �� ���� DETAIL o WITH CONSIDERATION GIVEN t0 POSSIBLE EMBED 5/8" THREADED ROD CS" MIND e 0 o • FUTURE WOOD SHRINKAGE. CARE SHOULD ATTACH SIMPSON AB" TIE DOWN TO 0 o BE TAKEN TO NOT OVER-TORQUE THE NUT. POST ABOVE (4 LOCATIONS) e o ° o IMPACT WRENCHES SHOULD NOT BE USED. o • VERTICAL NDU INSTALLATION ------------------------------------------- ----------------- f� ``I � , f - v 4 . v ,v •. - v 4 . p v C • v • , NOTEHDU: DETAILS D -----------------------------------------------------� • ALL LUMBER THAT COMES IN CONTACT WITH CONCRETE WILL BE AC LUMBER MANUFACTURED BY SIMPSON i i UNEXC4VATED ; i 8" THICK P.C. WALL • SECTION R406 FOUNDATION WATERPROOFING AND DAMPPROOFING STRONG-TIE COMPANY, INC. v 4" REINFORCED SLAB ON GRADE a ' (3'0" MIN, GRADE TO BOTTOM OF FOOTING) X ' ° ' WITH roX6 WWM ON 16 x12 POURED CONCRETE FOOTING R406.1 CONCRETE AND MASONRY FOUNDATION D NOT t0 SCALE WITH (3) 04 BARS CONT -q IL EXCEPT WHERE REQUIRED BY SECTION R406.2 TO BE WATERPROOFED, COMPACT FILL c IL FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES ' ' PRIOR TO POUR 5/8" BOLTS AT COLUMNS ABOVE AND FLOORS BELOW GRADE SHALL BE DAMPPROOFED FROM THE HIGHER OF ' '•a ' w � (A)THE TOP OF THE FOOTING OR(B)6 INCHES(152 MM)BELOW THE TOP OF ' 1 THE BASEMENT FLOOR,TO THE FINISHED GRADE.MASONRY WALLS SHALL HAVE NOT LESS THAN 3/8-INCH(9.5 MM)PORTLAND CEMENT PARGING APPLIED STEP DOWN TOP OF 3:TO THE EXTERIOR OF THE WALL.THE PARGING SHALL BE DAMPPROOFED IN ' C ' M �i WALL ACCORDANCE WITH ONE OF THE FOLLOWING: PER ARCHITECTURAL ' ' Q/ r. 1.BITUMINOUS COATING. ' ' t LU 2.THREE POUNDS PER SQUARE?YARD(1.63 KG/M2)OF ACRYLIC MODIFIED PROVIDE TIE DOWNS AT EACH CORNER DRAWINGS cIl lSl CEMENT. O 3.ONE-EIGHTH-INCH(3.2 MM)COAT OF SURFACE-BONDING CEMENT SIMPSON HDU 5 (TYPICAL) - SEE DETAIL SHEETS ' v ' ' ° ' COMPLYING WITH ASTM C887. 4.ANY MATERIAL PERMITTED FOR WATERPROOFING IN SECTION R406.2. 8" THICK P.C. WALL v c MOM O 5.OTHER APPROVED METHODS OR MATERIALS. EXCEPTION:PARGING OF UNIT MASONRY WALLS IS NOT REQUIRED WHERE A (3'0" MIN . GRADE TO BOTTOM OF FOOTING) a `---_"'------ ° -------. ' „ „ MATERIAL IS APPROVED FOR DIRECT APPLICATION TO THE MASONRY. ON 16 x12 POURED CONCRETE FOOTING C, a v o _ •----- D o _ o , a C CONCRETE WALLS SHALL BE DAMPPROOFED BY APPLYING ANY ONE OF THE WITH (3) 04 BARS CONT t .C __________________ , , LISTED DAMPPROOFING MATERIALS OR ANY ONE OF THE WATERPROOFING STEP DOWN PER ARCHITECTURAL DRAWINGS ' ' A 0 MATERIALS LISTED IN SECTION R406.2 TO THE EXTERIOR OF THE WALL. , R406.2 CONCRETE AND MASONRY FOUNDATION WATERPROOFING. 0 IN AREAS WHERE A HIGH WATER TABLE OR OTHER SEVERE SOIL-WATER o I I CONDITIONS ARE KNOWN TO EXIST,EXTERIOR FOUNDATION WALLS THAT Q RETAIN EARTH AND ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE EXISTING FOUNDATION WALL ANCHOR AND BOND ' o ' , D 2-2x6 ACQ SILL u_ SHALL BE WATERPROOFED FROM THE HIGHER OF(A)THE TOP OF THE FOOTING NEW TO EXISTING WITH i 5/8" ANCHOR BOLTS w 36" O.C. OR(B)6 INCHES(152 MM)BELOW THE TOP OF THE BASEMENT FLOOR,TO THE 04 BARS, 12" O.C. ' D. ' t *,w SILL SEAL Lu AREA OF GRAWL SPACE•611 SQ,FT. FINISHED GRADE.WALLS SHALL BE WATERPROOFED IN ACCORDANCE WITH , , � � a � COPPER TERMITE SHIELD � VENTILATION REQUIRED■611/1500 SQ.FT. • 12 THICK P.C. WALL .40 80. FT, (58.6 SQ. IN) CxINEER: ONE OF THE FOLLOWING: • , (3'O" MIN. GRADE TO BOTTOM OF FOOTING) 1.T'WO-PLYHOT-MOPPEDFELTS. ;------------------------ ------------------------------------------------------------------------------------- -- --- o --,--- ------ C � lw/VAPOR BARRIER) 2.FIFTY-FIVE-POUND(25 KG)ROLL ROOFING. c v •4 v ° , 3.SIX (0.15 MM)POLYVINYL CHLORIDE. , •___________ ______ (3) I6"x8" VENTS PROVIDED l50 SQ.IN.) v ' w/ 4" INTERIOR BRICK LEDGE_-------____ •_______________________________._, --____ _ _ _ _ _ _ , r �.. 4.SD{-MIL(0.15 MM)POLYETH't I ENE. 150 SQ.IN. OF COVERAGE PROVIDED ON 24"x12" POURED CONCRETI= FOOTINGP��i 5.FORTY-MIL 1 POLYMER-MODIFIED ASPHALT. , (MIN. 3 VENTS PROVIDED) �( T. , ( R301.2.2.2WEIGHTS OF MATERIALS. ' UNEXC:4VATEL? ' : WITH (3) 4 BARS CONT 0 O 6.SIXTY-MIL(1.5 MM)FLEXIBLE POLYMER CEMENT. ' -NOTE: PROVIDE AREAWAYS , ° , 1' Q` 7.ONE-EIGHTH-INCH(3 MM)CEMENT-BASED,FIBER-REINFORCED,WATERPROOF , , , , ' 'I REIN SLAB ON GRAD o ' , , DAMPROOF BELOW GRADE // 4 l4 , , AROUND EACHn-J " t COATING. AVERAGE DEAD LOADS SHALL NOT EXCEED 15 POUNDS PER SQUARE FOOT COMPACTED FILL , FOUNDATION VENT , , 5/8n BOLTS • 36 O.C. 8.SIXTY-MIL(1.5 MM)SOLVENT-FREE LIQUID-APPLIED SYNTHETIC RUBBER. (720 PA)FOR THE COMBINED ROOF AND CEILING ASSEMBLIES(ON A ' ' ' ' ''_'__"''''''_'' ° ' ' D ' FOR (2) 2X4 INTERIOR LEDGE ' II ALL JOINTS IN MEMBRANE WATERPROOFING SHALL BE LAPPED AND SEALED HORIZONTAL PROJECTION)OR 10 POUNDS PER SQUARE FOOT(480 PA)FOR , , , , , , ' o ' EXCAVATED , • , ISOLATE NON-TREATED LUMBER FROM CONCRETE ! C) WITH AN ADHESIVE COMPAIT31E WITH THE MEMBRANE. , , , , , , , � D ° •- ' , t FLOOR ASSEMBLIES,EXCEPT AS FURTHER LIMITED BY SECTION R301.2.2. , , , , , ' ' CRAWL SPACE •a , FOR ADDITIONAL FOUNDATION NOTES EXCEPTION:ORGANIC-SOLVENT-BASED PRODUCTS SUCH AS HYDROCARBONS, DEAD LOADS FOR WALLS ABOVE GRADE SHALL NOT EXCEED: t t ' ' ' REFERENCE ARCH DRAWINGS �;S CHLORINATED HYDROCARBONS,KETONES AND ESTERS SHALL NOT BE USED � , i t , , ' '_-''_''_'''''''' ' 2° P.C. SLAB (3500 PSI) ' � <�. FOR ICF WALLS WITH EXPANDED POLYSTYRENE FORM MATERIAL.USE OF ' ' ' ' ' ' EXISTING ' ' ' ° ' ' ° i O U 6 MIL VAPOR BARRIER PLASTIC ROOFING CEMENTS,ACRYLIC COATINGS,LATEX COATINGS, 1.FIFTEEN POUNDS PER SQUARE FOOT(720 PA)FOR EXTERIOR LIGHT-FRAME EXCAVATED ° t ---- MORTARS AND PARGINGS TO SEAL ICF WALLS IS PERMITTED.COLD-SETTING WOOD WALLS. CELLAR (CLASS 1 VAPOR RETARDER) v r ' ' CRAWL SPACE ' a ' ON COMPACTED FILL ' STEP DOWN PER ARCHITECTURAL DRAWINGS ASPHALT OR HOT ASPHALT SEIALL CONFORM TO TYPE C OF ASTM D449.HOT 31011 ASPHALT SHALL BE APPLIED AT A TEMPERATURE OF LESS THAN 200'F(93'C). 2.FOURTEEN POUNDS PER SQUARE FOOT(670 PA)FOR EXTERIOR LIGHT- i J T. SUTLER P.E. FRAME COLD-FORMED STEEL WALLS. i i i i ' EXISTING GIRDER ABOVE o R406.3 DAMPPROOFING FOR WOOD FOUNDATIONS. t t i �' I'!1 3t , •p .__ ____ , WOOD FOUNDATIONS ENCLOSING HABITABLE OR USABLE SPACES LOCATED BELOW GRADE SHALL BE DAMPPROOFED IN ACCORDANCE WITH SECTIONS , , a 3.TEN POUNDS PER SQUARE FOOT(480 PA)FOR INTERIOR LIGHT-FRAME ' ' ' ' 11 1/8n TJI 560 ® 16„ O.G. R406.3.1 THROUGH R406.3.4. WOOD WALLS. i , , , , , •____, , M t �� , PROVIDE CRAWL '•� =s, R406.3.1 PANEL JOINT SEALED. 4.FIVE POUNDS PER SQUARE FOOT(240 PA)FOR INTERIOR LIGHT-FRA E 1-4 i D i PLYWOOD PANEL JOINTS IN THE FOUNDATION WALLS SHALL BE SEALED EXISTING EXISTING ' t 'u - , dp SPACE ACCESS '° COLD-FORMED STEEL WALLS. , , , , l �p , , , , a FULL LENGTH WITH A CAULKING COMPOUND CAPABLE OF PRODUCING A t , , , , �4 t2 MOISTUREPROOF SEAL UNDER THE CONDITIONS OF TEMPERATURE AND ' ' UNEXCA V ATED ' ' CELLAR ' ' li I I X @ ' 0. 5.EIGHTY POUNDS PER SQUARE FOOT(3830 PA)FOR 8-INCH-THICK(203 MM) t ' " , O a MOISTURE CONTENT AT WHICH IT WILL BE APPLIED AND USED. !c , , F- , ° , L z a MASONRY WALLS. R406.3.2 BELOW-GRADE MOISTURE BARRIER. i i ' ' ' ' ° ' ' v ' N ~ A 6-MIL-THICK(0.15 MM)POLYETHYLENE FILM SHALL BE APPLIED OVER THE 6.EIGHTY-FIVE POUNDS PER SQUARE FOOT(4070 PA)FOR 6-INCH-THICK , , , , N 4/ y' ; ; ; ; O p BELOW-GRADE PORTION OF EXTERIOR FOUNDATION WALLS PRIOR TO (152 MM)CONCRETE WALLS. ; i W ° � -o U ° 0 U �' D , , , _ r ~ z I BACKFILLING.JOINTS IN THE POLYETHYLENE ' ' - ' ' , , ' .o ' Q - INCHES 152 AND SEALED WITH ADHESIVE.THE TOP EDGE OF THE ' ' ' ' ' ' , , , a , ' ' POLYETHYLENE FILM SHALL BE BONDED TO THE SHEATHING TO FORMA 7.TEN POUNDS PER SQUARE FOOT(480 PA)FOR SIP WALLS. tu SEAL.FILM AREAS AT GRADE LEVEL SHALL BE PROTECTED FROM EXCEPTIONS: ' ' ; ; ; ; •G a - D , MECHANICAL DAMAGE AND EXPOSURE BY A PRESSURE-PRESERVATIVE TREATED LUMBER OR PLYWOOD STRIP ATTACHED TO THE WALL SEVERAL INCHES ABOVE FINISHED GRADE LEVEL AND EXTENDING APPROXIMATELY 1.ROOF AND CEILING DEAD LOADS NOT EXCEEDING 25 POUNDS PER :_______________: 9 INCHES(229 MM)BELOW GRADE.THE JOINT BETWEEN THE STRIP AND THE SQUARE FOOT(1190 PA)SHALL IiE PERMITTED PROVIDED THAT THE WALL ' ' t ; t , Q 6 WALL SHALL BE CAULKED FULL LENGTH PRIOR TO FASTENING THE STRIP BRACING AMOUNTS IN SECTION R602.10.3 ARE INCREASED IN ACCORDANCE ; ' _ _ _ EXISTING GIRDER_ _ - _ _ o v .a v '. ' i W I-- ARCHITECTURAL a WITH TABLE R602.10.3(4). , ; 0 O TO THE WALL.WHERE APPROVED,OTHER COVERINGS APPROPRIATE TO THE r t r , ' , TREATMENISHALLBEPERMITTEDTOBEUSED.THE � �)CGA kt D 4 ------------------------------------------------ ' POLYETHYLENE FILM SHALL EXTEND DOWN TO THE BOTTOM OF THE WOOD , , , , , , ANCHOR AND BOND ' , FOOTING PLATE BUT SHALL NOT OVERLAP OR EXTEND INTO THE GRAVEL 2.LIGHT-FRAME WALLS WITH STONE OR MASONRY VENEER SHALL BE , , , , , SLAB ON GRADS_'_ ; _ _ , CL O Y ,� OR CRUSHED STONE FOOTING. PERMITTED IN ACCORDANCE WITH THE PROVISIONS OF SECTIONS R702.1 NEW TO EXISTING WITH t AND R703. , , , , , , 4 BARS, 12" O.C. ' :__�eQMj'ACT_FI!_L: �, _ o c o v v •v v o. . o c v •4 v - - v o O O - R406.3.3 POROUS FIIL. , , , , - -----------------------------•--_ - c a . - D _�Q[ZY KF.R_ *L�i'x 'J101�'AiPP__ CC THE SPACE BETWEEN THE EXCAVATION AND THE FOUNDATION WALL SHALL 3.FIREPLACES AND CHIMNEYS SHALL BE PERMITTED IN ACCORDANCE WITH ' ' ' ' t , , •_______ ________.FOUNDATION VENT FOUNDATION VENT (L _O BE BACKFILLED WITH THE SAME MATERIAL USED FOR FOOTINGS,UP TO A CHAPTER 10. i i u • FIGHT OF 1 FOOT(305 MM)ABOVE THE FOOTING FOR WELL-DRAINED SITES, t , , , , , , PROVIDE TIE DOWNS AT EACH CORNER O OR ONE-HALF THE TOTAL BACKFILL HEIGHT FOR POORLY DRAINED SITES. ' ' ' ' ' ' ' ' SIMPSON HDU 5 (TYPICAL) - SEE DETAIL SHEETS THE POROUS FILL SHALL BE COVERED WITH STRIPS OF 30-POUND(13.6 KG) TABLE R301. z � a 5 ' ' ' ' ASPHALT PAPER OR 6-MIL(0.15 MM)POLYETHYLENE TO PERMIT WATER MINIMUM UNIFORMLY DISTRIBUTED LOADS(PST) i i i i ' ' � PROVIDE 5/8" ANCHOR BOLTS 36" O.C. MAX. O Q p SEEPAGE WHILE AVOIDING IIVFII,TR.ATION OF FINE SOILS. WITHIN I' OF EACH SPLICE IN SILL PLATE V R406.3.4BACKFILL. USE LIVE LOAD ' ' ' ' � � � � 8" THICK P.G. WALL SEE DETAIL SHEET FOR INSTALLATION ------------------------------------ ----------------------------- -•----._ THE REMAINDER OF THE EXCAVATED AREA SHALL BE BACKFILLED WITH t (3'0" MIN. GRADE TO BOTTOM OF FOOTING) -THE SAME TYPE OF SOIL AS WAS REMOVED DURING THE EXCAVATION. UNINHABITABLE ATTICS WITHOUT STORAGE 10 ; ON 16"x12" POURED CONCRETE FOOTING UNINHABITABLE ATTICS WITH LIMITED STORAGE 20 •--------------------------------------------------------------------------------------------------------------------' R406.4 PRECAST CONCRETE FOUNDATION SYSTEM DAMPPROOFING. HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30 cc'_ WITH (3) �4 BARS CONT EXCEPT WHERE REQUIRED BY SECTION R406.2 TO BE WATERPROOFED, BALCONIES(EXTERIOR)AND DECKS 40 PRECAST CONCRETE FOUNDATION WALLS ENCLOSING HABITABLE OR .r. D USEABLE SPACES LOCATED BELOW GRADE SHALL BE DAMPPROOFED IN FIRE ESCAPES 40 ; ACCORDANCE WITH SECTION R406.1. GUARDS AND HANDRAILS 200 GUARD IN-FILL COMPONENTS 50 1 ? A R406.4.1 PANEL JOINTS SEALED. PASSENGER VEHICLE GARAGES 50 L� PRECAST CONCRETE FOUNDATION PANEL JOINTS SHALL BE SEALED FULL ROOMS OTHER THAN SLEEPING ROOMS 40 FOUNDATION FLAN - HEIGHT WITH A SEALANT MEETING ASTM C920,TYPE S OR M,GRADE NS, SLEEPING ROOMS 30 �w CLASS 25,USE NT,M OR A.JOINT SEALANT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. STAIRS 40 ;77� * I•�rj )�ru • i d " o d) a z O , W z EPOM ROOFING z PITCH ROOF TO 8 DRAIN PER ARCH DRAWINGS p� Q Ly IE 0 0 O (3) 1 3/4 x� 1/4 LVL HDR L 13) 1 3/4 x'f I/4, LVL HDR U U 1 1 1 1 SPAN(2) 113/4" X S I/4" LVL I 90 HEADER TIGHT TIP R.R. TO ALLOW a RECESSED TV BELOW, O Y p COORDINATE WITH ARCH. ' D 2xIo C.J. 10 O.C. ° x ; REFER TO A CHITEC UT RAl_ N DRAWINGS OR HEIGHT ; NEVI 2x10 R.R. NEW 2xIO R.Rj Q lro" O.G. ' a lfo" O.C. , tuIVERIFY VERIFY (3)2x10 HDR IFY (2)2xi0 HDR O N (2y"xic HDR a p O a a �' 1 1 IL O ; �I PROPOSED; PRIMARY BEDRbOM a `V z(3) 2X4 POST Q SHOWER V ; TO RIDGE C�uI ; x w EXISTING (2Y2x8 HDR , zl , N p PROVIDE OBL 1 1 N BEDROOM FRAMING FOR ° PROPOSED (Y a m NEW SKYLITE VESTIBULE U Q , W 1 SEE ARCH DRAWINGS O O J ?+�'; (2r2x8 HDR U n J •2X8 C.J. I PROPOSED •2X8 C.J. �, m O M e v A I6" O.c. h:'� DRESSING ROOM �I 16�_ uj a z 1 ` a m Q 0 ,— d % •2XIO C.J. a 16" O.C. � _0 NEW 2x12 RIDGE_ — - — O l _ REFER TO ARCHITECTURAL 'I O A x ;n N 1: "4i DRAWINGS kOR HEIGHT ; X axo OO O #(2Y2x8 HDR ' 04 ------- _-- __-- EXISTING RIDGE z @ LAv I LAV , L.O. EXISTING LOFT _ /D — — — — — — — — — VENT 5 1/4"x5 1/4" • -------- (2Y1x8 HDR U _ __ _ ' TO EXt. '1 COLUMN, WRAP. - — - — - — - — - —FL__ — - - — - - -- - a w PROPOSED ANCHOR TO CONCRETE 3) 1 3/4"x9 I/4" LVL FL H 3) 1 3/4"x9 I/4" LVL H 3J 13/4"x9 I/4" LVL FL H , V sHowER PRIMARY �I WITH SIMPSON ABU66 o / ' ` 1 I CLO, `x aI BATH (TYPICAu r X % n 1 I I . F `v �I ' 1 � Z LL SHOWER I Q a U IL p N ;' 10 I , Lu a � M� ••l 0 CLO, ,/ �, �i a a N z �B ;I 1 3/4" X 9 1/4" LVL C.J. 16" O.C. IJi PROPOSED O / I ` 04 ,' 1/2 COX PLYWOOD di COVERED it 1 W.C. l , R ' RIP 2x MATERIAL ON TOP C / PITCH TO OUTSIDE ® 1/4" P.F. v PATIO �' � ITO PITCH TO DRAIN I el �,) O I 1/2" COX PLYWOOD EPDM ROOFING ' I PEA GRAVEL AT ALL I^ O Jjj I I FLAT ROOFS 1"�' , z I � VERIFY / ` VERIFY }— O (2)2x10 HDR ' VERIFY (T2xIO HDR (2)2x10 HDR 2x8 R.R. 0 16" O.C. }— cr SIMPSON HU26 HANGERS (3)2x10 HDR (3)2xi0 HOR LU nl PITCH TO OUTSIDE a1/4" P.F, _ — _ - - - - - _ — 1/2 COX PLYWOOD (3) J. UNDER WALLA OVE I RIP 2x MATERIAL ON TOP (2)2x6 SECOND FLOOR FLA'�I TO PITCH TO DRAIN (2)2x6 1/2" GDX PLYWOOD lu EPDM ROOFING ------------------------------------- Q Z a PEA GRAVEL AT ALL = P 1 , A FLAT ROOFS o z C4 W o ; o ENGINEER: 1 1�4 �► p w PROPOSED �' c . U SITTING ROOM P Yr�Q VERIFY (2)2x10 HDR I I VERIFY (3)2x10 HDR V ( 1 )2x10 HD 1 (3Y1x8 FL H DR (i< R a pcva - } Q I I I Up D W 1 3: 0 � ' LL = d) 1 sI R (L 1 ,m _ l HDR II I (2 � � (2)2x6 O c.4 J T. BUTLER P.E. 2X6m16" O.C. II I ' l3) F.J. UNDER WALL ABOVE 1 I I I p FOR DROPCLG, - - - -� - - - - - - - - - - - - - - - x- - 1I 1 o PROPOSED I I 1 MUD ROOM A I I u II -I/8" TJI 560 ® 16" O.C. z m EXISTINGI I I j I 1 p g (L Q ; ; u w a `� LIVING ROOM I I I I 1 \0 zQ z -1 ; U u 3: a o a I I I • E u •--------PROPOSED#FTCWEN------- o _ 3: W O a p I I I � O Q �y I I pN m O zHALF WALL a p ° I I I `iFoo F z0 I�u � I I> o � > Z —1 N ~ Q p I l0 1 W I - — - — — - (2) F.J. UNDER WALL ABOVE _ — - - :� STOOP 0 3:—EDGE OF LOFT ABOVE _ _ — O 3 IA II O I I X COIA FRAMING LAYOUT EXISTING — — — — — — — — — — — — — — U I I a zWITH ELECTRICAL PLAN m z LOFt I I d I (2) 13/4"x11 �/8" FLUSH 0 I I I 1 1 u- 1 1 0 1 F —L.O.WZL.L ABOVE n ,� Q U SEE ARCHITECTURAL PLANS FOR ALL Q (� I I Iz I I EXISTING Z I I FIXTURE AND APPLIANCE LOCATIONS (� I I 19 1 1 DININCs ROOM In I I U) W �- I I I I TECO ALL FLUSH (2rIx8 O � CONNECTIONS � 0 I I I I>1 ff CL O J O I I 1 101 2x8 R.R. a Ifo" O.C. I I I 1ml SIMPSON HU28 HANGERS O Q O i�ii � I I I 1 1 PITCH TO OUTSIDE 0 1/4" P.F. L O, WALL ABOVE 1/2 COX PLYWOOD (3Y2x8 FLUSH HDR ____ _ Q � _O I I I 1�1 RIP 2x MATERIAL ON TOP -—- —- 7271 3/�'�xTl-f/8'�[Y[1 CDR -- LL _ v I I I lu 1 TO PITCH TO DRAIN O it I I I 101 In" COX PLYWOOD I I I IZI EPDM ROOFING a I I I I I PEA GRAVEL AT ALL U o I I I I I FLAT ROOFS I I I I I (2) 1 3/4"Al 1/8" LVL HDR VERIFY (2)2x10 HDR I 1 1 VERIFY (3)2x10 HDR I I VERIFY (2)2x10 HDR I LOFT FLAN FIRST FLOOR FL *I�'`� PACK OUT AT WINDOW PAGE & WITH 2X6, FASTEN WITH 5-2 LODGERLOK 1/4" X 5" FLAT HEAD STRUCTURAL SCREWS, 12" O.C. STAGGERED SECTION R310:EMERGENCY ESCAPE AND RESCUE OPENINGS R310.1 EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED. BASEMENTS,HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE NOT LESS THAN ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING. EXTERIOR OR BEARING WALL WHERE BASEMENTS CONTAIN ONE OR MORE SLEEPING ROOMS,AN EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE REQUIRED IN EACH SLEEPING ROOM.EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL OPEN DIRECTLY INTO A PUBLIC WAY,OR TO A YARD OR COURT THAT OPENS TO A U 11cPUBLIC WAY. a EXCEPTIONS: Q 1.STORM SHELTERS AND BASEMENTS USED ONLY TO HOUSE MECHANICAL EQUIPMENT NOT EXCEEDING A TOTAL FLOOR AREA OF 200 SQUARE FEET (18.58 SQ.M.). 2.WHERE THE DWELLING OR TOWNHOUSE IS EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION P2904, NOTCH GREATER THAN SLEEPING ROOMS IN BASEMENTS SHALL NOT BE REQUIRED TO HAVE 50%OF THE PLATE WIDTH EMERGENCY ESCAPE AND RESCUE OPENINGS PROVIDED THAT THE BASEMENT HAS ONE OF THE FOLLOWING: 2.1.ONE MEANS OF EGRESS COMPLYING WITH SECTION R311 AND ONE p EMERGENCY ESCAPE AND RESCUE OPENING. 2.2.TWO MEANS OF EGRESS COMPLYING WITH SECTION R311. lu 1516 GAGE(0.054")AND 1.5"WIDE Z METAL TIE ACROSS AND TO EACH R310.1.1 OPERATIONAL CONSTRAINTS AND OPENING CONTROL DEVICES. SIDE OF THE NOTCH WITH 8-16d EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM NAILS EACH SIDE THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS,TOOLS OR SPECIAL A KNOWLEDGE WINDOW OPENING CONTROL DEVICES ON WINDOWS SERVING Q AS A REQUIRED EMERGENCY ESCAPE AND RESCUE OPENING SHALL COMPLY w WITH ASTM F2090. 2x4 CONTINUOUS R310.2 EMERGENCY ESCAPE AND RESCUE OPENINGS. Y_ EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE MINIMUM TOP PLATES LATERAL BRACE AT 6'O.C. DIMENSIONS AS SPECIFIED IN THIS SECTION. TR R310.2.1 MINIMUM OPENING AREA. (- USS OR CEILING JOIST EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A NET CLEAR Q 2-10d NAILS OPENING OF NOT LESS THAN 5.7 SQUARE FEET(0.530 SQ.M.).THE NET CLEAR PIPE OPENING DIMENSIONS REQUIRED BY THIS SECTION SHALL BE OBTAINED BY d3 I GABLE END TRUSS THE NORMAL OPERATION OF THE EMERGENCY ESCAPE AND RESCUE p a' OPENING FROM THE INSIDE.THE NET CLEAR HEIGHT OF THE OPENING SHALL w BE NOT LESS THAN 24 INCHES(610 MM)AND THE NET CLEAR WIDTH SHALL BE NOT LESS THAN 20INCHES(508 W. a EXCEPTION:GRADE FLOOR OPENINGS OR BELOW-GRADE OPENINGS SHALL HAVE A NET CLEAR OPENING AREA OF NOT LESS THAN 5 SQUARE FEET TOP PLATE FRAMING TO ACCOMMODATE PIPING (0.465 SQ.M.) R310.2.2 WINDOW SILL HEIGHT. WHERE A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND RESCUE OPINING,IT SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44 INCHES 0118 MM)ABOVE THE FLOOR;WHERE THE SILL HEIGHT IS BELOW GRADE,IT 10-8d SHALL BE PROVIDED WITH A WINDOW WELL IN ACCORDANCE WITH SECTION NAILS R310.2.3. R310.2.3WINDOW WELLS. _� THE HORIZONTAL AREA OF THE WINDOW WELL SHALL BE NOT LESS THAN 9 io SQUARE FEET(0.9 SQ.M.),WITH A HORIZONTAL PROJECTION AND WIDTH OF p 5d COOLER NAILS AT 10"O.C. NOT LESS THAN 36 INCHES(914 MM).THE AREA OF THE WINDOW WELL SHALL ALLOW THE EMERGENCY ESCAPE AND RESCUE OPENING TO BE FULLY 2"x4"BLOCK NAILED TO EACH OPENED- E BRACE WITH 4-10d NAILS EXCEPTION:THE LADDER OR STEPS REQUIRED BY SECTION R310.23.1 SHALL o BE PERMITTED TO ENCROACH NOT MORE THAN 6 INCHES(152 MM)INTO THE REQUIRED DIMENSIONS OF THE WINDOW WELL. GYPSUM BOARD R310.23.1 LADDER AND STEPS. WINDOW WELLS WITH A VERTICAL DEPTH GREATER THAN 44 INCHES 5d COOLER NAILS AT 7"O.C. (1118 MM)SHALL BE EQUIPPED WITH A PERMANENTLY AFFIXED LADDER OR 20 GAUGE STRAP STEPS USABLE WITH THE WINDOW IN THE FULLY OPEN POSITION.LADDERS OR STEPS REQUIRED BY THIS SECTION SHALL NOT BE REQUIRED TO COMPLY WITH SECTION R311.7.LADDERS OR RUNGS SHALL HAVE AN INSIDE WIDTH 10-8d NAILS OF NOT LESS THAN 12 INCHES(305 NM,SHALL PROJECT NOT LESS THAN 3 INCHES(76 NM FROM THE WALL AND SHALL BE SPACED NOT MORE THAN 18 INCHES(457 NM ON CENTER VERTICALLY FOR THE FULL HEIGHT OF THE WINDOW WELL. R310.23.2 DRAINAGE. WINDOW WELLS SHALL BE DESIGNED FOR PROPER DRAINAGE BY ENDWALL STUDS CONNECTING TO THE BUILDING'S FOUNDATION DRAINAGE SYSTEM REQUIRED BY SECTION R405.1 OR BY AN APPROVED ALTERNATIVE METHOD. TOP PLATES EXCEPTION:A DRAINAGE SYSTEM FOR WINDOW WELLS IS NOT REQUIRED � ENDWALL OISTs GABLE ENDWALL BRACING WHERE THE FOUNDATION IS ON WELL-DRAINED SOIL OR SAND-GRAVEL MIXTURE SOILS IN ACCORDANCE WITH THE UNITED SOIL CLASSIFICATION (WFCM FIGURE 3.7a) SYSTEM,GROUP I SOILS,AS DETAILED IN TABLE R405.1. ,1 R310.2A EMERGENCY ESCAPE AND RESCUE OPENINGS UNDER DECKS AND X ni 11♦ .4 STUD A A EMERGENCY ESCAPE AND RESCUE OPENINGS INSTALLED UNDER DECKS AND lu IL BLOCKING PORCHES SHALL BE FULLY OPENABLE AND PROVIDE A PATH NOT LESS THAN 36 INCHES(914 N M)IN HEIGHT TO A YARD OR COURT. w Em O BLOCKING R310.2.5 REPLACEMENT WINDOWS. W_ O V BORED HOLE MAX REPLACEMENT WINDOWS INSTALLED IN BUILDINGS MEETING THE SCOPE OF j�I 0 r co DIAMETER 60% 16d NAIL AT 24"O.C. GYPSUM BOARD THIS CODE SHALL BE EXEMPT FROM THE MAXIMUM SILL HEIGHT 3 Cr- OF STUD DEPTH R310.2.1,� ROVIDED MENTS OF SECTION THE REPLACEMENT WINDOW MEETS THE SECTION r 5/8"MIN.TO EDGE SECTION A-A —j FOLLOWING CONDITIONS: 1.THE REPLACEMENT WINDOW IS THE MANUFACTURER'S LARGEST O J 5/8"MIN.TO EDGE STANDARD SIZE WINDOW THAT WILL FIT WITHIN THE EXISTING FRAME OR EXISTING ROUGH OPENING.THE REPLACEMENT WINDOW IS OF THE SAME OPERATING STYLE AS THE EXISTING WINDOW OR A STYLE THAT PROVIDES O lO FLOORFLOOR BRACING AT END BAYS wr STRUCTURAL PANEL FOR WINDOW. UAL OR GREATER WINDOW OPENING AREA THAN THE EXISTING z ��I NOTCH MUST NOT EXCEED INSTALLED IN ACCORDANCE 2•THE REPLACEMENT WINDOW IS NOT PART OF A CHANGE OF OCCUPANCY, 40%OF STUD DEPTH (WF ) CIS lo U1 CM FIGURE 3.7b 8d NAIL AT 6"O.C. WITH NAILING SCHEDULE R3103 EMERGENCY ESCAPE AND RESCUE DOORS. (ALL PANEL EDGES) (TABLE 3.1,WCFM HIGH WIND EDITION) WHERE A DOOR IS PROVIDED AS THE REQUIRED EMERGENCY ESCAPE AND RESCUE OPENING,IT SHALL BE A SIDE-HINGED DOOR OR A SLIDER.WHERE ^' 8d NAIL AT 12"O.C.ON ALL THE OPENING IS BELOW THE ADJACENT GRADE,IT SHALL BE PROVIDED WITH 8d NAIL AT 4"O.C. FRAMING MEMBERS NOT AT AN AREA WELL PANEL EDGES R3103.1 MINIMUM DOOR OPENING SIZE. LL BORED HOLES SHALL NOT THE NUNM-JM NET CLEAR HEIGHT OPENING FOR ANY DOOR THAT SERVES AS BE LOCATED IN THE SAME (a)OUTSIDE CORNER DETAIL AN EMERGENCY AND ESCAPE RESCUE OPENING SHALL BE IN ACCORDANCE '7 CROSS SECTION OF CUT OR 12"MAX. WITH SECTION R310.2.1. NOTCH IN STUD 8d NAIL AT 6"O.C. R310.3.2 AREA WELLS. GYPSUM BOARD AREA WELLS SHALL HAVE A WIDTH OF NOT LESS THAN 36INCHES(914 MM). ENGINEER: BASED ON (ALL PANEL EDGES) THE AREA WELL SHALL BE SIZED TO ALLOW THE EMERGENCY ESCAPE AND 0�-- A; SHEAR WALL REQUIREMENTS RESCUE DOOR TO BE FULLY OPENED. NOTCHING AND BORED HOLE LIMITATIONS U�, .� cY r. e` y°� R3103.2.1 LADDER AND STEPS. t G. AREA WELLS WITH A VERTICAL DEPTH GREATER THAN 44 INCHES(1118 MM) SHALL BE EQUIPPED WITH A PERMANENTLY AFFIXED LADDER OR STEPS FOR INTERIOR NONBEARING WALLS NO CEILING WOOD STRUCTURAL PANEL USABLE WITH THE DOOR IN THE FULLY OPEN POSITION.LADDERS OR STEPS DIAPHRAGM CENTER 2x BLOCKING INSTALLED IN ACCORDANCE REQUIRED BY THIS SECTION SHALL NOT BE REQUIRED TO COMPLY WITH m ;+Jcc (WFCM 2015 SBC HIGH WIND EDITION) 7-REQUIRED ON SHEATHING JOINT 16d NAIL AT 24"O.C. WITH NAILING SCHEDULE SECTION R311.7.LADDERS OR RUNGS SHALL HAVE AN INSIDE WIDTH OF NOT �. �� ��J r LESS THAN 12 INCHES(305 MM),SHALL PROJECT'NOT LESS THAN 3 INCHES / (TABLE 3.1,WCFM HIGH WIND EDITION) q r j (76 MM)FROM THE WALL AND SHALL BE SPACED NOT MORE THAN 18 INCHES 15/32 WOOD STRUCTURAL PANELS �(457 MM)ON CENTER VERTICALLY FOR THE FULL HEIGHT OF THE EXTERIOR ON GABLE FACE AND ON WALL BELOW 8d NAIL AT 6"O.C.ON ALL STAIRWELL. BASED ON SHF.ARWAI,L REQUIREMENTS FRAMING MEMBERS AT PANEL R3103.2.2 DRAINAGE. EDGES AND 12"O.C.ON ALL AREA WELLS SHALL BE DESIGNED FOR PROPER DRAINAGE BY CONNECTING JEFFREY T. BUTLER, P.E. _GABLE ENDWALL, BALLOON FRAMING FRAMING MEMBERS NOT AT TO THE BUILDING'S FOUNDATION DRAINAGE SYSTEM REQUIRED BY SECTION PANEL EDGES R405.1 OR BY AN APPROVED ALTERNATIVE METHOD. (b)INSIDE CORNER DETAIL EXCEPTION:A DRAINAGE SYSTEM FOR AREA WELLS IS NOT REQUIRED O TOP PLATES PREFERRED METHOD WHERE THE FOUNDATION IS ON WELL-DRAINED SOIL OR SAND-GRAVEL MIXTURE SO IN ACCORDANCE WITH UNITED SOIL CLASSIFICATION SYSTEM,GROUP I SOILS,AS DETAILED IN TABLE R405.1. EXTERIOR CORNER FRAMING p Q R310.4 BARS,GRILLES,COVERS AND SCREENS. U- ROOF FRAMING DOUBLE TOP PLATE WHERE BARS,GRILLES,COVERS,SCREENS OR SIMILAR DEVICES ARE PLACED 0 Q OVER EMERGENCY ESCAPE AND RESCUE OPENINGS,AREA WELLS,OR O z W W WINDOW WELLS,THE MINIMUM NET CLEAR OPENING SIZE SHALL COMPLY z STUD 15" WITH SECTIONS R310.2.1 THROUGH R310.23,AND SUCH DEVICES SHALL BE _..l N V RELEASABLE OR REMOVABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, TOOL,SPECIAL KNOWLEDGE OR FORCE GREATER THAN THAT REQUIRED FOR O Z BORED HOLE MAX RIPPLE STUDS STUD TO RAFTER CONNECTION %e\ THE NORMAL OPERATION OF TEIE ESCAPE AND RESCUE OPENING. V p z R310.5 DWELLING ADDITIONS. ~ Z DIAMETER 40% HEADER OR FLOOR TO FLOOR CONNECTION I WHERE DWELLING ADDITIONS CONTAIN SLEEPING ROOMS,AN EMERGENCY DEPENDING ON CONDITION,SEE ESCAPE AND RESCUE OPENING SHALL BE PROVIDED IN EACH NEW SLEEPING OF STUD DEPTH o DETAILS ON SHEET 7 OF 7 THIS SET 21"CLEARANCE 09 30" ROOM.WHERE DWELLING ADDITIONS HAVE BASEMENTS,AN EMERGENCY Q 3 V ESCAPE AND RESCUE OPENING SHALL BE PROVIDED IN THE NEW BASEMENT. 0 U 5/8"MIN.TO EDGE — HEADER TO STUDS 21"CLEARANCE 24"CLEARANCE EXCEPTIONS: Q Q n I I IN FRONT OF 1.AN EMERGENCY ESCAPE AND RESCUE OPENING IS NOT REQUIRED IN A NEW PENING BASEMENT THAT AND RESCUE OPENING CONTAINS A SLEEPING ROOM WITH AN EMERGENCY ESCAPE w 5/8"MIN.TO EDGE FULL LENGTH WATER 2.AN EMERGENCY ESCAPE AND RESCUE OPENING IS NOT REQUIRED IN A NEW le W O HEADER STUDS WALL STUDS CLOSET SHOWER BASEMENT WHERE THERE IS AN EMERGENCY ESCAPE AND RESCUE OPENING O Y m NOTCH MUST NOT EXCEED IN AN EXISTING BASEMENT THAT IS ACCESSED FROM THE NEW BASEMENT. WAI OR BIDET Q 25%OF STUD DEPTH UPLIFT CONNECTION IS REQUIRED 15" 15" WALL [NYIR310.6 ALTERATIONS OR REPAIRS OF EXISTING BASEMENTS. cc NOTCHES SHALL NOT BE LOCATED IN MIDDLE ONE-THIRD __�-___�T 77___�'71 ___-�__ AT EACH END OF HEADER AND ALTERATIONS OR REPAIRS OF EXISTING BASEMENTS SHALL CONFORM WITH � APPENDIX J OF THIS CODE. 0- U- ai AT BOTTOM OF HEADER STUDS IN OF STUD LENGTH � � (i�L¢.k.� � � ADDITION TO CONNECTORS AT � 1= WALL STUDS AND AT TOP AND TUB IF HOLE IS BETWEEN 40%AND 60% CONVECTQ i , a BOTTOM OF CRIPPLES OF STUD DEPTH,THEN STUD MUST ; ; REQUIRED, BORED HOLES SHALL NOT BE DOUBLE AND NO MORE THAN BE LOCATED IN THE SAME TWO SUCCESSIVE STUDS ARE to, 21"CLEARANCE 21"CLEARANCE CROSS SECTION OF CUT OR DOUBLED AND SO BORED NOTCH IN STUD STUD TO PLATE /FOUNDATION TUB HEADER TO STUDS:USE LSTA 18 W/14 10d NAILS STUD TO PLATE/FOUNDATION:FEET: E •. (OPENINGS LESS THAN 6 FEET):USE DSP W/8 lOd NAILS IN STUD AND 410d NAILS IN PLATE NOTCHING AND BORED HOLE LIMITATIONS (OPENINGS GREATER THAN 6 FEET):ADD PHD5 AT KING STUDS(2 TOTAL),INSTALL PER DETAIL SHEET 7 WATER CLOSETS .FIGURE R3071 _ - FOR EXTERIOR WALLS AND BEARING WALLS TYPICAL FRAMING AND UPLIFT � 3 (WFCM 20-15 SBC HIGH WIND CONNECTIONS FOR OPENINGS EDITION) MINIMUM FIXTURE CLEARANCES COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P.C. REPRODUCTION IN ANY FORM 15 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E., P.C. THE DESIGN OF THIS STRUCTURE IS BASED UPON THE PRESCRIPTIVE APPROACH USING THE GENERAL NOTES: 140 MILE PER: HOUR ZONE - NAILING SCHEDULE WOOD FRAME CONSTRUCTION MANUAL,HIGH WIND EDITION (WFCM)PUBLISHED BY THE 1.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL STATE,MUNICIPAL, Simpson Strong-Tie AMERICAN FOREST AND PAPER ASSOCIATION. (2015) LOCAL ZONING AND BUILDING CODES AND ORDINANCES HAVING JURISDICTION AND H-2.5 CLIPS @ 16"O.C. (TABLE 3.1,WFCM HIGH WIND EDITION) NON-STRUCTURAL ELEMENTS ARE BASED UPON 2020 RESIDENTIAL CODE PUBLISHED BY BEST STANDARDS OF CONSTRUCTION PRACTICE. THE AMERICANINSTITUTE OF USE 9-8d NAILS NEW YORK STATE. ARCHITECTS CONDITIONS SHALL REPLY TO ALL WORK PERFORMED ON THIS PROJECT. AT EACH STUD FOR THE CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA,SEE TABLE R301.2(1)AND THE TABLE ON COVER SHEET. 2.THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AT THE SITE.ANY DISCREPANCIES JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING ALL NON-ENGINEERED LUMBER TO BE DOUGLAS FIR#2 OR BETTER MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO COMMENCEMENT WIND LIMITATIONS-SECTION R301.2.1 OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FDR CORRECTIONS NOT ROOF FRAMING DESIGN CRITERIA-SECTION R301.2.1.1(SEE TABLE R301.2.1.2 FOR WIND-BORNE DEBRIS PROTECTION REPORTED ONCE HE HAS STARTED WORK EXCEPT FOR HIDDEN JOB CONDITIONS. FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS) d RAFTER TO TOP PLATE(TOE-NAILED) 4-8d PER RAFTER DEAD LOAD-SECTION R301.4 3.CONTRACTOR SHALL GUARANTEE TO THE OWNER THAT ALL MATERIALS AND LIVE LOAD-SECTION R301.5 EQUIPMENT INCORPORATED IN THE WORK WILL BE NEW,AND TRkT ALL WORK WILL BE O CEILING JOIST TO TOP PLATE(TOE-NAILED) 4-8d PER JOIST SMOKE INDEX R302.9 OF GOOD QUALITY,FREE FROM FAULTS AND DEFECTS FOR A PERIOD OF ONE YEAR FROM CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED 9-16d EACH LAP FAME SPREAD INDEX R302.10 THE DATE OF THE FINAL CERTIFICATE OF OCCUPANCY. ' FIRE BLOCKING R302.11 a FIRE BLOCKING MATERIAL R302.11.1 4.THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONSTRUCTION MEANS,METHODS, ; C CEILING JOIST LAPS OVER PARTITIONS(FACE-NAILED) 9-16d EACH LAP FIRE PROTECTION OF FLOORS R302.1.3 TECHNIQUES,SEQUENCES OR PROCEDURES,OR FOR THE SAFETY PRECAUTIONS AND D a LIGHT AND VENTILATION-SECTION R303 PROGRAMS IN CONNECTION WITH THE WORK,AND HE SHALL NOT BE RESPONSIBLE FOR <1 <1 �° Z COLLAR TIE TO RAFTER(FACE-NAILED) 6-8d PER TIE MINIMUM ROOM AREAS-SECTION R304 THE CONTRACTORS FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE ,Q a Q,Q �� Q,Q • d Q,Q w BLOCKING TO RAFTER(TOE-NAILED) 2-8d EACH END CEILING HEIGHT-SECTION R305 CONSTRUCTION DOCUMENTS. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACTS SANITATION-SECTION R306 OR OMISSIONS BY THE CONTRACTOR. NO CHANGES SHALL BE MADE IN THE DOCUMENTS D . �D D . �D IN . �� Q RIM BOARD TO RAFTER(END-MAILED) 2-16d EACH END TOILET BATH AND SHOWER SPACES-SECTION R307 AND/OR THE BUILDING AS DESIGNED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE e a a a A WALL FRAMING GLAZING-SECTION R308 ENGINEER. O° 4 4° 4 4° 4 4° 4 4° 4 U GARAGES AND CARPORTS-SECTION R309 Q A.' EMERGENCY ESCAPE AND RESCUE OPENINGS-SECTION R310 5.THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL MAINTAIN CONTINUOUS •• p a d) TOP PLATE TO TOP PLATE(FACE-NAILED) 2-16d(SEE NOTE 1) PER FOOT EXITS-SECTION R311 INSURANCE COVERAGE INCLUDING STATUTORY POLICIES(WORKER COMPENSATION,ETC. = ° ' STAIRWAYS-SECTION R311.7 AND GENERAL LIABILITY IN AN MOUNT NOT LESS THAT$5 MILLION AND AUTOMOBILE D 6 TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-16d JOINTS-EACH SIDE GUARDS-SECTION R312 LIABILITY AND DAMAGE COVERAGE NOT LESS THAN$2 MILLION. THE ENGINEER SHALL BE ae,�4 a° a 4 a° a 4 a° a 4 . O STUD TO STUD(FACE-NAILED) 2-16d 24"O.C. SMOKE ALARMS-SECTION R314 A NAMED INSURED ON ANY AND ALL POLICIES. FOAM PLASTIC-SECTION R316 4 a HEADER TO HEADER(FACE-NAILED) 16d 16"O.C.ALONG EDGES DWELLING UNIT SEPARATION-SECTION R302 6.PROVIDE COPPER TERMITE SHIELDS OVER FIBROUS INSULATION AT ALL PERIMETER SELLS. �c> D ° PROTECTION AGAINST DECAY-SECTION R317 4 a a p TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-16d PER 2x4 STUD PROTECTION AGAINST TERMITES-SECTION R318 7.ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY TO BE WOLMANIZED OR PRESSURE SITE ADDRESS-SECTION R312 CREOSOTED. �• D di 3-16d PER 2x6 STUD ACCESSIBILITY-SECTION R320 4-16d PER 2x8 STUD ELEVATORS AND PLATFORM LIFTS R321 8.A SINGLE STATION SMOKE DETECTOR ALARM DEVICE SHALL BE INSTALLED IN EACH FLOOD RESISTANT CONSTRUCTION-SECTION R322 BEDROOM,ON ALL FLOORS AND SHALL BE ALL INTERCONNECTED PER CODE. WALL TO FOUNDATION PI a BOTTOM PLATE TO FLOOR JOIST,BANDJOIST, 2-16d(SEE NOTE 1,2) PER FOOT FOUNDATIONS-CHAPTER 4 9.ALL BATHROOMS WITHOUT OPERABLE WINDOWS TO BE MECHANICALLY VENTILATED CONNECTIONS ENDJOIST OR BLOCKING(FAC&NAILED) DESIGN BASED UPON PRESUMPTIVE LOAD BEARING VALUES OF SANDY GRAVEL AND/OR GRAVEL AS PER NEW YORK STATE CODE. FLOOR FRAMING AT 3000 POUNDS PER SQUARE FOOT. CONTRACTOR TO CONSULT ENGINEER IF DIFFERENT SOIL MATERIALS ARE FOUND UPON EXCAVATION,OR TEST HOLE,FOR ALTERNATIVE FOOTING AND 10.HEATING TO BE DESIGNED TO PROVIDE 70 DEGREES F.WITH OUTDOOR DESIGNED JOIST TO SELL,TOP PLATE OR GIRDER(TOE-NAILED) 4-8d PER JOIST FOUNDATION WALL DESIGN. AIR-TEMPERATURE OF 0 DEGREES F.AND 15 MPH WIND. BRIDGING TO JOIST(TOE-NAILED) 2-8d EACH END FOUNDATION NOTES: 11.ALL ELECTRICAL WORK TO BE IN ACCORDANCE TO THE RULES AND REGULATIONS OF Simpson Strong-Tie BLOCKING TO JOIST(TOE-NAILED) 2 8d EACH END 5/8"ANCHOR BOLTS(SSTB 28)SEE CHART ON THIS SHEET FOR SPACING THE N.Y.B.F.U.AND A N.Y.B.F.U.CERTIFICATE IS TO BE PRESENTED TO THE OWNER AT THE CS1611/a"COILED STRAP- 12"POURED CONCRETE FOUNDATION WALL COMPLETION OF THE JOB. 16"O.C.USE 4-8d NAILS z MINIMUM DEPTH-SECTION 403.1.4,36"MINIMUM COVERAGE TO TOP OF FOOTING AT EACH STUD,WRAP BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d EACH BLOCK a 24"X 12"POURED CONCRETE WALL FOOTINGS,3000#TEST 12.PLUMBING INSTALLATION TO COMPLY WITH STATE AND LOCAL CODES AND THE UNDER SILL PLATE 0 LEDGER STRIP TO BEAM(FACE-NAILED) 3-16d EACH JOIST 2"POURED CONCRETE FLOOR SLAB WITH 6X6X#10 MESH AND VAPOR BARRIER SEWAGE DISPOSAL SYSTEM TO MEET HEALTH DEPARTMENT STANDARDS. MIN OVERLAP IS 12" DAMP PROOFING AT EXTERIOR FOUNDATION BELOW GRADE-SECTION R406 m • JOIST ON LEDGER TO BEAM(TOE-NAILED) 3-8d PER JOIST FOUNDATION WALL TO EXTEND A MINIMUM OF 8"ABOVE FINISHED GRADE 13.DO NOT SCALE DRAWINGS. USE FIGURE DIMENSIONS ONLY. ' NOTE: ALL FOOTINGS TO BE CARRIED DOWN TO UNDISTURBED SOIL 00 STRAPS MAY BE BAND JOIST TO JOIST(END-NA LED) 3-16d PER JOIST NO FOOTING SHALL BE SET HIGHER THAN A 30 DEGREE ANGLE FROM ANY OTHER FOOTING 14.ALL WORK TO CONFORM TO THE RULES AND REGULATIONS OF THE NEW YORK • • • • PLACED EITHER POUR NO CONCRETE ON FROZEN GROUND OR IN FREEZING WEATHER ENERGY CONSERVATION CONSTRUCTION CODE. ALL GLAZED AREA TO BE DOUBLE 00 O UNDER OR OVER BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-16d(SEE NOTE 1) PER FOOT BACKFILL SHALL NOT BE PLACED AGAINST THE WALL UNTIL THE WALL HAS SUFFICIENT GLAZED AND ALL EXTERIOR DOORS TO HAVE INSULATED CORES. • SHEATHING STRENGTH AND HAS BEEN ANCHORED TO THE FLOOR ABOVE,OR HAS BEEN SUFFICIENTLY • ' ROOF SHEATHING BRACED TO PREVENT DAMAGE BY THE BACKFILL(SECTION R404.1.7) 15.THE INSULATION PROTECTION AS INDICATED ON THESE PLANS EXCEEDS THE . • 0 STRUCTURAL PANELS 8d SEE TABLE 3.11 THIS SLEET CODE'S MINIMUM STANDARDS. • • 0 FLOORS-WFCM PRESCRIPTIVE METHOD • • •• DIAGONAL BOARD SHEATHING FLOOR FRAMING SHALL BE NAILED IN ACCORDANCE WITH TABLE 3.1 WFCM HIGH WIND EDITION 16.THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND 00 SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE PROJECT FOR ' • ' • N 1"x6"OR F'0" 2-8d PER SUPPORT FLOOR CONSTRUCTION: WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY MAY NOT BE USED • • • 3/a"OSB PLYWOOD SUBFLOOR,FASTEN PER TABLE 3.1 WFCM ON ANY OTHER PROJECT EXCEPT BY WRITTEN AUTHORIZATION OF THE ENGINEER. . • • ' • I"x10"OR WIDER 3-8d PER SUPPORT FLOOR JOISTS:SEE FOUNDATION AND FLOOR PLANS,SPACING AS NOTED • • • FASTEN PER TABLE 3.1 WFCM 17.THE ENGINEER HAS NOT BEEN RETAINED FOR SITE SUPERVISION,ON-SITE ' CEILING SHEATHING 2-2X6 ACQ SILL WITH COPPER TERMITE SI�LD AND SILL SEAL INSPECTIONS AND CERTIFICATIONS AS REQUIRED OR REQUESTED BY THE OWNER, ' • • • • • ° FINISH FLOORS PER AGREEMENT CONTRACTOR OR LOCAL BUILDING DEPARTMENT. ' • GYPSUM WALLBOARD 5d COOLERS 7"EDGE/10"FIELD • • • • • • • WALL SHEATHING WALL CONSTRUCTION-WFCM PRESCRIPTIVE METHOD UPLIFT-CONTINUOUS PATH CONNECTORS 0 • • • • WALL FRAMING AND FINISHING SHALL BE NAILED AND OR SCREWED 0 • IN ACCORDANCE WITH TABLE 3.1 WFCM USE SIMPSON STRONG-TIE CONNECTORS ' • • X STRUCTURAL PANELS 8d SEE TABLE 3.11 THIS SLEET • OVERHANGS AS NOTED FOLLOW PRODUCT SELECTION GUIDE AND • • FIREBOA.RD PANELS ALUMINUM GUTTERS AND LEADERS INSTALLATION MANUAL FOR HIGH WIND RESISTANT 0 • ',t SID"INSULATED ELEVATIONS CONSTRUCTION CATALOG C-HW02 0 9 • �-4� LL 7/16" 6d 3"EDGE/6"FIELD 1'/z"INSULATED SHEATHING 2X6 STUDS @ 16"O.C.WITH 2X6 SHOE AND DOUBLE 2X6 PLATE ' • n co 25/32" 8d 3"EDGE/6"]LLD ANCHOR BOLTS IN FOUNDATION USE: � • E WN � �'�l o 1/2"GYPSUM WALL BOARD SSTB28 WITH BEARING PLATE,SEE FOUNDATION IL- o V 1/i'MR GWB IN WET AREAS 0 Simpson Strong-Tie NOTES FOR SPACING (�/ Q T^- GYPSUM WALLBOARD 5d COOLERS 7"EDGE/10"FIELD AT LEAST ONE WINDOW IN EACH SLEEPING ROOM SHALL COMPLY WITH THE 00 CS 16 11/a"COILED STRAP- EXIT REQUIREMENTS OF SECTION R310 NOTE DRILLING AND NOTCHING 16"O.C.USE 4-8d NAILS � N HARDBOARD 8d SEE TABLE 3.11 THIS SHEET SILL PLATE TO RIM JOIST USE: r- • AT EACH STUD LIMITATIONS IN FIGURE R602.6(I)FOR BEARING WALLS AND FIGURE R602.6(2) LTP4 16"O.C.AT EXTERIOR PERIMETER ° MIN OVERLAP IS 27" -4 ' PARTICLEBOARD PANELS 8d SEE TABLE 3.11 THIS SHEET FOR NON-BEARING WALLS. AND GARAGEMOUSE COMMON WALL }- t a crl ju FOLLOW EXTERIOR CORNER FRAMING DETAIL FIGURE R602.10.5 USE 4 8d NAILS AT EACH END O DIAGONAL BOARD SHEATHING ROOF ASSEMBLIES-WFCM PRESCRIPTIVE METHOD •' SILL PLATE TO RIM JOIST AND FLOOR TO FLOOR CONNECTIONS �Q x o � RIM JOIST TO STUD CONNECTION USE: 0 3 0 1"x6"OR 1"x8" 2-8d PER SUPPORT ASPHALT STRIP SHINGLES SHALL.HAVE A MINIMUM OF SIX(6) MTS 12,16"O.C. RIM JOIST TO STUD CONNECTIONtolo FASTENERS PER SHINGLE(SECTION R905.6) USE 4 8d NAILS AT EACH END ° Z Vx10"OR WIDER 3-8d PER SUPPORT UNDERLAYMENT APPLICATION(SECTION R905.2.7) CIS FOR ROOF SLOPES OF TWO(2)UNITS VERTICAL IN TWELVE(12) FLOOR TO FLOOR CONNECTION USE: FLOOR SHEATHING UNITS HORIZONTAL(17-PERCENT SLOPE), MSTA 36,16"O.C. (� cv UP TO FOUR(4)UNITS VERTICAL IN TWELVE(12)UNITS P g- BLOCKING AT Simpson Strong-Tie Tie STRUCTURAL PANELS USE 4 8d NAILS AT EACH END 1 „ 1/2"SPACING -� HORIZONTAL(33-PERCENT SLOPE),UNDERLAYMENT CS 16 1/a COILED 24"O.C.ALLOWS !V 0) FOR CANTILEVER CONDITION USE MT512,16"O.C. •. ALLOWS p 1�- 1"OR LESS 8d 6"EDGE/12"FIELD SHALL BE TWO(2)LAYERS APPLIED IN THE FOLLOWING MANNER. USE 4 8d NAILS AT EACH END •. STRAP WIN MIN 12' HOLDDOWN HOLDDOWN APPLY A 19-INCH(483 MM)STRIP OF UNDERLAYMENT FELT PARALLEL OVERLAP AT EACH INSTALLATION INSTALLATION GREATER THAN 1" 10d 6"EDGE/6"FIELD WITH AND STARTING AT THE EAVES,FASTENED SUFFICIENTLY RAFTER TO STUD CONNECTION USE: STUD SIDEWALL 1,' TO HOLD IN PLACE. MTS 12,EACH ROOF RAFTER •. �-11 DIAGONAL BOARD SHEATHING STARTING AT THE SAVE,APPLY 36-INCH-WIDE(914 MM)SHEETS OF USE 8 16d NAILS AT EACH END • Ld " " 2-8d PER SUPPORT UNDERLAYMENT,OVERLAPPING SUCCESSIVE SHEETS 19INCHES(483 MM), 1"x6"OR 1 x8 AND FASTENED SUFFICIENTLY TO HOLD IN PLACE. RAFTER TO RIDGE TO RAFTER CONNECTION USE: •. ' ENDWALL O 1"x10"OR WIDER 3-8d PER SUPPORT FOR ROOF SLOPES OF FOUR(4)UNITS VERTICAL IN TWELVE(12)UNITS CS20 USE 8-8d NAILS IN EACH END c° ' HOLDDOWN I ��`•` Ca HER: AT EACH ROOF RAFTER Simpson Strong-Tie ' O 0 0 E h ICE PROTECTION(SECTION R 905.2.7.1) • ° (HDU5) CORNER STUD (A • !ee`� MTS30C OR CS 16 11/." 0 � r .✓ 1.NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6"OBTAIN I TER AT THE PANEL EDGE. UNDERLAYMENT IN HIGH WIND(SECTION R 905.2.7.2) DECK POST TO CONCRETE CONNECTION USE: COILED STRAP CONNECTED TO co FFL�Y r L ';> IF WALL SHEATHING IS NAILED 3"ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, FLASHING(SECTION R 905.2.8) PBS44A FOR EACH POST-USE 14-16d NAILS °' TRANSFER SHEAR NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE CONNECTORS, CHIMNEY'S AND FIRESPACES-CHAPTER 10 •° AT EACH ROOF RAFTER O p USE 8-16d NAILS AT 0 SUCH AS SHEAR PLATES,SHALL BE USED TO MAINTAIN THE LOAD PATH. ENERGY EFFICIENCY-CHAPTER 11,SEE ATTACHED REPORT DECK POST TO GIRDER CONNECTION USE: °• 2-16d COMMON c� w MECHANICAL-CHAPTER 12 PC44 FOR EACH POST •p° EACH END O O HOLDDOWN NAILS AT 10"O.C. ,� y;' f 2.WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF GENERAL MECHANICAL SYSTEMS-CHAPTER 13 (HDU5) O `; NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16d NAIL PER FOOT. HEATING AND COOLING EQUIPMENT-CHAPTER 14 GIRDER TO DECK JOIST CONNECTION USE: EXHAUST SYSTEMS CHAPTER 15 ® CONNECTED , DUCT SYSTEMS-CHAPTER 16 MTS 12 @EACH JOIST FLOOR TO FLOOR 2-16d COMMON ® CORNER STUD 3 �✓ STUD TO ROOF RAFTER CONNECTIONS- NAILS AT 6' O.C. O COMBUSTION AIR-CHAPTER 17 PORCH POST TO DECK USE: p TRANSFER SHEAR CHIMNEYS AND VENTS-CHAPTER 18 2-AC4 -USE 14-16d NAILS CONNECTION PLUMBING-PARTVII CANTILEVER CONDITION JEFFREY T. BUTLER, P.E. TABLE 3.11 (WFCM HIGH WIND EDITION) PORCH POST TO GIRDER USE:2-AC4 (140 MPH 3-SECOND GUST=120 MPH FASTEST-MILE WIND SPEED[PER TABLE R3-1.2.1.3) USE 14-16d NAILS (� WALL SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS PORCH ROOF RAFTER TO GIRDER USE: 1 3/4"MINIMUM Bp Z MTS 12 AT EACH ROOF RAFTER EDGE DISTANCE SHEATHING LOCATION STUD SPACING STRUCTURAL SHEATHING MAXIMUM NAIL SPACING (SEE NOTE 1) (INCHES,O.C.) OR PANEL SIDING FOR 8d COMMON NAILS a (SEE NOTE 3) (INCHES,O.C.) HOLD DOWN BRACKETS AT SHEAR WALL CORNERS, z o E 6 4'EDGE ZONE 16 AND WINDOW AND DOOR OPENINGS Z -4 CIA F 12(SEE NOTE 2) O = I (FLOOR TO FLOOR&FLOOR TO U m E 6 Simpson Strong-Tie o INTERIOR ZONE 16 U210 2x6 4„ W FOUNDATION;WFCM FIGURE 3.8a&3.8b) } z F 12 AT EACH RAFTER � z 4-10d x 1 1/2" 1M RIDGE TENSION STRAP E=NAIL SPACING AT PANEL EDGES(IN.) TABLE 3.10(WFCM HIGH WIND EDITION) Simpson Strong-Tie F=NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD(IN.) le d AC6 CS20 USE 8-8d NAILS ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS Q O V NOTE: AT EACH POST IN EACH END AT 0 0 ZI 1.FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS,THE 4 FOOT EDGE ZONE ATTACHMENT (140 MPH 3-SECOND GUST=120 MPH FASTEST-MILE WIND SPEED[PER TABLE R301.2(4)A) ATTACH LEDGER TO FRAMING EACH ROOF RAFTER f 10 I v REQUIREMENTS SHALL BE USED. MEMBER WITH 2-1/2"X 5"LAG , SHEATHING LOCATION STUD SPACING STRUCTURAL SHEATHING MAXIMUM NAIL SPACING BOLTS AT 16"ON CENTER SEE PLAN O E HE 'Q S 2.TABULATED 12 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO STUD FRAMING OR PANEL SIDING FOR 8d COMMON NAILS MEMBERS WITH GO.49.FOR FRAMING MEMBERS WITH 0.42<G<0.49,THE NAIL SPACINGS SHALL (SEE NOTE 1) (INCHES,O.C.) (SEE NOTE 3) (INCHES,O.C.) • ' I •` �" Y BE REDUCED TO 6 INCHES O.C. E 6 aL 4 010 4'PERIMETER EDGE ZONE 3.FOR EXTERIOR PANEL SIDING,GALVANIZED BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED 16 F 6 Simpson Strong-Tie W di FOR COMMON NAILS. INTERIOR ZONE 16 E 6 U210 2X6 RAFTER p z F 12(SEE NOTE 2) AT EACH CEILING JOIST E 4 4-10d x 1 1/2" GABLE ENDWALL RAKE AND RAKE TRUSS G� z Q ' TABLE 3.2B (WFCM HIGH WIND EDITION-2015) F 4 ' ° .q• u Q SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING LATERAL&SHEAR LOADS E=NAIL SPACING AT PANEL EDGES(IN.) d 6• F=NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD(IN.) RIDGE BEAM MAXIMUM ANCHOR MAXIMUM ANCHOR � JOIST HANGER REQUIRED BOTTOM PLATE TO FOUNDATION FOUNDATION BOLT SPACING(IN.) BOLT SPACING(IN.) 1.FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4 FEET ON EACH a a AT CATHEDRAL CEILINGS BOLT CONNECTION RESISTING SUPPORTING (1/2"ANCHOR BOLTS) (5/8"ANCHOR BOLTS) SIDE OF THE ROOF PEAK,THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. LSSU OR EQUAL 7 2.TABULATED 12 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS ;t Simpson Strong-Tie 2"MINIMUM PAGE : WITH G>0.49.FOR FRAMING MEMBERSTIL WITH 0.42<.G<9.49, E NAIL SPACINGS SHALL BE REDUCED TO 6 INCHES O.C. 4 U210 2X6 SIDECOVER •ti.} RIDGE LATERAL AND SHEAR LOADS 1-3 STORY 31 48 AT EACH DECK/PORCH JOIST Simpson Strong-Tie ' •' Simpson Strong-Tie 3.TABULATED 6 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS 4-10d x 1 1/2" WITH G>0.49.FOR FRAMING MEMBERS WITH 0.42< kD.49,THE NAIL SPACINGS SHALL BE REDUCED TO 4 INCHES O.C. SSTB28 WITH BP t AT EACH POST FOOTING TENSION-STRAP 5-4 4.TABULATED 4 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTERPIRUSS FRAMING MEMBERS TYPICAL PORCH/DECK DETAIL NOTE:MAX 12"FROM EACH CORNER AND EACH SPLICE,PROVIDE BEARING PLATE BY SEMPSON,SEE DETAIL WITH G>0.49.FOR FRAMING MEMBERS WITH 0.42<G<0.49,THE NAIL SPACINGS SHALL BE REDUCED TO 3 INCHES O.C. LEDGER CONNECTIONS ANCHOR BOLT DETAIL PORCH COLUMN CONNECTIONS COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P.C. REPRODUCTION IN ANY FORM 15 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E., P.C. h df b a Load b DETAILS � Loering or races ear wag JOIST l..t ET!p"�I L Plate n all-16ci(g.1'.,5"x 3}'z") 1Y,`round►roles maybe k t ever wall t mu sac ll below)above( s Plate Hall,16d(0.135"x 3 j2„) Plate Hall,1ff„#(0.135 x 3�") at 12"ors-center a � f " �, Load bearing or braced/shear wail above cut anyavl,ana In web r When sheathing thickness exceeds a", Bloclang gene!: 1» TJ Rim Board, must stack over wall below when ALLOWABLE HOLES - TJI Joists they are of hatched zone Ir at 16"an-center at 16"cra. n.er ! 2x stud wall at Fle3or panel Hall- „ f ftresent} R 9 fl 9 1C�"on-center 8d(0 131"x 2%a"}at 6"or-center 1Y4"or 1�"TlmberStrand LSL or No load bearing tortzon meted 3' Blksciclrl panel: trim sfheathin tongue at rina board g �Y 1}s"TJr Rim Board,1 Ya"car Web stiffener i TJi''Dist. wall above f�lln.dlstanca from Table A Min.distance from Table B ' ( (Plate nail-16d(0.135'x 3Y2" Blocking (edge-to-edge)from a tja"Tlrr berSkrcarld°'LSL or required an both } Web stiffeners rt�C{ulre�!on 2x4 minimum Web stiffeners lye-TJ"'Rlnn nBoard. Bo t++OF larger hole. sides at A2ViF ONLY at 16"or center*r p l both sides at A3.4W ONLY a T.11` joist ,,��. Sheathing squash blacks requited each side 1)`a"or 1�"TknberStrand-lSL c��Hatch flange 8d(0 panel nail- boundary nails, .- at 83W ONLY or TJI`joist _ 8d(0,13t"x 2�:"}at tS"on center" 8d(0.1 31"x 2Y2"j iY4"or 1 V (�} tr-%RIM ,�•� at 4"on�enter 71mberStrand¢' ` Ys" Web stiffeners ti" \ / - I f $" nail o ralst a` Web Stiffeners required a' .' nail � .. ,, each side at A3_W LSL rim board. B1 B1W �.. required on both , --Toe nail-10d(a.131" „d� � , sides of both joist g" L t 2 z D r Eh CWsely grouped round Lz 2 x L2 Toe rear, Toe Hall, '�t)'a"TJ"`Rim Board, When sheathing " % " ends at 84W ONLY fVofleldcut minima p mlydmum NoWdcut Do not ad 10d(0.131"x 3 } 1 Od(0,131 x 3"} A' T 12" x 3")at 6 on-center �`� nores to the r perimeter holes are ermltted tl " ' � (A:3.1 fA3.t'J+l orfy) thickness exceeds/q", Web strfferrers required DO ND7' (applies to all hdcsa group pe n�Er hot"in novae rarg�er at 6"on-center at 6"or-center nun« End of joists at torched lsaeals requirements for hatched = IV or 1 V TlmberStrand'LSL. trim sheathing tongue on bath sides at 61 W cur holes in cantilever except knockouts) q (hen 1r4-to TJir rim mist at rim board of support reinfors®merit. 7Q1'� holes., fO""s �"�"•r ►Plata sU?fener j" and B2W ONLY required on both Must have 7Y4"minIfOLI n Toe"nal-10d(0.131"x 3') of support Table A-End Support or square sirfies at Al W C)hlLY at B on-center' Instal proper blocking to Blocking panels may required pp k joist hearing at ends.Attach , e3.3 support all panel edges 62 62W Blocking panels may be required w11i'a braced/shear with bracedlshear walls above or Minimum distance from edge of hole to Inside face of nearest end su rt Al A1W �✓ A W rim•oisf per detail. A3 A3.1 A,.2 walls above or below-see detal B1 B3 63W below see detail B1 64 64W J P ,� Tito ROUND HOLE SIZE SQUARE pfZ RECTANGULAR HOLE SIZE 'For additional Installation sped!Icatlons see Rim Board Details and Installation in A,3^W� A3,1 A3.2 CA3 'For additional Installation spetdflcatons see tiFrt Board A+3.4 A3.*✓ W Nall through 2x cantilever,wood backer andfNcyerhaauser!nett llaffora Guldf+for Fluor grad Roof Frvrnaing, TJ-9D01. W W Details and Installation In Weyerhaeuser Installation Gufda 1Ys"TJ'�Rim Bawd or tYa"or t3"TimberStrand TJI' web with 2 rows 1t)d 0.1d$"x 3" 1I0 rrr rs• 2-0 a�i .o" t rr t�• r s'�• a for Floor and Roof Framing,TJ•9001. Blacking f ) 2to 'tar r s- r-0• 3a" s-s• t tr 2-0 r-0a 4wr sea^ LSL.Nail with f 0d(fJ.139"x 3")Weis,one each at panel nails at$"an-center,clinched. 9 " 23a T.s• x-n" 21-W 31 W F-W e cr 7-(r T-W ,r-^ rr•-' top and bottom flange.flail to blocking pond with Use 16d(0.135'.x 3Y2")nails with 3Y2"TJI" M r•s• 2'-cr 31-0• 4"-0• s'aY tie" 2W 3:a• SW SW connections equivalent to floor panel schedule. Joist flange widths. 560 I•ai" 21-V sa• s-n• tar 2-( 3'4a• 4'rr sat -r F'0"length of TJI"joist 8"diameter maximum hole far 117�"- h s tr" a lie tar Ile r r t.e• ^ 4' • reinforcement and filler 16"'deep blocking panels-t7"diameter 1, TJ Rim Board li4"or ivy T mberStrAnd 4'-0"length of 8"diameter maximum hole for 11�"- block.Use 4'-0"length maximum for blocking panels 9)2" LSL.Nall with tOd(0.131".x 3"}Halls, 210 r4r I-C' 2.1a r m oar 3•-6" V-r t•-0 ,•-0• 74rzg. 3aa s•4$ 51-6" T-s a � g p Attach reinforcement to josh t1e1- 230 raa• r �,• ' �s- ,, x • �"reinforcement ;," r one each at top and bottom flange. 3sa i'a; x tr 34r 3a> d'a;" s-0" r e f, 2'�' aaa a u-0 s'-0" Tf• 16"deep blocking panels:6"diameter with 9, and I I p TJr' �rieep or shorter than 12"long. with one 8d(0.131"x 2Y2"} 8-diameter maximum hole for on one side at E2, h.• j Attach reinforcement to NO 1'� x�- 3-0" 4�" •s' s•-tr` a` 2-6 -61 d' �' r4r• r s• e'4s- Web stiffeners 113'87-16"sleep blocking parcels: rrtax�ri p for blocking panels 0n"y 1��� 13a not cut flanges. X7) nail at each corner F 1 applies ly Ito tea ro r{r 1 0• lAr r-ts" T-W s-s" T-W ter IW r{r ram' 4'-M V-0- s'-o- bcth sides at E3 .deep or shnrter.ihan 12"tong. 'ti., with one 8d(0.131"x Z.r2} Horizontal blocking unfform .-•Load from above required on both 6"dlametbr maximum for � 9 ly 2to I-0• Iaa• ifs Iui' xar r-s- T-W s-0- tar tar rdr � Oar C-6 649" 8'�" Do net cut flanges. 1 "TJ Rim Board 1 "ar 112" `� Hall at each coral t sides at E11rV ONLY blocking panels 9)'2"deep or :, g ", � '*�4 panels between each �! boded Joists is" 230 tKr fur r-a' t• ram~ z-a• d•[r raj nta• t=o• r4r• s•4a•' 4•.0" s`-o" r-o" 13w^ shorter than 12"long. ` Tim.berStrand-LSL.Nag with joist.Nail to top plate with only. sue L: I'4a I` 3af- 4 ar s� a ar tar 1$ 4`ar a o- s s s a at s• 10d(0.131"x 3'}nalls,one Y I Z'length of 3/.," ` connections equivalent to Wood ti �i{' sac t'-cr t•-cr x-a• s.o• 4'-e- s•-ta•• s',s" 91-01 r-e•• XLT r m s-cr r4r r-u" T4r 10-m 'n • .- - s Do not cut flanges. IV'TY Rim Board or'iy4"or 1,V2„ each aft ahid bottom fie e ' ya gc Ito t'.r1 t=ct ear 11 or r-rs" r.aa• its 3�r s-0 t=e +cr r�r r{s" lr 3-0^ 5-u^ rs 1€rtr z a ` ng • reinforcement on float panel schedule. backer s a� O T(mberStrand LSL.Nag with 10d �� one side at E5, " " zeo r I-0 tar IW 'Wa i'-6• r-s" 3B' s-0" tL0 nm tut 3aY 3af V-s• a•-a• ilar m (0.131"x 3")nails,one each at - Attach reinforcement to 12 length of 3i'a 91 �o Ir 230 1-0 tar tar tar r-a• 1'8^ a.1 4'-0" r-0- IcEa Iur tua• tar T- 4•-0• tar w-o- yv > `�`: O both sides at.E6 �' �e 3so t t�s• 1-a t-0• ra• x-0- 4$ oat• tar r o Yai• 3 o ear sea• oar ta'r,• t, rr W tap and bottom flange. ; joist web with 3 rows Roll depth vertical / reinforcement tVboths es one sloe �t t~ ���ocfi l0d(0.148"x 3")nvAs at 6" blocking between of E7,both sides at f;3 F1 Mgt l sso r-0r fur r I•-0" x-s 3!_C" sal" r-0• Ia-0 tar xar 3aY a'ar saf" tar loot ,tar 1x-0• 2x4 minlmtAnl "`Attach reinforcement • on-center,clinched.Use 2 each Joist /'j a- a- 7- a" Ia" 't2• of/." ta'/." a- a- 7" a- Ir 12- 14Y. 16Y.- `t>��-'' to joist flange with „ rows with 9y"and 11r/e" Less than 5" E7 ES Less than 5" ta• 3sa r-0- r•e- r-0" 2�t 4'0 ss° 9� r� 3� 4'-s" s-0. 1rr�r Ira. IT-e squash blacks, " 8d(0.131"x'2Y2"')nails at 6" ��"� Til,Joists. sua r 0. '-e 1'.0 x�a" oaf r e ttr-0 r a" s-0" sa;- a 0" i 1%d tzaa I4-0 Rim Board or `L • on-C ntrrr.When reinforcing E5 E6 Cap`: WEB STIFFENER ATTACHMENT auo 1 cr 14r 11-0 fur r�r 4� r{r ttr4r r o r-o^ 3:0 r'-a a�cr tt� tam tss CS Use 2x4 mininturn squash blocks to r � ij`a"or 1 2"TimberStrand LSl. Face grain �� boot sides.Stagger Halls. g /� a"nflnimum ^ sea ter tar rya• 1-0• x�r 4-0" s e• tier 1 a s`s" sr-a" r-0. 10 s t3'�r ,a'a tss transfer load around TJI's'joist Nail with 1 Od(0.131"x 3") hcxtzontal (�E�4 Not use with 3�z FJf>joist flan me widths 2sf"maxkrturrh E1 E1 n<alls,one each at trap and 1�2 �� `�...�' � � 1" " Table B -Intermediate or Cantilever Support (1�"for TJtz fJalllrag. bottom flange. EXTERIOR HECK ATTACHMENT O,,tatiran#1 560,660D) See table below. Minimum distance from edge of hole to Inside face of nearest Intermediate or cantilever sup ors Apply subfloor TJr'joist blocking wAth end JOIST ROUND HOLE SiZE SQUARE OR RECTANGULAR HOLE SIZE Structural exterior sheathing Y Web Stiffener bath sides. DEPTH Trr g blocks Installed at Ist-s an r• r. adhesive Y!o p - t 2^ 3 a" 5" atY:" 'r" e,t 11• 13- r 3" a" 5" erg• r e,� if- Flashing, z Flush bearlrhtq plate required. Flashi locations using See table below. •1Mth point load from afirave,and no support e Hangerhei htmusr " �` g 1ta 2aa rr 3s' Oaf• ra# ta3- x-0• 3a3 5a5" ea: �. fi Double TJIr'Joist Filler Block: Hanger Backer Bhck:Install tight Maximum Ya overhang ',,, contact Surfaces two 8d 0113"x 2 � below,Install root stiffener tight ict top flange � -- be a minimum or srt96 € Yz) Tight It (gap at bottom flange) . zto 2'a>• 2'.s• 3-r 5'-0' arts" xar 3'-0• 4w v-6 r-0" p a ofJolst demo Attach per the table.Cinch to top flange(tight to bottom permitted at beam. Treated 2k ` nails or 230 r-a' r•ra' 4-Cr 5•-W as' raj 3`•8• 4'a3^ 5.6^ ?-.W > a nails when possible. r'_ flange with face mount hangers). ledaa�r p�`t° 2)2"screws. r Depth Minimum Web Nailing Requirements 360 3ur 4ar s-s• suit' W m 3-0' 4•a6- say- r-V ajar m Clinch nags when possible. ��� TJI'Joist Series Number Nails spa 3'-C' s`-a- our r•.s- 19-T 4=0• 5-0" sea" a'ar star � P See fastener ' ,j� 2�'� typical (In.) Stiffener Size Type table below.Maintain `. <,. 1Ye"TJ Rim Board or 1Y4" ��' End fntormediate tto Iaa• rc r 4 d' 11 r-s 4' r IE IE (minimum) or 1Y2"TlmberStrandr' LSL. �, 110 All s/a"x 2sls"m' 210 !': IW 7-Cr sur 4•.s- s•4r V-0• fur 2-0• 3aT 4a3^ errr ear to " ` 2"distance n Ins um from 21 f) All la"x 2g 5"," 8d 11%" 230 1'-cr ,,( -s• • s-0• • I ar I za3• s cr oaf" gas~ 1n Top mount . - edge of ledger to fastener. 3so x{r" 3 ta" 4-0" 5a" tar r-0• et 0- x a-0' ar rar 9-V e•-0" 11-Cr hanger ( } I Option rtt2: 230&360 All '/e"x 2sls"na (0.113"x 2Yz"} 3 3 no r s• T-v 4W s•-0• aua" V-s' Ix-0" T-(r at s ia• 8 1t3-0• tr-tr ix-0" ! fastener Allowable Load-absl6olt) 2x strapping Installed at Y3 16d Ito no" •.o• v4r v-tr r-o- r-u^ a•-s• r-e e:u" r rr fur 2 s" sae s 9.0. 12' m Face mount Backer block Y2"Through bolt joist-spars locations using two 560 All 2x4 ' 2to 1-0• t-0• Iur Ifr -0" 34' s-0 s.s• e:0• 1ar' r r T-9- V fr r-4r 1a-o" 1314" hanger both sides of web Rim Board Material X"lag bolt )z"Through bolt with Air Space 2,'/2"screws per joist,typical (t�«135"x '� 14" 230 1'-0' IW 1 ua• 2•-0• S-6 4'ar ajar 10`af• Iar i'-0• ra3" 4'-V &•4 r r-E" 11•-ta" 13-8•' �nih sfnyl+-TJIr'joist 1Ys"TJe Rim Board M 480 695 18" 4 4 360 IL£a 1� -W � &-, traf- 1W 2w•• 4 s gar• V I7-Ir 14'-0^ Web stiffeners required If sides of 1 k,"TImberStranri LSL 610 725 61501 O tc ron#q: b60D 20" 2x4�' 16d 5r +5 5e0 I cr 11-01 1•-0' 3'-0• s-V e•-F V-0" t3�• 1 ry 3 0 s-0' r IV4 11•-0" 13'-w 15'-tit" With tap mount hantgers,backer block required only r ix Tlmfaerslran t SL 675 725 17irertly applied eating 22"c (0.135"x 3'/x"} to 11 11a r r a r-a• 1-0• +r =0 r� s4r a'-0• tar tar 1•-c• 1W 3•� 4-6" s°.s" It- hanger !sett jl1 do not laterally support at H2 H3 = zto r-0 1-0 1.0 I tar 1'-01 3'-0 s tr hoar 1:m 1W 1=a• rrr 4 a s-0" 1n"u Ira te"ta leaIst;`i"of TJI joist top flange far downward loads exceeding 25t)Itsa or far uplift (1}Corrosion-resistant fasteners required for weir ervk appik tkns. ftgl 24"' 6 13 f 1 9' LA When specified do the layout one of S Is. 23o t-0- r-0- r0 1•-t ne• r•o" 4•.0" V-s" 1r{a• 1:4- s-o•' 1•-0• rx� sat a o" Io-0" 13-0- te-s conditions.For nailing requirements see page 5,TJ- {2)rJloruaWca!coed u'etermined In ar corder ce wit,•tsSTrtt ta707z. (1}PSt ar PS2 sheathing,face grin vertical 3Ga ltita• t I t 3-0" 4°-0" a Io'm I3.4 19 i-0 r-0 a'x 13-0^ 14�s• 17[a the bracin o tions above is tie uired 90ift,Weyerhaeuser installation Guide forFloor and (3)1�"TJB Rim Board Is allowed with jnlst depths>s.,tt;"only. g A tl (2)Construction grade or better sso t'-0• t•-ta• fur 1--(r 2'aa^ 3•at" r-0• trot• I$•-ta' 1•.p• tar 3•-0• 5'-0' s`�' Ia->3•' ia•-s" 1e'-tr 1s•-cr Roof Framinp,V-9001. (4)MaArnum!,"sthimmed air space. (3)Web stiffeners are always required for 22"and 24"TJI e 5600 Joists p c 4- r r• a- 10` Ir 14}Y..- tsyy4" r r 7- S" Ia- 12- 143." 1a3•' BEAM DETAILS FASTENING of FLOOR PANELS ta- 3so I'-a r•w 1'.u• a•-a- �r ar ta•~ =c• 4'-0^ s-s^ 9 •-W u-0 teat Guldellnes for Closest Orn•CCenter Spacing per Row FILLER and BACKER BLOCK SIZES sso tea r{r I'�t" xar v-m liar' w-6 i•-a" s•-cr s-0" iv is s Isar t9 a TJr°'t'M Rim Board 1x/4" TJr"Joists 110 210 230 or 360 360 560 560Q 3ba tar tar I'aa 1-0 3-0 saT I1-0• ts-0 r o- 1'-6" 4-0- r-0• tz-f te--s I9 D z+r s BEARING FOR DOOR BEAM TO BEAM BEARING AT Nall Size tiro,210, 3fT0 and 1�-T(x TlmberStrand�LSL TNnberStrand"LSL Mkrollama Parallam- r " r : v " r " �" sea r(a^ 1'a}^ I{r 110• 1a3 5-0 11a3. 15ai 1 tt 3'n" a s" 8 u` to a ,vas 18�s 2ff� • CONNECTION CONCRETE WALL or LVL PSL ! 91Ce"-11/a td".16" g3`x"-t1 14".1S' $Yz"-ti/a 14".18" 1$"•20" 11 14".18" 18",20" 22"-24" lretarquiarnc�esbsseeionmeasurcrneruaraestsidr. (� BEADING AT WALL OR WINDOW HEARER and 23Q 560 Rim Board tY" 1Yx" + Leave Ys"of web(mlraimum}at top and txittan of hole.Do NOT cut joist tkmges +J- X $d(0.113"x 2Y2 ),eel(0.131"x 2Yz"r 4" 3" fs" 4" 3" 3" A- 4' to 1gY�'V Rim Board r.?r Strap per Code if top plate � Flier Block t 2x6+a Sin" 2x8 t in 2xGhe +%2" 2xt3 s in s2x12hea t)'z" Tvrb TWO Two Four t"x g • 2xti 2x8 Tables are based on unlForm toad tables In cxsrt>erat design literature. t Y4"or 1..I%"TlrnberS"nde Is not mnlhuous over 10d(0.148"x 3"),'12d(0.1a8"x 3%") 4 Vs 4"tsa e^ 4- 3" 3« 5• 4• {Detail H2) sheathing sheathing sfaeatiyl ag sheathing shaat'hing 2x$ 2xf3 2x12 --thing • For simple span(5'ittlnlmum),uniformly loaded joists used In reslderatfPl applications,area maximum size round fide may be located � LSL of blocking for lateral ht a er r 1 sd(b.162'is 3?/x"} �" 6" 16"t4e F^sea 5"tst e'•tet "tar g- Cantilever Filler 2xti 2x14 2xG+sia" 2x1LI w ya 2x$+Yz" 2x10 Not at the center of the Joist span provided that no other holes occur In the MaLLu si > (Detail Eb 4-0"k g{i-} staenthing sheahting sncatfing sheathing Not applicable Q support ` i Star r nails v,4yen u51a "on-renter nt¢r sp sr,Irh oral malnraln �t and ,areal ad +�dls.3nrxa,C1aar rcahv of fastenk is errarhted(Pots at$rbutl. ( } applicable 1 f- € } g "ph g- e �.�"k�rtg t3'�a"lore ."IorxJ fi`-il"bug ALLOWABLE HOLES Headers and Beams Q... panel�tr,�. )for dlaphraeJncs.Fastener spaclneJ for TJI'`joists let diaphragm a}apll�rlans ra'Ancx be less:than shown In table.v�l#Irn fastr�et'spacing for , - Strap per node if top � s Backer Black t t U.I K1 p blveking is less titan;!oaring shown above,rectangular blocking rr+oak tsF:used In Ilea of TJI`joists. (Etetal F1 rtksie Is not Continuous `` (2)For non-diaphragm.applications,mulJple rows of fasteners are permitted If hire row,,are offset at least'h"and staggered. �"or%" 1/4"or f" �"or 1"Net 2A 2)(a 2x12 Two 4 x 15 �,rj§E TimberStrandfD LSL Headers and Beams � a Cover column (3}With 10d(R.1a8"x IW)halls,Spaclnr,can be reduced to 3"+�n-cerewfcrl light au oster,l straps, or H2 sheath! O i3 9 g straps, 2 x diameter of the Cop mourn Can he reduced to 5"on center If Hall penetration Into the narra,v e 1 no m than 1,"(to minimizes I A Filler 16d(0.1$5"x 3'i ) 3 1- (4) ,Q t p,aedge pl<'ng). Nail Size 10d(4.128"x 3") largest(tole(minknum) hanger (5,)Can be reduced to 4"on-center If hat)penetration,into tthe narrow edge Is rxI Iran e fiharh 1)a"(tu minitrslze spill Lam). Backer IQd(0.128•x Y) � � r- 1 Protect untreated J 'depth Column Face mount {6)'Can be reduced to 3)"carp-venter If Hal per�tratlon Into tfse nerrrru B:Jge Is no rnrsrrs than 1�:."(to mi�imiae splttUlrN Filler Allowed hod zone hanger wood from direct ■Recommender(nalling Is 12"on"nier In field and S"on-center along paftef edge.Fastening w4ulnerne,ts on engineered dmwbgs supersede Nall 15 one side 15 each side 25 each side tr ni cq W contact with recommendalortslstedabove- f3uarrtltytz Backer 15 15 15 18 f __ ______ _ ________ 0 L1 ' 2 L3 See current Weyerhaeuser L4 concrete ■Maximum nail spacing for TJI''joists Is it"ova-center. �--- --- --�-------- ■1a fya.staples may Ise substituted fix 8c3(tt.t 13"x 2:x")Hale Ir minimum penetralhn of I"into the TJI"'joist or rim board Is ar-Hived. 41}tt r r r,9s5Rrp,K tease filar and barkf.r bhcir height tar lom mars hc% q s and mairo.+ Y�.l rdap et c<p or ici-,r;aoe dearA w.Fil rand baekert�ie ° L (� X } ------------- literature for framing connectors ■To 91. raze. may l rrsubs In erne r 8d dis(ee and row spacing of 2 x Hal diameter or 3 " whichever Is rester. +lkrenalsx 1 shall accv.m<fate rertulrad ndiN wIthaet splltln9(12"mintrum for backer bkxks and 24"mkimwr,fbc Mr blades}. .a - e o-� _a - .0 1.55 E TlmberStrande LSL iii ((� f2)Cllnah nails when pQs,tk. td) ■Haling rows must be offset at least Y"and stagggemd,p � %s+ ft Header or eaartaae Maxiruara rtaaxt � M 0 iL ■For recommended naling and adhesives,sr�e I.HSTALLATION RECOMMENDATIONS on page 2 of t h.e Weyerhaeuser tnsfaVion Gt ide for Fkxar ate' Hole she l� � Z Multi le-Member Connectlons for Top-Loaded Beams and RnofPramfrag,rJ'9001. sra=56" 3" p p Joists must be laterally supported at $" 11%,"-11%. 35V Fastener Installation Requirements cantilever and end bearings by blocking 14=16" 4s%• f T„ 181 jolslf floor"framing doe's E1 panels,hangers,or direct attachment to � a- Cl! Piece fi of - Fastener General Notes See Ibistration hw allowed hole corm Width Plies r a Alm board or rim'joist. a Allowed hale zone suitable for headers and buns with 01 ---Type`,' Ntln.Length ft f"ohfS Q.C.Sp<tcing Lcttlon When fasteners are required on tenth t1C3t l't�{iClii'E3 bCif�gttlg bf BEARING AT 1 t nails 3" 30r sides,stagger fasteners on the second mid-span blocking uniform and/or concentrated loads anywhere along the member. 12" side so they fall halfway between a Round holes only 1.1-- CO LUM N 2 12d-16d nails 3 Y. 2�, One side fasteners on the first side. . No holes In headers or beams In plank orientation,. LL Screws 3V or 332" 2 24" Fl2fli 1f3d Halls ®' " 3�a Al -� � Other Trus Joist' Headers and Beams s 1 x> 12" Both sides DO NOrbevet cut Joist Rim board joint Mkaollam•LVL 19 " 3 12c,-16d nags 3/i"t " 2 1 E2 between joists Do Noroverhanyseateuts R 3%"or 3� Both sides beyond inside face!of wall, 1.3E TimberStrand" and Parallanl PSL EN�SjNEI=R: Screws 2 24" Load must be applied evenly across ` 3• on beams beyond the fnskle LSL hole zom We zone 2 x diameter of the Ya depth 5" One side entire beam width.Otherwise,use face of support member; r9 (minimum) ,� .. �•' largest fade minimum n'"'' "`�`"• Verify column capacity 10d nalls`a` 3" V One side connectksns for sine-loaded beams. . oo NOT cut notes,or drip �` and bo+am bearing 12'" (per ply) � � � � Dies treaders or beams ✓� R[Y .,� �'o h to �- 16r vials' 3Ya" 2 ,• L 5 length,See current 4 12r'- r, i1, ___-- ------`•-. 1 d --� except as Indicated In Weyerhaeuser literature. 5"or 6'• Both sides � �` �� s ° L----- _____J ° o tHustrations arts tables, Screws " 2 24" Multlnle pleres can be nalied or bolted together to s, 6� One side form a header or beans of the required size,u to a TJI rim joist 1 �.• e Lea q p <,. BAcrdlam LVL and Other Tars Jdst�Beams R m Both sides maximum width of 7" FY'� a y,' lye"TX"Rim Board or Parafiam"PSL 2: Screws 2 24" a Header or Beam maxknum ftm-4 L ' 2 G�`a" Una side L3 1)d`or f Y2"TlmberSirand LSL. oeyta f size _ A2 � ° allowed hole zone �n 'r"bolts "8" 2 24" - iL 1 mlddley span 4�" 1" a �,. (1)1 old naafis are p.12R'diameter 12d-16d nags are;0,148"-6.162"dameter': ;crews are Sf35,SbW,USP WS,or TrussLOK a h �! Bt y/. Lt d t.3E nmberstr a LSL meowed bore zt7are d COLUMN C E�7I iLS e.,tstra 2" (2)An additonal row,of mils Is required with depths of 14".Car greater. "r See�ustration for Allowed Hale Zone (3)'='tltlen connecting 4-ply members,nail each ply to the other and offset nag rows by 2"from the roves In the ply below, H1 .� �`4 General Notes JEFFREY T. BUTLER, P.E. • ` . B2 / BEAM OPJI "tip ' ,., • Allowed hole zone suitable for treaders and beams with uniform bads only. COLUMN CAP NAILING AT BEARING {FLOOR} LS '`r`� e Round holes only (� TJW Joist to Bearing Plate Squash Mocks to TJP Joist `�' j 83 /;, rlti tholes In eantuevers • No holes In headers or beams in plank orientation- ? 1rr`•TJ'Y Rim Board or {LoadhearftarJweal(shove) y _ h` m a"or 1}z"Tlmber5trand`'LSL. , 1 Joist may be shifted up to 3"if t One Inc (0, flange x e) floor panel edge Is supported � Hall Into each flan.a B4 Interfrledlate beatings One 8d(0.113"x 2�"} 2 and span rating is not exceeded. ` `�., na'f each side.Drive with load bearing or -, !J l a I}o not cut oist flanges. `�, _ �,. mails at an angle at j Plumbing Drop braced/shear wall �` z a P1 least iY from end '`� fr above I- 2" .w End of joists `r D a :'e Z _J V Qp i atccnteti,r `�,, O = (P COLUMN ERASE intermediate � (� - 1 r;minimum end bearing intermediate bearing Also see de#off 82 of support " ' ,� 5�a"ma be required �• f�, ' ..•" � s d m z slrggle-famliy�appl;atlons Y ri for maximum -�� H1 `'� ) Q 111 z ,Shear teansfon Connections equivalent capart, to floor panel nailing schedule r • JI Rim to TJI-.foist `�. ��•. i e v V }, : •. 1)4"TJ' Rim Board, a j q o`` }` i�, Q Q ~ 1}'`a"or 1)a"TlmberSVand�'LSL. TJI"560 Alm joist:Toe Addltlonar'olst is required If `r•., � or TJI 110 Alm joist; nail with 10d(0.128"x 3") (bar panel edge is unsupported L4 0 * , DO NOT use sawn W jot r One 10d(17.131°x 3"}nag Into nags,one each side of or if spars rating is exceeded. •a .� -' lumber forntm U ~ TJI" okt flan e, TJr,560 `moo ,r Exterior beck F 4 S �7 j L- floor joist ti Attachment boardorblo each(lane•}r. ``+� O n9. O TJrr�210,230,and 360 rim Joist- One �`• `• •- Structural as it mar shrink Y - EI"EVAT1Fr3 Clue 1£d(it«135"x 3," Hall Into INSTALLATION TIPS - ���/ o g Use only ) � `°` �` sheathing aRer"onlatfon" O It each flange. •Subloor adhesive will improve floor performance,but � � COLUMN BASE 3 With depths>16",use TJI`360 rim gist. P P `�. � o � o engineered lumber. d) t/"rtllnlmuttt bearing P j rop tie clay not be required. Locate rim board joint between�fsts. � � `z Safety � � o 1 m) bracing er O - •Squash blocks and blocking panels 61rry stacked Protect untreated wood ��``� minimum}at 8'on-centErr(B' z � .4 BEAM ATTACHMENT-at BEARING vertical loads(details B1 and B2).Packing out the web from direct contact with See ALLOWABLE `\ �, on-center for TJI"110 joists)and z of a TJI"'joist(with web stiffeners)is not a subs�ate concrete t,Y2"knockouts H3 HOLES extended to a braced end wall. a Q 1'4"TJI Rlm Board or for squash blocks or blocking panels. at approximately Fasten at each joist with U Q ' 1Y"or i i?TlmberStrond. LSL.. 12"on-center two 8d(0.113"x 2V2")nails minimum " •When Joists are doubled at noh4oad bearing parallel O clonal partitions,space joists apart the width_of the wall for p (see WARNING), P3 p _ phambjrlg or HVAC. Bearinglate to be norrshrir<k See framl; Ian If applicable) flush with Inside face Drive rams at an ' p f pp tale}or of wall or beam grout One 10d(0.12$"x 3")nail ear3,h angle to rrinImIze Weyerhaeuser Installation Guide for Floor •Additional Joist at plumbing drop(see detail). silo of member at f�earinq, s,,ittlalr�g of pirate arc#Roof Framing, 7",t 9t)LK}. f`or rrsi:�-raurr! PAGE : 1',"minimum from end end and Intermediate bearing lengths. This sheet is intended as a supplement to the Weyerhaeuser Installation Guide for Floor"and Roof Framing, TJ-9001, and the Deep Depth Trus foist• TJI loist.Insta/iation Guide, TJ-9006, which should be referenced for additional information. COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P.G. REPRODUCTION IN ANY FORM 16 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E., P.C.