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HomeMy WebLinkAbout49654-Z TOWN OF SOUTHOLD jj BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY S 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#: 49654 Date: 9/7/2023 Permission is hereby granted to: Marissael Kenneth .... 300 Kilburn Rd S �.................. .............. Garden Garden Ci , NY 11530 _......�__._r� _...___._ ­­...........................�.. To Construct a second story addition and alterations to an existing single-family dwelling as applied for per SCHD and ZBA approvals. At premises located at: ... . ._�hold 260 Founders Path,Southold w�� _v ______ SCTM # 473889 Sec/Block/Lot# 64.-2-24 _......_„ Pursuant to application dated 3/13/2023 and approved by the Building Inspector.. mm To expire on 3/8/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $625.60 CERTIFICATE OF OCCUPANCY $50.00 Total: $675.60 Building Inspector �,tz'ssrx i r 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.southoldtownny.gov_ Date Received APPLICATION FOR BUILDING PERMIT a V I For Office Use Only If,as PERMIT NO. Building Inspector. , Applieatlons and forms must befil�ed our in thea entirety Incomphte, "� - ' ' r applications wllfnQt k, �ceepted Where the Applicant is rtot the owner,an , O �nrrrer's Autharizatiort<for`m(Page )�sha,ll3bQcQxnplet�d ni Date: OWNER(S)rOF PRQPERTY Name: —r� IS S� SCTM#1000 �o� - a= Project Address: 266 1-, UNvr;Rs GOUTGOUT14 OLD V19-71 Phone#: t1 4 q Email:. rn M S (> 3 � /lilvy Mailing Address: r .� 0 CQNTACT PE�,SON r Name: A AR 1.5 S2::�i Mailing Address: 1 - lCk �'e A ' , ci -t S,-30- O � � �✓c1 rn Phone#: 516 9 Email: tVA J rn cLr-i S + :DESIGN PROFESSIONAL INFORMATION ' Name: JALH $ �F-RNf,P,A H1-T_�CT Mailing Address: 42,4- M,,AD1,56rI S-mv-E-TW�S'TBUcRy Phone#: _51 - gy4- 457,7 Email: JRLftC1-146 e`(Rl-�Oo,Gbt1 � CONTRACTOR 1NF�RI11�/fiION, % ' ' Name: Mailing Address: Phone#: Email: DESCRIPTION OF,; ROP{7SEQ'CONTRUG71O1 ❑New Structure Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: r ❑Other Q 'x r '* MY &V01:11OU $ Will the lot be re-graded? ❑Yes YNO Will excess fill be removed from premises? ❑Yes Fio 1 r, �,P;ROPERTY INFORMATION, Existing use of property: SI NGf-Et11W1DF-�1Ct Intended use of property: Si"GLE FAY(1L`/ �S\D�,110E Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ❑No IF YES, PROVIDE A COPY. ❑ Cl ec ,,," er Rea lel Thg owner/�ontracEyr/design professional is iesporrsible,for all drainage and storm,water issuesas prpvided 6y chapter 236 of the Tows Code APPUcA110N IS HEREBY MADE to the Building Department for the issuanceof a Bwldrng Pe'rrnit,pursuanti Lo the Building Zone Ordin4ri'ce,)Of the Town of Southold,Suffolk county,Naw York and other applicable laws,Ordinances'or Rpgulations,for the construction of„buildings, adeitions,alterations or for rem nal III as herein describe-The;applicant agrees to comply with all applieable laws,ordinances,building code, housing code d”regulations and t4 admit authorized inspectors on premises and in bullding(s)for necessary inspectionsjalse s4atements made fierein are punishable as' class A misdem4anor„pprsuantto Section 2f0 45 of the yew y4rk State Penal law. Application Submitted By(print name): VF, ���h°/ss� �L ❑Authorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) 55' COUNTY OF k l"IF 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 tin «� day of Yl<f--., otary Public TRACE L., DIMER NOTARY PUBLIC, )F NEW YORK NO,0'+i tic06300 PRO111PERTY OWNER Auni01II IIIA T11 IY QUALIFIED IN t FFOLK COUNT (Where the applicant isnot the owner) COMMISSION EXPIRES JUNE 30, I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 ,.,. JAMES LERNER, ARCHITECT' 424 MADISON STREET WESTBURY,NY 11590 516-876-6521 Tel 516-997-7967 Fax August 31, 2023 Town of Southold 53095 Route 25 Southold, N.Y. 11971 Re:260 Founder's Path, Southold, N.Y. 11971 Additions and Alterations to Residence Dear sirs: This is to certify that The design wind speed for the above referenced project is 130 mph. Please let me know if you have any questions. Very truly yours, .may/ J s Le er, R.A. JAMES LERNER, ARCHITECT 424 M&3ISON S'TRF313T WES'TBURY,NY 11590 516-876.46521 Tel 516-947-79,67 f,a7 r , 1. September 7, 2022 Town of Southold Building Department Town Hall Annex 54375 Main Road Southold, NY 11971 Re: Marissael Residence- Proposed Additions and Alterations 280 Founders Path, Southold, NY 11971 Plot Plan Certification Dear sirs: I, James Lerner, R.A. do hereby certify that concerning the above referenced project,the plot plan shown on drawing 1A is based upon the information contained on the survey dated 12/1/2011 by Kenneth M. Woychuk, L.S. and in coordination with the dimensions of the proposed additions for which we are applying to the Town of Southold,Building Department. All setbacks shown on the plot plan have been obtained from the referenced survey. Please let me know if you have any questions. 'fid truly yours, amenme 7+ R.A. E BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman, Chairperson r f Soo `'" 53095 Main Road • P.O. Box 1179 Patricia Acampora �� � Southold,NY 11971-0959 Eric Dantes Office Location: Robert Lehnert, Jr. ,,, Town Annex/First Floor Nicholas Planamento 54375 Main Road at Youngs Avenue) Sot 010 �nIVED http://southoldtownny.gov l =pP, ZONING BOARD OF APPEALS TOWN OF SOUTHOLD I dorL01IMbEPt7L® Tel. (631) 765-1809 S tM®Id Town ,a,-.a �rrnrrtr r�r <vz,� FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF FEBRUARY 16, 2023 ZBA FILE: # 7729 NAME OF APPLICANT: Kenneth & Mary Marissael PROPERTY LOCATION: 260 Founders Path, Southold, NY 1000-64.-2-24 SFQRA DFTERh4II u'AT=IO : The Zoning Board of Appeals has visited the property under consideration in this application and determines That this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUI IOI I COk 11+1 I"'Y ADMIIiIS"1"I�.. e:TC""v°Cd CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23,and the Suffolk County Department of Planning issued its reply dated September 23, 2022 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact„ LWR.P DETER.MtN I"IOC&: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268, Zoning District. The roe has 100.11 feet road frontage al . g l a an l 40 1�I�OPEIT"� FAQ'"I"SdDF"S "IIP fIQN.• Tlac subject property �Founders Path, then t uorras westfor 75feet along g property rh' L'Hommedieu Lane, turning north for 100 feet, before returning 70,32 feet back to Founders Path. The property is improved with a one and one half story frame dwelling,with attached garage, located in a historic neighborhood,with mixed one(1) and two (2) story homes. BASIS OF APPLICATION. Request for ''variances frorn. Article XXIII, Section 280-124; and tlae Building Inspector's July 18, 2022 Notice ofDisapproval based on an applicationfor a permit to construct roof alterations and dormer additions to an existing single-family dwelling at; 1) located less than the code required minimum, front,yard setback of 35 feet; 2) located less than the code required rninirnurn secondary front:,yard of 20 feet; located at. 2'60 Founders Path, Southold, NY. SCTM No. 1000-64-2-24. RELIEF .EOUESTED: The applicant requests variances for second floor dormer additions with a setback in the primary front yard of 23 ft where a 35 ft minimum is required, and a setback in the secondary front yard of 10 ft where a minimum of 20 ft is required. AD1 l 11tNI ILII"C1MAT(� 1 Testimony was given by the owners at the public hearing stating that the proposed additions would be dormers on the existing second floor of the house, which currently exists in its non-conforming location with a pre-existing Certificate of Occupancy 4 35378, dated January 5, 2011 Page 2, February 16,2023 #7729 Marissael SCTM No. 1000-64-2-24 FINDINGS � 1 FSC C" lel SN I1 B1lITlww "Cl ;; The Zoning Board of Appeals held a public hearing on this application on February 2,2023 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law §267-b S 41LIJ. Grant of the variances or will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. 'File proposed alterations and additions are taking place on the existing second floor of the residence, The proposed dormers are actually behind the existing setback lilies of the first floor. The neighborhood is made up of small non-conforming lots with non-confonning houses, many of them historic. Since the work proposed on the second floor is within the existing gable roof which will be slightly raised with a dormer addition in order to add two bedrooms, no significant visual changes to the dwelling's architecture is proposed. Therefore the construction will not alter the character of the neighborhood. . 2. Town La", 267-b(3I b The benefit sought by the applicant can cannot be achieved by some method,feasible 6 for the applicant to pursue,other than an area variance. Due to the fact that the lot is non-conforming,and the existing house is also non-conforming, any proposed additions on the second floor of the house would require variance relief. 3. The variances granted herein are mathematically substantial. a) The primary front yard setback represents a 35 % relief from the code. b) The secondary front yard setback represents a 50% relief from the code. However, the proposed additions ,are dormers being proposed on the gable roof to pen-nit habitable space on the second floor and they are to be set back behind the existing setbacks of the first floor of the existing residence. C) 4. Town LawU67-150)(b)(4), No evidence has been submitted to suggest that a variance in this residential community will .have an adverse impact on the physical or environmental conditions In the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and the conditions of this board. 5. The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 6267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the while preserving applicant to enjoy the benefit of second floor dormer additionsIng m and protecting the character of the neighborhood and the health, safety and welfare of the community. 1 1 ' TFLE�, �_S(X,1�,�TIQN QL__ _IQAEL7: In considering all of the above factors and applying the balancing test,under New York Town Law 267-B, motion was offered by Member Lehnert, seconded by Member Dantes, and duly carried, to GRANT the variances as applied for,and shown on the Architectural Plans drawn by James Lerner,Architect(Sheet No. I of 4 last revised July 22, 2022; Sheet No. I A dated August 23, 2022; Sheets 2 of 4, 3 of 4 and 4 of 4 dated May 21, 2022; and Sheet No. 5 dated July 30, 2022) This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void Page 3, February 16,2023 #7729 Marissael SCTM No. 1000-64-2-24 That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. lNIPORT 0T IAMITS ON "rIIE APPROI/.A.L S GRANTED HEREIN Please Real Careful.l any dkviationfrorn.the survey,site plain an,rllor architectural drawings cited in this decision, or work exceeding the scope of'the reliefgranted herein, will result in delays andlor a possible denial kyr the Building Department of a building permit andJor the issuance ofma Stop Work Order, and may require a new application and public hearing b f ore the Zoning Board of Appeals. Any deviation frown the variances)granted herein as shown on the architectural drawings,site plan and/or survey cited above, such as alterations, extensions, demolitions, or demolitions exceeding the scope of the relief`granted herein, are not authorized under this application when involving nonconfornaiti ,s under the toning code. T 11LV action aloes not authorize or condone any current or future use, setback or other feature of the subject properr that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. 'nME LIMITS ON THIS APPROVAL: Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk, within three (3) years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1) year terms. IT IS THE PROPERTY OWNER"S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME E FRAME BESC.'RIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes: Members Weisman (Chairperson), Acampora, Dantes, Lehnert, and Planamento(5-0). Leslie Kanes Weisman, C airperson Approved for filing // ] /2023 Oz 2zOz/Wv 'ON DNIMV80 I 31v0 60ZL-kL�� (9L9) 311JOad YGISAS VVINVS' LgLLL M '13SNOOS3N -GA-18 N3on31S V6 L'v 'A313 d31ftaNnon 03lo3du—lsmik 2I��NI�N� SNI LZr SNOBC-01 'A:113 A011108 = = = = = 1 —2'21 'A313 �'P[ 'Aj-','! 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SISTEM T6 EXIT. — tY s 1 C 1 4! 8" rx, 'RAI U N I ��� To Co��' �e �° vloo + JIL . ir .l. ....T. -RA ARM N ., t3) 2X$ G1RbER 246 `0 I i 2 14 RR " `5 I .s..R. r CIO i li --.1_�_ ----�,.--ham- --- - -- J— _. 4� I �� proAlp x � IG" _cx145 • M ' APPROVED BY: SCALE: DRAWN BY ,- b ` t 0RL RC�1 ::51G- 874 6 52.9 - `� ATE: J 2{ 22 REVISED i '�'9 W _ST�3 U 13_Y' N�Y---- - _ j _ _ DRAWING NUMBER 78 X 24 PRINTED ON NO.1000H CLEMPRINT• } F—Xl,?T. C�il" - ARcHi i F-C TURAL Sz',VNGL E5 � I G-A L� V Ems' 12 i M ETA 1yA >sl - -. -- �. 12 k 3D. - "ETAL Ld i —— -E_/tc S-t-_._ - dd — o ARc 17 cTup, �. s-�►i,SGI~ s �► Ra�tc xl�T. CHIMN I-- . i a , EXtSt'INC� �1SED IT -`�i�� ��� �.�.- --- ,* u ,,• �4�d i ��; APPROVED BY: DRAWN BY SCALE. ;1 _ . . �y q PATE: .�! 2� 2� REVISED A ;+ F _ _nlf � DRAWING NUMBER r IS X 14 PRINKED ON NO.90001I CLEARPRIN7 s GABLE yEN`f f (i . G V st i { ,, 77- � I i °.� F-R t ( � 7 1 , - ARC1417tC i UTRAL Svi6�,1C LIES Ci i{i S i'i'.�L/ w" "`. �✓ --J Y-.-1�. L.. ._fi...._._.Y_'.i s' -GABLE VAN i A Win. GUTTERS L-EAMEjS t ... - L4, - Jl SCALE: ,,�(� APPROVEDBY: _ DRAWN BY Y '.y DATE: REVISED O Q ca �z A M:E S-----LE_ .N-E R-F R=C 1 E-CT tr r DRAWING NUMBER -JJ , 18 X 24 PRINTED ON NO.1000M CLEARPRINT• . . - . � - I � �'3. YGi'�1�R1'rERYA - -- - -'-- -'. --. . ...... .. -:. . _ . ... ._. -. - DRAWR4 DESIGNED iN CONFORMANCE WITH: . . :• . I NA 4 NG • 1 . NEW'YQRK STATE RES�ENTIAL C�I�E, S ��JI,IE . �'� From,Vtrood FramtXonstruction Manual-for one and two family houses o 1.i.ive Loads: °CNx, W( t p i:ONSTRUGT��1�i..!tl#ANUAL FOA,t&'2 FA -� �5: • • • . . 40.psf rotilns wthertha sleeping rooms GEiERAI, NOTES: ' . . . ?. . Joint'Descriptltan. Number ofNa:ts *?ail SF icing L� �_r• _...� �. - . • 3I.0 psf steeping rooms . • . • • .' ' • . r� �Lk ��L�1-' "��_` - •.;..I... RGOF�dr- 1 D.psf at#ic1.'w%'storage - 1 1. ALL FOOTINGS SHALL BEAR ON•UNDISTURBED VIRGIN"Sty°IDWiI &Abzffaalum$EA3* --CAP!i?1 I1Y OC-3000.P•i. :•:•' AorAou issio : ` . 20:psf� "at#icas w/;si6rage- . z. ALL FOUND.41 IOAI wAL;LS ANI)VERTICAL,c0 F.XPOSIrZI TO'VVEATI AId . ; lick RAS H T S Raftcr to Tap Plate(Toe-nailed) 3- 8d per rafter SHALL.BE NIINIMUIs!13,000 t'SIPLAIN CONCRETE,AIR EI�TfS,4INED.jN FREEZE/I1;AVWEA�IIEAC01�DrITEJxIS: ,. :.'.; , Ceiling Joist to Top P)atc(Ioe-nailed) 3- 8d per rafter " � � �. All other.- loads i1I sCCU-d-' - . wJ /4'IW13L ANW G SI:At)S' Ceiling Joist to-Parallel Rafter(Fae,�-nailed) g.i P 3. ALL FORC1I1iS,CARPORT SLAIsS,.STEPS EXPOSED TO THE A$AjEw ;, SHAI:I::# 3: 40 PSI: r.. t each lap ^��. F K Table It341:4 N..Y.S. �sientiahCode " ' AIR ENTRAINED CONCRETE, _�' Ceiling Joist Laps Over Partitions(Face-nailed) 5-16d each la 4. ALL FOOTINGS SHALL BE POURED AT A MEN. DEFTti OF'i BELO4K�Ii ADE 1tEGARt71.ESS OF-56 ;-CONDITIONS." li' o Dead:Loads: . . .. .. " . . 5. DAMP PROOF ALL CON%CRETE WALLS ENCLOSING HABITABLE OIt;USA>3I.ii SPACE. Collar Tietb Rafter(Face-nailed) . 3-1 Od per tie, ter• ¢5" "�l'- �,r 1 Opsf" . roars,roofs.and wails b. ON*NEW CONSTRUCTION OVER E'XISTIN6.����'1�oul i��oN�� `�oo�i�rGs �•:. : .:.4 .`':,` Blocking to Ra�:r(Toe-nailed) 2- 8d each end - Z- •�� ' 0 GrOutid Snow lOalt: 7. ALL STEPPED FOOTINGS SHALL HAVE FLAT TdPS"SCk170MS>~EYEL ANI).TRi�DE TQ•INStln'.;XIM-TIa+I BF.ARINGr, Rim•Board to Rafter'and,Aailed): : • 2-16d each end. . AND SHALL BE STEPPED•A•f•A f 2 SLOPE MA: 1VItllVl;141A�}NT�tIAtIitlfil•7 H •THI IGN>rSS.AS7tOY:ED•QN-THE"�3aAWlI!I S ''' ,fE l t 1 . , . 45'pSf . • .•. . -AT ALL POINTS. ' ... • . • . . 6 Wind Speed:. . : 8. SILL PL,4M SHALL BE ANCHORED TO THEFOUNDATION WITH A tCHUA BOt .''. EDI EIS A•b1. TN M iJ WQF•-7"A R� WAGL FRAMING. P , SPACED�AS-FOLLO'WS:- . $ t t 1 ' f . . I'lU tnph,'Exposiue B Eilctased f ' . . . . . 1`op Plate to Top Plate(Face-nailed) 2-16d erfaot 4 $ I WITHIN 12 .OF THE END OF EACH PLATE SE_C 'tON: P U •: - . . 5/8'' I O 23"O.C: 2 - P Clf'fi7:I" :AL1.0 ;: - : Top Plates s ns lace-nailed}- � J o Wi11�1 plift.. ANC l 1 60CT51 MAXy'8r, STQ> W.i'`II04 C; ;. �tts:3 at:Inter ectio 4-I 3 ,� ,�. ,- ,;. .t�. .. ,, . �•:, :�.. oirlts-each side :�. :.>..w �t. r' S;ud'to'S d a trade +� Z ' WASHERS 03 x 3 .'x t .NRI6i6k" . . to (F'ce= d} 2-16d 24 o:c. l?�F AHD Per:#p scriptive:design, :,;•"rile.3::I .....1i A•.Fi a •` bead "to . '3' • - NOTE:SEE SHEARWALL SCHEDULE FOR ADDITIONAL ANCHOR BOLTS.,•• e .-Hei►der .. l 6d•• l 6.o.c.along edges �it-'� �. ' C�otistruictitni:Ma lttal fc�r'f3 a »a -WO , .. H IJSfr. i ,"• 9 THECONTRACTOR SHttit;COORDINATE FWD PLACl ALIr,SLE S REQEIiRED'EOIt PLU11�IbFG,ELECTRICAL Olt - - 1p 3 . 3 ,a ar. ! " ,Seismic D.esign;�a>ega>+y-'::. OTHER TRADE PERFORMING WORD THAT REQUiRES.PASSING TFIRt)UGH ANY FO[1ND!(T10AL'IIIrALa' �. Top or Bottom Rate to Stud(End-nailed] ' 2-I6d per 2x4 stud iZ 5 3 S . • i. .•. . io. ALLTOUNDATION.PL•ATES SHALLBE-PRESSURETREATtb. . . 3-I6d er 2x6 stud !4 5 ' �4 . . . • .' .. 1 I. ALL FOUNDATION SILL PLATES SHALL REST QN AI:UMINUM TERMITE SHIELD AND SILL AI:ATIs;3I±ISULATIQN. P 3 3 A. Wea�lienitl 13. ALL.WOOD TO BE•HEM FIR NO2 OR BETTER WETH:Fb=850'PSI AND MODULUS OF'EEASTtCI7Y(E).OF 1,300,000. 4-16d per 2x8 stud I iF 1! 4- 3 �� ' '..Setrer� t3._ ALL SHEATHING AND SUBI7.00RiNG SHALL B1 'SI'>rC�ES ORQUF O�tE;'ExT[RIOR'GRAD.;,FH[CKN>*$S;AS II�tDtCA'IED. .: .Bottom Plate to Floor Joist,Band-Joist,•End�Jaist 2 i t t t ,14. JOISTS/R.AFTERS SHALL BE DOUBLED.AT�AL,.-OPgNING$,.=RUNS,PARALLEL PARTII'IaNs AND SATfiTIJI S::. or:Blackin F ) 4- Z 2 2 . I • rast:Li Depth; . g.( ace=nailed 2,1 bu er.fop!' . 4�F IS.. PR0VIDEFULLDEP13•I2XB4QCKWG•4-0 O.CA�•THEFUW-,7WCt. CrSPAC 'BiI 4EL FZd0Rl01 m-'EACH• P.. t �i e: END OF THE FLOOR SYSTEM;INCLUDING"ATTIC:ELO4RS: " 14�, %. 2a 2 . . ..j.. i li'-o� :C. ,414D 04 E . 16: CROSS B1tIDCiING t)R SOLID BLOCKING SHAL1,BE INSTALLED AT'AI:I:JO STS.,... Q 4P,Xii M ATtD SQt,)D, FLOOR FRAMING .3 4 3 I. 2. !•:.•:.T, eril ke.I • . , ','. . BLOCKING/FIRFsTUPPING AT BEARING I'ARTlTIONS. C r+l't� • " ' . ' 17• •ALL:.HORIZONTAL'FRAMING BEAR:ING:OI�T:-i ' ,S'GIRglE,$QR,PLATES'OF BEARING PARIITIONff' HAt L•BE'I:AP.PED' c�►N li1 ID 3 3 3 . M crate.tc1 H avy; ' . . .. . . Joist to.Si11,Top.Pla a or Giider(Tot:-trailed} 4- :8d per joist• • f1101: 12 G a q, 3 .,: ` ' '' . 4".MiND4UND(SEE BLOCKING No'E) ti - .. : Bridging to Joist(Toe-nailed) 2 8d each n.. . • eCdy..• 18. 'AI,L FWSH FRAMING SHALL Bar.CONNEC'T ED.Wrrff MANUFACTURED SIEEI:'CONNECTIO�iS,SIZED:AND..NA&ED iN•-- e d 14 7 s 4 Sri )1t#t?til�Qder >+e• ORDER TU'SUPPORT THE[tEACTt�tE LOAD.OF TILE. MBER.8UPP0RTED. $locking to Joist,(Toe-nailed)' 2. 8d' each end Blockin to Sill:or To Plate toe�nailed {�C 8 :r. y 4 g' 19. BLOCKING SHALL;BE PROVIDED IN THE FRAI+4W TO SUP,PDRT.LEAAERS AND GUTTERS,FASCIA:•ENDS,Car!SUM S P ( }, 3-I6d eactr block . :Des T*per4tu e:. Ledg Str • ,. WALLBOARD'IIDGES A2+1p.CORNERS,TOIL,T ACCESSORFES,CABINETS;CASINGS.EIC . er Ip;ta Bcam(Face-nailed)• 3-lbd each'oist I t' I t . - J ist on Led ledger to' ea J . ' .NaSstiti. .. - 20. INSTALL FIRESTOPPING�AT ALL REQUIRE!✓LOCATIONS.0 COMPLY WITH GOVERIVINGI3UII.DIN(s CODE Q S B m'tToe Inailed) . . 3="8d et'diet ' d• 2 �- a. : 21_ PROVIDE FIRERATED-'AASSEN113LIES AS CALLED,FOR ON:.WING$. 13and.Joist'to Joist End-nailed P J -t�vaF, �- i . - - '---S oltt.1- ., t.- )' 3-r6d . per Joist. Gt~t4 G 6 3 'L ?. 'L . 22. ALL:ROOF EVES RAFTER SPACE A13OVE"iRS�J1 A'I•ION AND•UNHEATER ATTIC.SPACES HAJ,L'BE VtTl3 ED'AS• 13and;Joist to Sill oi• 'opPlate.(Toe-nailed) 2-I6d' er t3N - o - Ice-Sllield-QidWZ-yllle* ' . INDtCA'I'ED. • ; •.• P. Y; 3 $ 2 •POl ;�il�t" if.led,'�hlu�tl Sheet1r0*r E:t~YC5'i� .23. 'ALL STEEL SHALL BE TYPE'A992)WTH A UNIT STRESS'.OF Fy.=.50 ksi.. ROOF+S �iP�r1 _. )0 __ 5 " 4 � '' .. {-�- � 6 4 ` � ''#;:: ; •1 .. 24. ALL.INTERIOR.ARI AS SUBJECT TO MOIS PJ:.E.AIdD.H161H HpMfDTiY'SHAIsI:BE.FII+tISHF.D Al1TH%s" "iA7't�R RESI87 AIrIT I�AT1 i �G _ a . ;T . mlrl:-24• �nlsldehh dtz_ •&t0 wr.Nails.. - GYPSUM BOARD: . . . . . . - - - ::`'." . Structural Fanels• n !.a * .. APPLICABLE��ABLE CODES AN REPULMON GO . . . 8d 6 o.c.ed e' -- - S `l- 1`106d.:Hazarj:'. Z5.. 'LICENCED CON'FRttC7'GiR$IN,ACCOR3)ANCE. IITH AP •. 0, s. VI . ING SIIAY;L' ; . PFRFdRM ALL'PLUI►+IBIlVG;IiVAC,AND•ELECTRICAL•'UVfIRIs; .. • . ' 13"o.c.field l As per Ivcal jtirisdiettvn. `. . „ 26. ALL STORM WATER AND'•SEWAGE DISPOSAL SYSTE1ktS$IiAL2:BE-DESIGNED AND ?ACLED AS-PEIt C01�E1tNNG-,.,',; 8d 4 o:c.at Gable Rakes, 2 . 2 1 i CODES ANUHEALTH DEPT.REGULATIO1NS*,A� ..: . ' * Wood frtauie•Cotistntctian:Nfannat for One and'Fv�a Fatnit .Hoasttis , 27. ALL:NE�YUTILCIIES IN1)ICAxED SHALL Tit:DFSI.CtiNED,INS1'ALLF.D;AND I'.' ATFJ BY LOCAL:UTILITY COMPANI, CEIii.II1TG SHEA- ��, - ? 2 I ?_ . ... Y AS PER I1TII,i1Y C0:REGU ATIQ2�. : - _; - i. .. ,,•: G!~il.'Ct _ �' __ 4' 3 2 2 28: ALL NEW COI�JSTRUCTION SHALL MEET T1 TE IU QUXRFIN T$pF I:QCAI:AND S��kTE N•ERfY CONS1:ItY,4'['IQN COAF :.•. Gypsum Wallbbard ::d ,00 etc ?� f4NV 4 t�Jo $ $ S 2 REFER TO Ei�EILGY OALCULATIONS AI'FAGHEB'�O'THESE':DRAW[NGS:.' I. i ? o., edge L�,��� 29.• AI L,BtEAMS IN.CEILING TO BE CONCEALED.UN`'..ES,S NQTED OTFIERWISE••• �- `" ':i 10"o.c.fold " �aau I�'� r_i'z � 4 ¢ 3 '- 33.•"ALL R00F. AF�ER 40 IiAYE:.PREFABRICATEU M-'rAL Hi4NGl ;AN.7 1tJRIdA F ,ELPS:: ,=t WALL'SHEA'�iCr 3l.L. ANY DI SCREP,ANCIRS SIi'1 BE.RFPOR�D.TOTJ r tiD't?EtTI33rEOR PfiQCEEDIY!IP :• - ''" 14 �, y �j. 4: 32. LAP.TOP PLATES OVER WAiXL 9PENWds ArS FaI:LOWS: -'UP`7'O,'6..'OEn!IiNGS LAP 2'Ii)N_&;6'.TO 12'•OP64iN6S LAF 4.' Structural Panels ' 8d 6'.'o.c.edge. I� ` ' MIMi:JM r TABLE R301:7 :. : . .:. ,.; _. ::'. :.. < _ ,.. 12"o.c.feld 2 ' I , . "1... ..t, 33. ALL ENTRY PLATFORMS TO BE;MINIMUM 3'DEEP,•PROVID .... ' . LMEMSER 34. HEADERSc a'-3'=2-2'x8 3;P=2-lil&` a'-6'=2'-2z12,.:67I9'=�`="1.75.*_S°M:L.- ".' P. •- 10"o.c.field � � . STRUCTURA 1ALt.OV9ABLE t• ; ```• .. '' 01vC-1, 47 5 ,.. ,_ .__-- . Dt-FLf;CTt01! 35:, INSTALL HARD-•IYI,RED SMOKE DETECT( IN:;A$L'BEA$001415;AD)A�CII±I•T-7 dO -PITf REAAS;HALLS TOP pF _ . p�D 4 3� 3, �""-�r� STAIRS AND,BA$E11+IENT..IT+ISTALL•CO i]6TE~-jQR$6t BpID..F,. RNI;LEVEL*ANj3.LOW,Ef EVEI:`S1;EEkiN4 4"k;AI L:: :? ii q1 OR SHEAIWNG Gt t�, � ¢• q, � Ratters having slopes greater than 3/12 1JI8fl - AiARials'�o BE 1r rt iiicorrnlEoTED.oil'l i'Ai.I avuED BY tt1 Ai Cool;slrtGLE-s�r�tT1e::'. .= - _ - 5Faa I 8 1 5 4- wikh no finished ceiling*attachcd to '.---,; ':. -- g .50. ALL,,S)SYLIGFIxS,7QH�VE' iA>"APPRUvjD:St FE1 Gi.A, vjuuASm.::- __ .:,.,:': ,1:. •-,Z; �,,,*;.-;�.'Stnlctural Panels(I or less) 8d 6"o c.ed a ,L�°s1`��- I L _ tatters ::37: L POS.FS 1WHAYE CbNCR4WUS 1 AtI3.€', I R 1 Q U�-O Q, !';^�4L' Bt)-M T. f!QUIt1: tge Tt? � t�:: :<:::- 12"o;c.field I - - '38. GI,A%si+iu-SAFEt1`IN&TAL,CAA[,LJ.I�tD !TGS;:SQTTt� ltil?S#` Z jAf14t3OF I.3`+•' �1 4 _�y ' lnteriar wails and.partitioru 1'U180 � r�•, A�u>Rrt�SOI'SI�It311$'NYC; E: t.SE>;"BIAi1 ?i~ # fir. i�t .,i, . Q� - na�ii I47V0 r. . „ ,pt:..1.. �: itM.•. _ -I ..... Floors and plastered ceilings Lf360 NY9 EU1>J~ � a` _ All other structural members U340 '1 . 1. Table 3.6A Ridge Tenslon Strap Connectio4 Retutrements for Wind'-Exp®aure Is -Table 3I1S Uplift Strap Connection Requirements-EKposure B W i�-]�U�.3p►EBRIS'PItQTEGTIUI�t FA;ST`F;1rTiNG Exterior walls with plaster or stucco 11/360 (RescdptiveAltemativetoTable3.6) (Roof-to-Wall,Wall-to-Wall,and Wall-to-Foundation) ,� finish (Prescriptive Altemative to table 14) $��"lD$JI,lE FOR WOOD.-1.STR.0 CTURAL PANELS - DadadadAu=Vdoos:BaofAu. *DL-10pat , Exterior Ra1lS--lvitld loads"with L1240 3n�sxomcmcrradsoam(maal as go too no tzo 130 14b 1sa T' " ' brittle finishes aa�sp„ � �+�P11oas:Roof/CeilingAsstmblyD�=lsa�f • . F0TE,+i�tER SPACING Q.ALL PANEL EDGESI aaatp0ab a wzeearadc�lra.elola=tana►ia�caadlau•sm9 ueeSaondGuscWmd Exterior walls 'Wind loads"with U120 12 1 1 2 2 2 3 3 4 seed 90 100 llo Ito 130 140 150 : • ' • . • 16 ' 1 2' 2 2 3 4 4 5 4 FOOT .6 FOOT •ficXible l-tnishes 20 2 2 2 3 a 4 s 6 f sl cia) P,00rspan NrmlberofIldCammoo Nails orl0dBo� '..FASTENE.k .• PArjEL$PAI�1 <,PAN LSI'AN <.PANFL$PA I NOTE:;L=span leatttt;E1=span heigtlt 3az 24 , z z 3 3 4 s a r ($) in Each Fadorl-il4"s2ogugcsuap t� , a.'Ella wilid lilad shall be pt:rnlittcd W bC 11JCCn as 0.I tilrlCS!lit Calnponcnt.kld 32 2 3 3 4 . J 7' a 9 IZ 1 1 1 .' 2 2 2 3 3 TYPE E �C �.r' OT 6 ' 0�` <$�i(�. .. 36 2 3 4 S 6 9 9 16 1 1 1 2 2 - $ 3 3 ' Cladding loads-for thv purpose of the detarininiag detleclinsl'iullits herein. u ! 1 I 2 z 2 3 3 20 1 1 2 2 2 3 3 C '` ,'. ' . . - 16 1 2 2 2 2 3 3 4 12 24 1 1 2 2 3 3 4 4 . 2'VVA16•" • . -167 . . , 17» 9W ' 20 1 2 2 2' 3 4 4 5 V +' 7 4:12 2s 2 2 2 3 3 . 4 5 6 28 I 1 2 2 3 4 4 S .• WGod•SCreyVS 29 2 2 3 3 4 5 6 7 � 32 1 1 2 3 3 4 5 5 36 1 2 2 3 3 4 5 6 I ,.• ` a� . 32 2 2 3 4 4 5 6 1 ,..16,- ' ' _ 16'' 'l:." 36 2 2 3 a s 6 s 12 1 1 2 :' 2 3 3 4L. . - 2 . !_ 1 ! t t 2 2 z 3 16 1 1 2 2 3 3 4 1"li Screw$ I ' SABLE R3tl 1'b' 16 t 1 1 2 2 2 9 3 4 ': .. . • MINIMUM ROOF U.IVEE LOADS IN POUNDSS�FO'W.E PER SQUARE 20 1 ! 2 2 2 3 3 a %i 1 1. 2 2 3 4 4 ; . FO�T V1'i4ORV% v+AL r�R�!.►G►� I l�t � Sai 2a 1 2 Z 2 3 3 4 S � '. � � �' �. � ., 16 24 1 2 3 3 4 S 6 .•••.•.. •'i•... .'.::. ' :' TRIQt1rhf�IY,t7�,E�lA 32 2 2 2 3 4 4 3 6 28 1 2 z 3 a 5 s 6 �'CO?SI .1 OCA�,-bbi L)NG D PARTMEI+I:T"FOR DETEItM1NATFGN©F WIND BORN): tARE IR S'Ovps+�a w 36 2 2 3 3 4 5 6 ? 32 1 2 217 r�rv"A*W*$UC S,IAL. 12 i 1 t ! •2 2 2 2 36 2 2 3 4 a I ti 7 a . PE R1a.iW�7l�i!I$ . • y�' ' ' 26 I I 2 2 2 3 3 4 12 1 1 2 - 2 3 j .3 4 .t •. {�� , ,• 0.10 301 to` QY4 r 612 24 1 1 2 2 3 3 4 4 16 1 1 2 ? 3 4 4 $ A. ' YM Cod s.tn ctwal panels to be.V2"plywood minimum. , --__� ROOF SL©PF- __ 3Ii0 'A" " . 2e , 1 2 2 2 3 4 4 5 20. 1 2 2 3 4 4 5 6 B:' Nails shall be'tOd commoti:or'12d boz nail's:' '. . 1`101 or rise I.�ss than 4 inctteS I'ovt 36 2 s 2 ' 3 4 4 6 6 191 .24 1 2 : I 3 4 s s : -C,� .Wiaere`serews:.areattached io masonry or masonry/sh:cco,theyshail be attaelled ufiiizin9 ('I;3 ' : 1 . �0 1 t► 12 u 1 t 1 t I 2 2 2 28 2 2 3 3 a s d s vi6ddf i-resistant an 6ols havi*mg a minimum ultimate withdrawal capacity of 490 potrTds. 16 I I 1 2 2 2 2 3 32 2 2 3 4 5 6 7 8: 3 36 2 2 3 •1 5 � •+ 3 9 a�•,�• 'l isp aI Irtt,:hes tser•tool(.#; )w 7:12-12:12 z4 1 1- 2 2 2 . 3 3 4 _ ,....-1.. . ,_-, tilttti i2 illFtl ;(1;1j. . 14 n 1 2 2 2 3 3 4 4 ~- 12 1 2 3' �d 11 4 "55 • t `"= 32 2 2 2 3 3 4 4 5 16 1 2 2 3 4 5 5 6 , •Rim- t•2 inches a Imo. 1.1),anti 1 r, 36 2 2 2 3 ' 3 4 s 6 20 2 2 3 3 4 5 6 � �j�; }(Yp�' �jl�p F .-. •,._ !•i I2 12 - i aa�ari =T "ba mba uca 0.70aa 3 �.''� . ... . . ....._....._ >� l` :..•l.-1 t tom. iJ LA 'IL3. . . . .. reitlt,t ramima moldy b, nammYamlaaQd,vid®Bfaiaftadldb>a 24 2a 2 z l s 5 7 E +, Q `� {.". , """'""•'*^•�•^`".^ y-*•^"•---+ ridgaG==daioadamnmaab4dn1ocUWm&,P=z& 28 2 2 3 t 4 1 5 7' 1i - 1,QrSi; liii+llldlx,ft., t-B nl`,Itxit(itdp,-r'sllltiivft"-'O:1A7`9kNftgi. ' 7'dxdeadmmecdmngWtcomnmWWcumteupOntm�o.6ortbemofac.emblydeWlocd,o.6z10 } - R i ' APPROVEDBYi . tom ' 32 2 2 3 S 6 7 9 :ln`. i t SCALE: DRAWN 13Y 1 1t{C•hpo"Ibot-0.00311414ol Td-lamdcamccdmmgabs =ambndonot2toabdayamty,pec3o6.f",flM�ddyauWgociog.mdcylyt ,: ,�. - + ,,buUWwlmbyLSsaylsopidam=ddpaabetaw 36 2 3 4 3 6 8 I- -1.r RldeoCa=r=Spada"4L) 12 16 Is.2 2a _ 4a t Yrtsoiptive limits etc based on asslmlptions in Table 3A. _-- *' ' .° :°' D A'f r . • btW*kr• 1.00 IM. • IM I 2ao �- 2 ,; t REVISED s wn�aweo�balaadmoot�ora.ae:�mammdarmo TabulatedupliReormectionregaaesaenaasseuaaabaildiuglolxieedin zponue3 Qc'�® Q a t� r r.rapt+ega.Imtao6memmbtaatab>Keeamu dmaawab 3 T•ab�upliftcoaneGdoatcg0iremwlsnu=amofondCeilingasscmbl duo loadoi993f 060x15 9 t .: a r_ I 5. }NE�` AF NVT,r"3.1.dmdd avudam6ld-IOWlinsis mcsgabsd; Y (• P Py�•,1 /�,. :. h �A I`� }.� 4 '%%=Acaumbacdinveoofadd}prmap,tbommbacpClodwmmmmLamqa"mdmarLmdorihea0mttoaainx 4xfliagasSLmblytaDntptrsCitOrifthe gasOta7blyisnotCona[<OCdtOtheiOofassembly,tle�AJlBkdnionberof ; ' L^ ^'' f �» , 1._M� 2. .- adibembaWoammbf:orad cammmadblaa aulm►yemammbeorl2aaaaalu maraadormeaaao<w be inacaeed by l"ail"teach cad oPtbo shop p 7, 3 aaodsotaaraddm-%-1tA-- orlodb=mdb<o&*doaup, .�F^ . . t . 1-114.20ppddaamap"boarA5rMA653p&33=doraf, rem . 4 1M.:humASTMA653Grade33steelstw. . . �_, -..... . . . DRAWING NUMBER �. . ... _ _. P L- '1. , I v -- BEAM and 1 - DlSTMCE f 0 r1 USEEVEhYprNAIL1{dLE cur s l p 0 O o c IN A R m"ro mc--oviDEMUbIi n ILIENl5TH o I� AW 44 cetrr o ENTER �N1 use t910aHAtiS P�K SPACING."NAILS ° 3r 6 RAP(7ONEACHEND) ° H1S30 ° Lssu2a o AC4 ° o SpLEA,g ' 1ST FIRAFTI:R(slmpsamCS20) 14TS30 f _7.BdNAILSEArH END._ - ` t =AT_ALL:RAFfcRS__._' A 2 MINIMUM siSSU EB/MFT•ER. R,4,F ERT ti D� r, _ = 1E- I.� uD�NN n 1�t st�EroyE - 1 N -_.. HIP P RAFTER �V��...� HOLD-DOWN��'�O V'd � �. r -�.+�+.�. � o.� PROM I UMEHT3 6 Lh�G�tl AILs/FAQ .. 5-tod ru,rLsJaols�- -2 o a _� �y�}Y1�([�� �"'.I. .Y�.OII.A..�I\IIIII�.1lI.�..�p�.Id♦1� b END DISTAL A Ia'TREDR,ALS ONLY tM ON'111530' o c °o°. 00 0 0 -I o HAILS 8 1PFRCORUERNIP1M1'St7i.HTS30.. .�12;'IO.�.NAiL4�AC.tl END �It31E:llSE AT.CQRNEF3 POStS 217f5l_MUS;�AMER'..:24-10d., 0�Z" �R.RAFrMNOTAUGNINWTHSTUDS,USE 2HSFASTENMS . '4 ' � 'q P C2_STC.�. L CTC. �, C�O AT2"!a Fl.:.(�RNErTS - l�i?516• Y/i•Th5-.1r3dx.1:JrE°NAILS EACFI f:NDota rAGN FAST"a`�� ANCHOR BOLT,MfN. USEcVER`COTi•tERMAILr,,OLE. GS20 _A1:�(:�STR4FAJJA.CEI�TSTUDSTOPLAMwFRAP.QYER70t'.QFPIATE.. Ile- „ ' v ODE-R QUIREDMINIMUM :.wiTli�:S 3U 4=1od°r5.8dKAILSEACF�.END �x7 p �P ��WAL L.ST.RAP_PING DETAIL at 2"a FLOOR CODEReCiJtRctJM1NIMUIvE �1aCK1NC7 � =5tt�lt'SON AC4 i 24"OC ' CENTcT{TO CENT con�t•I�cralrt 9__PER PAST....MIH.:.'d0-.16d:.iN:FOS t0-_t��18 BEAM- � -- A. � .. �f �. Slr FS014 CS2o SPACt*!(�FOR ftA1LS P:o s.l B�, C -N ' z ",_< 1 CSZQSIRAPcIPERYSTt1D or,.. (0;: I ti s; 2 St MpsoN t•t'1SiG k .*: t D.U. PBti._P..QST_..:MIN 12=:16d:hfAtL.S r1 CQ. .i` E R °RAPPiNGc.2"GFLQQ _:���%� CofiNt�iSTi?tONAIUNGT(P .. ND - •.•--•••••,.•_ _•_ - EQUAL _ -3 STUDS W1 LOCKI'll EROF ' � 0 2RaWS-t6de10"aC FRT�2 2 1=�.. Notch d �i.PERCMM�RAWYE1siFL. =Slims^#d.tMSi4Q SPt;CiF1E17iV4tLs i :/ ' -4STUDS : %, II IN E,4CEi c"I�iD � o n ., de4th t 1�.¢d ` ; r v ° 2 f�WS 1ba C'8 OC N -•I I d istahee>5/8" outert/3 of 77 span 04/ }tole dtaMeter n <2/sd 0uier{hir4 Of P v S{ud 0 Sitite Saud hele diameter Span only o r SIMPSoNCOUC wNUTn Ii .100( _. ub5 �-"HIDIVHo 0 De5#cd . LJS � _15 ZA AL Q c T ^� ^�r� [ tit . t1 .rlS.:S 1N_OT 3E1.01�� Hole edge V V/ 1 L L V t R AP P 1;, CJ D E 1 A I L Q diS�dACe>5/$" a 1/4 Jais+ lsf w/sTUa a 'U depth,Max." 1/3.1ois 211 Min. depiii,Max. D O oo a , sps. X2YE" Is UD. SOT.C�.�.I�NC:&� � �I:MkTS�. U C depth,Max. WOOD, sILLAs SOLID SAWN J01ST & RAFTER d� h ��`�. (-iYP.� FILL ALL HOLES) Co tx>vrti ,T10N Ii.D.U. N O?C N I N. i 2 C->< & BORING LIMITS E11rAt1.NOIDa_WM S:_(km NR t�� �� )_ 9 AL T ERNA;TE SHEARWALL HOLD-DOWN MSUTATION HOLD �: :;_�6:a::NAILS:. `STSON 13TT22 - T s �► ERTIUT SAHE7'At1..CORNERS QF,T'RO�II^Ci 0S .. RL�,t."CACIa. to PL , �ArID:CNw C :1 I I A.BOLT YIN A R tD`r_S 31' :COit11R I 2 �T_ D Qi= r1Y.'S'OFt�tr CoeasttuG OF= rr :. . - .SILL EDCsE NAIL_C 3 1{' ,DOGAT&1QR ANY COM51 NATION(Wi.f1?196"OFEAC4-OTHER)OFSOT}{-=15' AKMOTISOLT o O �' I II A,T_QkCl` E90F'(N0TED ON PLANS)GtJEA9W,;LLSS 1FTHEY`Ili E'rk.SMCT_4N1:EXTI. IOT`i.WALL. - � iAcK SUF0s �RL1GE TOP FI:. 12 0"0.G• =:=• _ 4 I t �CCQ:_ON :C SAGifiSIDti'OF A SiR�s�L =OR MUL'TIPLLE.:.GARAGE;:OPIKT�',i�1GS-.._. _ WALL STUD SRs,CWG o t Ftn! EIG ' ° ; 9�'� C FOUNDATION) zx°FL0 1 SPIKE SmS JACK SAS 2-16DG�16 o.c. EA�71?. HUtas3t�ot= FULL '°IE;.AS.1SA�T3:.8UT.USE.SIP50;�1 VDU¢ • ' '. !4PSHT..STUDS--REQ.D. 2 LSTA16 SPAN _ P. OUTS I} E.A:.Et{D.:OI'. NEADEI3 �8- '..... ` Z i 1 SEE DE1',�it-FoT� , Z 7RUSSTIE DOWNS I - 6 3 76FOFSLAB IZ'pLI/WD-SD941 . DECK L�' c s sTRAPI�t�c 3 1/4N1>;v P,. rr rl , r� sell FOR sm$* �. ALL RAIL FOS-:(3 4x 4_t-rtEc�. FAS7I�ERS�: p R Io s/, 'ctON wHK PI.2, 12 ,, /s E A 12 5 GROUT 1~YEIY.iOST HA$.TWC.FnkT ;.. is JQ(STS"PARAu EL TO FASTT=tFf�S: ON!~HP PASTIrT�fER tie'FROt�170P EDGE 4F DK JO1S'i', I4 (4�3/'4°0A.s. � ..Qi.f30LT-A'T P4st"BOTToM.. t6 6 x LTSTA 21 +3 >vLOCKINCT �!d�p Q15iSFzRP-NDICULAR'TOFAST'ERERS:TFtt1EAJE: RODROTE1ANDONE�8"SOEOLTePOST 1�1 (1)PER STUD ,- r. iMr - ,.._. r .. . C. ._ t _!1..r. D i �,u P�Q T.�'�� .D .. .___._. '3 C hi' TRIPLE STU;:wS MIN. ERS-MiN.2 FASTEt tER5: A AC4 P19E�Ci1_Y TO aARE RIM�PLYWOo17 OK�hiO 51D1NG,INSUL�EM) &�[H.f3EE. &AS x �, e HOLD POWNS t$ ,..S a.SCREWS I6 O.C. SE NOM.a 2"x4"CONTINUOUS e _ UOI:STS.FARACLEL70 LEDGER:"€'f���ADED".F{OD�tOTEt: ' 1��nn11 //��Ir�� i�e� P.- .t�tJprV_CT�?. Vi--.-, SxSvx, BEA ltSGz LATERAL BRACEeVo'-G• i74fS'fS PERPEt�3lCili:P.RTo.LE ; MA`S to"O.C:"HoRtZON7AL MOUNT1:DOhE�Io1STS. (2) 2"x (O'rUPTO 7�0" -- WASHF-RoE -A8 (3) 21%("6REMriINAi�7ED pRIL:LED HOLi S:: e�-----HoLD DOAV s LEAGER ar` t31;AM:AT:POS'iS,i:TC: 2'/'MIN.F(iOMTOt?F�GETOCEtvTECy QFMEFt6ERMAXIMUM. . . STUDS / \ SEE PLANS Alt`]c10i:ST$ oIt LEDGEfl: 21/z'►MIN. FROMTOIP-1�AOTiOM'FAGE: FULL LTUDS' � � S?-.-Dwas � EMOTES T (2�-loci WAILS.1ACK STUF7S '- 1.-JOIST'S PERFENDICULAIR TO FAST€t-tE S:5/g"�`t HR RODS l0'O.C.NbR.BECtIp6Eh;G= . ,Russ OR CEtuNGJctST �I �` // 7HRt_EI�AYSHim w/NUTS&WASHERS'ATE4GH`2XOR IjoiSTNEMt3Et3 ROTE:PROVIDE PL`l4lOOA l G S (-aY�� BTOCKING'iTK4 S(DGS ON=JO.IS'CS&>"U�'VC13LOCKt1 �^P'�?NE►iDiCOLARTOJOISTS c =:HD:s.:HD2AHDG I.44LD=Downs MOUNTER of JOISTS w/S/e�j>3pclS;WASH iS UNDER AlltltT`S &:.BOLTH .IJOt t0 r q S S'tS" tfAYE t3LO„KI'� TWO SIDES. I fjUsS f� ....1.. :...�.�..�1.�.,.1.�...1�.:.... 3 -SAS SC�i:.1rdS:MIN. MVPENET11'7IJ4t INTO SOLID ZX W4aD.'I`-I EQUI1�>:D A.fi0Y1DE FUt L • . T SIZED-BLOCK1N6& LENGTHEN 6DS SCt3>:WS FOTi'.T'OLL P.Et�tETRA'1 iOT�I. CS STRAP ' cs s t • ALSO,USE TA SERIES'STAIRCASE A14GLES ATTRF,QDS.1>0 NOTCU T ST ati&F-Rs. L7P 4 e 16" ( J-8c (' $LL ABOYETO BT°.3i6L STAINT_ESS STEELJ`SST300 SITES WITI�I�f 5 MIt.3:S OF SALT I• Pf,O� GwcKfr;, SJ GOOL�2 NAILS u� �s[9T£fi.OT3_.zMAX: MAI LS e 10`' • I 4AIL SPAC t N,, C01114»C ION PER I LSTA 12 4 PER1Pt�I�R /��/p {� � R�PA�1L G . p 4��w.1 .fir Vl/1•ev. - \f�`P/{/ 2dx41'GLOcK'G 14AI.lrb G�l� 'Ib + yrp•_ To EACH BRACEW/4-lod NAILS r y \, P � I , I � _.__.. SUPI BEN i TO PLAN C, o.`f" G. LESSETi OF i , L jZ Ofi Z1 j i I� ' ` . SCALE: APPROVED BY: DRAWN BY �. CEl LiNR�,CIN �.. .AND MALL. ,,I ATTIC 11 ,: � DATE: NItA 2x4 OUTLGf}i�cT? -- ReviseD _ �. { A s '( - 6Ai°t..c>.. 1=uD1YtiLL i' ARCHITECT I:-AK�V.GRHAN6 COIF N � � SON s T ice T,pWCSTSUR),N.Y. .11590 . z �.�,���� � '����� DRAWING NUMBER - M�3C :fit~ � --- ._SPL- 2 t57'min IM•-_`.'-:a ...s'; k-.E.',^`",•.:ii',yFt,+;. ',-;..:..n. >: a.: ��«'.+,-' > "r I.' 4 m� p �� t �- ���d p _,.,s`S.. �t.E-G- rE' p�;.;.•,,.,,, d, '.B B _ `':�'',%�'�.°�`"h(.•,..� .,�t7�J+ �"�:','. 7:z r, � +i, r� J t r T a' A�3'yf�;r,a 'y�, ':•'aa'."';. ..4» .;".�;, D,�rry`:;`::" - m. +,:,:wK. �a 5, lftBad nt'�®Iri s ;.,. Padi�1 dtria aEr.�irtrriB3B WA-�m �r► rt ft ttl1 �:✓rll :;_.. . , wM y. :r,5;,, t ar nc ill e w i r i �,.,,..._,„ rra t..v Who IQ 1JT I � tit d�t��ld�ra`�gtit��r�et�l� ' r1�t I}�:�a: MID: � '�� � tJnd9��rad - � 3,.�� •. p v`�la�`; : �,� �tt �` th�+trtty.,fp. Ik.n ttok irr�lYutlt� l :-a' `lifd� > �Il �i� illr `. 'ri.and Hal rat haw t i ktt i�an pt #elt: e.. ,s:ee��er ax same re cca rl E�'He 0� - � '='�•„�ti :u=Y� 4,. l _*� 7 trure(;it �tlln� actn� '• t: 4 _;. 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On . e. . tee liii , � fl37blYg..k6nt pipes" be sC" U €b.fid1 iotffi a Er�pi,bda 1aii ; , � ?".. _ b�aw Y.fi tl 4f�:0.F I(u481 6 iP�,,.g14.3,�'.. 1, t' 'B ' P•,i: .'. .`r ,l 'E .JP tl� top t�ft�.dheil i I ►'�` ( � 'IflQi �..`�..+1�-p.. 1 4 ' �;i'.',:r•�7:-mot', d a'ff.r#trda k�e 321ttrt�od �Q�li�� � P RI ;�1'4k13 'E` .�#'. • let of ot #rtl�t-an Y. tit. rut' t hurl .rI3 rBirdx�l'r'ftlrs��Pr�r�mtsd �f -� � _ .. �:;,::''�• ..y.Y:; with no gmnTantme that leak`ap'%ill be f� �, �. � `:�tl�IFl�ti�##E. frbar?l�It��#hofttsc�I�ta. t' =1 T .: ^#ttrtt - �3�I}m}mid:` :� rnpletatia(I'cl+� itc'irw .ol� rrFt :r � d Y.-:�" I~+atling, b > ' t : . 4 Y-Y m � �l1 a' p�jj 1J(�C nR 6 @E �isn r�q 2{7�n��l,"d`[�ICl N.+;:4'.."'° b`,L.� -i, � e,r.11 !a& y ... ���'S=�. a";�.. J �. ;•M'"? �+'�f _ ''W.. 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Y` — !l s��YS i } ess :fie. n � � x�� � i 1 51 =r Y ri ri tF I t G<, i�hr xtt. `�itn � $-1dF L4dEo�ti 7 '3Y rI a II to:ta . --,with a . ic(I ' •ar, - "c.d '3 ''S'"� #" ��.^ '� �":<'! sA'::i ee:�::'? � �ua:`�.w7'`¢Fdr^�,r. �-:`.r, ,, -- - � '�"ss.ix,..,:.:,,bra,`�a-.,asn:t-�..,..<:.,.rN��.ai:.Yati:» i 3 E I t ) 1rh-J(�t -;;fc..n4s^.8.�1� ;'e*,•,nY' r`- .'t — _ .-,'_:.:- ,.s...,�,;>�rue, . t .{4iy .�� P� :t ;.r'; ;;d;, -r.l_, "s'';:�: tx.;,•.��:.,5.`�:::.�:. .a. .,.'�?'.::i,',.:,:. ;3``�'a 'A. :,.'. ` 1 -",'i x y, 'u..'• t +:.C�• Y" `` ..Ttr�" c"l,a.; ti.iMt..-_ai ty'?? .ytq�� jigg 7Jtlrspanaanqutrndbmwoun - - s��gas:lt;dzhase gtda�p�fda� e#Iir#rRi�yaBt�corn3iiBs-tlfde -- - - - ='sue _ :;�;,a.�•;..:.n-;,��,. _ _ ���,ua��lyd��►.a�ry,��li{ - Bri�ter�l�� 4� ;rJ`�hF�ri�;�����t�ti �f ` t��tr � ��: ;:�E �II�+r�f�rrt��Ui�i�d�Ia�r���:�:t� ` Alin rdmfld str Ctural shpa ttilnq ''^ , - . p u ;"t� t��i�C'''��`�•�'l�'.� ��r.:,�,:�' ���Ii'i�� l���1�.t�t�r��dt��st�I�blt�tlt;Iti •'t� Ba sf $rth � �teo t� ., w f y '" tuhrl#t #thg"sPmca'Ci'swoen' S. ,.:..,. . .:;Y';... pj 4( r, a tt1 C w I E�.ie'I w li An.47:tlinsLk dnd audll d 4I l danm t!�t$ ; tvI " :tri # d P 'f r .fp 5 t cinnndsy�id�b�h ap+xeing tfQ,t �t. µt €iaxd' ith t.:: ealdrIlndir be�:�tr�Jarda tlfm�.Ifutduaoriaasealgd' CK �,'�: G r c sre.uCtietb'.o�Of tl��Iar 'se k�i� - � iTdlLd.ehunm� � Its��u��� I H _`;: .<�:.%F,��<��r„;;� _z��:�.;;�'�Y�.t• I canzf'ul to:1zEp combuirilble,,m� fi*-ar �tt from,z chimney,and use sH - rats+ silir .rauiktn �? .firtr �f '' ►1r':pxaefctlnazerl g. #(t';�€a�io� tC;�i�t��li�l � itl;. lf.�� ��� h fh tend. l - 1i €frf tat 0ivralxi'1p a +1:Ibt 'rrI fir _ rti �,t efzi t' c31n ',-: r iiror: {; Iilii` .�� �;: tft �Iln�e Ytse ufaciur�„ t' �+-'� . . .�r� ,,_ I • � - � Caulk-8CP H � mow`:x''s.';��•' a a��"� ,,;,. �y_-„. , ���I•drama_, tlbergtass - th"ram Inu`'no-or ,.; I .3' 4 li } ,. ;,' .�.�. �'�I� did rPV4 f l�' air' `§ � s`. `mod�.' r'#irp and ". �_ ..t. b6flt 1114 of ventt:aafa. d3UlT #tfaa FiWd Irt9blitlo n proAgg- xtt�rvlls. m0rp A=a kluo an B onsttit<tid spare �� ^��, in Ifis �t]t � I I�� '�. fit. '� � � t Cfmter 1`� ed abmi the fi l e� ,��»�������� xiti' } t rrid r i$ t�ii g-as, re ttirbar. He evv i €iL ai �> t t�- r 1 ffic �. °a �pn � 1 Ft s'i�.i t.L,' 1: € e 1 -°,; ,<;'_ gu t ' I r i9 I�t}t-v in Figure 1 i t eat 1 b�; t c l,T i n t� t �`�.;_ ven ifyou i ii t l �_ s s d r +tl�: Ce i1 i SCt € . ns 3"t3 3i rrt r� e C R: �s y adhf-sa= :at _... . .. dip p end end'gub,MH sig,ilifieff0 .m tO ct Ai leak4m_g'e esp e e"h&e duds,w;effectiae?YixeraiGir<'r,7lJi 8dddtt7 rs tT�rrs,md�rn metl • ,, .rlru7r�iiings: ;f�:�sjciraura"Yx�irir�rniturti�ttfc�zlin� -------- �- 1`'' -------.-- - Er , APPROVED BY: ..— - ----... .ts: 'a ; GALE: DRAWN BY L" DATE: r REVISED _.___._.._.._....._ __. DRAWING NUMBER IT =L��60 Ls. ALLENDF&Ek 3 ^5-P if Low woos SlEps 100.00� VWLIN&j70 CODS a g b G s� 6 sTOCKAPE �F-NGE in j wood � o �. /iz.S. `s . mPIN L-6-7---A R,-E A--.='7,--2-6 6 S F C- Ln L, � _F ru ap c!-�- _ ^ � r R � N ' ' . `OLl 711 �'�351�N�'er. cL�, F�a ONDE�S PA7�-1- --- -- �, - . . .._. ...._ as � ►,� . - - - - � S � � �� N GEC - a� ti New/�tFP tic � _ o 6'CD � `---F /z' r` ' If V 2 $ Till Pt � ra 00 Vt. 2-ND P13 Ln �LS E. C.O. may pn� Hai s 176 EXIST,: U u•� T4 EXSs�. 00 cc - - J-Y.i_ a- _ P TO �-. - 2645 4�N 245V" 263"VR 2�3"N FEB 6 f , 8 RA SIMGLE_:STAri 6t�-_SM6KE VETS car _ __. nmu. StfOK�./C 6 -VE f C _�E- i 4 � SCALE: AS 1 i � APPROVED EY: - DRAWN BY .QATE: 5 [ REVISED 7 23 24. - � � DRAWING NUMBER �— - - - - 1S X 24 PRINTED ON NO.1000H CLEARPRINT• 12 13� ADJACEt-F�' 2 xw14 : X R IDCE . IZ,161, 0Q � .. ,� FURR OUT Fot� R-3F3 'O BSI 2XI6 FR > uvvuuI-P'33 of110ft ilU YZ.G)tZ 7 ?x l I P e 1 6lj O.C. �13 x 36 � �,�CI-�I��.CTU� _ 1 �L St�IK�IrES .. ` � - I6 TiR I�" p_C. 00 ON IS ATM w FLY1 zx o.C,w H , ZY E�3 �IG" O.C. EAD - R-I9 W-. SI STEli T6 -x)sT. =o _ 6 4 rF} •.I � ���{, - { � 4T it � - � `tom...-.....�._.�2" -. , u Al _ a _ xg _ 1�.•�i L1 i� _ �... C ; Fi C, 5. 11 i N \.9 (3) 2.x 8 1 OP"ct�iifiS 6'� �n � U D I `g 0. (°i 4 �Y joe— �- lz�l oil I�nr d ' j x 145 i- N rA I SCALE: - �!�" APPROVED BY: I _ / 1�y DRAWN BY SAL �RC�-1--516- 8 -.65G!---- - REVISED �• DATE 5 2! Z _ _ _ i _ - DRAWING NUMBER 18 X 24 PRINTED ON NO.1000H CLEARPRINT• 'RAISE F-XIS . CHIMNf.y SHIN s�1N�LIS --� -- WCHI s F-C.i URAL � , , r. GABLIz yEi•-T `` 13D- METAL 12 — :�, s - -�-�-- - EIEJ 'D ------ - - -EIDEI-11 7E�]- -0110 A�c�iT�c'�v�,r'�� s�t�IGLEs N RAISE T-:Xl,�q. CHIMNF-y ALU1q. GULF T lS 6 LEhD 1�51JS GOi, C - fFTT LLL ! e` NtITAL FLASE-Ei1 . S ; KAkLlt4C-,'To COPE a i it T 3E ftE� City EXCSCmG v. AISED _ . - Z - i x �PCM x. yyw r ip \ 6 rf I rr APPROVED BY: —--- -- -- - . t SCALE: )/ — .�^ DRAWN BY `m - d ,� t / !/� t� t, n �_ .. y YO —J --__ _�,E__'i"AT a DATE' � Z I Z - REVISED 1 Z3 p 4 SO —T 7.$U ley ,E' l RAW-IN- - - -- -- ...-- _ G NUMBER OUR MUTHML� 18 X 24 PRINTED ON NO.100M CLEARPRINT• AR N 1'3 E C7(1 Ti .I >� DOR M�T��CaF—yot,4 GABLE V m AILY Y. G 13Ln f -rig ceovE 10, A _ I AIRM-t`tc i 1 RAL SvimGLES GABLE VEN, 11 1 2 4C FAKE � E DoRMER,(I3EY031D) off 5. r }qI! - s - - SCALE: � ' J 11 APPROVED BY: ,,,�„• c ,'E,�, J I 11` O _ _ _ DRAWN BY W� ��^^ ��Stt_'-_jjam� /' {� e { r} DATE' �� - AL F_i_lr.` J�-6-_$ .. ; 1_ REVISED 23 24- t", S �. _. DRAWING NUMBER 18 x 24 PRINTED ON NO.1000H CLEARPRINT• F. .:.t:. I9�ESTGN C1'ERI1 - - pRWrit DESIGNEE) :N CONFORMANCE WITH: NAXLIN�SIEY�ULE . ' . . . . ' W YORE STATE RESIDENTIAL CODE,&: • . . . ".y. From.Wood Framc.'Construction Manuat,for one and two family houses e Live Loads: Jim - - _ WOOD • GONS FRUCIION._ AL FOR:1.&•2 FAMILY-UD', GS 1 -1 40. sf' rooms other than s1ep� I�tctttlris 7�� - 7�T CAE w_r1_4:�MG 2pl�Ah�-:2 ffil 3 _FL 1ENT�._.. r , '� _"'� �� a .': Joint DesGripticin N�mbel ofNails ' *;ai1.S,F Icing /x - 1� - ` p "f' .b . i. E1�ERAL l�dTf`u�: . - tIc 1� ---- Y! �.�r 1-«.�'R �_ �. . • • 30 psf .sleeping roams . .. . . : .. •.: , ... . '- • ' . "..': ' Rt�OF :rAri�r1�1G ---"-� 10 P, f att1CS''W/O•StQIagC t. ALL FOOTINGS SHALL BEAR ON UNDISTURBED VIRGIN.St='tI;4�IN&A;IfdT (Ii4IU1N$EAA AIG.GAPACaI Y'�1F 3QQO.l�;S.F.::_'• Wou ma 1� '.t :(,, 2 :psf attics:w/_5igt'age 2. ALL FOUNDATION WALLS AND VERTICAL CONCRETE EXPOSED,TCf'CVEA7I R'pI :i►I`I giti k tE `i St; . Rafter to Top Plate(Toe-nailed)^ 3- 8d per rafter - SHALL.BEMINIMUM 3,000 FS.FLAW CONCRETE,AIF EN FRAWED.TIV F12E :. W-WEATH.,: - 1�' ". ..CIS.: .. :1.- Ceilin Joist to To Platt(Toe-nr sled 3- 8d per rafter �� ��� .. 111 other dive loads in accordance.w/ '`: g F Cr ) 3. ALL PORCHES,CARPORT SLABS,STEPS EXPOSED r0 TflE'Vt q'►Ti R ANp.bA Gi l l"LQipI SLAHS'SI{AI i-81`3... 0 P.. Ceiling Joist to Paiallel Rafter(Face-nailed) 5-I6d each lap - t T1. able R301 - N.Y.S.•Resid 'n l:Colie .., ... AIR ENTRAINED CONCRETE., .: '_. Ceiling Joist Laps Over Partitions(Face-nailed) S-I6d each la CA�� "nTW a Dea(1 LO dS: 4. ALL FOOTINGS SHALL BE POURED AT A MIN. DEPTH OF 3 BF-LOW,GRADE REGAVLESS OF'SbM-'Ct7t 6 1t1NB. „ Collar Tieto Rafter(Face-nailed) 3-1 Odper.tie p 1 ¢.5" 3" " 5. DAMP PROOF ALL CONCRETE WALLS ENtLOSiNG HABITABLE OItUSAI3LE 31iACE• - . I . )l- . z _.;;. . B! Ra6sr CI 10psf` .floors,roofs and walls :' 6. oPv NEw corasTRUCTior1 ov 'ExisTWtyavl�tr�i?�r> `t�v 'Paviaorrc' t�sP IF ori1 °,,: nailed) _ocking to, oe- 2- 8d •eah end 2- 7. ALL STEPPED FOOTINGS SHALL HAVE FLAT TOPS AND.BOTTOMS LEVEL AND TRUETO INStJRE.MMIMUM.BF.ARWG', Rim-Board to rafter.(l:,nd.nailed): 2-16d each end. o. Ground Snow loan: AgApm k A . . .. . AND SHALT:BE STEPPED AT A.1:2 SLOPE MAXIMUIC+F'MAI�IfiAtli(INt�i THE.THICK . ;A5'NOT. ... ..[HE DRAWCNf�S'>' -; g V .Crr) ' '. . 45,"psf .AT ALL POINTS. . . : . WALL FRANKING : . a Wind Speed:' ' • ... • . .' 8. SILL PLATESSHAJ.LBEANCHOREDTOTHE:•FOUNDA'ITONWITHANCHORBOL .SIMBEDDEDA.MTNt7( lLJ1�1'OF.:. ANT?,•: . • ' ? t e I t ,� SPACED,AS FOLLOWS .. • ' 1`� Plate to•To Plate F 1:.0 mph;Exposure'B Ellelosed WITHIN 12".OF THE.END OF EACH PLATE SEC tTON per f 4 2, 1 t ( p p (,ace-nailed) 2-!6d oat I Win U lift:: S/8 I OR1BfiT9,23`'©.C.MAX 8k2.ST I `W 1,tt P(I` 2;• 'Top'Plates at,Inte;sections dace-nailed) 4-I6d joints-each side 3 �n '`' Stud't1i S dFoce=nailed �- " o d. .P ,•AK t. o.. ooF cTI q-u1 AL[.6t " . ' . t�s . .,. 3''X 3".x•y,. Mlm .. _ o.c. > - '� to ( } I6d 24 itIKD . wASH�RS >�o P1rtUM- - . '3 a . . Per..pieserip.. .design, .able 3.71. Wood:Frz.... ' `. ;: _ NoT&:SEE SHEARWALL SCHEDULB FOR ADT31T10NAL ANCHOPi'BOL TS., ' ' •Header to Header 16d 16. o.c-along edges' G1-G7 .Construcodri martial for Qne>li :TWO T�Iiriily HG0S, • 9. THE CONTRACTOR SHALL COORDINATE AND PLACIr ALL:SLELVES REQUIRED:FOR PLCIMBING,ELECTRICAL OR ANY .: ` ' G ¢' 3 3 o. Seismic Design Category: :„ ... OTHER TRADE PERFORMING WORK THAT REQUIRi~S PASSING THROUGH ANY FOUNDATION WALLS, '. . i Top or Bottom Flute to Stud(End-nailed) 2-I 6d. per 2x4 stud 12 5 3 3 . ' :. i . ' . 10. ALL FOUNDATION PLATES SHALL .THAT TREATP .. . . 34C . per 2x6 stud 14 5 A 3 3 11. ALL FOUNDATION SILT PLATES SHALL REST ON ALUMINUM TERMITE SHIELD SII L PI ATE;INSU[ATION. 4-16d -per 2x8 stud 10 4 4. -� A. . Weathering::: .• •I . • 12. ALL.WOOD TO BE HEM FIR NO 2 OR BETTER WITH:Fb�Big PSI AND MODULUS OF ELASTICITY:(E).QF.1,300,000... ' JeVt~re 13.. ALL SHEATHING AND SUBFLOORING SHALL BE SPECIES GRQUP ONES EXTERIOR-GRADE;XHICKNE$S AS MIEATED.•: Bottom Plate to Floor Joist,Band Joist,-Erid Joist L +' t f 1 14. JOISTS/ttAITERS SHALL BE DOUBLED AT:Ai;,OPR4]NG$,END RUNS,PARALLEL PARTffi0NS AND 8A9T3TI�S:;. ' ' ' 4 2. 2 �, I + ' .•Fro . +.��+.:.:. END OF THE FL001t SYSTEh7;INCLUDING ATTtC,FLOORS: I . v FLOOR FRAjViING rI�DE 3 3 2. . . _ 16. CROSS BRIDGING OR SOLID BLOCKING SHAI L BE INSTALLED AT'AI L'JOISTS8.-0- Q.C.MAXIMUM A..D.SOLID �u.�2 •. ;:.Teritiite: to 5 3 .�BLOCKING/FIRESTOPPING AT BEARING PARTITIONS. • ' P.eA M N 61 Moderate tLl. eBVyr , 17, •ALL.HORIZONTAI:FRAMING BEARING O*1:BEAPVIS,GIRDERS O•It:PLATEs OF BEARING PARTITIONS'.SJiALL BE`LAPPED. Joist to Sill,'Top Plate or'Girder(Toe-nailed) 4- .8d per joist fi�Dr� 12 ra a 4 3 4^MIMMUM{SEE BLOCKING NOTE):. Bridging to]gist(Toe=nailed) 2-8d each end 14 7 �; ¢ 4 • - decay::' . . ' 18. ALL.FLUSH FRAMING SHALL BE•CONNECT ED W1TH.MANUFACTURED STEEL CONNEC770NS,SIZED'ANU-NAILED IN" g (-I ) . . .. . ~ 131ackin to Joist... oe-nailed 2. 8d each end. Slight to 11riOdt;rate ORDER TO SUPPORT'THE REACTIVE LOAD.OF THE:MEMBER Blocking to Si II'or To Plate(toe-nailed). 3-16d •. each block !� 8 ' r 4 !9. BLOCKING SHALL BE PIt.OiRDED IN THE FWUNfj TO SUPPORT.LEADERS AND GLITTERS,FASCIA EWDS,•GYSUM P 2 V,iOtea'.De�wn -el per6ture wALLB AR- I3DGES ORhrERS TOTI.ET ACCESSORIES CABi1�lETS;CASINGS,ETC:. ..:': :.. Ledger Strip,to Bealn(Face-nailed) 3-I6d •. each joist 1 f : a :": '' . . Joist.on led er to Beam Toe-nailed 3- 8d ei 'Dist ' 2 i 2 1 C) .. ANU C �dRSs6ti t 3 .. 20. TNST� I L FIRESTOPPING,AT ALL REQUIREC,LOCP«TI014S'To COMPLY WITH GOVERNING'.BUILDING CDDE g � ) P J _l�>ov�. o.;- 21.. _PROM73E FIRE1~A T ED ASSEMBLIES AS CALLED F02 ON:DRf1PlWGS. Band.Joist'to Joist()(End-nailed) 3.16d per joisf. G�14 G ( _ F, '4- '2. . . . . ":''... . . I� 1 l 22: ALL ROOF EVES'RAFT Eft SPACE A130VE I3�1S1JLAI iON AND U'NHEATEFi'ATTlC SPACE,S'SHALL•BE VEMTED'AS•'. :. Band.Jc4t to Sill or To Plate(Toes-nailed) 2-I6d er foot hc-t12 t4 G ,.� ., ® ' ltre Stlielct.t31d�1r'.�yei7t: INDICA`TEP7. . " F F. Gt. � 3 3 • , . . I. .' ss' F ,o � h___ UNIT . . Palerodifie>,lit�zttien beet front:acres Mlle I I srx� O Fy=.so ksi.. I2+iPS D WITH''/="w�hTERitESISTAt�T . : ROOF SHEATHING �P - ..... __._., 23 ALL STEEL-SHALL BE TYPE A992 WITT . „ : ti,, 24., ALL INTERiORAREAS SUBJECT TO MOISTJ:.E.AHID.H€Gl$HUhi#f31TY SHA1 L 1B F HE _ To riaP!il: isrde billditi 'a�tenar.calls.. ' 't�l _ T - - - --�:-- - : ....., - . •.. .. - .. GYPSUM BOARD: 6"o c '-- -- F' 4- a' Flood.:H rd: .. '' 25.• LICENCED CONTRAC ORS IN ACCORDANCE WITH APPLICABLE CO DES AND.' .. UL:ATIONS GOVERNING SHALL �: ....' ' . . ...rat Panels. . , - . 8d .edge - . . . . . i 2"o c fi ]d 16 �3 . PERFdRM ALL PLUMBING;HVAC,'AND ELEC`FRIC'AL•WORK,' •. " .. a . .As per local itlrisd;ction. . . 8d 4"o:c.at Gable Rakes 2 . . 26. ALL-STORM WATER AND-SEWAGE-DISPOSAL SYSTEMS SHAI: -BE DESIGNED AND INSTALLED AS PRt.66VERN1N&:,;- :`' �2 I t I . .. 4 7 . 2 2. 1 2 CODES AND HEALTH DEPT:REGULATION&' - , • •. •-.: . Fz�T� . *,Wood Fratn't Construction Manual for One-arid Two Family.Houses . 27. ALL NEW UTILITIES INDICA'.xED S1IAL'L BE.DESIGNED,INSTALLED;:AIvD TER 1MATED BY'LOCAi'.U71LITY COMPAirilp' - CEli.ING SHEA's`i• NG• G�1L� - � 4 � _ a --- y AS PER UTILITY CO.'REGULATI6NS., '• . - f,1.IV TYIO - - -_ - - - _ 28: ALL NEW COh1STRUCTION SHALL*�;iET TtiL R; 'UI z N S OF I~OCALAND STA6`E'ENMY CON.SERYA fIQN CUL?ES::. C . Si+ro Wallboard . d%oolers T'.a.c ed a ��, r� S r -- $ 2 T _Z�l_5__ffi4l __ _01"_ F__?_LtM F_ _4------------- - - - -- - - REFER TO ENERGY CALCULATIONS AI TACHED O'THESE UR W'1NGS.... ..,. ,...:`:: ;:;`':;;:. .. . :.;::..r:...;:.. yP . 10"o.c. gld E�ar� 1t. l.� - /0. - d q, . 29,' ALL.BEAMS IN CEILING TO BE CONCEALED:UN'tvSS NOTED OTFIERWiSE. � . r V✓A.LL SHEAr!'H[I1'VO F �tzr� -12 7: q 30.• ALL ROOF ItAF,E1(.S TO HAVE:PREFABRICATED ME TAL H:4NGERS'-., NP:OLiMtA I;. ! , I�1 y K. _ 1. : 3l.. ANY'DESCREI ANCi]ES H ,C,BE RE':POR,M, *TO;fiHE ARCHI I ECT)T FORE'PREJCEED>NG:; ;:;, _. . ,... 32. LAP TOP PLATES OVER WALL•OPENII�IGS AS Ff?LLOWS: -LIP`TO 6'OPERI[NGS LAP 2'lw[1N.&.'S'.TO IZ'.OPENINGS.LAF 4': Struchiral Panels 8d 6"o.c,edge . I� ' ' 6 .[� MINIMUM .. .. : . 12"o.c.field Z ......�. r,a., TABLE R301:7 33. ALL ENTRY PLATFORMS TO BE;MINIMUM 3'DEEP. PROVIDE AT',LEAtT ONE liANDItMt IF'7*6., i f6`-,:: Vk, Gypsulli�Tdallbaard 5d coolers 7"o.c.edge 1 . I ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS '`� 3 Z ;. 2 PROVIDE TWO HANDRAILS IF THREE OR MORh,RISERS:. . 10"o.e.field i - - 3tTRUCTURAL MEMBER ALLOViIABLE 34. HEADERS: 4''3'=2.-2"x .8•.' , r3'�=.2 2 xi6`: 4'-•6'=2'-2 z 1'2,'', '6'::8'..-=2• 1.75.x•4.S_'M�:.:- ':` '+ ::'' ?': C4I V G, & 5 13" ' . 3 } -1, ,,,7 DEFLECTION 35:, .INSTALL HARD'W1RCr1S14IOKEDETECTbItSIN:AGE'BEAItooms%.D)}�ChI±ITtOSLEEPXN-1 A:�tEAS;IfAI,LS,.'f6F;OF :; '::' ;` - ANp7W0 �y (� �; �, > , .. STAIRS AND,$ASEM1rNT.INCT'ALGCO I7E'rELT(?RS ON BQILIrR:.., LEVEL i alU I.OV�?EST T:EVES;SI;EEpl1�TCi„.W.A`a-L, kl" GlE".i 0 - Itah�rs having slopes greater their 3/12 L/I80 " r�OR SHEATIIiG ` ALARMS TO BE INT1rRCONNECTED OR'iF ALI 6iVED BY'tOCAL CODE;.SfNGLE�STf LION •-' _ �F"�.�J r g_ ._ '�' b :,:.�:Strcictural Panels 1 or less - 8d FL...__.- !Z q _with no finished ceiling attached to " _ 11 6. ALL,.SKYLI TQ•HAVECAAE'APPR01?ED:SAFEIY_SiIASS_QI P ITC: :_.:. ( " ) - _ - rafters L•is POSTS TfIFHAVE CONTII�ILJOtJSIT.G I:FO PO1 . :. "?� 6"o.c.edge o�>� f�- �(v r -.i 5 37: 4 ' UPPOR i D,Ct�RrAt~RMT0T3I4I[ 4TI �• �; :,r:,., }t ,l t71�1.; ...Y. 38. GI,A, vu-SAF&V INS'FAL=E AiT ALL:L AND1141Gs;-BoT'Ft'I�+!CiI?.$T' ;; i ',ia.,., -.J.- [ICI -i�- i'' l2"o.c.field �l 1 X' 7 _ _'O Interior walls and.partitions I I!1$U MEET,RE1.QUIREMENTS - - QUIRE NJS OF S$CTIQIr R31?8 NY3`,Cfy 3l; 4T.SE);"B111'HR��+ :�te)< V ��A�l IC�VS�+I:;AC�f , � 1� !"•• $ -1^ Co. Floors and plastered ceilhigs Lf360 • WITH R3og NYS°f9tik ' . . . All other structural members U?4U F---- Table 3.6A Ridge Tension Strap Coinnection Requirements for Wind'-Exposure IT'- ,fable 3.413 Uplift Strap Connection Requirements-Exposure B . WND-BORNE.�EBRI5 '�R�TE���� F�I►S.TI�..NING Exterior walls with plaster or stucco I-U360 (Prescriptive Alternative to Table - (Roof-to-Wall,Wall-to-Wall, and Walt-to.-Foundation) SC�DUL.E FOR WOOD STRUCTURAL PANELS finish ish (Prescriptive Altemativa to Table 3.4) , � �aLoadAaaamPdooa:RaarAeepahtyOL-la,af FASTENER a�IPACING @ALL PAAIEL EDGES Exterior walls-wind lolds�"\V. L1240 •b,a�Ga,,Wind Speedt�) es go Teo Ito Iso t3o Tao Iso DeadlLoadAe�umpdom:RaofiCoil6ogAssemllyDL-15psf _ brittle finishes PZCMcL RwRpm NombwofgdCo Nags.lMB=Ns&iowLmdof 1-iM-Stra)"Aw I TbmSecondCsustWnd • " . Exterior walls-wind loadsa with L1l20 12 1 z 2 2 3 3 4 _ Speed(mab) Bs �o too ll0 120.: lso 140� lso 4 FOOT 6 FOOT t fkallili ltnisheS 16 1 2 2 z 3 4 a s R3ofS Nllmbctof8dCommanNai]scrlodSoxN1i13 �- 1 i <. o G 20 2 2 2 3 4 4 s 6 Flamm s acln F1° 'FASTENER- . PANELSPAN PANELSI AN PANEL.SPAN B P B(�) NOTE::L=span length,H=span height. 3:12 24 2 2 3 3 a 3 6 7 (k) in Ewh End of 1-1l4"x 20 gage straps TYPE <'4 FOOT <6 F OOT . <8 FOOT a.The wind load shall be permitted it)betaken asO.7 titres the Component and 32 2 3 3 , 3 7 e s 12 1 1 1 . 2 2 2 3 3 Cladding k3>zft>far the purpose of the determining deflection limits Ise:eirl, 36 z 3 a s 6 7 4 16 1 1 i z 2 • 3 3 3 . Iz 1 t 1 2 a 2+ 3 3 2Q 1 1 2 2 2 3 3 4 16 1 1 2 2 2 3 3 a 12 24 1 1 2 2 3 3 4 4 20 1 2 2 z' 3 4 4 s 28 1 1 2 2 3 4 4 5 .' Eu:iuCr�yVS .. . 4:12 24 x a 2 3 3 a s 6 ' 28 2 2 3 3 4 3 6 7 32 1 I 2 3 3 4 S 5 . _ .. • 32 2 3 4 a S 6 7 36 1 2 2 3 "'1 4 5 6 1 ss ,a , 2" 36 2 2 3 a s 6 7 3 z /2 .#�, ..16,., 1 _. 1� 12 1 1 2 .1 i 3 (4 wl3ala Screws ABt-E R3(I 1.to ,2 t i t t a 2 2 3 16 1 1 2 ' ' i 3 4 4 , .' t 1. 1►1t�lilti4UM I2UC3F LIVE LOADS tlol P+Dlli�dllS=fOl4,CE PEFt:S®UARE x5 1 1 2 z z 3 3 0 p :, I 2 2 • 3 a � ' FOOT OI~HORlalrfDlii"!`AL PI�CU ECTION 3:12 14 1 2 2 z 3 3 a s ..• '.. : . ': :'• . l 16 24 1 2 « 3 3 + S. 6'-'..'•__.. 28 1 2 2 3 3 4 SI S iff I ¢ . ': TMStJ'1',du�LGAi}M . 1 2a 1 2 _' I 3 4. s o ,•, 1z 2 2 2 3 a a' s 6 1 f C?IV�UT•T d.CiC BiJILblING DEPARTME iT FOR DETERNI NATiON OF WIND BORNE AREA IN SWAM 36 2 3 3 4 s 7 32 1 2 2 � 3 4 4 • � 7 . } ' 12 1 1 1 1 2 2 2 s ( 36 2 2 ( 3 4 �i 4 - '.,, l I A I E�I :} . .. I. . idl • 1ttB7Ei2. ' 20 1 1 z z z z 3 n „__ . _..__..J 12 1 1 2 ..1 2 f_" p'" - r 4 '„ .- _. ,f , 1 i. : 3 3 i ( A. ��vad structural panels to be l2 plywood rn nunum. t).10 2Qi W Cl'tfr fiai 24 1 1 a 2 3 3 a a 16 i t Z 3 4 a.• , ROOF SLOPE 3b0 : 0 N zs f z 2 z 3 4 4 s 20 1 2 2 4 4 s Nails shall be I'Od common or l?d boz nails. Flat Or rise l.ms than 4 inche• � 32 2 2 2 3 3 4 s 6 , tt)t 36 2 z z 3 a a s fi 192 24 1 2 i 4 5 p ,• )Nhere�screw5 are attached to masonry or masonry/sh:cca,they shall be attaoiled utilizing ('1:3} .20 16 12 ,z 1 t 1 1 z z 2 28 2 2 3 I 4 `s 6 j vibration-rasisttutt anchors hailing a minimum ultimate withdrawal capacity of 490 you ids. y+ ...-_..,«.,�......-.,-....-,,.• 16 1 1 1 2 2 2 a 3 12 2 1 3 ( 4 s 1 6 � 7 8. � �'uc3u_rsiirpp nets:=mush:-__be pre-ci; -`1-o:-the:o�.�ing:s`1 Qre-clr-�Tfe.cl-=t'oM-F.e.-- I .I t 1 ttiHC 1nt:ltes per local(.1; )W 1C735 20 1 1 2 2 a 3 3 3 � 36 2 2 3 d 5 B 9 - -- _ `r{ES�n _4t):Si�.ar,A-I-a. --lea4,5r_o nin Q`�GJc t. __0._.,._._. � c�c�,v*eerrE hat�lware �hd rlus be . 1� 14 ' 12. 7:12-12:12 24 1 1 2 2 2 3 3 4 i2 i 2 1 ! 3 j -,i M 4 5 vI , �• Cr��1 F"-m": : illptl l ttt4llt5Ct t"Cl9l(f;1) 2s t z 2 2 3 3 a 4 16 i 2 2 t ' 4 3 r* q""3- .7ti .-. - `-.�,�„ - - 32 2 2 2 3 3 4 a s - {{{ 6 .0 � �,,A,.',, T.,a �" _"' _'" `�.9. •It 1,'it! l:2 i Klee�14'la fkIot.(I:t)ttltd .� °I��. S U`�l'i� �� �1' PLAN S' +, 36 2 2 z 3 3 4 s 6 �0 2 2 3 4 5 - 6 7 '''� s, 1. gr tit Y I1 12 12 Tabulatedemmalien movemcm,drvl be peanhW to be mulobcd by 0.70[�ratmmg aotbocetod within 8 fatafbu0diug 2 ! I (�� I ' �^�,� -- i .... __ W.. . . e� 24 24 1 ? 3 S . 0 7 .� : ....._..-_.... _.�_..- R '•_.__""'"•",• �-. ----" - 3 Tabulated ridgecommedoa leads mn®eAbuild'inglacatadto Exposure& 28 2 2 3 l -i y 1 7 B_ - ,n..• s, �jp•_,`i' APPROVED BY: 1'q1 S!; 1 dxltlaiL ttx% tl ff!3iP�tlt`,1 p€►(tiaJlx-f.�ifam Trot-0,1147a kN , t Tabulated crmooedoon:qu4smmn nsbeedcm mtd uplift mmua 0.6 afore toofuscrobly dad IW_3.6x!Opal). 32 2 2 . 3 f 6 7 9 ea#1., . ('.ALE. DRAWN BY I inch hilt-0.t*11 wi1lft11 ' ITabuWedcemneetionsequirmentvambesecims12ioehtldV#1mpaped¢gfordJUhr=rWSamapepocing,muttiplyon :•'�. 1 � �_`-•«--^'-•--^---�-^•- 1'l 36 2 3 4 5 6 9 ,r �i t:? tabal"vawabytheappropdatamddp8abalnte: t �,. ,- �*�: ;�� � •�.�-..-.�.... �...zti.� �«.,< ,`3A'fr: �� REVISEt3 Ridge Coaoatiau Spaciac(in.) 12 Ifi 141 24 48 1 PStscrip6Vb limpttfe based OL P.ahtnn"tftOd9 iri-:ahlc 3.a. '"'-'' ,"��!; , b,ulcptia.- 1.00 I. 133 1.60 z.00 T 2 Tabtdated ullconacetion ie elna7t3 asgtr<na a btuit'.in i,rcated m Ea aro-n. % p� ^-.;:d.',._......-,_......_-.«.__...._......_._.__., ...._.......-....r.. Whw U.tebulatcd mtmba of m;is d at each and m'the uP' `•1�% . IN " �'a 4..,,I-..•, k Table 3.1,the ridge amp andf.." q na8ia a am ad ai the"is equal to 1 a�tha 6atoing is atZb In se=dmta with Bp• mqoy 'ly P P P�. •• 11 "- ( k 1�t v�j:c i.... , `�Fy r �C7 r g ^ 3 Tabul.ted III1GOaneCtloa rats a same a fool abd ceity6 asscrsb dcnd fond of 9 sf(�.ub s i5 3f 7 t`a ,; , w k . . 1 t rj R! :U t ��«- er : WhmtacA?Wt6ieneedinkmofarid• 'e - 3• p 11 ' lie map,du n mbarrf lOd co®m tv,8a tapdtad m arb cad otibe eras Ile need as eeP.ing nxsembly is not nresctl or if t'»ceiling assembly is art eem tcetrJ W sLe goof azauublY, a tahulatad Liz of osiL n iR.. t 4 .`". y ;!-:`; ';v{', .,r ,+4• ;M `'�7 1 �+.+_� Il��,�� 1 l�✓ o4ead the mbubud trmber of 8d cmnmon aaW m a oaf strop,or tau nuober of lUba ail,is aeh ood oftae coda oa be incttaeed by i nail at each end of the strap. '� � : ..,_ 7 tnedamexeoodtaotebulaaedoutnbauflodbosuibinea:adetap. - ""•,-'�."""'-_--- ---- -•""'-•- t 1.1/4.2o page ridge sttep abaa bo cfAS.M A653 grad*33 mxl or equivalat 4 )Kinimala ASTM A653 Crude 33 alert stta� _-_ - 4 t.,.,,-..„ 4 t, - DRAWING NUMBER :-- . 9y STR f . 13EAM aid DLSTAAIas r USEEvERYOT:i�b1AILri0!I- TIL ��cS20 t ° o � IN "'R. :170 MVADETi� cSc.�TT:'t Q ° CODE REQp1Rc'D d'tJLMuth 8'r . • ° i" U , C>=h i��?.CEN TER ! USE 'NAILS ° ✓o Ijlj f f f �' ° ° fIB -r'r' S'i�CINvFeR /c :LEN0�"'l 7RAP(C EC4B?,;) Nt'�W'' a5 ��'�.J1�.R G�� ACC HIS30 � cl EAR L5SU28 0 _ SPAN r ,.R1DGE STRAP ° , I :15TRAP/BA R((Sft�Fso�t cs2o) 14TS 30 ,ZEdNAILSEr'�IiEND-. 2°MINIMUM J I SIDECOyE 8°MI►I. i LSSU ES/RAFTER: 1�I:A1I.RAFFERS__ 'tif"r" tfiM T T�1~ 1) WN i� R EHDDiSF�iMINIMUMEN. s 'itf H�IdAFTER C0R1 ,i_R HOLD-DON [�. -10 40d NAILS/FA_,GE .J S- 0J NAILsjJOIsT.. _21Mc'SO H7s o °o. a o: i Gf 1EDR;4L5:OFSLy col�ut:R HlP fti?so�t.H't53o. 2o.=.lOd"cr +�: •• r�lttstrv :N SAP .o; -I�tSa'E:LISEAC54AT.CORNM POSS SP> 1�Ri�ss/�AriMR: '2!t-10dx"1=�1Zn o o ,q, cs20 FOI3 RAf=i•EM NLITAJGRIKSWiTHMDU ,USE 2 HSFASTEN S MSTC O ATZ"p i`�:.CQRhce S Ir ANCHOR BOLT MIN. P Q_.S�T I O P C..O��;I���T I Lo��; -Wrfh 5119dx1.1/8.RAILS EAChI END ch t:ACEs 1=ASi c,�IrR a r � , ._. � I � � � I USF_-=Ve�W0T9MNAiL•ra� —� :klsr,;MAPADJAZ-V-7SUDS TOPLCEELWRAP.0YER70P.OFPIATE Il 0k7 DEF-P YYiAnLL.: STR- � .D�.T��L a�2 - F�C?Ot� cszo ... AP.P.[N . iNAROWTO PROVIDEiNE IO xw :SIMP:ON AC4 wiifiCS7.S1�ME'-4:.10Acir5-BA AILS�C�ENA � •—'"—`�SINt�otEC52© CODEREQUIRE>MINIMUM ' . t .�t CSZL2S P...£VEftYEIt1A.or 28It•IpSON MI1016 cE rc TO�Et•i*; c0>niNuous llui� . 9�'ER:POST._M{N.;�4-1bd.1N:PaSiM .10-.1.� .ih.�a�AM.. POS. I BASS i ct�JNI�w i . .W• - t s16 tYsuP.� SPA,GtN6F0CiD1AtLS CotavECto>3s1'RAP - IEtI' T1..h CIS K -� P�fi MI 2 roa rrarLs R `RAPPING'^ OR • .. — --P sT__HIM _ Q ,I�ER .. ,�. �. 2"y FLOOR Coi1NciSTi1.DNAlUNCz`KR `aSL• �a �, � :• HTT22 2N� �L. .._L:i'ER:CORNi:R�YE tsi.F.L.•. -3STUDSW1 LOCKIKSs "Jn d h<s/4d d EQUAL NUa:.,=::v= �'i. i r 2Rw15-1�('10"OG �;• e� SPEC1FlE7l`i1!tLrs ' ..ISSUDS tl Hole eA$e IN EACH MD � <` a o 2 Fvfr 6d a 8"OC � '•-- .I i ' Ot*tert/3 a� distance>5/8' 177 Li 04/ dole diameter 0 u-ter third of <2/sd Stun 0` Sirsle Siva hate aim Ter Span only .. Q • c It100 0 Double Stud c SIMPSORCOUPl_MNUT I i ' k I tr(E�t� GNW�/$' @713'SKE:A1 I1 D�. HO.-DO:1 : 1s.. n \ t ..... I R1�1iC:1:S r�t. Hole ec3xc ._�1;-L 00I NEt�i�ks _ Lf'1FB ON) d' nce>s/8" WALL S T R,".rPIN— DE TAIL 4 1/4Joisf o • t depth,Max. r� i 15T�AP/STUa d 3161u�a 1/3joist 2 min' �� ° depth,M ax. >'o `� r S I UD � O T C I N G & 30 F!'N C=.LI M I.TS"_. .. depth.,ma---�► a y y sl�s.ls,:21 depth,Max. lrfooD sc�,i='t!S r1, t s r e ► 't'� 1 A Jo+sT e e t:ILL ALL HIOLS} 12 �. I 5 �. �� of sT ;,�F r `R a� r wf . COr1CPT��n 1011 _ NOTCHING— & BORING LI;` M'S H- U. ISEAR�,V LL HOLDO''VlKS: �AL T�R`til,-t, HOLD-DOWN , 1_s:FL00 SIMPu ty IiDus Ir4SOi.;,�To;4 HOD L® 414 5 _SttC W9 I-i iz2 C1,LL:'CAR;; ;SANG r`,Li.-CORyERs GP 04ECi:0:y =Z` PLee t4 sO�te Sty" :1st�4•DCNv1 c0J L:S9 NUT r I St— EDCsE PIA 1_C'3 P_ 'COC�t1ER I�A.BoLT �T-EA-H'St9fi'.OFr.K`c'_.5 O ttKG COFdSiSCtKG'OF: -- -- :..,5LT316A1�?{Ot"2:c0ii. I If -.._:...-Wl;tit?i71YS,D�Jr,S,dR AN`!COtd�INATIOh�t`!i"^i'-:6uQ=Er`::r'�-i .��OF v l;i�fi' At�ttOFi$QLs o _0 0 if AT,I: _ �_a.F'(rtoT;�ON PLArtS)sH>:ARVIALLs IPTHEy 1 cRa�GS� f.�?�i cRfo:-�.wAu. .T,sc�c s^�c�s SP LSGIr TOP FL 120O.C. �1C/Qi...ONEr.0�1 EACii:StD�:QFnStMGL:E':QR?SUL'T9PL� GARAG�OPE,.`it3G8,_..:. _:`:.. / RILL EtG>+ WALL STUD sRr:iNG Ii i• SPIKE STUDS JACK SJDS ° ► o l I C C4titG. o� x° _ � 1'TC q�1 • 16 r, ' ► . FOUNDATION A�1 rL0 BU1' = S M WN H U I� 0• U 1 V I _....I- �}P -i b D C_ ...- 5•r ._ . • ..-r .. y.._ .. a r- 0 US.. I t' D 2 LST,�i S - >r "HUMt3Er- of-FULL i //�/ t I N 11'IGNT SUDS"REGI.D. aSPrtt.1(CJ� ca':ri�::END,.OF-HEAOET� SEE Di_TnfL.PIJP, �•'• � 2 f '�Rii55l'1E DO't+MS a �• I :I: 3 ^� I L� '-�- & ALL R:. 1L POST;, .i( yy� /� F S �r i J •I. C S S�illll �N � � I N �,� �f`Vi Or�W1 Ipr'1+./"D GI.l.'VW Y►�"'.kIY •' Y..�7 � _. � I.Lx•�[1.1�1 i• I,.�V�11��•��'. �: `• C1 i, Set Sc�14D`Cat sP,sCING rf:L , l� 3 3/I4� NK t1 A p 12 5 GROUT DOI"S?S PARALLELT01=AS7_KFRS:.:ONE HD F,�MHE'R 2'/i"'FRpN TOP E-DS= 4F PECK JOIrl, cq I t IcLOCKINCZ C� ¢tOrOf� fSiS F"e6i i vfCULAR.TQFRSTcNEi�S:,-f1.gEAD-BD'RODi�I,I SAND ONE�$��QStrUL't�Pt7ST$�M LTSTA 21 . ERS- .2FASi IR S: H DiFit .'iLY.TO BARSTi1M(PLY1r/OODOTC NO.itDthlf�INSUL ETo:� (1)PER STUD MIN ER /�TTAC _Ht C r "``�•. --t---g"4 TRI?LESSL':•S MIN. .SD_s!. _� .DE .i �.'U PP.QR'1_. _REQ.I1 �,; . _._._._. e HOLD Vo%*is MI PARS LT ii - t t r-•� 3'K3'xS%r BFAR1116-, fL. 061STS pET:_E,2�1��tCi1LA.IRTO•IFSX Fes: HP'S�10 Q.c.,Homzox-IAL.MOUNT-=>014 JOISTS: F..° 2r1x4 coH-rtHOcvs l - _.�;. a •.F .. 19' .��,. t. WASHF.R� ..ate LATEfdAL BRACEG�(o o.G. .1 � Dt�ILLED 2) 2"X G"U P TQ 7'-o" ! ._ , " ( i LF.i?I"aE6,`ocBE4!!t=AT.POSl'S E�C.:.2/2 MIN.FCiOMTOPEDa7a.'�a-mTeeR OFMEMBERMAXIMUM. -.. (3) 2%6"6REMI' -HAN 7'p i .�._HOLD DO%NN,-s i ,► STUDS / SEE PLANS + RIM-,001:Si�:4,LEDGER::2/2..MIN. FROM-TQ.E..&:13QTTOM:EUGE:.: : :.. .. FULL LEM67H 1 Sf!._.T)wc_S NOTES I JACK STUDS T �2)-I0J linlLS _ 5�+141STSPERFENI�ICULn�TOFAS�'tP4E�S:5/8"Q)THRAD�► RODS l0'O.C.H6�i.StCURE:�IC- Al RiiSS OR 7HREEL�A`fS MIN:'"/NFS&WA5AERS ATEACH"•2X OR I J015;'HEMBM 14�:PfiOVIDE PLI 00D • , ,� rCE.tuc�:,JctST / ;�CKING'1wo'StDcs:ON S.Jo15TS�Ful:�'�JS"IILocKt, ,•P`�r.. .. •'.•. G S ��? TT -- L NP..s:HDW.PS HOLD=DOW14S MOUNTet7:ON J161 S wI_s/s�1WgS,WAsH-E`rIS UNDER ALIAI(rS CS STi'uL.P �, � ' ! //'��\i [1(.� t F j' 9 &.BOLT HEApS.I..J01,5I 'TO NAYE.QLat{tttiG.ONTWO SIDES:' �LE ;A t0JI•t � Sii!'.;. �c , r•�(,?" u --" S SDS SC5EWS' Miti. 11/Z•PENETRATIOM IN O..SOLID.ZX W OP. =.'%U'RED"""'FULL ••', . r TI;uSS Et�..SDS 5:c3E` S_.EOfi:FUl1:P_E1�d�R+ S1C>1�C..T 'SIZED'$1.00f.11!1G&':LEt`tC�it•! . . • ,LSO,USE TA ZERI;S STA1RCAS ANGLES A�T RS, 4 Nt7�: f6T 5 nINGEtRS. ;` r oTc� '7 'f::, o &�d:ASOYETO SE".3161 S TAt14E.ESS.S11*ELf SS 00:SITES I�Vt'TI�E�4: .MfLES 4F SALT I_TP�r i6" =aL� ` I F t�o�:itac+tle:,: fATPJ :4R_ZMAX:: :.: _ ..... ., '• 5c1 Coca E2 �• :� u►-L�ER� RAI:5 C 10''C:::• I • �•. d°tIL SP"�I1iC-, -CO`,ic;�t`4*a p4R 4 I LS?k i _-. GA _IH_1=APB Rf`tiM.(II Dt`�I" ,1 zO ^� "7 2'Sx.-' FrLOCKC- 11.11L:D s"t ,n_. r — a � ��.� 1 ,1'f Jsr,`' __ .. 8UPrlP"..t.i . ENT 1 O I LiNw To EACH B iAc 5t:) RAILS OF v,�d_IOd ivr,i:C I S�J 6r` APPROVED BY: DRAWN 8Y t L/Z oti Zr I x T ;,F. r�" S inL ' I t C l: 1, - ( _%,7 :SATE: REVISED CFI L.I�G TEPACIt-►G q GA3L� %AL.L EvE mileLcci:�r� - 4. , L111 <oa � ;. O -S.LERNt � . R ilf'ECT :.�. t r�L f�iO4�1 .?fit i�i WEST3`URY Na.1. 11 J90 �;, i;• + � GAOL.• Ehi`iSYrt..... ` ? 7 DRAWING NUMBER 2 . _ .. ` - _ � -_._.... ..._..........._�.....__..^e.em..ww�..ar.rww.o+no+Tr..wae.�'���r...wamit.,mw:.ur..o.+�e.• ._-....... ..._..-_....... .......__._......,_. .,._....al..-r�.v.s:•:_r+!Horn-..' ."'' -N,,._.,....., .. .. _ . .. ..... .... t f�l i 7 i ' '. •'^.pC{IIYis.Kvi.tw