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Home My WebLink About1000-43.-5-3 i �� OFFICE LOCATION: OQF $f�(/TyOI MAILING ADDRESS: Town Hall Annex .` Q I P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 • I Telephone: 631 765-1938 100u `1,� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOI�D MEMORANDUM To* Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: September 10, 2020 Re: LWRP Coastal Consistency Review of KATHY KATONA SCTM# 1000-43-5-3 Monika Majewski on behalf of KATHY KATONA requests a:Wetland Permit for proposed one and two story additions to existing dwelling; proposed 14'x38.5' for addition of 539sq.ft. to first floor; proposed 72sq.ft. to second floor for a covered porch; and for a proposed 125sq.ft. extension of rear deck. Located: 330 Inlet Lane, Greenport. SCTM# 1000-43-5-3 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form . submitted to this department, as well as the records available to me, it is my recommendation that the proposed action is CONSISTENT with the LWRP policies and therefore CONSISTENT with the LWRP. Note that the additions are located within a FEMA AE flood zone. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Damon Hagan, Assistant Town Attorney I I I I Town of Southold FIREQ,EIVED LWRP CONSISTENCY ASSESSMENT FORM � SEP ® 8 2020 A. INSTRUCTIONS S0C, �o1d Town Planning Hoard I 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. r 2. Before answering the questions in Section C, the preparer of this form should review the exempt - minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated. as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town) 3: If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION . SCTM#1000 - �I �J - 0 S�- — (0 3. 1 PROJECT NAME^ `6 3 IF" t- G-T L' N K ISS r - The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑I Board of Trustees i 1. Category of Town of Southold agency action(check appropriate-response): (a) Action undertaken directly by Town agency(e.g. capital ❑ construction,planning activity,agency regulation,land transaction) ❑ (b) Financial assistance(e.g. grant, loan,subsidy) I (c) Permit, approval,license,certification: d Nature and extent of action: �al(66)V710 4J n I .f7f F1 -72 S Ore., I��So � tr,4,y Board of Trustees Application GENERAL DATA Land Area(in square feet): r (,l 000 Area Zoning: _ Previous use of property: ",C,},{ (At 1M Intended use of property. VQ S1 d 0 LA Covenants and Restrictions on property? Yes ��N0 If"Yes",please provide a copy, Will this project require a Building Permit as per Town Code? I/Yes No If"Yes",be advised this application will be reviewed by the Building Dept.prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals? Yes �No If"Yes",please provide copy of decision. Will this project require any demolition as per Town Code or as determined by the Building Dept.? No Does the structure(s)on property have a valid Certificate of Occupancy? Yes No Prior permits/approvals for site improvements- Agency it�7t �J Y�'h.try�' Date�� No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency?__�./No Yes If yes,provide explanation: Project Description(use attachments if necessary): rD o ai �-36I g� 0V -72 cow Location of action: 0 Gi r e-p-ti12 a� Iy i Site acreage: 0.503 Present land use: V)O sl� Present zoning classification: P 40 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: A j H K tA%ONa (b) Mailing address: 3'2 -7 V f} N D E L I N D 4 j- V I 6 N LCA , tv 7 07666 (c) Telephone number: Area Code 011 417 - b S6 S-- (d) (d) Application number,if any: i Will the action be irectly undertaken,require funding, or approval by a state or federal agency? Yes F-1NoIf yes,which state or federal agency'?- C. gency'C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III-Policies; Page 2 for evaluation criteria. I I dyesF No ❑ Not Applicable \ r i O N I I Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeologi I al resources of the Town of Southold. See LWRP Section III-Policies Pages 3 through 6 for evaluation criteria I ❑ Yes ❑ No Not Applicable i Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation,criteria I ffyes ❑ No ❑ Not Applicable �+ A I L^��n( Q PS fA-0� k:�Jkk � grrd- (4A(4Q1VdCk04 Attach additional sheets if necessary I NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policie7Not es 8 through 16 for evaluation criteria • I F] Yes 1:1 No Applicable i Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 throu 21 for evaluation criteria F1 Yes 1:1 No Not Applicable I I I i i Attach additional sheets if necessary j Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. ❑ ❑ i Yes No Not Applicable I Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. Yes No i Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑ ❑ Yes No Zot Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use;of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—i Policies; Pages 38 through 46 for evaluation criteria. I ❑ Yeil No u Not Applicable i I I Attach additional sheets if necessary 1 WORIHING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. Se LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes F1 No Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LVVRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No Not Applicable ` Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III —Policies; Pages 62 through 65 foreval ation criteria. ElYes 1:1 Na Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies;yages 65 through 68 for evaluation criteria. ❑ Yes ❑ No &Not Applicable i i PREPARED BY PO N I CW TITLE I /la5tir DATE i CERTIFICATIONS HEREON SIGNIFY THAT THIS PIAT OF PROPERTY IS A TRUE AND CORRECT REPRESENTATION OF A RECENT SURVEY WIDE UNDER MY DIRECTION IN ACCORDANCE WITH THE SWING CODE OF PRACTICE LAND SUVEYORS BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS.SAID CER MTKMIS SHALL RUN ONLY TO THE PERSON WHOM THE SURVEY WAS PREPARED AND ON THEIR BEWF TO THE TIRE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.THIS CERTIFICATION IS ONLY FOR THE LANDS DESCRIBED HEREON,ITS NOT A CERTIFICATION OF TITLE. ZONINO.OR FREEDOM FROM ENCUMBRANCES. CERTIFICATIONS ARE NOT NOT TRANSFERABLE TO ADDITIONAL OR SUBSEQUENT OWNERS I Il�TLET I i N 02055'00" E 75.00' +4.7 +5.1 +52 i .4 +52 -f.5.4 5.4 WALL MON . DANEll FND. 300.00' GRAVEL00 k DRIVEWAY 00 +5.7OO . +4.2 4.2 N5.5+ 5`' Op+ 4.0 +4.3 4.8' +54 'PROP.2nd 5-2 O +4.4 s1 ySTYE. 01H 7.8 7.514• 4.9VER WOOD 8.3 CD b +4.9 PORCH 6' 91 5.7 R 62' 0 rn a 4.FF=11.6 L: O 4. 4.7 O WALL 1 .1 I,, r 4.5 p O.L.N/S Q16.0' 14 •0 +17.8 -DECK PROP.DECD TAX LOT 4.2+ 4.1+ 3SADDTTI 1 TAX LOT 4 a.a ` 2 2 STORY 4a 3.9+ 4.0� FRAME 3.6+ 3.6 I O DWELLING 3a o 3.5+ 3.5 3.6+ 3.4+ 3.6 C 00 TIDAL WETLANDS LINE AS LOCATED BY G.NST 2.7+ z.5+ (� JMO ENVIRONMENTAL 2.5+ CONSULTING 02/21/20. I z.5+ 2.2+' N W _ E'' N O 4 O 1.4+ 1.9+ 1.9+ \� +2.0 0 BLOCK WALL 2.1+ �f [I] d 2 2.1 L6+ S 0324'32" E %%*9 40.37' p4otox 1s + ^O� ry LQS6s �o moa S 0344 1'?' E 10.12 00 N 05042'S9'� W� 5 S rLlrPie lr !4 2.0+ 'LO) -I 0 1.9+ 614 + 00 '00 JUN L 6 2020 TAX8 OT C aa+ s.o+ 3.4+ 2.1+ 1-4 2.6 d 1-400 j ' O' TAX LOT + M 00 to TAX LOT d O 17 I d O 16 Boer I�o ;;I_=s::�__-- -` 2.5 2S+ 2.6+ 2.6+ 2.6+ S6oIs Rry� � d ° T7RWrZ4 04' PARCEL AllXU.AS % TAX LOT 3- 16,901 SQXT.OR 0.39E ACRES TAX LOT 17-4,762 SQXT.OR 0.11+ACRES THE OFFSETS OR DIMENSIONS SHOWN FROM THE IMPROVEMENTS TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE.AND THEREFORE ARE NOT INTENDED TO BE USED AS A GUIDE IN THE ERECTION L OF FENCES. WALLS, POOLS. PATIOS,BUILDINGS„ADDTIONS TO BUILDINOS OR ANY OTHER IMPROVEMERM SUBSURFACE AND ENNORNMENTAL CONDITIONS NOT SHOWN. PROPERTY CORNER MARKERS WERE NOT SET AS A PART OF THIS SURVEY. EASEMENTS AND OR RNLH7S-0F-WAY OF RECORD,IF ANY. NOT SHOWN. PJM LAND SURVEYING PLLC UNAUTHORIZED OR � ADDADDITIONON TO THISS SURSUR ONVEY IS A 132 CLYDE STREET/SUITE 16 VIOLATION OF SECTION 7209 OF WEST SAYVILLE,NY 11796 NEW YORK STATE EDUCATION LAW. TEL:631-563-0400 FAX-631-563-5808 PJMSURVEYINC;Q AOL.COM LOT.--- REVISIONS MAP OF:DESCRIBED PROPERTY REVISED 09/11/19 DECK DIMS 09/18/19 FILED:--- NO:--- COUNTY:SUFFOLK TOPO/WETLAND 02125n0 SITUATE:GREENPORT LorAREAs MOM TOWN OF SOUTHOLD COPIrOFTHISSURVEY MAP NOT CERTIFIED TO: TITLE NO.:EA2420-5 EBSSDSORBEARING LAND SHALL NOT BE CONSIDERED A TRUE AND VALID COPY ECT NO.:2019-359 DRAWN:CM CHECKED BY:PM SCALE: '1'=40' DISTRICT: 1000 SECTION:43 BLOCK:05 LOT(S):03& 17 ME a—M j� z 1�- �22 PAS4 I A 10 a SEE SEC NO CM 3 SEE SEC NO 038 um So '21 "AC" ---z— —TcH————--z—————MEeCCi 0 ♦ TOWNoI, OF soIr,NmD souniom 3 6A(C) ST AGNES CDA 2 N 5f 0 2 ml % 12 x 18 19 24 w 3. 3 X 13 m 21- TGwHoFE M v soul"How -Z m 23 --OA- 25.3 2 31 Io IS 3 31 s 4 Q Is R 0 ru 0x 37 5 19 m I IT 20 TOM OF sourHow 7 21 39 10 -GARDINERS BAY at Q c13 13 NEW Yo 43 9 ♦ 12 45 la 142 2.1A(a) 15 o NOTICE COUNTY OF SUFFOLK @ SOUTHOLD SECTION NO Real Property Tax Service Agency -- GMer 043 E -Z G ----- — E11, l000 PROPERTY MAP ------------------------- F egw 3v;. 1 �.- fjo II ij'pS� c V. _c p q iry P. a � . 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I 1 : t� cminamis Ncilim sow TwT iin na w milam a A III me cm=MMUMMM cr A MW mm'Wing UP=W or==91 PitmImm"M III awansafm Allow me axistrivirim um WPUPL.V"!: �'. - � -,-I CRITERIA IN ACCORDANCE WITH AMERICAN FOREST&PAPER ASSOCIATION(AF&PA)WOOD FRAME CONSTRUCTION MANUAL FOR � - Hum er of . Number of . I— . :: .OUCCKMOr"WUSM&LWVMAYOK.M.CVUWMMMSWAKMMY-M.19 N,eM-U"MIMURMMMWWWMCNDMMWICDCTUMmff. . . . . . ... -.T.��: I . . I . - - �::. �Z.. -1,i. ��; ,::..;`**..::�::f:��.T. . - .. I -,�__ I - ::: AM 11P M=Wk'L Ot WftSM"COIIL .d L. .... : . .L: I. . ONE&TWO FAMILY DWELLING(WFCM)2015 EDITION. .. . . . ` "' ' I ,; . Box Nails NallSpocing Table 3.5A � Top and Bottom P .: .: Colvx"w�,:OWM�7w�Lqm NMK n mm A emom=Or MII ISM IF O*Ifmmm:nm,oamwmM,CUMMOMM,ne]pff�OW"MWW ....... : -1.1.,1- '11� . . . , � � : late to Stud Lateral Connections 1: I. . 1:1 ..I ..... . . . . . .�. I ....'i:i..:..:j;�:::1l:.:,.*'.!.:!.*! :;t *; ::.'.1 .::.:...:4;.:.T!�. .�;:.. :t.:�: .1 :, - .�'.11, . I . 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ARCH1TECT,HAS NOT BEEN RETAINED FOR SUPERVISION OF PROJECT;OR DESIGN OF ELECTRICAL,HEATING,VENTILATION,Am 11-Tal.-tIn-l" j�,4��j,', . �l:..,��'.1',.7��,��,'�,�h��'�-.,� . for Wind Loads . 1�I!:-1:.!: i :,:!j:.!;!:li*: ;::; :� :,::-:*:i: �;!:i.�i,�...�l.:,!:.;*.::4.i�it..i�.�'. 777-77 . !�-...,..�:,.-.kDO�FRAMIPIP..,�'�. :4,1'l.T_,-',1'.ri-4,K1.,�1�-,'�;_i il,� . ... ..... . .:::...:: .. V . I.,. :�...:,:,;..L:': 'I : TJ 1 :--: . , - . t .�� t . :::::_,.:;.i�::!�4�I!; : ... -::.:tz::::.!::. : . i:..th:.:. :� .:;.,::I�j.*::t,: .:;.:... ... .. -- 777 -4 77 __ - - i ' � r � :.. .. 1:..: ::..r.. ., : .!::.: , .: ,. , ..I ... . .t.i -7 I�T 7.74).7�7! ..,�� - - . �l;.:i:.:"::...: , . !....... .. . .I I - . . (Prescriptive Alternative to Table 3.5) . . t :11..:1, .. :�-.Jff.:l , ..:-.,:.;::!.::!.- 11. .. . . .�' , ! ,.:.- .: . : . : . �. , : .. .. 1 .!:� !.:�:lt'T..1....i l:;.!_-% - -.., .. . .;... ... . I . ....; . .- . . . . , I errafter, . .:I :r'....;............... % t.. ,�i;....:. ;.,I.I. ; .zi: :..... t__% Rafter to Top Plate ITe.-nalled) ' - (see Table 3.4A (sesTable,3AA) P I . . . ..�....... . .... . - .. :..: ... A:. .��.. -.-.n:. � . ;. �it I - - - - :: . .. .........Z .. . :. � ..t:; ....... I. .. ..". L. ; ..I . . ., ........ . . I . . I�::!: . . . � . *: 1.- %! :: ! ::: ;:r -..:`:1',.,:;- .. .. . . `i.:11:,.:i,.�: - - I . . . . .. ..... . I � - � ... ..... I. �.:. . . '; ,�T I:! ... ::11I:*".: ; . . . ;t:`I:t:'* l::.;t':.,�:! I:% . . . .: .. :! , :,: . 1.1 �. :::.:..! I . .; .... .... ... .: . . .. t ..I.I �. ,, , ., .::. I: .... . .. . - . �_.i..::L. .: .: . I. I : . I . .. . - 11,. il:.:t _ .. . _ . .....11 I. I .. .. . .. .:::. ;1:: . . ....... . '.. � :��:._: I I. . . I I..! I.....:... .. I . . i . .�.... r.:t i'Cl.1. 'r ::.:!.::�..:�,. . :T;-, 1-1.. 1: .::;:,:: :::r:II�r:,.j:.,�; ..;�,.:... :;' .. - ..;:;`1 . I I I . .. . . . .-.:.".%*;.::;:,i !;i i:.:. ; - ,I. . I.�11 I 'i....:. I . . . :.,. .. - .. ....... :-tl;1::.J:. .l;j,..i::,:!,:4:-i - : !:: .... :.... : : a' le 3.4A) (sea Table 3.4A) perjoist . - . ; 1'. . .-:..::-..1:--,:...:i. .�:il�.:.�.::"!.:,.;:!�:.::..:.:�:..-4.:.!.:.:,:: � f ..... ..... . il..0 :;.! . . � ;, . . . . . . :, t .�!.�l.`1.;i;;7;T; .,.::I. CONDITIONING OR PLUMBING WORK. LICENSED CONTRACTORS TO INSTALL THIS WORK I :: . �: . . .. :� , . tt ... .: . . t I..: ....... i 1. In. - - s... : :: . . p Plate fla"zillad), . tseelrab . . ; ,., ..:,i -t, :..�:.:: :.,:.�.:.*� :�:::.I.*�.".:'': * :1:.*:*:I!..'i i�:.��i,.T�t::::�.::::: :�*::::::..:*�:�..'.,I.i.::: : .:. .... I !_:.;i�!::I l!�'zI.�:!::.:.': :::.: . I . ..... . . . _%l::t,:;i:It�:� 1. ... . . . . : -!!:. ..I : . .. CeIIIngJI . I . .111 ., _ .% :.: ., , " �.:�t:::... :.! ,.:::. ... .. �, .: .1. . !. ; :i.:!::,; .. ... t ..�. . :.::. �j:%�. . . . . . . .... - _......! ,: :1 . 12!:::I I t.. . I. -�. I I I I . . I . � , ;� %. :.:. -I* !11 ..::,i.. :.. .t .. I. , . : ;:`l]�:;i:-;::;:;:.:.!I, �.l.-,..-T:i 1;*:::,1;ii ` .:..t . . . . I Iseelablell.11A) .. Isee Table 3.PA) each lop . ;: i.�:. 1; I � .:::. ...:. .I:!:. :;V".... . . . . - :! :�::::�.i: :i:!�I. t::.:::!;.i . .. - . I. . *� 't. .. � . I � .: � . .: : :!� :, 1 *:,, -�: '0::; i� . - il . . ..:. ::.:.::.:;::; .. , : . � .. ::: .... .: t; :�:::.......,i%1.:-..1:. I. I ... ... ... ..: I It .1. " ._:_ .. I .. - . �I .11 ::!:, I.:.-.. .. -nailed - 4 .:: .:::..r; �:I....:. ... . . . .. ... . .: _..:L 1��:,: .,,:.:. .: - 1 . �il. l:�!:�:� .. .. . . : � . I ; I - ... .. . t .. :;:� *1 : 1� _.: i,..;.1 .:� il..':�.t,::;:;:�:i!:, : .....: . . ;.: ...::.. ::�(:%:�:_::, . 1 , ,_.... ,.'!:r I -- � I ..:::.I ?:.::::.''.. .; :! �i !"!i_,.� ` : :;li I :.. I..:%� . : . 1: .. .. . :: ! '' '.. . .. . . . . . .. .. I . ,.. : ; .t:: .: :. .. . . . coning Joist to Parallel Rafter(Face .:.�t-.�:: . '.7-i-1: !1:*::!:i. 1. �::: ...!:�i ,, . . :10..: :t.�.: ::.;;::!. :.!:ii::.�.. ,�.. !:,. ; ,t; . . .: .: .: . :� t ,:.r ,: , ..; ... �. .,. :it ....:i':i:-:_::%.. ::,....: :..::.:_ - I .:.!:. - �: : . :i., I. i .t.. .. t'. �I- . ...... . .... ... I i . . !:... I . . . �... � , I. : . :.:,.. ., . I .: .I. � : :.. 1% : �7.i:':, I . ��:�.... .- . . . . . � .. .. . .... ., .. . :. �':..1 , .,:..: T . ,; . r .I..: . ,..� �.:.:..::..�� ,:.::: ;! - �, . i I -F DWE S CH . ::t: !:,:;:�:::1.�.:.� -L...r..I ..I. .. � .. . I I . ,:,:::i:::. . I : I...... . . . ... , ... :.. � :; . . . . . ;._ ; . . : I .. ,. . i� .. .... ... I I. ...., :t�::::::*: _ .. I... . .. . , ,. i..i!:.. .i .! � . ...,T:: t 'I .::.::;�J, .. ... I.. . 11.-I......I. . I. 3. CONCRETE WORK SHALL CONFORM TO THE INTERNATIONAL RESIDENTIAL CODE FOR ONE&TWO AMILY LLING APTER 4 . --V. ....... .. �1. , . 17. :.: ! . , . ---IT I. ... .,.- . ; �:,,�. . ... ,. .. I .: I . .. . . ; . - ', N. . . . ,. : : : ::.: .!. ,�; � . .... I :.*... .... � ... . � ... . I �..� . :::..r: : It. , ,!: i: ,I; 1 1 t� - . , :.. . I... V. ....... . ;....'.i ."...M. . 'EM ON UNDISTURBED SOIL,MIN.SOIL BEARING CAPACITY OF 2.000 PSF.. . . ''. . .. . . ... 'T. ti �: . i. . ::2i�1_1 : . : :, . SECTION R402.2&TABLE R402.2. BEAR FOUNDATION SYST ....... ..": I-, :::.!::;.::tV� ,:..:i.: _., .. t:�. �... ,::. , . . . � :;... . ;. L . :: ; .,t. ... :, - � , .. I 1. . . % � .... :: : -: l , pr .- ad I . :i-,;.:i i, , ,:_! .�, ::!�':. . . -:,: -.::�- -11,_!- -1 2:,.:..:: -!*:.. :.�:...:!2,*:1. '.:: . is * -I 14UO , , , - ., ::::::: :,!.- :i�:.: : . 1. .. . .I . .. . , . . . .. I . i. .::. .7 ''i 1:1. . Isee Table 3.9A) te Tabl 3.9A) each lop :. ,::,:! I � .:: ::i,!�:%,:�;.: . I. :i. . , ... � .- I Collins Joist Lap$ove�Faithlons(Face-,I-11-d) Is' '700-yr.Wind Speed - '�� . .. ;:"�:7 l.:!::: :. , . I . (sea Table 3.6) hee Table 3.61 per tie ' �uo lis . 150 i6o 176 190 195 . ... . :. : � :�! I �: � collarTle to Rafter(Face-nalled) . . -:i .*:! :I i: :.�i 21%q=%, 11:,-i . , eachend 3-second gust(mph) _'!, I fall'% I I I I I I p :-1 . AIS41 30 ... . 2-ad - 2-lod . I 1 2 � : i:.; 7i��i..;t�i:!�t]: .1 I.': :: .: . i .:;.'ri :, .I r(To"ofted) : . . :.:: !:.:.;:T:�!r�:.::�:�l...�I: .:::::: .� .....I t. .:it t��!I *...* . . ... i !.;:,:r.:.i-.-.i:!;1;-1-1:.;... � ,! . .: ...�.I. '. , . . . I:t.!. Blocking to Rafte . .. :.:... ,:: Z...i;j;l ..". . . :. . ; : .. . : . .. ::.�'. .. :illl;,i'.:;�.I::;i l::,:4 I:'0!;,ri j, :": ::i:..i.,:__it- ;.:;!:: .;;;..!�; !t.,, I_: I . .:. I . ;. % .... . 1. : : I ... 1. - . _.. i: : .t:� .,.:;. ,z :.t t,. t , :. :.]:: :::.:ii: ::: :::, ,�i: :I .: ': , .. i -.1. :-: .i. ....t . -!jl1j:i'! - 1: :i_�..V.. .� -..t:...... . :... ... ..-1 . 11 . ;: � : . .:.�%!:i i:;�';*!:i,:�;�. �; j:. :, I .. .. .:�.Itl:,:i�: i!i�116;1�:�!!, I 4. ... ..il:; 1. I .. I., I . ., . ... .. - -1 1 1,i...!. V . . �, :: �- 3-16d, each end i : :: ,:: :!:: : . , :!:,: :i.::: ...I . .. .ri.:'1.*.ii* . 1.1�1. . - - - 1 1 .. 1: :..... :y:t....;Z .. . . . I. , ., ::.. .�*�%-: - t !,.r V_;:.:-4 ,:f' , ::I' ,;..: - ,rl:..: ..... : : : . .... . -t..... . . 2-16d, . stdcl .. . .! ...:.:.. .. . I % _.L:1��'j �!��... 1 -, - : : :i� . .:.;: .. . : t;. r... .F.: I : ....I STEP CONCRETE FOOTINGS&FOUNDATION WALLS AS REQUIRED. CONCRETE PROTECTION FOR REINFORCING TO BE AT LEAST 3". 1 Kim Board to Rafter lEnd-millea) . ��i':;*:;.,:., 7 . :-.,*.::**%! , ,:. ; 2,::. ...7::: �: -,:"-� :!�'l: ,l.;�...; ... - ' '.:.. .... .!:. .T... . I I - I . �I ... . Z- �: .:.., 1: :;!:;, :.:.i: " ;,:., : I . -1 . .. .�....":'. .... .... �i - I -.--J- . ! :.:!I I .-.-..r :::,*!. �:. : .. . . . �'.. I .::::i � :1. :�: ":1. ;..... :-.I :, : ! �. ;. . . . ":. ,.:. ...... . . . 1: :: :':... , ;.r. ,":: .... - :.: -, .. _i . .. I .. . .:: .. . . . I .i,:...... . - :... .._, ..:..,:::... . . .. .. 1.:;.......z.. i.. . . : ,, " - - . -I :. ... . . ... , U; I. : ... . . IT .. .. . � ... .� I , I i .... . . - - - ,I -'Ai.,�--`ky.�*-,M Z7, . ::... I ,!.,:::,; . !.! , I IF . . . :: i:i,:::::*.'7:.:,:...:. . . ... . . .. . .... � � . :. :... ,,, ,.. ., -Rlr, . . . ... .% : .. ..:.�::::I'.%i I t. : . ... . .�: . T :,:.::.:.::..,: ,�:� %. . 1; . I . - :. ... ..." .. ,.: . 1: .. � . . I . . .: , . "!":,--"!itl.-I�e�,4�i�-!,�z',I"",.,�.,,�,*! ....0 �. W .'..:::;: :1 1.:.,-- � " ". �, N,02055,00".B--i�:�i;t��z-75.00:.I A , .::. : .l: � .. * �-141! �j".If.'.,Il�iv��-�.��!..Il-'.,-,I�l.t �,.'.,-.jWAUL ffl.AMINGI�t' . - �.1'111711 Spacing Wall Height(ft) Required Number of 16d Common Nails or 40d Box Nails per Stud to Plate Connections', . ":.: :� . 1. . I , __ ... . :.! :!: :,,r :!I. 1., .1.:..:. : .. . I. ..: ...1 _: .. . . ..1. ...-!z, :t..:. : :-::i. '.. - :: .,, .. : .. � ... ... .. . .i ,. :11 i I �:. . Z ..1 :: .:. � : �. � .. . I . I. . * ' _ 2 __`__ . (11m) . . . . , :..:. 11 .. . .. . 11 . .. . . _t i. . ..... ...::. :�� ....q. I . . . I . . .. . . ....- 1. . . .I Top Plate to Top Plate(Face-nallod) a6d .2-ilid' . perfoot I . . . � . , . I . . :: .. . . . I . .1. ..:, .... .-i i . . . I - .,:. : . .1 �.. . .- :_ !;. :�..:t,::t . . __. .;,. . ; : .. ... I .... ......� . ,. . .. :: : : I I . . :;--2 . . i .I-i., I . i.:- ii.i .1. ...I. ... -. ,- .- :. ;:. ..: " . ... ::.!:.. : ::,::I,::.:. . � . 4. FINISHLD GRADE SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING&NOT ONTO NEIGHBORING PROPERTIES.. r . . : . . � . -.i:..... . .. ':!;!t.. .. . i .;... : I.: . .., . .... �.. .. ,:1 i.:i- . .. .. .. . � I I . � ...: __I I ..it, � . .....I. I I:— .. .. I. . .. ..: : %:: :1 � -.t .: : It : . . .. . ,::� t . .. .. . . 5-16d � joints-each side , --�- . . - I - .: ,�. , :�. .. . :.: : . .,.: ..... .: I - �i . t. . i:.t... : ..T -.� I .I . .: .. ..:.I. . : : .:: 1i .. . . !, I -: � I i.. .. . . . .:. I:...7 i...�I i . :....... . �..I ,�.I . I . ': . , . �.I I T .t.b 1% .I :,::! .:I: .`, :::. :�%.,I -N I; ,.� : .. . . . . -16d :.. . I . .. . . ..... .......:.. . .. �....... �:*:��:1 .'. : : .-t..::� 1 . . � .;.:ii.i.. . . . I . � . .. ... . Top Plates at intersections frace-nalle,l) 4 . :. .1 . - ..: :. .:.i .. . : .T:t .... .... .. .. . . . .. T�%:.: ..4: ,. . : .; ,_ ;i;,! :: �.�� i .i ... ... ... '.... *:.:.:;I I . . . I � . . .I . � . .� . . � I i I:.: .. . -:1, . . ;1 I... I .: . , 24"o.c. 9 2 1 2 1 2 1 2 1 � 1 2 1 2 2 2 .:.t . . . . .i .. I ,� .�_. - . � . I.. . . 1.i ;:n.. . I t'.I;:: :. .. . .i �."::: ::: �...:i.:r� .1. .. ..!-. . I I . % . . . 2: . . ... . . !. ___ ....... ... ... .�.i.;,�.�' .:; :_ . i..: .. � . . , I. . . . :�:�!��-i :::��, ,.. ... ... .�.:�.I. ..�1, I.: . . . ... . ...: . ._ .I. . . 2-15d . . . . � .II. I . . . .. ::. I .... : . . . 2- . i .... .. . ......;-FT:Z:I.: :T.1 ::..:.. t %.: ....... .....I 1 . .: . . . :.. . . . . . . . . .i. ; . I. .. : . . ... :. � :: :- ., . : . . .... . .. . .... : .. . t.� .. 1, I . . , .. . .� 11...;::.':.:.:, i. I 1, .. T.I.i ! : : . . . . . 16d .16 , .2 :1: . ..� :. .-j lF....::.: - �. _ I ::: r-: : F:; .:: 1 , _'.* % '. . . . . . . .,.:*. .i.::.".� ___ � . . I .. I—- . ... : .:,. . . 1. � �: . 16"o.r along edII 2 3 1.t.. ...... i :.!, :;'li':.;.j: ;:*:; - Ill 1� - I . ': I . I .. ., ..t- .:,!, 1 5. JOISTS,STUDS,BLOCKING&BRACING SHALL BE HEM-FIR N2 OR BETTER,PV=70 PSI,FB=850 I'SI,9=1,100,000 PSL ALLSAWNBEAMS, Stud to Stud lFace-nalled) . . . . '" .i::..: : tt:r: .'. i'. . .. I��! �:�l i�::!I i:::.�*ii::.!�:.:!,':..., * : ,, , . ...: . . � . - 16d . 2 - 2 2 2 2 2 . . . . t ..� ., ... - - :* t:: .;....,�I �....... ... . ......... I ;It.. .i I ..I. . ..P....: :. : :i�t i.,�:�Y:�;1�:��Ii.. ..t� - - . :;:-:;:::., ...... . - ...... I . . . , , , a. . I 16d . . . 10 2 . ...._J I. __ ____..... . .:..: . . ;j,*;!:_�: :. .�!'j. .;.:,:., d ... ".... .- ... :. . . . t * , i.�. t-li 1 .:: ; :;: .:�::.::i :1...:.i �, t . �11l:.,:T,: �..: ,:It :: �: . I...i.�:.: - -7.: 1. .17, .. :. . :: !:�:�;�-A� 1. ... . I . .. .. .. .. 1 ... ........ -::...1 � Header to Header(Face-n-fled) . I ___ .-.--... . ..... - . .,.: .::. :. .......;.... ......:1. . - R, .�:. . : . __�_ . .� . . : . -4:F "�.. 4J:1.:T::d% . ..i i i i.. . . :!.� .. . . ,: : .. . . . .. -1 i% ..: ..::l..!I�L.::,:I: � ij- I r �.j ' ', �* �: , ... . . � .. . . 4. ._.,:. :7�T 1.l:1::.:k 1.I i 11� .. . ....... . ��: . ...7 11 � 7 ":...- ___ *-1 .. . .1 , ....' '. . . ... : HEADERS,POSTS&GIRDERS,4"NOMINAL,SHALL BE DOUGLAS FIR-LARCH#2,FV-85 PSIJB=825 PSI.E-1,400,060 PSL. PARALLAM 1:: I:.. 1 -ii.:::-, i:.:- t- :,;-I--I I , . -1 .. . or Isee Table 3.5A) (see Table 3.5A) perstud ,:.:;: ;I�J*.. 'i.......: ..i..:: ;.: :�:`.*::.: �.i.�� . .: .I 11 . 1. . . ...-i:...... . . . : : .._.:i!li:�! 1:q1 i!:l:l!i 1 .;:.,I;i�!:�:.�:..i;_i i I::t:: I�! !-.* ::I+P I. . _77. :� .. :. -Z i'......: ri*Yit:.;,�::!:;l;:.I1,.i:::I':.:..i;:14:::2*t,t" :.: ... .: *.;:: . . . Top' Bottom plate'to Stud(End-miled) . .:"ci .Tt:.:1.,"I:.i*,.,..,1-.... ;i 1:-...L;.� 1- :: ��:��;:��!�I�I- . �:� :.!!:I�.:i,-.: : : : :�1�'I::�.�!.�* !!.:::.. ... :. .. . . ......!:'i 1 . . Table A-3.6 Ridge Tension Strap Connection R6quirements.for ,. :; iQ:",7,::: , . : .... ...:�.?;�*:i:;::!-:1 :1.7.W,AU ........ :.�::;:.1;::: . ..-1 : �:::: : .:�.. i ..:I% I - . .. I . I t ... 2-11I - per foot . . . . . Exposvire O' ., 1:11::�:i:ji.;I j;!I:!!I�-,'�*_I!;j,:1!i�::!�.,t:14: � I...., � I ....:41 Ei 1!i:�:!!,.::ili!::i:��;.;Iiit;i:.!.,:.y.......... ii: .',!: % . � . i'.i.`i.i 1:1 DESIGN CRITERIA:FB=2800 PSI,FV-290 PSI,,E-2,000,000. MICROLLAMS&PARALLAMS SHALL BE'TRUS-JOIST MACMILLAN OR EQUAL. .i -i.i ....1. . 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I : ...i .. � X. ..I. ... . 1.:1-;: .�.�,:J::J i!1,:�' 2 . : �� , ; -, :1 t, - , . . I. I . � . . .-I ' 91 h - .:t ii!!;:;:.:;l1::;1�1 . Fit 1.*t*-::.i.:.i ji:i. " �!�" . .,:.!.:-,: . -7-;_.3d t 1 . I ........ ! �-O.",;.",tv� '!.4 1 I 1,� v1.6_v'i..-z"e(y#I - - . . . .. .r !;:!, . ;;, .. HEATHING:Y1;,J'1?9iI:2:�`44A -X.116- _11.1;2- . 7 8 . .�, " -t !:L��.1%. : .. - , .V. ., ; : :: - I!:4.�IoI��W,!i� ,1 * .,1-.: :i :,L!� - ... . _. 1. I . . . -I :i.;:I :!�!:;I::! .:1: i :. , -M 4'4'�J40`4 I �;:,WALLS 36 2 3 3 4 5 6 6 ...... . I. . .... ... . . � :� :: ;i . .. . _ :i�. ; .. . 01MIORN'Mra, A41 . .. . ;.% .: 1 1. ''.1 . ' 'i - 4.11".1,11 o,: '�:' - - "' . * * YAC4I .. . :t :. 1: m.: ... q...- . . . .. I .Jod 12 I I I 1 2 2 2 2 3 3 :: :,w :T V . 0 :.:i ..:_:;::::.:.�: i .,..,.:.... . . I. .. .... .... I.. i .. .; I 0. PROVIDE CRAWLSPACE VENTILATI AS PER CODE R408.1&MIN.CRAWLSPACE ACCESS OF I 8"X24"AS PER CODE R408.4. PROVIDE Wood Structunt Panels .I . 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I Is. ^MdPO _Zll . . .. . ,i:... .... - ....t:,.t I. �.t . .. : . Ift. I 1; - :- `.. ... . K � ;:�ii .: < : . � I . . . I . . . 11 IN.galv � .��.T. f3lp. 11�_,. .... .. � .:,..i -- . : : . ,"*: ..%: . ,� :!,:; ::!::: . . . I �. , � . I � , .: I . . . . . I 1;, . ,: * . . . . . ;. ;...; �1 r. ��.:-1 : , ,)Sq : . .. . I � I :* ... I . . :. ": -, ��. I . I-, . . (11.220"xI-1/2" . ,.: - .. . - .6 .1. 11 I . . I. , . .. .�. . I . . . ......� . . I W. . .: .1 . . .... Ili "... . . : I . . . . . :7.- . - ...; . - . .... :. :. ,. 11 . . . . AS PER CODE R806.1&MIN.ATTIC ACCESS OF 2T'MO"AS PER CODE R807.1. CONSTRUCT A LARGER - -I, - ,�. ;-.t .: Z.. . .. .: ; .. .� .. � .-- I t.�'-Oljvs I i 0=_=44 -, I . .. 'F�`Vfl�`�`19 ,� ,.I, &�,g II t::r:w �L� . .. . .. . .. . , . . '111;1f"'-t';i-, 11'6�N!I��,!_7 , 11 - - -"'i i: 1p, . .*.': �:'*.;�'�. . AZU7 �11. `lI I .rooling non 4i� 14. �.? R �7- r-1- I!F,,,�,,4.T:;A,pg.r'�,� .-.:" ! - , . 3"edge/G'neld .. - `H , 'tV "Mi-, �I.. ;!��." -,�, - ! R . . . , -�� mi,f�,it I . k�!;,,4 0q," ' '. q ,,'f�, .A .13i;11"T MET . , ,,V,�,, , . ,Y�4 . . -- 401 . 't ; - - �-�,��% ,; ! " , - - ;.i" ,,, _, W, jllp� I " " ' , . !; - - _ .�:�z L4A zI 2' " � ,_ � ' -5:'�!',� 1 ,l)", ,.E�VK�i I ., . , X . 't,,_,�111.�%,;- R . , � . . lung x 7/16�he I . 4A _�� ., i. N�jy�-j�11,,Vitj,k, , .6 . I I . .. 5 X, �!Mlz,lli,,., �IzAg, ,f,� ""r '.1 ?�_:�� t'�r�.r�',_'.w!sl�", x , - , .:::: :W. . tl> I t. . .. I - VENTILATION , - ,j 11. PROVIDE ATTIC � , . . . ,4.'��,��4�,� '0 , '' ,,,r U� ,- 1,�,- , , � " . .... . . . . . ... I. . . . ..... '.�i .- .. ....-i it:.. ;.:.; . . . .00<100 . ,.,: . . . I � . . . . . . ... - A= . I .. . . . I I � ! I. .. .%i. - - t..t*, �` :! I . . I . ,. . an . I ,1 2 . , I;" ��r�X7-�j ;, . .. . . 4 BE INSTALLED IN ATTIC TO ALLOW FOR REMOVAL . 3"edge/6"Reld M , " .� .V , 1": ., ,.4-0,,A,�ra.I..� �, V, I , 1, _ .11 ,A i, .,, ; 14-i�� : gaiv.scorns n' , , A t I _j � :.. . . " . .. ... I % . . I . . ,- : :_r ,.�'I.:.,. � . .; �I I - . ... " O is/32- 111a. . . �i!�, �I,II ��;,�i4��.�,f�,�i:,,*,�,,,;.,,�,,�.�,P�,""�',ITWI�, & . .. L,,� "'I'%, ... . . .. .t..* � _... I....i. .'.::t;. , . . I I.: :.. . , . . . ,, , , _k,?�X`,I i-y"'.Z4- `- ..... .. . I I ., . . ... . ... ____ . . � :I , .� .i:...-.. ... ,::.. ..1., OPENING IF ANY APPLIANCES ARE T . . . . � I .t- :,.: - . -, ::!. - ..'.! . � 1. . . : . .. - ! .- I. . .. .P .. .1 . I . . . .. . (D.121rxl-314iong i 3/8"hend) . 4 5 6 6 7 I . .:*, . - . ... I:. :, , 't.. _ !�; '. ,:.:.?.! ... ... 'i':1 .1.,..!.,r:...:.1l . ;: , . . ,::'. , � . .. . I . . ; . . 3i 2 2 2 3 4 I . I. .. . -.I: ,..;.....�.� . .... ;:: : . I . . .. ", * '' . : . I .. .. I. .. i I ...I : I - .. ,;i-t.-: . :�i:,;,::: -- . I . . I . . . ... . . . . .:* .. .. .:%� ;iL.*..1:: %*.-;._. : ` ... �. . . . . . . .. : . . ... .: - ::!- ,I .,.,.!. .:,." ',':' :-�.':: - .:;::.t*� ,.-,i i .:. � I . : � . ... . - � .% .., .... -i . .. ti!* .: - - - .. , .....;: t1::.::i';�::-::::JlL1'-::j':. :.,` .. . . coolers .. '' . . .. . . - "':. :.;:�. _ .... I . . I ri ... I . .1. . . . . . ..... .....t% I I I—- . .11 : ; ;..- . i .i .. . .. t:. . - .. .�:�;�,:!:��.! :�:t�i;!::., :7. , . TS ASPER CODE R308.6. . . . 11 ". !,. :. 1% * I . .t. �:; :..,.-.?l;:;i . .;.i ::.; -10.5: . ... I I:- a.i'..i..1 ., ;,:I:.:�,�.:., t.:. . . :t..�, , �.! *1;4 .A::;-!:I, . 'i - t i . .: -1 IL li�:�!:� 12. TALL SKYLIGH . * . ..,'.. ,:.. . I �:. .. . ;, .� .::.-�:: - ��- : .1 :.�. Em "`�;��:,�1,i:l:�.'i�! �* :: INS* � isypsum Wallboard I Sd . Sd coolers 7"edge/la"neld . . 36 2 1 2 3 3 4 1 5 - 5 , 6 17 a . I . 1 ::..t :: .. .i-: .it. ::..%...--�..!i:!:::7::.TAX*tA')T .: - I .4 �1:i ::. I ....�4 . : . TAXL(3T:!:, ,. . .11 1::.,.:... :: . � ; I ... ..: . `:i : - -- - I . . __�, A. . . I � � . ! - : .: - �:- _:_% : t .I.::i!;Ir i ;!:1.%.:.l.i:�'%!:-,� �:�I i��l:!i.!--��.�:�;!; t :::4... :� . : .4. . -� I . .., .� .- .:v: .L . .f. ...' ', .. .. : :: I.. 2 :. I , . . . , . I � ..:'i, : ... .:_:.:,::.:1... �i:l it.. - " lrl�. 'T .li.l: �, ::-;.:.:�....... ,. , Z� 2 I .. :, ...tr�,-.�A� I .. . i**; - . ........ . : 1.1!;!�, . . : % 7 : .:. .,. p::-;:.*.�'jj:.. . �... .* .. : : -*:.:: 1�*:; : .:: :1 1.1.1 �Z�.., ,:.I.... , .!�. . .: , .. I . . . . . .. . -, -51:777177777 - .. .. .7g0;1?0 .11,Iti � . I .1 -?.i�; :1..:�, . ,:. :1 :*!;i�!:. � � :%i ; -, ::,.- ! � . . : ... . . . i.:;, -i.:_. r . . . .F ,�'I."�t?�,,t4,,�!.��k",I��..... ,MpLoORsHEA1 ."'M - - - it I .. IL : I %. _ I.� 1 ::.tt.1I:: ..!ir.:,;:1 It. * ;i:: [ i . i I.j!:,:�� I :;.i'!�!,�, .:i... 4, . .�. - .. . 1 t ;*: - . .: :-i::,:A V%� A _ - I . ... . I. . . ... . . . 11 ;,:. ..*.I : , . . . . .. ,.:14; I � . * . . . . I � . I ..� - .. I . I...- . : . . I . - .117, .1 --f-- i.... *!. 1� 1 : i. , "i I .:.. . : IF! , "' i:li- ..,..*, 16 1 1 1 1 2 ; 2 2 3 3 .. ,;!L�:..'?':::-�4ll!�: ;!,._:!:2.l:. SMRY:tl��*!�' :: ..I I . , I.."" .. . :. ...:I.1. ...: _1 :. , .. I :� :. : ," . -.., .,..... ;.�::�.,;:..A,:,.l _ . - - - . 'r MRA. 3 �I'-a,". � 11 I rri�7Jq,,1.',. . I : .:.. . ,%i.;!;. .... . . I. � .: , 1;::: .* .;: %.. .1: 13. VENT ALL FANS TO EXTERIOR. . . . I �?- ..P. .1 . 1� . . . .. .. . 1. . 0, , ,53?, ,P 7�?.�5 L,,,,,J . . I . .. 1. .. ::. A - - . F . w.adstructur . � -� I . "�".,..�,l�i�":�t!"Il�"I'�,�7��"lilll;"��;,��7'� Pit �. .� . . :... ,-1 . : , . .:,:�;*. . . .. :� .. 11��16,*? �,.,�t`�il�.�, , , * , , irl. .. % .. , _ : , ., . . �, ; - : - . , ,�f.4;,0:,:�,7,��',,-,.,;�,�,:.- �";!;,ir,11, ... . . 1. . . . .. . 12 , * I : . � � . ,.1. . A;:!:--.`;: .*:;,::1.-: .; . .. ..... .. .. . . I. .1 . . I 1�iz',t,.��'I��Iljp',.?�Vtq.j�lji - . d;. . :__ :!I .! :1: ,,� ,'�:I— .. ,. . ,if%I::!;:!:-:.:,�.-.:,:::.:*:::,c�,.:._.: *, . .. .. _ l; � !,. Z:�, -- : , . . . IV "'i . mtzr7�";_,I .:� .�., :�. !. ::r I I 1. ::.L :1 ., , ,I- 1,- . . '', �INIJ, ....,. ... .... . . . ....I. .. . .. 1; �.. . . :.. .. r... :.1 : �.,,:. : . _; *....:.. : ., .. 1. ...i . . ,i '��.�s,1 .77 ;� . /7 . ... . . ,:., ,.. . ;.'A .. . , . ...,1.._-, .. . :... :... . -1 :.... .- . . , 11, .;,. . . . ..:: ... V: : : :-. .. 14. FIREPLACE SHALL HAVE TIGHT FITTING GLASS DOORS&OUTSIDE COMBUSTION AIR ASPER ECCC OF N.Y.S.. ALL DIMENSIONS FOR due 112"P�!� -i',rJI`i�,P,.'A;.JZe�' , �1`1�� * * * I -1 Panels � . ' :.edge/12"Reld . . � 10111011v ,V . T kk";�z 1� " It. :* * , , t- * �� : .,,�._.,...:_.: i,::�,:I�:!,:,FRAME I 1.7. r . 7% :i. .". � . .. . .ad* .1 . I . 6: . f� I , .: -;: > ,::!: :, od,I ., , : I �r .,.,: I .� * . .I'ar less I ' , I � ��,'191y",. "',i 11 - MM�1�" I ,r - -�_ 00 It .i ,-c..:;l.:.:.=_;:.,... � .'T.--:i ,:: ; -11I t an I" ..... .... I.- - " . . , � il V"H :� L�.. 1,� DMIELLIN - .........0, .!n I I"N 111Y,41- . .. .. , 1�t .. ., :�:::*4 :�.; .�...: I , I I . d I � . .��,�.1'9 : � I ..... I . .. . :, :Z , ... .: ;_.;Y:.i. ;_:'.�i : . :' ,4, ::� 1. �..�%:::.;::,*"'...':':�1, . io.l��70 !�.. : '? ., :7 :�..' .:- . , . . .. t, I " I , ., .. Z. - � .. :.;::!: ;.. .... .; ,:;t�:'.,�:i!,:.:;��:::,-:!�.*�,!!".".Ii;,'�l�i;I: � I.:�;, .t:. .. I - .CII r-h��t �1 . !�*_'.�, -.:�:*!�;��!��!�;�.� : - .w. ::��x mes4 t*--n-nl nailed 6-Finches on-center at the Perot edge.Alternative nallingichadulas snoll � 7:12-12:12 ,0'2_15Z r2i.4,N0,�42,��-_,mi�; ,�;t`*'14*�. ', -,' .'i2!!!! �� rl,�IC�4 . :1 �:1:, :7 7" -. .. � ; :.,; ... , , - _ ., . . .. 2 2 3 3 4 4 , i� .wg:�P.,s e ... I : , �. . . .:::,- i Melling . -center at the panel edge to . � , -,�:. ..r.it : I r� 11. ,�... ..... ? , * I i, .. ` , * ` 7* i , � :*�1. : .. ..':'� -::.:t: '.* , HALL BE COORDINATED WITH THE CONTRACTOR- INSTALL ZERO- : . lod ' I 16d -1 i , , i "I P111 � � � : . " , . : " ,l I i - I 32 2 2 .: � - �. , ", !��.*._�....... ..i-i::F! -1 : .ir�:, ..:� :.l:;;!!,: -*:!� � i:- . .,..:. " i: 1-.::::::, . 3 inches on . . I I I . ,. . ';�. . . 1.1- I. �: r!�il�: . :. : 1: _ .:. ,.:�.` FIREPLACE,FOUNDATION&CHIMNEY ARE APPRO)aMATE&S won sheathing nallIng Is reduced.For example,if vrall sheathing is nailed .i'' � .1. . .. : !. i , . V.. I .:. C . * ; �: .". i. - i I I .!!1;, : ... . .I . . � . ..... . I r � . . "=III i�! � 1!. �Z��:i::il.::.:�! ,.., ..'�1:. -; ., �...... .. :. .' ' 9 , ti'. - �. : ..::I.,J i:�i��:..,lt'. '�! ::�::!:,...::I..:..::4..1.- :. .; ,:!:` . .. ... . . . �t. Ov I:— I ... . , . ..ii . . � 1. :�: ; , .i. -.1 .; .: :: : 1: 't . 1. . , .:-..i:: :. .:,. . . t.T.:i ;� . ..... . I .... :f . . .. :k;* :` 1 .�, T ''.. . . . . .. : -i.;.I � . ... t. ...:. . . . I I _.......____ . :..... ... :.I.: . 4 -1 . i. . .. i�. .:1.::i,. , :. ... :.-V�. .-I It.: . .; .:.. :, ::,: . . -1 - :" CLEARANCE FIREPLACES MEETING ALL MANUFACTURERS SPECIFICATIONS. FACTORY BUILT FIREPLACES SHALL TESTED R4 . , :.::1�.1*-.i::..1:: .. . I . . . � . �...i ...'. .; :.:. I . . I. ....I. .. .. .... . .. . . , , ... �. . . . :. . . .. .. I - , l�� . . . . � : 7 ,: :! 7;.:: � .. I : : . .. .... . I.. . . . " . be used 1;�Izne , - I . . 36 2 2 2 3 3 L7=��4 . 5 7 1 , .- q: __ I . " '. - .t t..::�:�!:-��!�!��.��!�� , i rid �:1 �`*,: . I ,�.:.`�-.*.-,-��.. a I : . � . 1W. .!tr,:,�:�- .:,� . met members shall be doubled,a alternate connectors show be ___ I:` . il,---� : ;Iii�i . :: , " :, �. . obtain higher shear capacities,nailing requirements for struct . I= !?. ., ,. :, :.. i . : . ...... ... ... ..1 .:.,- :;ii ... . I ,�� . . . ... .T;�! ; .:` . 41I : _ I . ! . . � . � ; : .. .. ... . . . Ill= .!:�:::,�1� " .;:., . I .... .: : I.,�Lt ; .. , ,II1Z4I= , i�...�i;i:l 7:�t . ,. . . - :. , ''. . I 1w;:.l'.�: . . used to maintain the load path. ; . ; .P : .:--1 I t..t. . I 1 .. . . . . . . ... : . . . ....... ... ;!%_1 . I .. ,_ 'T.. .. . :;:::t�._', '. . , . ,. �. .:.. . . . . . . . . :: ::!!:;�1,.,,i..!.,;;:�. ,::!;i: ...:i...;'. :%::'.:: ..: ACCORDANCE WITH UL127&SECTIONS R1004,R1005&RIII . . a be riduced to .-,A .. A,S��oie � � .4 - . . . 1. . . . . . ;.:, .. ... .. t� .. -11 I . . .: .., . . � .1 . . I ,. : , � . .:::.. ..... :::. . . nails shall be permitted t :" f '00I . . . ''. . � . , .. ! :, . -, * .!,.:. I!, .... i N I. . :_.... . ... . I the tabulated number of . Table 9.9A ,Rafter/Celling Joist Heel Joint Connection Requirements . I :.i,� I . A Z:II 1: - .. . when wall sheathing is continuous over connected members, . . "I I - . ! .. . 1 .. ,:..z ;. _ ; . b : .. . I . ;... . :I :*%.. rd .: ;. .t .:,:. , l :..; .::i '.. ;. i.:. i I'll ., I 11 .. :Z!:: .11:1. it..il.�: .. �!�.! . . . . ... . . .I . I . . I . , I ,.. " .,- . .. :.� : .... ,.. . :!:!: :;-.:-::..;- :.'.: ., I I . . . ": - - . ... :�!!!!�:�!::: I;,: -.:,.. .I : , :.:. � ,..i.%i :. . I . I . . . . . . . I ; I . ....,�...i� .!�.:.:!!�;.:: ... .!.:.ii.::::!.;.;i-.,..�:;:..��;!.,.�i.'..*,*!:!�:14i�, .�� ...I - . . . . .. �.:,,;:..!.,:.:.::: ; ..4 .. : 7..!.t�:!;:i .I.I.. . ..... .... . ... . I . . . . . I...:i. t. : ��.. .. . tA.- ., I ,, .1.* -!!.* ;1 . ... * 2 1. . i,1;�.jy::-:.-.;:.i�.:.l:;:, j,;!.,--.ilj��:.�!,��! ::.::i.!!;:: :.: . . - : =_===� . . *:;.:� . - ' ' - t ''" ' ' ' . O .. .. 1. ;..... .- ..t . . . :�.;:- - ,;i. - ;::::::.1 ,. " . ,a .... I . . .: : :I:,:.:�!* , ii�!,.:l:�:*r .i: . . . ."1. -, . . I . I - :'. :1- 1 . . , !1;:,: ::: :;,.* ::�1. . * .- . . . . I It�- .: :: :ill,`.!I.:!. . .. . ,:..t_: . .. . 1; '. :* :,`1 I:. i:.:.: , t . .::: .1 .� � . . ", . .� : I :�. 1 .: :,. . t .: ,::�,1:.:: I., . . . ., . . . i . I :�. .;:.- �..:.-;;`.: :!-t.....I N.. . . i. !,..., .. � I .!.. . . 41 t. . *. i*� : ... -.1A "".t.: . . I :i I .. I .1 ...It. .. . ..: .: . :1 7 .11 I. . " :;. : . iF:!.11,�:],::�:: !:..,i-: %�:, t... . . . . . I . . %:!,::!,.*:,. ,. . . . I -I: � :1 I! ;1 :!: I . . - . �. . ! -1A'' ' ' ' 'I I— - ....... . . . :!:! 1 . . . t !::i.lr%!:.�i*.!::l:-,�;:;..!.i:!,::�t:i;,1::�:i!�;--.:!.:".j:.1.: 15. WINDOWS TO BE MANUFACTURED BY'ANDERSEN'-400 SERIES,TYPE,&SIZE AS NOTED ON PLANS. , . .....��-Igd nall per root. , . (Prescriptive Alternative to Table 3.6) . I ..i ** * �4 '' :"r1=,W, _,I 474 0 It: ::: :: n Connections(Anchor . Expoisdiab . . . � .. ... . ;%, . . : �.,%:% ��.*.:.- �i i:h 'i:.�:, , '. ;!1011I . ..:.:": , . .. �. �: I � . - : :�i.!.;!::)I! �'!. ' . . - � ::: : :,;, 1,.��i:.��.t::,:� .: ,. 1,:,:-%:...' . : .1. . . . I . . I : I .. . . ..�!:. : :-I:::.:.. 1!C:.... :7 i . : r .: - : !�; . .. . . . . . , , Table 8.29 Bottom Plate to Foundatlo . I . . 1: :: �.1:!i;::.:.::::�;l:!ii -. .' ': .. . -,;::-1, *::�:I.��: , ., ; , . - . .-A : :.,': :�.�.t ; -..i::;--, .:,1, . ",:. . . . . : . . . . � . . . P......1:i.11 I .. ; .1. ,:, !�.:.. : :-,:I,I.... i i i : .it : , . I.. . . . .;.: -�-; I-'Fi::::*.!.l:t -;.!� . . � ::::.: -I � . . I -i ii, . ... :. i.- . . . . . )Resisting Lateral anuill Shear Loads from Wind . Roof Live Load . Ground5nowl-oned . . Z.:;:Z:..t . ;o!.t. :.:., . ! .. . . .: .:.:`::._.::�'. ,::.i. ;,;Z!I.." . !,..!"�::, - I. .. .!�. . . . .::�!;�4��: !.�:*�. ::.,: i j .: --.i::i,--!�:1 . .. . :: . ::I_ ' . . ,; ... , ,r!:,,;,,.,.- :". %: .. I � :: I .....- ,:. . .....,i. . � I , Bolts . . . 1: ... .. . ,, I; . I :: _ . I� : . . . �-:,�;!, I: :�.1. ,.. � i -1:1.... .::;r- ;.!-�:i,!:,.::;:t:;:!:! .. . . . B and C 'I . . _______ !:;;:!;�, -i�i:i�:��l��!l�:�i:�:��.-!::��:�', I— . P....I'� ; :.I . :.l..i::... .. I �::. - .I ,:�:�!:::.. .. ;._..,..1 . .:,: 1 : � -1 I . . :: �!,. . .:. ... - .. . : .... : , :,*, i. .., . . :;;i�2:.7Ii ;:::*.::�1'.:: ��:�..:T%::.: ;�,: .id,,::�:.,:::� r::,*; . * . .:: Z ! !:1% .,: . . . . I. . I.t ...... . . . . _... ....1 . !'.�l".!Ii.:L:l�,:'�!;,.'::..;.:.,.. .".:.. !: ;1 . I . .: ::Jaox...r . ... . . I. . . : ! !:t "'.� ...- -0"O.C.. . t :'it .. . - .. ...: . . . ..: :r!._ :1 r:: i. ..!* .....:, . . .. . - - : .. ::.% : . ! � I :.. . . � - - I .. . . , I..... 20 psf I I ,. 30 Pit I 50 psf , I . 70 pit , r . I It :: -1 ,I, ,...� - - ..�:: - . ..... ....:...1: : : ... . r I_, I..::...:.1!:..t 16. INSTALL BRIDGING BETWEEN JOISTS,MAX.71 . I . I . . .. ;. . I .. ": . I .. . I .. �i . . . . ... . . . I Z; . . I:t... .!:-�,. :i':%!.:�.!; .".; ,.:I. , .,:� , : ;.:- :.;:.: !t.: i.�....::. --�:;.,�.!:i::t..:.. .., . i , ,I . . .... .�, . ! W .1� .. .. .. , :: . it..... ...I . . . ..... . :��Z.::!;: .i.,�.t :. 1.Z . . : . . . .it . . .::Z.1.1:.!..I i* . . I. . . . (Prescriptive Alternative toTable 3.2)... 1 .. I . _41 � .. . . I I . .� , ::`.: - . . i� .. ::� . ,. .. ,: . 4 . .. , ... :1:'I. I . . 1 .. . . : I. .. ._. ., *.:: ., I ::.:!�:i -; . . . I . :, ,., - .. :.... ,.:.,.:::;.:: . . .I :.:,,*::.:I.,. . * , " r .!I . . ....�... I ........ .. :.. 4�. �::i: :;: :! it.:.,.. - .. ; I.. .: .. .. t . . . .. I. , .I ..: .. . . . . .,� I.!, .1 -t...�.r I .: :I. . .i � .. . ., r i.L'i i : T - . ..�, . ,.:., ; '.. . : :. t I.: . I. I I I - ,. I . , - i. . I.I.7 .. ... � : 1-. ; . I I`I ;.- ..;. i .,.. . .I!;l.:.4:1!*:i 1':::*:. .. ... - .v . 1:... . . - : . Roof Span(I I .. .. - .!...:: ..: -. 2::..:... T:: .:7, � .. .. . , .. .. . . . ...i 4. .- -, � I . . . . .. . li., - i-,I.....1. : _ . . �. . . . .�: .I : . . - . . . . [ �:: .. . ... t:-I i... 1 :': ;.:..�:..'. : * � � ..::; *. j 7,� . ...i t . . .. ... . �. I . . :. I . . -:.. 1:;.:,%. : i. .. .-it. � : .... ::.::l..-: l. ;:, , . . I , .t:; . . I . :1 :::.�: .�:. .� I -Z : ... . . " , . . , - . . , , , ..�:: ; � . I . , 1 24 1 3 p..! . .. . . I , ':::*!::: �1. , .... . .: . : . 'I �t.S. . : !*,; . � .. . .::.t:t.17......*�-:.:: ..: ::_i",:: :: `:: . RE P , .. I - . .. .:. i ;,.i:� . .: .:..lt:�i ..t . : I . . . . I . :.. .� �i�0::.. . I - .. I . . . . 2 . . ;. i . .:.�I,�... ... I .:.:. � ..:t;..:".�. .. : .:'' I �i: :, , !:, , * . . I .. . r.. :. � 17. WALL SURROUNDING ALL TUBS&SHOWERS SHALL BE COVE ,D WITH V2"WATE,-RESISTANT GYPSUM WALLBOARD. . :;. . : i i- !1!l:::i;u)-,%i:.:! �, . :� ��:!! I I . . � %, . - .. , :. .. ., . : . .... . . . .. . .. �... :." .. ,::, : . ,�.:.. I , I. : ... . :. qt :�I;� I .... ,�:*.; ..*.,: ".... .*..,::.�.F: � . . I .i . :: . .... .. I 1. . . .� I. . .�:, : . . . I. �. .. . . .... . I. . I ..: : : _ , I I -i I .1 I . 11 'i -%. . 1�4.' :..: : ��*,�:�!�i;:;:�:,��:i�!� .: .. . , I .. .I . . . ., . .. . . . . . I I ? 1 *ft,;),0 ,1. . ... . �, . . 1. . - _:..: . . . . , I I i. ...''.. .: ... . ..:I; t ... : . . .. 41� � . . . I - . 6 1 12 1 24 1 36 1 12 1 24 1 36 1 12 1 24 1 36 �..I I ..... .. . i . .. . . . .. . : I ...� 1, �.. 1, , . :. .. . ... . 1. For Exposures 5&C and all Wind Speeds . � . ... I. .. ;..*. -I� , 1:.:...: : :.i. .:.. : . : I: %., .... . . . � . . . I � . I er . . . .. . :,. I. . .. .. '... . . . . I . .. . : , . .. I . .. . . ... I.' .:::.:�. 1 `.: . . Rift ' 2 3 . ....; . I. I t. 1-1.: I- . . i . . I . .. ... . :: .. I . � . � . ..:, .. Flatter Slope* .. , .... . :� . .. . .: ,. -�::. _. : :Z r .. . -_� ... .. .,� - :_ .�.. . I . I - I J; Required Number of Idd Common' or 4ad-Box Nails per Heel Joint Conn . :... . ; :�: I"v. ... ..: . :' I .. . : '... '. ,i:::,� i:::: , , I!. *_.: . ection""I ' . ::. . � . : ..:. 1 :� :�:!-:!:�!�:ij�:,:.��;i! : :. !- .... I., ,.: . .� . ...jaximurn Anchor Dolt . . I .. . ... . ... .., . .:.�.:.. ,..:.:,:!�;!:':.:, .i;:;:,�i4h,Z4 -:�.!�-�, . ,..I.i .t . !� . I .. . .I .. �: . I.14 ...:.. , . .. . ,.: . I I ,I .T i. . . . I .t.�.; .... . I ..I... ...... :. . ; t .� . . . I. . : . � .: !. ..,... . � .. :. ... . . . . 1:1�:�,.!�:� . .... .I . I . .. T ... .� . I .I ... I . ri . . .. ... TO HUMAN IMPACT SMALL BE SAFETY GLAZING. TIRS INCLUDES Bur IS NOT LIMITED TO GLAZING IN . spa�lllg(in.) . . � :..1. ..:.: :11, ;� .�.. . .. .:. .. ...... _ .:. . ; o:.% ;. T 1" .. ,. ... �:.:; :; .*.. 18, ALL GLAZING SUBJECT . .. .. . .. I. I*A . I ... , .. . :.. I .: : , . .. ... . ,_!. -:. .t . ......i ..;.:� . . �. I. , , . - ... .. � - 1 . .:.i. .: .::�: ..r ::.! .. : - ;I : :.:. _ 1, ...� .� I � .. .. 1.� . .... � . ,'.:t.... .. I .. ,. .. . ... ..I .,.,.;. - i, . Anchor solt Diameter fin.) .)1,2,9,1.. . __ . 1:. .:: .f .. ....". ... . : ..� ::::.`�.::t. ..I.:,. . . - . I . :, _:., I .. i .: . I. I � . _._ ,.. . ... � - - . . . . I ... . 1 . Spacing(in . .I - . .: . ... "�::_:� _, . : .. I. . ... " - ... I ... . :..:. ,r::.:� ".:: .. .. . - .... . . .::::1.:...i: i , ., .... .: t I .., : . . i. . :t:.: .::; .�:;�%;,:ii;:��.::_;I 2;, , :.: . I . .I � .11: ;'! i. , ". :; .L. ` . . .... . - ., -!�:,t,��tl::::,! . I .t.. .:... . ... ...: . . . 12 9 5 9 13 6 12 ::.. . ... . - ,:... . : � .1. � - .; � �,��:�'��,��!�:i;�l!��:il��,, ..l. :1 t. . .. . : , : . . � 3 5 a 3 6 17 I , . . 1 : . . : :r . .�..... ..t. I . . . � .. ... . .. . . `,r..::,,:::: .;. . .''7i 1:,:.�..:L:.:.�.,:::.:;,:..2- -.Z.;t: .�:.:%.. . b4:r:9 0 1 -1 �� . :T .: t. I 7 � .:.i: .. . .. : :- - A t.,: : ::t 1:�:.�:1..1 7 .I ,r .. . . " . :.,.; . . . . . . . - I . :. : I � . I . . t I:. :.i l.. - : . .:.::,, I 10� Ir .r 1�I..1.. . I . I . .!....I . . I . 1/21! - . .31 ".., I Id 4 .7 10 4 8 12 6 12 17 ,8 is 23 .. ,:.!.: �:!.: ...; .: .�-:., .:: . ; ,..:�: - :-i : I. . .. I. t !:. _wc_ - - : -- i.,:',::l, t t"I ; ::.;:�!,*i . '.. .: 0 � . . . :1 ..::!: . . . . ... . .11 .. . .. .1-�-�r.III_ .,, , 7. . , . r I I .. . ... . :1� I i;:.: !:-t ::.. :.:. :..!;%:. . . . - - I :. �. . ..... t - i::�,..:.� - . SN" �48 I � _ ... � � i , " . . . * * . .�t . :,.:: -1 . ___ . :; :,. :� 1;:,:,; t . . 1 :��:�� I :;:::!.;-.%-i:.7.11 :.. -. ..:1.I : . .,.:: �I I , .- ;. :.. I: . . . : I. � . .:.7.11 . 3;12..- :.. . - � � .. . __ _. ___- ___.. :, . ;:.!:, 1. - ��.I.:;-::r,!:.�: l:!.!:!::!;:t -I!-�-:: .. .i:,_ ... . , � . . ..I . I ... 11 I . . _... .:.7.11 .. I %. . . : __ . . . ... !. .:.%:, :1: ! 1 ':, . . I �: 'L�- 11!1�, � . : "F, . .r - . - ... __=_1;Z__ - . . .. . :.. . - . I . . . ... I : , � '. -I;�;!;.i;i:�I . 0- I ...I. .... , ,. . ...,I 1. , :. I.. �::�..,:�,it l:..?t.:.:!:: ;..i .:. �.:,!_:,::::!. -, ... IZDANCE WITH ALL - . . . .. I is,t :-, .,I i:.-�: -,1.". . : , ,i. i, ... .: �,.:;% :.*:t�:!!:., ;. .!:,� .:: . . 7 4 7 10 5 . . � . .. ...:.,,it.*::,.:�.: i'.14.:�:I:.: -!!�-�.:!';�:"; .� ..:.,s 0 , I. ....; . .. 71:. ::: . ... ,...�. . .. . . .11 I _; . 9 13 '. ... , .1I :: ji .:: :'':I.. :; . -.:i. I.— " IQ� .� % 1:1, , : :. ': .:. � : .. 1 19. INSTALL SINGLE STATION SMOKE DETECTING ALARM SYSTEM&CARBON MONOXIDE DETECTORS IN ACCO . . ; 12 3 4 6 3 , 5 . : :1; :1,. . . . I � ..; - 3*714 : :� :, : ,.::.. . . i . '. ......: ; :::-I!v , ; . ;1� . . _:. ; .. . :_ . :.::,:. ,-::i I . r ., :i�:, ... _.,: .�:i - .: ..:... � �.I . . : ; * �. . ..... ! ... - .- I. . I.-�. , 2 , . . . I. .'I.i.... � I. ... . .. :: -; -* AL CODES. SEE SECTION R314&R315. SMOKE DETECTORS SHALL BE INSTALLED OUTSIDE EACH SLEEPING AREA,IN , , * .� 2--:::-: . . ' - . I . - 1. ....:Ii . .... I . . I . I i. I I-. -.'':.:'! : .. :. ..I... . . � � ..... . ...:It :.t, ,�!"�,�:;;�I:::i!:: . �; ..:, . .,. . . . I : :.:. .. � : V � .!.*;1�;I:�:-;!;;;�l! .I . l. . !,.��.!�:;��,!�!:��*',.�:i��;, -..:. . I . . pilonsinlrablel.2. I. .� . .r , . . : ,.::I. � ..,'' .. i I. . . . ... ly . I....:i..40 37': .'-::.:: !' .. ..- I, .. .. , .;.::::,!.Tl..:::,.....I::: �1!%.: :! ,� . �. ::.... .:. .:.!.: . '.::.: ,.:! : . 'i � -.:!,.::�!:.i:;:�i:�!!:!��i!�::�!:��.��".I i - 4. ::! . . I- I 4. ., . . . . . . ,STATE&LOC I ' Prescriptive 11' . 16 3 5 8 3 6 9 5 9 13 6 12 . 17 . .:. r I . ��.: .� !!;:;:1�,.,;1.: til . !:, , ;:,: .. .". :.. ... .... . � . . I . .. . .. ...... . . : . . �!_ .: . 1i :, . ,�. . . -.:I. 1! - l: . . 1. 7:!...: ,:. . I .... .. .. .... i. �.. . . . � : 1 :.:I:-., - : TERY BACK-UP. mits are based on assum . j.. .:. ... _ .. ! ;.... . . . i __ .. .; ; :.".�:: :il :.Z-� I .... .I. .:. .:;*.: .:,;� . .... :. .1 , ,:�_.-- - `� %� I . . .. ... ..--I .1 . .. I i.- . - 11 1,t,.,::::,:.�.:.11 -) I ::,.i:.�. ,f�,�i�:.�;-4_1`,.I. 1j'-:l,...'!.*:l,+,; ,t I 1: . ..:: ":1;' . . of #f EACH BEDROOM&AT EACH FLOOR LEVEL INCLUDING BASEMENT.,-HARDWIRE ENTIRE SYSTEM WITH BAT . .. . .... . . .I .. : I : . ..".. . .I . : .� :� I . .. .: ... : . .. . I . , I . - !"....i :. ... :.-..... . .. .- . ": - . . __ ' I . .. . .r. . : "': l::::!:.::l::�!i��.�:::.!: !:;,.::l.;:::�I::�.!:r:i!,-t-;I:,::I.j:-��t:;:��..��;:.I�:iiu� .1iF.:..r 1, .!:. i ... . : . .:::::.:. : .: !:,1: ..... _Z__ CI �,--^/� -__-__1S*<_1_ the maximdm anchor bolt spacing shall not exceed 4:12 - --- -- . _____ - .. ........ ... :: : : .. . % . ..!. :-:-.-1 � . : � e . i "char bolts ire used to resist uplift,lateral,end shear loads, .I � -_�_�L.� _=.. . �.t:. :,:.I:..::, T. ::...: .. ::.. . .. - - - ; 6 11*.1,�ljIjt;! , 1..:.....it :. .:,�:�.-. . : : ..". ----.--.---: --- When a' .14 . 3 3 5 3 4 6 3 6 8 4 7 11 . , . ::. i�.:I:.i.:.:':;*:*.: :��-:!.!.fl* , : i I, ..'a __,oI :._._./.__1_,5 . . I. i i: !;.. .. .,.:..., :.� ....I:..;!I..':,:.::".,!.:*.:�!... 7:1%;:..j!1�!!!,:1!;�!;-;::..1 i::,t!-*iY I.:.: . ..7 'I ';r ' :! ;.: _� --ec=:;1 . . ; . :.:-r,�!'.i;�; . 1. I. .-;:,'ri:�:,:.:j:.: : ------ .___..._____ I ... ` . ::;_ . ,I. --777-_:��:�,F---_:-_*�7 . --2;7 __ - ,i.��i!!! 41:jI f II- : . ?g: _=_ _i__ - - . 12, , :.::: :1 : :,I.:.. :;..:,:. ... -.: . , - . ::� A===;"` I - .!..l:i :.i,:. . ......" .. ...... ::..t : ."* 1, :%;6E u,*.:,i �;,;..�.; ;.� . . I.: . . i tabulated values for uplift loads(Table 3.2C)or lateral and shear loads(Tablib 3.2B). Foratheranchor . : .'..,f.�1. I.P;.:,:,:l .I-. ;:l::::I�:::! :;;,::1.:. -�..�!:. . .- ,*!!.:: '' � I .. . ;I,_._=7:---.-------- 20. RAILING HEIGffr AT DECK&BALCONY TO BE MIN.36'. ALLBALUSTERSPACING'AMAXOF4'.' . the lesser of th . 7 11 5 9 i4 : ..!i., : :* . !::.%: ... . . . .1i � ,: . . . I . .:Ii,lll:::I:l�::......*,:!:*:;::::, " . , . 1. . .. . -, 4 - R31M . - . . I � Id 3 4 6 3 5 7 . . . i.- .:�. :.I :;. .;Z:::. ..� . i...., 1:1 ��CI�-1I, , , '' - _; - : . .... . . 4 . I . .. I. ....- I ..., _';.;�t. .:, .. . V , ...,...._.; . :::,; ,:i . I �1..i.i;...:.... � . s'. !:l, - ;.;,:. �:%.. . .: L.% : - -e -a L_I_..._._ _1_�___. - - ---� . .- . . f , !, :!..;;,!. "I �.�:- - J � !-�;:� --:,-1,:r,::: ...;t1.. - .1"'. �:-�j;l1!!:4-!,�;1::�,!]Ti:�.,:.2:1;: :.; . P,WW" . .. .. , I:, -_. . If - .., e-C_<_ . - :;;::,.:.F-.. .. I _. I . 57is -r 4 .. .. . bolt limitations see Section 3.2.1.7 and 3.2.2.3. . . I - . � . .5:12 . �.__ - .- I . . .: '_1..,'!.l.::.-..l::.!,.*:.. ;.- ,.1.,::::� , :: :...... ... ............ . ...; jo, I ... .I . .. ... .11 .. .. .i..:.. �� .� - - ��__-.-, -__----,/ _III4-o!!t,!7_:_-___.-.-C.,"ra-IIIII w--sIosI _.es=F__,,- I . . ; . � :-::i:,:-1.:. ..,:..:... :.::�i -q 11......� ..: - .. .. . ...., �._T-Z�, - 4 ' 1...i.�.;. "..t, .::- ..., .. 1 7:10VI :::::: � . !: : :;I;:: .,.:. . '. 1. .' '. . ..:, . - a.:;, .;r_ - . . . 3 � ........... ... I .: ::.: : .. : .1 .., ! - , I t* 1. . ........ , ... .: :, I , - 2�_____, e - . 1 ',I o - ,I -___� - . . I. -". .!::i* - � .::..;; .:..I � :.. A=xcz?-`)2=1I_!1 X - - -4C."I I/ . _,�� ___�� .,� - lc�� . . . ,� - 3 4 6 ! ;::. ::: I*: .:..., t , . . .: :1 - X.%�,,S� _.T 41 /1.1:�`, 21. DOUBLE ALL JOISTS BE,LOW PARALLEL PARTITIONS. . . � 3 4 3 3 5 .. _: .I I 1.i -... ..: ... 1 . ::.;,.! ;: ;..!..!.::�I.i�:i i il".!. , - ____ _^_.1--Z 1, . . 11 . 3 ;: 11 ....: t..;.-., :: ;t.. �, ,::.� . YI-41`.:�g`!!�� ....',�i::: . � ,, . . ,. . ,.. .-:. ,. . ... 4 1. . , - I . ; ; . : ..:. -A-�-- --.0 Z e . . I .7 ;;. .]�:!�:��;:::f��;:;,�:�i:�;l��:::;.�:�!i.:i'' .. ... . .. . r�:�1;1,!.l.;i,:,;1:.:!1.. ...V . , I..., :.�: ,. .. : . .: . � �-�_ .�----.-I- . . . , . .. 1 . . . . ----------,I� Table 3.2C Sill or Bottom Plate to Foundation Connect Ons ExPosur , I 6 .i 3 3 5 . 3' 4 5 3 5-1 a 4 7 ".. ..,... . I . , . ... .. .-'p, _. I _ :: :.- --- M�Z,_____a ; I . . !..1.:. .� : 1. -:.::.::: :.��z:l:: ::;;.�:;�:i:��!:I:�::�.:�-7.�.::�.:�;;il!,:.. .. ; _ T. I .1 :.:.:.!...�.: :i's i .L:-i. .... .: � . I ... . t 1.. _..4 , . I ... ... ... ..7 .i ..:.. . i. .......... . ;--::.%: ., . �. . 7- .. . L. : . . , ' �:_ .. .... _. ..__.... � - . . � . 1: :.: .... .. ��:.: . I: :; �. ,'' � . I : �:Ir.:.!I::�:, : �,L�. !� .:! . : : . .i I I .. I . . . I .... . :. '... , :. _-_ . . . ! I I : . .. I I .. . . . : : .1, . . . . ..Z -t= - .. .:.� It,:I . . . . .� ..: I , . .-'I--i .. I . , , ... � - . . 9 V3 A ,,�I : . ..... I . .,: . . . . 4 from Wind . 7.: 2_ . ... '... .. I :;` - I 11 I.;:.-,..i : . , :::::*:.!,�`:`: �!i�:: I. ::it.:1�:_:: :t t:�:: :ii:1:r::1:`:::�::-.:i�i;.li:::.:.,' ��. V �,! ..... I :��' `� :�- .,.* . _A�11:;;�� 1 ..___._,__ .________.__________��____71 . .:. :: - : 11 . ..-:.. A,`.:�:1!,::,.. 44"�4 .: I .�. q I- . . I I � .1 .: . I .... .:"::�. :::::z".:*:� �'L�I r ,;.;;'..., . .: :. ... ARAGE SIDE)AS PER SECTION I i. . . : ..., . .;. ... t:. ;.��; i I;,:.::,.t: .:�_:., . . .. 10i :.::'�::: :T: -L.��_r .- I . . . - - I - I . 1::..,:....._ : I i....... :1011- :.i; '! i:: . . .. 0 i . t(Anchor Boltsi ReAlsting Uplift Loads I I " � �' , I -_; ' 3 3 3 3 .., ....:: : . ::t: : " 1 �i., . :. ifeI�----- ----_.. ---- ---- - -- ----- 22. INSTALL A 314 HOUR FIRE RESISTANCE RATING SEPARATION BETWEEN RESIDENCE&GARAGE(G 4 , 12 3 3 : .. . . -11.1:t: . . * : . -�!.i� .. _.. .�� :�. . . .I . ... . - . . . .. - ____.___ ...1. . 1: ,.._._._: ... . i , ., ....... . I:- -, . ... , .!:, � � - .. . i. . . :.. ;.. .;..It : .. , - . �:T - t:� ,7:...:- 1 : . t . � : . ,_. �; ,� �� * . I . _______ .__.___ - ... I .--.,. . . .:.. . :�:,�.�j;::i��,::�!�:,��:!.�� -,�:1!1� � , ,. . .. .. :.. . .: .. . I .. � __1� . .1 4 .. -:. ..: .� ;. : .1 -_-_..-_ ...-_ : (Prescriptive Alternative to Tatle 3.2) . . . ;..: _:,::., t it I... ... .... .. . i:;.. g:t1 i-- ; ..::-7::,: .: 1. .:%:1��.", .12 :;-'..,.:! . :. I - I.:— � 11 _ ....1-_-..__-.------------ . � . .11 .P 3 3 .4 3 3 .. .. . .... .. . - . :. . :*.*:... �, :. , . I _; - -_ . . . - .16 . 4 ,... . :,::. U :!: : ::, ..:::.i: ".. . . . i �_ �.:I. 1. I *, * - I - __1 -_,T. ; Z; ... . : , : , . I . . �' 11. I , . � ..7 .; 1i;:�.::.*l1:. . .::,i:'-;2..:11,-.:. .%.- ,�:r :.,�_.. - .., . .,_i:,d i:t! j...,�. .. I. I . ., R302.6. INSTALL 519"TYPE X GYPSUM WALLBOARD TO CEILINGS&WALLS, DOOR BETWEEN GARAGE&RESIDENCE SHALL BE SELF . , . ., .�;�!,i:::�.... ;.I: ,::;,..��: ":. , . .:.W-!. .' . . ... . � . . I... . .. I , , t. .... . . . - . � . ;:.......T.. . . : .I........ :t .I :t_ V...� . , - __.___ .___. ...I......- . .. , , - .::. !,,1.;. � �,::; ..' 1, *I 7:!��..:-:1� - . .. .I. . . ... :.. . :..;,. _.. . . I . . I . . . ;,: . .. i . .!:.. _: !Tj. i....t_�::: ,....l. -, . � . ... __ 11 , . _1FZ " .. : -;...- . . "Ila 115 -120 . I n':- ;s_:.,.: . . . -11 .P.. .r. : . � .. . I ..: I : � -,I- - ___-____r__________-___- * : .:: :�: . I. . - I VAID 14U - 9. . - �. �.: i - , ... :'. ... ,.. . .: . . : 1 �: , 'i ., : I I i:! ': .. -4 -9 - - I. 16a 17a Igo 195 � -1-1_11- I - . .. .t ; .. , .:... : .'Ii�i qi....: ..� I I I.Q_?_.I��__ cLosiNG,TiGnT FITTING&WITH A FUZE PROTECTION RATING OF V,HOUR RATING. ph) 150 .� 1- . .12 ..- __.. _',f.3 1 3 :5 1 6 I 9% I D I :-�! I . ..: :��ii :�..:.: !:..: 7.i I- :� "1. . .... . ;�. , . . . � =4KCJ 1,(:::r--- ;J-;;_;�=�� .__ .- .__I...1.- .7od-yr.Wind Speed 3-secand gust 11 . 12 : 1 3 3 1 3 .1 3 . - . . . , .. �, - - 1. .... . . .. . - I I . I . '. 'r. .. . :� . :,.::; ...::.,j: . .., �::::..:.�Iii;:!.i �Ijs;e,� ..j. :.. !._. .. I. .....7 -_- -�, -, �.. :. I ... .. *i:I!:;:1:ii.::. .:�:;:., .. 1: : ___..._ .--.----._ --------____ - I'. . ,. I - �*:1: ::; ! '� -i -,i::%��; '' " - - ...: 7:.: . 1: I %. !� .... �:�. __LZ iiI___.___.__ - I—---- . . I 11 :,;�: . - ;_!�1�:;!: .wv, . 1: . :.,.:.. .., . :I. ., - 1= ;, - I . - . . R I. . . * . I . : .. �.i.. ,. , : -t.;;t;;;4i 3 . . ._. . .__- '-- . . . 3 3 '�'3 3 3 i.* � . ;..::_*:, . , . "I.: ; .._. ,.::.t i:JW.:- il:;::.l:I , . I.. !.:i.!T:�i`. !:� .:-. ,_*. I 1. . .:1: : .. - I 1.1 . t .. .: . .. ,- "... I ........ ...... : ; :�.�. - . I . . . ... . . . .. 1:.: i .. - .it :.I I. ..... i . : :''. : i;: . 1 T �. .- - _ � .-1. . . ' . � - I. ..1. ..... % . i I:_ .. ... ..- . .: . - . : : .11 . . . ... I . -_ I I -_ _. . - . or � Plate IM'ximurn Anchor Bolt spod fht-.) " . .3 -____ i;. I . ... . .1. �:!!�:��;:�1 :. :...*. . . �I - - --,--C:�'Vj . . :.:: �' . . :� � : ::.r , , , . - -i;:J 41I" --2y 15�-----0 , ---. - I - . .. . .- 16 . . 3 3 � 3 5 4 "....:�.� ::i.I,T:.!I:-;;;�.1,* ..i . 1.1 , * *. . I -`g . . .: ; !f, ]�:! : . .....� . ;i 1 ..iJ;:.-.1l,'. .l I..- . � �, ...t ,�: i J.. .I - . . I . . . - - .Sill or Buttarn plate to foundation Anth a 12iI2 I . , -- - .. I ... I . . . t Z:..., _., . . . 1. 1 4 --11 I.- . I .:. L: : 1: -.� : 1 1�<isr . . . 23. STAIR SHALL BE MIN.36"WIDE WITH MAX.8"RISER&MIN.9"TREAD. HANDRAIL TO BE 34"-38"ABOVE NOSING. ENCLOSED : ..t . . :::.I:., ;:.: . ;. . .. 1:t .,- . I . I i . ': . ;.; - . : .:, , ,:,:!:,Z:l it" , :.-I, 7 I .� . 7. . � .. I .. I .1 . . . . .. __ - - _ , , Fo6ndstlon Supporting ' : :::j , %, i I 11E.) -I -, . �_ .. t. : .. . .. . . , .. I . . ....�.. . I . ___ . .. . . ! . .� .. I -�..1. . .. .: . .1 b - - . . ... -*..:::.. .::.�.;!`,�::; ,:i : :7 . . .....; .. . . . ... ... . . t.1 1:: :-... .:,:, . . . .. '. � . . . . . ..:::. . ..� ::. 1": . . : ... -.1� . . . I., -___2:_5 --.-.15.11II _..-_�__ _________._________.___ .... . .Bolt connection Resisting Size . I I.I. . . . . GF7:�;:�!7:.l . ':,.l. . , : d!;.:. -.-. r>_ r �` 7 > _.�� --_ . - - �.__--.-.-- - . I . Roof Sheathing Attach m entRequIrements for Wind . " - :!i..-..:*:�!.�.ii'.�il��*�:: :' it:"i�� r = . If , .: �:.. , �!�::��i�:,.i;f:..�'!.,;,..�:;:..:�i-,:;*`:.. i._ ... . I . .. .......� .�_ . _..., ......I . . . ... .. . .. .. . . %%1 - � . .. _ - I I !!!!!!I"',,!!!!!!:::!!!::: ExPosure''R . : * . . .. .: .:.::.:.!:_iT. .: �! . .: . : . . . . _# 3__________!I USABLE SPACE UNDER STAIR TO BE ONE-HOUR CONSTRUCTION(5P8"tYPE X GYP.BD.OVER FRAMING). MIN.HEADROOM AT ALL . Table 3. - . Tol . ..: --..::li. . ........ .. .:t _... ..�....I- ..: . . .1 . , .. ::..%. I!i. ...- �. ".� t'. i .. ,i::�. ,: .:;4 % ,;.. :_ : ,�.: ;.- . . _11. . . . � . �. - - . .. i .. - 8 En Zone$ 10 . * .:*.,.. .. .1a � . .... .. :. . ::�. �: ,!i'.�!��;,!!�'., ,_t .::t. ..,1 1:�:.-..:*:.,2 JI- I... .. . , ..:.i. .,� l- . .. .! . .: --.--..-. . - ..--.,.-...-- _ - . . . ��20 � . - . I . I. . .. .-:..T I ,. I . ... . I ., .. ... __� ., `"* :: :� _: � . .. ... 4: . . . ... I � � . . � STAIR ARE,AS SHALL BE 6%0", SECTION R311.7.. MAXIMUM RISER 9 Y4'.' . :* I .... . . _,,,_,...,.,, :I..... �� . i It. .. . . . .. . � . .11I . :.. i.... . . . � . ... .... 14. , . ,. ..:.: ... _._ _ - I .. . .. .. �- �. i ; .,--. I:-t i. ; ; . t: . - -1 I � I ----)6-* , -, ,-,-,------ ____, 77, . . . . I ...:. . . . .. .... .i � ,;.::. :* I.. .. . .. �. . ..:!, . I . - '. � ; � t . .i .. .. - I I . I . . , �:. . I.. .i .i .. � .I : I.i , . .... I.. . .. ...,. . :I ., ... . �.1 14- .-. -U M; 4I� - i I - -1=57 1 43 1 35 1 30 ,__j ; :1.: . : ::, .::::: ,- .� !::: :�;. : : . .� �;;,*.!. :`i::: --!.:.:-,:�. : - . - ___ 7 .=2=� !.t. Loads . .�. . I !I�,� :; . � , I ,. , _:; : : . . - , .. . I. . _. . :. .. I : t.: :1-:F'L':'::i. I . � : .. � .:., . � .I. I . ::_:: - - .. i. -S -- . lc::7r -1 72 T � . :�.� . J. i...... �,::. I '�_.:1 :t:l.:1,:_ :; .. . . .. . I. ti �,�.: , 14.':. . '- .: .: .., . . .... . ��, __ . . I.N.'-dw. . .. . _. .. . I ; . .:, . : ., ;. . ..: t ,------ . - - _7 55 ________......_ __._,___.,________.___. . 2x4 - . 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I 1 . . -!:�!:71`1,.l.:,.::!!1� 1:,:. , . . . .. - : :_.- . 4 ':. - 11-_ �411> I . .� . . . , . ... :::�;... :_.: ..,:_P....:.V., I . - .. IiI L-CcW, . I I- . . 110 __T 201) : - . ...... :��l;,:,:��.*�:,;.:i�,!!:��l!��.�;!i��!;�:!i .:�.t:t:. ; I. ,:.!.';:_, :� . .. .r .,:. ,;....t.11..T..it I".. ...... - .... , _S ' 72�ES��35 � : I 26 1 26 1 23 -- ' � t ISO Igo . .: :: ., �._: ,:,,4I::1:� ::- f:,::,.,;::�_!: . . I.:...; . -4::..,.:,:. . . - (�ON MATCHING - . . ... -2 , : :,: i,�,-��., ._ . 1 . � .. . . . . . , . . . . Uplift Loads _ _ * TIIS "I I i I�o I I 'I .:- .,..;..: ::T.i.:.:,.,. :��. ,�,. .�.-:z!:-:, ..:�,:�. _:_ . . .. _:... ,r , .... . . es� ::Z: _. . - - � -_!,.m,II = . S'End Zones - 1 1 7no-yr.wind speed 3-tiecond gust(mph) . :.:..: 04, :*!..: ":i i!:.:,. - . ... 1:�: i'-� 1-it,i!�:.;-�:�:'.!.!..!;!i'�'..,:!*:, . . "' - I . . � .� :,: t., . �:l:,:��::.. !;:_- , '' ,.1 11 ,_::L.:! �1:*:i1:.:. j . :' . .� . . :.. . . . . . - . . . :�:..:, 1. Ir::: �. ..-1%.I . � . I I : .' : _ bd. I . - .... . ... ..� . . .. .j�I.i �:*;_z -i w I. . I . : ;:.;-%..�1.::..,-:��,:.,I:lt 1l,:i-,...;.1,l *;:i.:..'.";�:��z;."j�..:!-�;.!;:,t . ... :: . - It -1. _/___J _ � _ � , ----.-,- I—-_- _._ . . . � ... . .." ::..l.i.. ; ti: . ..... -- , -" . . . 4 ,:::: ,:1 IF - C> r,omc_ . . . . %::,::, ,. .. =, . . ,7'Z. CONDITIONS. . . I : .. 11.1 I. .. � i. .... :%: :�:;' ..i.�.�.!�."��-:�::�:�.�.,:: , t� ..:;:,�I.:�----- If . ... ... 1: :. % ;% I .. . .. �::i;:!:�!_-! : i.. 0 - 36 1 32 29 26 11 .� 11 , i.:' :: .. . =7=2 =11 51 SALICiUNFIALSHEATHING - : l,.;., ;..i ::% .: � ,':*:-..:!JJ:� !:�:�:!.;�;,�.:!:�!;:I!I!::;j!!:iI�:1i;i!�: ......... I t::1:2V �. -_* `.,.:i,:. . . . . . .. I I. � .: ,. . . 1 :t : I I. . ..--.::::�!�l;;.::i.:.1.'i.:!�:,:;:!:%;:. .:: ,�!l:;:!I J:;l! :i� 59 I W :, . :..i.:��:.,�:!..*.,:, .:;7.:!!:�4::,i- t�::T Z_.�!�7= -" -�LO_X- --..-- - . ___ _ _ . 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I. 11 1 1:.!:i . I ,"'.'M, . t � 1::.... ,::, :. __ '___� : ... .; 1 �. -! l, 1 ��. : 1 :.- . .. t . .:.::!:*,I.. -..:.� ,.. . . . - ,.. - �, . .. .. . . ..I . .,:,.:,:,r- I,, .., ::,. . . , : .... , __'. - � . . . _ ... . . . . 3 Stories I - ._ : rafter/Truss . . . : . . . .*I% .. Z:_ 'I.t . . . : .:�::::;::` L:.::::;..: �:''-.,: :� .1, ::: ," r � ..i. ,, .,: .. . . . _. .. 11 . . , . . i ... ... o- �* :.' . .... a; 1 . .:. _._ . . . .- . . . ... . - ; . I . . ... I . .r �.:.:; :;:,1. .!:! : :. . I , . :;- :.�.,... I - I . . ..... . I .! I .... :,.:: ... ... !,:i-i..;1, ..;.; .;,1 10"I ...* I . __________� . .. .: . . ... , -WXX . . __ ., ..... ......__... .j..". . . . -------------�__ . -. � �.. .: ni� . .*, Ii... ., ....," : :...t! .. .. .. .. : . '. .1 . t - .. . :. :: . T��: :. ... :.' . .! i., . , � I . � .. .. ... . ,. , .1: .. , - - . . . . . _... I I . .. .. -7- .------.--_. -_._____.__.-_-V � - ,;. .-. . . ... . I .L:`i;:i 1:i!.,I!.:I!"I:.!::` .l.":.* i �: 1.l�L;.!��i:;_1��41_�.�'...�.;. . � .. . . ' nafterfTrust . . . ..,:it .:,-, :.t . ... , , .." :. 0L : .-:.%��! A t . .. _-..T..-.. . ..::.', -1 .._... I--� ,PERPENDICULAR TO RAFTERS PROVIDE ME TAL STRAP SPACES&SOLID nts,(Roof-tO-Wall, !I, . framing Modmum Nall Spacing for ad Common Nails or lod Box Nails(Inches,ox.)2 . [F �ii-��i! . .:: TIES @ 48"O.C.ACROSS 3 JOIST ection R*4t!llrOiil9 I E posur I: if Location' . � .. ::: t,i:i. , . .:... t :...::. , .i:.l:i . ...N.....-. lz�;,�j."..:...,_ . � .. . . : . 11 i 26, WHERE CEILING JOISTS ARF ' i �..1i .... :: ::�.�...:�:.::..:.:�i,!'f.!*.:*;,. i .'.. .!.�t I-_ .... -i '' 'i'JI! 1l, . . .,�1."..-I:! .:;;Z�,_:!_'!.::;i;.:��'-.:,::.:I I ..�i. ..t..::: . . . ..,. . .. ......i. ,: � . .. . � - . -i - . . - . .. - I I . : : : . . � i i... ..... . -:: i.. . . -1 . .t. '... .. :.. I Uplift Strap Conn . . .-,.1;,,' ! ShesthIn . Specific Spacing(in.) . .i 4- ..... t..-. .,t: .::%,i.4.:t.!.%-:.. :.,I.. ,:.: I�f;.�ip...:*,! t . . .�. .'.1:!.:_ .. ... i I IjIII!;� 4::�12.77__ 11 -0 , -..-..: I Table A-3.4 I _..�it . 'i 0�:��j��1*1�00r,j i-i,�I!'::'l:;;q!-�-!I; i;:� . t li.,�l::�:N::.: I _� . � .. ... I tion) I . . ..%.:,i K,-i !::,..�;!.�!::;I�..":�i:;:.I::.�!;:.t , . .... 1 :I::-.:,::!::�.;- I I .__�=_____ . BLOCKING. ' . IN:.. : :i- - �.. ::i:r...,--iI lt .'-: , ". . 1:�::,:l I . . . _�� 0 I Wall-to-Well,and Wall-te�-Foundit . ". I.:. �. i . . ..... . .....::: .i..,::I:i :t.- -,''r !,!I- ::�, :1-i*.:,.:` :,:::`::F i . . .- f....C:::::I I .. .. i...t ... - ;:%;�:..:::,;i.I,*:*:!��,;;�:*i:I.., j.;,:1: ., :,.- ',! . ". ,. 47 __� -1,-___ : ` , . . !:.I. ... . :�� : ___ __ . . . .. . .., .: . %:::._:�.:` I I .I:— .. .. .-,w".., . ,. .__:._.t . . : .-..--e- . . . GraI . I . - . .g _::..w.�:,: .. ; . .:.i.:t: ;.:;:� :� ,::. :I:::::...O.:� :1.i::!:1!1 t*::::..i ,..,.:l!!.11t�?- a!-v-_ - :11 : :. ftl;!:.:::;l-:-r;.�. . !:.:.:.: .�.... 1 . ::1 ,:.:i,.! . .. ,. . . I 1. __7 ,I . . I . � . . -_ . . ... _ , .. . 1, :�: �. i, .: . 1 ____ I .. . I I __i__ I I �,:::: : .:. :..; . . ::...�:, :.,:: . .%.: .1.I i .. . : _ .. .I! " I . �...� . � " _r. , _. , - _ -___ F I . I * - 12 6 1 ... � �.T- '. .: . . !:;�!!� ;:.4,�:�!... _:;.;: ...... ....i:�! !� , : .:... -.1., . I _----------__ . . 12 - .. �::;:�: � :.::,�-:: :, . .1 . . � . 12 6 12 g .: .:- i .�..:::,..::-.::z ....;%:.. .1: : :.: .s: . I . . �- . 4 (Prescriptive Alternative to Table 3A . 1.�. - . . 12 - __ - __ 12 I :�", :. . .,: ........ I.i:i: . .. , ". ;j� I::��:...*,.'��..,*:!:; -7'I 7W! ;.!.:i....:1, i. ti� -1* ., .� : ,�, ..:. :�i: : : - I . , . . ---------.---,---,------,-,-----,-*--------I --,------------ . I � 1 6 : : : t.� :. . .. I . **: .. �. �i. I , . :1. �:..::�. . 11�I 6 1 . - : 1%I * I.:. ": .:_,:;; ... I . . 11 . . . 1, .!: I � : I . . . . x . hibly DL-i5 Psf 16 6 12 6 12 12 6 12 6 1 12 6 121 6 12 " Ii ill :: ...:: .:.-U - ::.! ;� iII ':. 4 , ... !;:.,� .....".i -; . .; :.1i!�,�� :.;i,�.��::. . ,, :.!. , 11 . I I . . 27. ALL DECK LUMBER SHALL BE ACQ TJT,ATED LUMBER&SECURING NAILS,SCREWS,BOLTS&OTHER HARDWARE TO HOT-DJPPED . q� � -.*' . i. . 4- I ii%�*�: -� :::- i 100 :.� ... I . . . t ::�1:; .:. I . � ,Sge - . . - . .. ; .t: t :.... .: ..�.:� .!.:.:: It _-4 11*!;�: ......: ;. .. ::::I i..ii-ij:�d�-.:: .;!1,1 ':-:..; i.. i... , :... .. . . nS:Roof/Calling A I . . . . .. : . . �i -I. Dead Load ASSUITIPtIO 0.49 . .. ....: ....: I .i . . -':�!!;:-q::4��:i:l�, .. ; . I i : I. I ,: i: ,: .: . I . ... . r__ 1 6 12 12 6 12 IS-it i. *.i- .. ... .. ... -..i:�.t I .....:....11 .il. ..-:.��,.�l:li�:.!.:; ,...il:!,"..I.�:::I i::;:11 . .0'... ..'', I !js�j!�:i�:�%i:��;.. �::!�:�: .: �. . ..... :,l.., . � I . . GALVANIZED OR STAINLESS STEEL- . I. . . .. . . . . . ...... .. .11 .�' . ,* 1 4 . " ... 11 . .A. I . . I........ , : .I. !!:;.::: :i 'i... ; .�.,:! vi.-2� i : �... ;t:it�!.:_*J::: ��.:::.11 ij,;-�',I,i :.;.,i,:, . t 1:. # I . __ - I. � 12 6 12 6 12 - - 6 12 6 12 I . I t ,_:!:!�l - :r`_i .i�:!!:;.�:-.:, :!i.1 : ..;.��`�� . � I I . . , Igo . �:;!:.,1. ,.::, ;�.:.,, . i. t,, � .. 1 .1 .. 0 I.:.,! I ��..I . :1::.:.:-;.t�1..:: :. . :1 :. :i:.::j . I r l�;. _�.I. 1.�I::J .,.P.., . . , *:, 1:!: ..%�:.!4: .i.:;;�"..i; ::Y. - 0 . . ......... I ----- I . �';�1� IS:, -L Ila . . 12 6 12 6 121 : 0 6 12. 6 IV ::.`;::�:�'i.: ��.*:]��,;:-;�. . _.: ;` "!it;I:. 1� : i 1, I �; . - . ,,a I I 6 12 6 12 6 12 6 12 6 . 1': :T ,�.. )-:1ki;::!��::!!i ;, .. I.�!I..t....:-�-;i::.�wi:i:I:-:!:.,1!t �� . ! ---- - el�A- . . . .. I :: ... ..I i.. :, .- 4:.,: .- : .. t . . I .. .i;;;. cc . __ � . t I or -;:��:,!!,��.!i;:��:�!.�:�;.�� 1 ,.:::... -�:r=� t.-_,rit;;;14�i� . . . 22, ;,_� 28. INSTALL ALL NECESSARY FLASHING AS REQUIRED FOR WEATHER PROTECTION&AS S IFIED IN ALL PERTAINING SECTIONS OF "' ""' ;..1 .. -I— 0.11,41 to h. . ..I I � i.�,.�::�:,��.�*�_. . I � 700-yr.1 IndSpee . 16 . : * . :::!...::::.:%:::- .�1. ..."': ::w:�O', ,1, -4.1 .. � - - I . ... ;,, :,.:.* ;.- .;;i:,.la:. , II�. -.: * - 5; _.,*_..__.__ .- --- -- .;..!! l:l,i,!i: '16, . .I:z r__-4C_4=_.-._-_C:?r __ !I � -,Ila, , I � I I , interior Zone .. 2 � - . :. " i:!i f:i: � � ... . 6 6. ..6 : -;_,�,L;.:-'t..;..'_ .. ....:.. : !:: -1 ..- ...- 1�1: , ; 3-second gust 1 P . a or lod Box Nails � � : - 12 12 5 12 6 I 6 12 6 12[6 12 6 12 . I .,;�: ,.:,:� :�.. . . . ..: J:::'4�.. - : r .. . I t:.;: TAX LOT.1 !:!: ;_ I : . I:,.. . , .�. .. . d. :I..: ..!,.;i!ii.�:jlL,:1l:��-;: ;_-:. ;,,n� ,i_ -il . - -_ 7i -mis-r.-;>,,. - - - --.... ___�, -, _-___,,_-1. �- � . - - common Hill' 77,"1 , 1 6:1 . :;,;:ii ;.].�!., -�!;..;,:� . � . . .: ::�:�::_:t'... .::I I.-;...�i,::;:!�:;�Ii�,�;��. �!i7 6:,:,`-�:::�i!-I��:7;.:;�. . ....., . __TAXIAM - - 1. � -: �i��;�.-!��;�...!:�:��!:! th " : . 1111 -THE CODE. - - . . I 7!::: I.— 01:-;1-1 : : �:,.:.! - I I . . ; . .., ...1. %. ..... : 7 '� _F_ .. . .T:. ,.i;2 .: , :: .. .. . -" : ': 'I _ .. .. . . .. . . . . .:: ; .-:.:,;:::.:.:1.:..7.I.I. ... . .. 1- 1-! 116::l .:!:: 7;I ...... - ... . :, �!:I:! �;� j,:;;1; . . . .. 2 - - � :* .. ......�.4. .. ... I H.1,.:zz it . .. I I I . I In Each End of 1I"It gag Stro . . .:1. 7i:..l:l ::.1,:_:..l:.,�.I; ::.:,:;::: `:I�:: ;5 .;.l;:1r:.;:..:.;. 1�:,�!:,;�.;-;.:-:.:-. .:..iiy ii�;. : :...:: .4:nn .:, .9 i!�.l!'�l!�:-.:��_16,;.;q: i._.. i: ,. r`;;� - pla - I gas I, . 12 6 12 6 12 6 12 6 12 5 b a u I - . ' , 1i I I- .. .I ...... � 7,:.::.� p .: ::::. .,w : ,. ll;;; - ; : ::�:.::!t: ;I . I. I ___----.-..----- I . � . : . :. . .:�I i -:-1.1 ,1 , .... :,!:� , I! .�.!!.,.::. I . . 2 2 : !!:, :i�;.�::!*::!!**;:!!:*;;.::%: � - -i:�?i!-:::i!:;!, ; : � t., ;,. . --.------.- --,-.---.._ I I ....- ... .. 3 - .,... r V . .: . ; t :.i ..;�i::ii�l�iiii;�t�!i!l�:.;.�.:;.,I.ii��!":�*�,::i.�T� :. . ...-1! . .11 _____._.__.____._____------ __------r,:��F/�i7i i!:� . . . . : 1 ': .L.:. ..-.%:::I.; ;:�'�;;:�!.!V `Tl:!;i . l::,�;�::I:i... :,�.; : ,.::.; . ..r-, ". '.�. I , J.2 - 2 3 4 042 6 6 . .,::t: .. ;. . ....... .. . . .!: I 1,.:.I..E1:..:1.:.I �. ... a .. . :: - - � .. . : � . . i. . : f 1 1141 ;�;ll�`r.!::1!1!;i:: :1. .!:!..;i::.:. :4 ::;.. .t �I-i:i:�.. :: --9--%I-.---- 29, INSTALL 5/8"TYPE X GYPSUM BOARD TO CEILING AT BOILER AREAL . I .. noorSpen � . N aerate. . 121 6 12 6 11 " �`-!::*�!�,!;.:;1I;l�;:.:.;..:,I..:,;,4., l::i::�.:*:*:,.;�-�:;.*17,�l ,5;a; JI-III--------_'_�___��_I_--.'5 . -Framing Spacing(in (ft.) 2 � ; 4 , �li�;;i�!,;::�:;il:i�:ii ji,�i,'.'.i� 0 : : _1 ! .:�'%!::i�:;ilt��:�:;i.��,;�.�� ::�: I : i-z . , , . i . 3 4 -, 1,' Perimeter Edge,an- I .. . t ,I I...I:.:*:,i..' .:'- ...1. :.,:,-�: ..:. :: .. . i . ... :�.... ! . .. , ... -I: . .. . I.. ....'.:.. :. :1:4.:�.:1 ;.': -.-:,.:�:. .�..!.:... I . I I . . . 11, I . . I I 1 2 i 2 , . I . !:. I .::; �. . . i....I. i . i ; .:; .�.,:! .. : .- , I., ��,:. � .!. t .1 . . : � I I 16 -" . I . . .. ... : .,,�%...!: : .�:�. :,**.:::i..:::-::*_.: .".:,.-..;. -.: ...-i_.. - . .. .. . .... : . i I � 1 , .. , I I I I I I � "P . 11 I .. I i. . .....:: . 7.,. ., . . .. ... . . . : :..... . ,'' . .. . .. ..:. , I . . , .i,-gr_ n� . .� .; . . .::::..:,:..,!:. . .�;:� Z ::� ... .. I. . I . .� .. . . . .I.: .�.. :.�..l:_,, .:� . .,;::.:1, '. ,1 i.: i" ."... 30. INSTALL WATERPROOFING TO FOUNDATION' SYSTEM AS PER SECTIONR406. . . . .. :::.,. ..l .1 . !........�.� :..! .1.111-11 . i .. . I .. ' '�M� ' -70F " "",r�, . % '':, � . . . I . .. .. ." . . _". !, t..I.......... .1 ....... '''''M%16�.L.,:.,:�:t'.. ....'i, .. . .. . 7 . . . . - T 7.%_,.,r,,g-,m , : . 1�,,�, ,� W."IM 17,", , �_ �,�'y 4 7 , 7 �T, ", . ,777 r ,"I , , 0,741 7V� . ,Ag �7237� -�P`Wl 1, rea ,", ,'i�, I .t:.. .,. . :.. ... �. 'r. .. . .r. � . ... . I :, � vr I I - . . .. _ _ . .. .. . ..-%.. - I :.!; . .. . . .. .1. . I �PIR, ��,k,., , ! Gable Endwall Rake or . , , __". ... 11 . :.:1.* ,. . : : ... : . .. ... I . i . "I �.%., I . . . I ::, . ]:. . :, ....., I 1.. :: , .. . * ,, . . � ... - . I . :.:.�.. .::" . ::� : ". . � . I -'4,0 � ,: �7�' '711� , . .:: . ;.:,:.. .. .. I .. l�;.:.i � ::. :,..! ..;:�:.,�j:.. ..... . *::: , :.. , . I I 001-6�,. - .. �,_.�:-.:.�:!:!!�:�:.. t I :. .., . . I I __ = 47, 4_6 ,II . . . _�,'��,-, ',,, � "-P, ��41.1 1� ".,,� 11 1",'Nw�. , 4� .. I ,1:� .* ' ' ..: .-:,*: I. i , - �.',.,�,�Il,I�., ni ,; , .1 - 1�-Jl Q,4,�Ilj; '41,�"" �"" ,,�:g,4fRe 0.49 . J :m ., . . "" I- a."".17,,",,�'� 11 ... I i _ .4 , . j,',& I . 4 . .� , i .. .. - . , .: . : ... 16 �,� `�' V I -, � i "., . .. ..'; -�* , .. . . ,:,i .: '.V .... I :�:I . ::... .�. i .��,:� .=W- III...:, I . "Jlil. ,i�,;,,.&Me"S&',�r'p�4y _" IN;:V�4,1,;��`.` with up to 11' . .:*.,:._:_.1__.. .. . . ,-, ,..,;.. _ ,. .. : . : Ir ,�-aI u F- (14" "� ,� ,. ,, pq ,I ;M-4,12Z _-11�1,II _ ". 1i �@,�0, I .KAK. .. `*!:;::.,:.!'.'% :�.'. *-!*.:.. -I ... -_. . ::::::,: !:1 :� ... . , .: .. -,: .i ':li; ...*.,*:. : ..*. t.i:- �_ , , , I ; . 5 ! �* :- .. :.t Z.. . ;...lt,: :1-- I i-.11. .. ..;�:�.. 1: .!::�-�.::,t.- �.:1,:: ; . : ..... :; :-�.':::,;::!:-!-.`--I. :.:l....� - ... . . ..... , . . 11 .. 31. ALL WORK DURING CONSTRUCTION WHETHER EXISTING WOR PROPOSED,SHALL BE BRACED&SECURED BY CONTRACTOR TO L'. I 111 t ___4 I .. .; �. "::..� .. 4�i::��J:��!,:ltt r�1:l"::;.'.-.I�jI:-��..�-,:!......, . .�: : !�:��;!i:i�:� ,, . ,: : :..:_.!1, .. r. ..---.- . ,�;i....�, . ... .. . ... . ... . * . - ;t �I '. ..t .. .. .. . I I 11, i,,, N"'Ilti, � 114 ii , 4 "' �.ke 0 5 : .. : .! . .. _. -::1�. -.t::-::. - , 1 - (Ta * i `-I '�" �.�I . 41,"I i" 4 ,� 0.42 . I 60 1 ,e'�',,.I �.� 6 7 . , �11. , e�hsng . '� .:: .i;��:iilil :. I � t: . . . . *-.i . .,t.1. .T....�:.. .,:: :::.:::�...] . ..... ., .: :: 1 ., .. . - _--_-_ _____ . 2 2, 3 __ . .- .:. : . : .'�. UP ; ''";" I 1. ...: � , .. . , _ I . .., - . . . _. . -- ---- - .�: ,;1, - .. .. I I I :, . . . . - �- : :�:,. .. : I .. I PREVENT DAMAGE OR COLLAPSETO SAID STRUCTURE. . . - 6 .. . ...� . .... . . :.� . . . . . - - �:,; 7". - , - . . . . . .. : . . . . . . . . . -2 .- I � ,:,.t . ,'' . .- . . .1 . .... . I'll . � _...�.i.. .� . I . .: . . . .. . . - , I. . I . .1. .. T .. . ;- . '...� I I.., . I .. I *. . . . * .. . . . 4 . . . � 1. .. I � '. . *,.!::,.:: :�-: .,, � I . . 17� i . .:..�" . . . I : .. ... .. ;.. . I . .. . --.....A.- . �� . .. . . t�-'.I:.:.. � . � I .. : :,I � : ,�, .. . I .1 .: . 36 " 2 ___ -.1 � : - I ,:, . . i:.: , ; -. . 1-1,'I I_: � t.I:1._ . .. I .. . . .. . . .. . . . .. .i .. . . . . . . . :.,: : ... . . . . :. 'i �'': : . . .I , . "I I ,! , - . I . .. I ... ... , . - . II ' . t-- - , r * . . . %:I . . .1-:- I:':.;* : .:*.:. ....i .:f:::.:, . � . :. : ''. ... " -.* :* w� .. I .1 : ...' .. . *=aiE��E I - I .. .::*!:*, . A �, -Z IF ..--�.,-:., .. . . wall Sheathing and Cladding Attachment d 7.!, :.t..i : i. .....1. .4 i 1 1. -1., ��,�:!:,� ,,*Jtck � t"71 1 2 � I q I . .. ..1: . :: 32 , 7 - 8 , . . -.-.- ..-..--.--.. . _... t:!. .� .. :, ...;i 41I r p...* 5 - . ! I . : , .1 1:... . .: * ,.:,:.! . I . :,... .. ,ttet'v 5 1 :'_.::�� . I . F__ W.�;- . .. : ,sit to I Table 3-11 . . * � . ... .. ,�...':. � ::" .".'.... .. ...:...;._.. ; �.:.. '. t 1: i �. . _ : .:.:... .... 14214t - t .�.. . .. I : . I. 7 117* r I . I . . . 1� :. . .. . : !..��..:. . .LOTMI:03 A :, . . .. . .. I 4)hv , :;t- - �: .. - , I z.:giCALE:I - -li 1 . . . .. .: .% . !. . :-* .1i, . .., - I and : EXOOS VW .` � - Requirements for Wind Loads I . . .. I: -- .. . .;.% ,:, : I . -1 .,:" .. . .t:� .. ! I - :.-i- t 4l11s.;'!-.'.:;.i;D1SrM1CwP. 10W-.,-i:J��O�N:43 �';��BLOMU*05 11 . . I cip Plate Lateral . I . I . . I . .: .- ....:,:.:,'. '� %. .... ...... . .. .. .,. ..: ; . . I . . . . 0 . .. . , ... �1. . . . I . ... . _:._ . M. 1. . R lling , . . . . . . . . I I .. :. , : ': I ; . T :- �. - . I . I . . : . ..... . .... . - ..,11 . . ;!.*i, . . ...' . ! : I I , .: : i . :::�.; ,..:t table 3.41A after and/or C :1 . . . .. : ,!.:.::,: , : :. :..:.I,t,%'. .: :.. .C.. .... �. .I . . . . .. .... ..... 7"::...i: I,i,,%ll� .l:i,;.1!I-r,,--..:..!-:! ri�!�l,ii::,�* . : . ;.... CONTRACTOR SHALL CHECK&VERIFY ALL DIMENSIONS Jc CONDITIONS AT THE JOB SITE. THE OWNER&IOR BUILDER ARE , .. I '. i: ;- ''. .. . .:-.-T...!:. �.!:i.iil-::,....�'...;�-'' :�.T. .. . 11.1. . ... ill .ii:::q . . :, . I . I .. � . i : , , - : . I I �. .t . � .. .. - �:!�.I 1!1*��!:�:!�!i:�!j,j.: `!�!:i!:::��:.! I%i,� ......�.:T:.;::::,.::�::I1:7,:::��:: :it.!%-"- - I . . . . Z�� ,I- ....;. . . ,:: I :;::, .:.'':� : ... .. . . il:�!�!�!i�:;:��!!.l ;��:::!�]!;il 7 ; " ....I .. 11", .,.. :- , : . , . : .:r -11�!:!l lillj�t-ji:��,-..:�;;j,,�� :.. ..::...t_ ,_. t_ .iihi�t, :--.1- : . . . .: - . 1 . 1: - - :: : .. - . -�. , i:l � . . , , ��::;, _.� _ - -_ . Shear Connection Requirements .. I ! . . .,.,... , . .- I :: :. :. .... .. . . 1., . , I. , C 1. . ... -7.1. : , .. .. 1::., - . ....; -�,.!;, ........!�.U,:.:', . . I - . .% . . ::1 It:I!�!:::;!.�;�:!lit I:!..;I�I - . . . . . . .... .....1%I I . .. . .:.:.t -,..i ..., I . : .. ... � ; i � : :�: . I 1 : :;.. I ....�.....�--:.I.... __i�,!;_-�_i;i i.::..::J;1,_�:!!i0:. .1. I .. . . . .. . ... . . .. .. . ;,. ....:. :. .. .�jilk .:I . . . I . .. . .�. I ,. RESPONSIBLE FOR VERIFYING ALL SITE&SOIL CONDITIONS ABOVE 8c BELOW PRIOR TO ALL CONSTRUCTION. SOI . : _ . I . .. .I - ...... ,. : . .. . . ;. I . . ... I I . _. . .. � . . . . . . lo"i 115 '12(I 1 ISO 160 170 ISO 195.1 . . . .. ..; . . ;� s., !..,.:--i .. . . . . .. I .. .. .. :- ,:� ... . , . . :1 L . . :� ,.... :.:! � . . . I I. . I , -.::� I. . . .. - . . . : � -. . i ,. . t. .... r I .. ,.�� .. . ..... I . . .. . . . :* . .. .. . , .. .: I . .:. . F , , CONDITIONS FOR CONSTRUCTION SHOULD BETESTItD BY.A SOU ENGINEER, . . ..1! ., �: - 1. 1- - . . � � : .. , , . .... .: . . . ...I . (Pr ' :1. ... '' . . . . . . ....." i. �il. . .. . : . . . t . . - - : � : . :. . escriptlVe Alternative to Table 3-4) ,' 11 , I I I- I I I . . .! , .:�,:: . . , : �,�.� . � :J Z. . . I. . ... . I . : ��, . 70O.yr.Wind Speed 3-secand gust(mph) _ � 1 .:. .. . . I . . I . . . -1 .:. .. I .1 ::*. . . . I .. .- . . . . ... I. : t ...%..., ' . .. �i":,. ... . I 1. I. I . . . .U.- ... .. - . . �9 . . . .� . . . . . . . STRUCTURAL SHEATHING 1, I . ., .. i , : :,i - --_ - - _ --- - . - -_ ---- --- -____1. I . .. . .. . . .. . . . .0 : I r' . 150 1 166'.1 170 1 Igo 195 ,;" . . . . , __� :1 �-It. _� - -- . . . ' - ... * 7�0-yr.i�ln " '. 140 . . I. I F t 0. _E F F E F E F E F E F E II . . . . -_ . . I - ARCHITECT RE,COMMENDS THAT BUILDINq DE'CKS,PORCHES,ADDITIONS&POOL LOCATIONS BE it Speed . ' J1 :%. 115 , t.120.11 . I . I. : . , E F E F E E .. - : - I . . . . ' ' I . I. -.'---'-' 9_E_G_T"0 'ff_3T4�_ . VERIFIED-BY LICENSED . 3-licond ust m h . . t. . . . L . . .. � . I . . .7 . . SECTION R303 . . . . SURVEYOR FOR PROPER SETBACK REQUIREMENTS BEFORE PROCEEDING,WITH CONSTRUCTION. . - - , . r lad Box Nails(Toenalled) . . ; Stud Spacing maximum Nall Spincing-for Rd Common Nails or Ind.Box Nails(Inches,,I - - ... .. . .. . SECTION F1301 - .' .� ' * " I I . . . . . '. SMOKE ALARMS , I I . . . . .. . . . b of cl common Nallso . . . : .1 LIGHT,VENTILATION AND HEATING . Wall Num er ,3,4 shAithing Location'. (inches,o.c.) . . .. :�. I - Raftet/Coll Ing Joist . '. -DESIGN CRITERIA .1 . . -_ . . I Height . � required In Each Rafter and/or Ceiling Joist to Top Plate ; . . " 12 12 6 7 1 6 12 6 12 I . .. I . I. I 7- _... 111314.1 Gener'ni.Smoke al'rms'shall comply with NFPA 72 ARCIIYfECf RECOMMENDS THAT ALL HVAC Ac PLUA ' . spacing(in.) , . - . 2 . 6 . . . . � .. . ' liable rooms. Habitable rooms shall have an IR311.7 SlI . . ... . MING RUNS BE VERIFIED I . - R301.1 �4pllcatlon. Buildings and structures, and parts - 2. At:Interco He dons between concealed'Verflical ATIJ - R303.1 Hob . Bys.. . .. By SUPPLIER&INSTALLER BEFORE BEGINNING I ft., 3 3 � 12 6 ca of not less than 8 percent of the floor . . ' ' grid Sectioh Ri 14. . CONSTRUCTION TO INSURE THAT THE STRUCTURAL INTEGRITY OF ALL FRAMING MEMBE RS ARE NOT COMPROM S D 3 : 3 I ,. Interlarzone ch as occur at Soffits,drop ceilings Idth. Stairways shall be not le s than 36' I I E . - 3 - 3 : . , :ggrcgat�ilazing ar .I...� �2 ' 2 . . 4 . * structed to safely support all loads.. hoiizontal spaces su. . ' ' . R311.7.1 W ' at s shall be listed in ac6or- I I . I I . . a ,�2 . I . 3 3 3 . 3 12 6 2 6 17 6 12 6 12 thereo . . . I . . . rea of such rooms.Natural ver tilation shall be through win-. ' tfie per- III Listings.Smoke arm � . . 12 2 . . 3 3 3 , I .. . . . I __ ' - . and cove ceilings. . . dance with UL 217.C rid carbon men. VERIFY ALL D . . . . I" dead loads,live toads,roof loads,flood loids,snow Jnches(914 mm)in clear width at all points above . . 10. 2 . i 2 3. .3 3 3 i . . 16 i2 6 2 6 12 6 12 6, 12 . includ ng escribed I.;y !his. . . I top dows,skylights,doors,louvers or other appi-oved openings to Htted handrail height rind below the required headroom ombination smoke a . IMENSIONS-ALL WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DRAWINGS. 2 .. 3 ' , I . Perimeter Edge zone - - ...-_� .. I loads,-wind loads and seismic loads as Pr oxide filarms shrill be listed in accordance with UL 217 I . . 9 2 � . .2 . . 3 3 ... 4 . ! - . . . . I . . . . . 3. in concealed ipaces between stair stringers at th the outdoor air.Such openings shall be provided with ready 2 1 - I . . . . . . . . . 3 . 3 . 3 1 . . . i, e nstruction or buildings and structures in accor� stairs - o . height. l4andrails shall not project more�thari 47 inches . . 16 , .2 -I of the run. Enclosed spaces under shall otherwise be readily controllable by 'the clear I . . , 10 . 2 2 . . .3..... ... - ., I m Shear Wali� and bo.ttom . . . . I access or the build- (I 14 trim) on either side of the stairw' Bad ana LIL 2034. * . . I . NO PART OF THESE ARCHITECTURAL DRAWINGS SEMLL BE REPRODUCED OR ALTERED WITHOUT WRITTEN PERMISSION BY . .-.---. .. 1.__I .I �__.... . � Table 3.17D Shear Wall Aiserift Allowable Unit Shear Capacities,Max.imu . . dance with the provisions of this code shrill result In a system' ' shall'Comply with Secfion R302.7. i I Fly . I S Sh It be provided In . . 1. . . : that provides a complete load path thar mects the require- I . I i . Ing occupants.The openable area to the Outdoors shall be noll width of the stairway at find below die;handrail hcight� R314.2 Where required.Smoke a arm a . 11 NDERLYING OWNE RS NAME&ADDRESS ACT AS A --�ii lig Uplift and Shear ; . . . * _____i........Tr Walls Resist I . EXPOSure 0, , Segment Aspect iltatles,and Sheathing Type Adjustments I I RAY DONER,ARCHITECT. THESE DRAWINGS&DOCUMENTS WIT THE U i7able 3.413 . - S Is . . . i .I . ... I . . ' ound �eilts, pipes, ducts, cables and less than 4 percent of th6 noo. r area being ventilated. including treads and landi' a than 3 17, accordance with this section. .:, r � . . . � . � I . . ments for the transfer 'of loads from their point of origin - A. At openings SIT . with an approved mote- . .. . . . ngs,shall be not les . . . .- . _ - LEGAL&BINDING CONTRACT BETWEEN THE OWNER&ARCHITECT. I . . (Prescriptive Alternative to Table 3-4) . -----� . . I . ' wires at ceiling Rod floor)evel, . I I. . . . - inches(787 mm)where a handrail is installed on one side i It InSISIA 6e pro-. � . I . I �;,� : .. . . (frough the loud-resisting elements to the foundation.Build- - . R303.3 Bathrooms.Bathiooms,watc.r closet compartments . ' . . R314.2.1 New coiistructlon.Smok. Filar . .. . . . � . , 11, ( I . . ". .; � tie] to iesist the free pa�sage of flame arid products of . th and 27 inches(698 mm)where handrails are pro�lded an III d in dwelling units. . . I ALL BUILDINGS WITIJIN ONE MILE FROM THE OCEAN BAY OR SOUND ARE IN THE WIND-BORNE DEBRIS . I . .�. I . . . I .. . I , Aso Unit Sheai Maximum Shear ings and structures constructed as prescribed by this code are filling this annul d ' similar rooms shall be provided with aggregate ginz- I . . . . vi .e. .. . - 0 '6 . . . . . on 6 er .. . . . I . . i REGION REQUHUNG , I 140 15U 160 1 17 3-T=50195�' . ShenthlngType .. . conibusiion, The material a both sides. * ' peed 3-seco lir 11S 12[ I � . capacity of Wall Wall Segment . deemed to comply with the requirements of this section. r lip 3 square fee'i.(03 In), 1. . R314.2.2 AlAerntlons, repair - Where I , THE GLAZED OPENINGS ON THE STRUCTURE TO BE PROTECTED WITH GLASS MEETING THE LARGE MISSILE TEST . Ust m I . - .77,7�'.I.1-,� . - Adjustment Factor I . . .I �136,,equtJ7 ing III in windows of not less than . . . . .9 and additions I. .. r."...�,W1.-1.-':-,'-.,',y.f.l�1 I . q . . . . 700-yr.Wind S ;I, . : . Ing Assembly(pit) Aspect Ratio . one-half'of which must be opernable. . Exceiptlarti The width of spiral stairways shall be* in r, �ICATION OR STRUCTURAL SHUTTERS WITH ATTACHED HARDWARE AS PER CODE,OR CONSTRUCT K"PLYWOOD PANELS I I I . ". -�:t:-,� ,,;, . - i. Nails and Spec . .. i' shall not be re'uired to meet the ASTM E . . . . . . . . ' Top&Bottom of- - - / - - . Exterior W0 Sheithlni;.i':�.., . ;... . - R301.1'.1 Alternative provisions.As an alternative to the ' . . . . � .I . . alte'rafions,repairs or additioni rrquiring a permit occt" 1 CERTIF . . . . . . . . I . �'"I , nequirements - ___F . ments. I . dded or created TO r . . il :=W].d=S.I.-I. Wind Seismic . lowing standards - . . I . q'ired where accordance with Section R311.7.1 0.1.. . or where one or more sleeping rooms Fire 8 wood Structural Panel Shear Wall . .1 _ Exceptloti-TheJ lazed areas shall not be re u . . . ROTECT WINDOWS AGAINST WIND FORCES AS PER CODE R301.2.1.2. SECURE PANELS TO RESIDENCE WITH FASTENERS AS * . . . requirements in Section R301.1, the III . ireplatces, 9 . . Panel Nelling I II . I . :. ieblocking of chimneys and fi R311.7.2 Headroom In headroom in stairways shall be the individual divelling unir Shall be PER§iCHEDULF,TABLE, R3.01.2.1.2.. OWNER TO MA1NT,IIIkJN PANE 0 - IT . . . . �. Interior wall sheathing . I I see , I Requirements 4 . 2,11 I pre permitted subject to the limitations of this code and the 5. For the r . Oil light and i local exhaust system are provided. .Th Ili existing divellinp, . IS N S I- I Requirem@nts �. . Maximum Roof Span(ft) - --- I . I ' .Section R1003 I . . . . Brtifici . ' ed its required for new . . I . . I . I I scl cooler not 0 100' 1.5:1 1.5:1 limitations therein'. Where engineered design is.used in .19. . . I be determined in not less ihan 6 feet 8 inches (2032 mm) measured verti eqUipped with smoke alarms IOcOt . . I .. . . . . . � . . . , . Itz-Gypsum Wallboat [Unblockedt', 17 10 . I . The mihimum local exhaust rites sh"I ' �. . . . I . . . Nall. . . . . . I It g . "edge spa .9 I .1 . I , 1. . . .e 6..FireMocking or cornices of n -family diveiling is accordance with Section M1507. . ca'lly from II sloped Ime adjoining the tread nosing or _._�.. .. Sheathing Shear Wall Rows 9f . . . maximum stud spacin 16"on center 7"edge spa . . conjunction with these standards,the d sign shall comply . two I . .P-xhoust air from the . divellings. -'- - NOTE: .UNAUTHORIZED ALTERATIONS OR ADDMONS TO THESE DRAWINGS & . I ,yF.'..'r, . . .. = -. -d,-- r� .. , , . . . . .. *ill the International Building Code.''- . ' - : I be exhausted directly to the outdoors. from the floor surface pf the landing or platf6rnn'on that TIS 5611 be irf�talled in the fol- . . . . .. .. . .. " . ��. d"', i b: .11 8.g . acting- wi . . space shall . . . . 11314.3 Location.Smoke . . Thickness . Nailing Nails I . '.,,';...��I`t'tt�:Ith 5 ea Q jBlocii6a ,IV i required at the line of dwelling unit separation. . . . : . . I . . Dion DOCUME NTS IS A VIOLATION OF THE, NEW'YORK-STATE EDUCATION LAW. COMS - � - . I , . ,� . 1/2!�.stfuctM 1I . I I: . i e sPacIng I . . .. . . . .. ' . . . . . . . i * . portion of the stairwa . - .� ., . � . ' . . . . . . . i * � - fin) . - - . :.."I.: ., - ,.�,,, nid "Vede Tic(iort JKJUJ.4 Mechnfilcal ventilation. Wherelhe air infiltration, , Y-- .-.- I )owina locations: - * . . . .: - . . . .:!. ju�d'j ft C nter . I 1. APkPA. Wood , Frame Constit Manual R302.1 1.1 Fireblocking materials.Except as prowided in . - OF TIIE SE DOCU . . .. 0 of 4 4 .. - - - - I . Maximum i .�o�!�$167�'d . . ,. . 11 consist of thei, III Staii treads a 'd rise' .Stair treads and i A4E NTS NOT" BEARING THE ARCHITECTS ORIGINAL SEAL& . I� Ai�,... . - 1.i: .;i . . . n rs risers . ' i . . . . ' I scl Common 1 . . . ..'s..; �! ;;', A . (WFCM). - . .. . Section R302.1 1,liern 4,fireblocking sha . rate of a divellin' unit iq 5 air changes per hour or less where . 1. in ench sleeping room. . . .3 36 . . hd`I51.3Z- OD Tuditural Pane t 1 1 . . . . . 9 requiremetits of this section. For the pur- .. . 2"plywood . ... -. , - - _. . l '3/'8I1;7/1t"I W.11".1 I .1 ;'�., - 'NAT. ,L NOT BE USED OR COM 1) IN AINY WAY UNLESSBY WRITTEI N . . . Nails IF " . : - (1310E.k6cI I., LAI Intl �.� . -_1 2. AISI Standard for CoIld-Ftirmed Steel Fronfing- . following materials. ,. I . .: , testelitkith a blower door at ' . . . . . . . . � . . . 24 1 12 xiA�7' , I" - iIi ceinter !Wie" a pressure or 0.2 inch w.c(50 Pa) shall.meet the, in the Immediate SIG. URE 8" . 15/3 rid � 6 . 36 32 '28 20 12 r in . . ' ' poses of-this section, dimensions afid dimensioned sur- 2. Outside each separate sleeping area . .. . . .. . . I with lipecles of edge SIP cl 5 RG 3Z . - cc6rdan6e with Se tion NJ 102.4.1.2. the,divelling tudi. . icihity of the bedrooms.- . . . PERMISSION FROM THE ARCHITE,CT. . .. . , , 2 '. - . � . Presc*riptive Method for Ofie7' . 1. Two-inch(51 rinm)nominal lumber.. .. . in It c - faces slall be exclusive of carpeti,rugs or runners. V . � . .. I . . . . .. . . , a 8 - . :tr as 24�11. .__.:� - . . and Tivo-.F6mily. . . . . . i I be pro�ided wi.th�rhole-bouse mechanical ventilation in . . ..,-. '._% .: . _.... . .: . . I . plies b7ving a ng . 36 36 R6... . - . . . she] . . . . .�_ . . . - 12"fields d I . 3 36. 36 - . . . Dvvellings(AISIS2�0). . . . � ' - .. . � . I . . . . 3. On each additional story of the divelling, including -...- --.----..- � . - --- .- '.., . Q0.49 : _- ___ . . - . � __� . . . . .. 2. Two thickriesses of I-incft(25.4 trim)nomirnal turn: accordance with Sec�on M 1 507�1 .. . . . R311.7.5*.1 Risers.The tiger height shall be not mote I I .� ' ' . . . - __� . .. , . . . � I I . . 3. ICC Slandard,on Me DesIgn-and Construction 0 . .. . . . . t . . !, ics and not including crawl THESE DRAWINGS ARE IN . , . . .. . � . I ------�* , . . . . f her with broken lap joints. - I . . . ; __1_. ! __ .. I . than 7%inches,(]96 mm).The riser shall be measured ba.sernenfs and habitable all - I. . . I . . . . . . -:___. � . . . � . . . . __._�__ I . . . . .. ___ .. iog Stni6tures(JI 400). , . L I- . .. . I . r . . I.. . . .. SECTION B310* , vertically between le ic adjacent treads. spaces and uninhabilablii attics.In divellings or divell COMPLIANCE WITH THE: . � . . ..--. . . ., . . . : , TABLE R402.2 . . . . - . . . .. _1-1 .... ___� .. i 3. One thickness of%1-inch (18.3 miI wood struc� , EMERGENCY ESCAPE AND RESCUE OPENINGS ading II of if with split levels and without on intervening ., I . .. . . - . rs .. -,-,. -! , , * TAuLE R301.2.1.2 TABLE R301.5 I . PECirIED COMPRESSIVE STRENGTH OF CONCRETE . ..... . The greatest riser height wi(hill any flight of stai' shall, ing uniis . smoke alarm . . . . . . . MINIMUM UNIFOnMLY DISTRIBUTED LIVE LOADS . . . . MINIMUM S . a? et IN Ill - R301.2.2.2.1 Weights of materials. Average dead I . tural panels with joints backed,by."/,,i,nc:h (18.3'i R310.1 Eiiiergency escape and rcscue'openlng iequired. . between the f1dinceni.levels, a . . . .SnIS PROTECTION FASTENING . . door ' I ;WINDI]OrINE.DE I . . - � - D COMPRESSIVE 61 R I ' e r squaie foot ' , 1!tls. ... . ! . . . installed on the tipper level shall suffice for the adjacent, I . OOD STRUCTURAL PANELS'I . . ... b (in p_ounds per square foot) . . . . . . . . . _. . MINIMUM SPECIFIE . . . . ..loads sliall hot _mm)wood structural,pi t _not exceed the smallest by more than%inch(0-5 myrI 01 2015 Intmational Building Code . . ' .SCH�DUILE FOR W � - __ I - - . . . ' .' � - ' . - . B s d ever' 'The tr'ad de�th sNall be'no!)as, - . . e . . . Us. . . . LIVE LOAD ION . Weathering Potential' !. em . thickness of 31 in�h (19.1 nim) particleboard asentellfs; habitable attic fin y sleeping room shrill at the lower I*Yet is less III: . . I . FASIEREITSPAGINUtlm so- I. . I . . . CONCRETE CONSTFUCT , .. -- Sever .(720 PnI the combined roof and ceiling ass --One - . . -esdue . .. R311.7.5.2 Trea�s. e I idential Code . .. . 11 lost�. - . TYPE 6R.LOCATION OF, .! ! I 4 4 have not.Ir . . . I . lower level provided th 8 2015 Intemational Res . _____", _ , � . . I . . -Ten,-- . habitablo Attics without 5 ... 0 . . . Negligible -_ . Moderate . t ' . - ,ss than one Operable emergency escape and i ' ' - . the tipper level. � I . .. . . 1 4 Feet tc nin torage. . I I . . � - '. . )ties(on a bolizorital projection)or 10 pounds per . witiF joints backed by %-inch (19.1,mm) parliole than 10 inches(254 trim).The tread depth shall be nice one full story below i . .I I I . . . . FASTENEF1 TYPE spanN paneIRP-111 Ps"illf's" . � � . 2,50(f . . . opening..Where baseinetils contain 6ne or more sleeping t ,. . . . I I . ___ - - - 2,500 2,500 . I * : 1 I . . � . sured horizontally between the vertical planes of ihe, _ . 41 2015jrntemational Existing Building Coole . � - . foundTumls rind other concrete in =f6ot(480 Pa)for fIo6 rd;, I . . 4 feet S a fell S a lost, T.inh.blitebt,attics with limited storatI I .. 20 Basement Walls, - r assemblies,except as . ban' . ' . . 4. Smoke alarms tihall bi-installed h6t ]Esit'lffian 3 tee, . � . . . 30 pt garage floor slabs 2,500 . 2,500 2,500' 11 limited by Section R301.2.2.Dead loads.for, '� t . t rooms,.on emerg6ncy.escnpe arid rescue openi.ng Aboll be foremost projection.'of adjacent treads and a( a right .- - � - NO.' wood s*rew based Hnbilabl!III rind attics served with fixed stairs . Basclnentsin and inferiol-slabs on grilcle,exce . - . . . 5. 66e'b . r�quired in each-sleeping room.Emergency escape aiid res- . . . e greatest tread (914 mm) horizontally from the'door or opening of it 1 $ anchor with 2-Inch embednie", 16 10 8 . . I I __i; . . . ; walls aboVI shall.riot�xcecd: . . .. I . :,-. sir-irich(12.7 mm).gypsum li6ard. . ; ; . fingle to the tread's leading 6dgc. Th . . . * 0 2015 rntemaUonal Enefpy Conservatfort Coole . � I . 40 - and other verfical concrete 3,000' 3,OOV : . cue openings shall.'open directly'into a public wny, or,to a - bathroom that contilims a lbnthtul?o or.Shower urI this I" � , . Balconies(6xietior)and decks'. rl,��t.e . . 2,500' , I ,6: Ohe-quarter-inch(6.4 mm)cement-bas"tii mill1board. -depth-within ahj, flight of stairs shall not exceed the . . 2015,617ternationaI Fitie Code * . . . ,at W.Ils,f...dirtiol 11-111,ex-ri.,w-I . . . . . . � . .. .. . . . length ___- .. . . , ..1 . . I __ I 1. Fifteen pounds per square foot (720 Pa) for � . ... . . i I yard or court that opens to a public way. - - m). . would prevent placement.of R smoke alarm required by . . . � No.I 0 wood screw based I Fire escapes . .40 w0irk exposed,a th�we I attiow or . I . . I. . . . wool or glass fiber of ' - _. ----........- . smaI by moie than'/.inch 0.5.m . I . . : 2015 lntL-Maffonal P10mbIng ISOde . . - I i;�,,-, - .1 I _� werither,and g3TIgC 110 � 3,00W-"r � . . -frame wood walls. . , � !-Batts or blankets of mincial . id rescue openings.Emergen - . .----.. ..__ ____�__-_:----- --I- Section R314.3.- - - . . . I. � 3 2020 � � 16 12 9 ,,.r . . _ �AAR �., i- _ - ,,,,.,�l 1, 3,500dF: exterior light .. , a I ndIralls shall ' ' mbednient I 20(p . art 5 ) ,ps expciacd Jl.lhe I . 2.500. I I . . . . stalled in Such a arianher R310.2 Emergerspy escape a' . . CY , 'Is.Ha' be provided on not . I . . . � anchor with 2-Inch e . . Guards and hundrailsd . I I .. . . I - I -. qi R al Mechanical Code I - I � I . . , ..- 70 pa)(6r . , , . ' I . � , , - I . * . . as - _ _ q n p6bnds peF square foot(6 . other approved materials in L � cue openings shall.have mininnuifi dimentions I 3il 71)jindirii SECTION R315 - 41 2015 Intemation .i I I I I length .. .. ..� . I , . 50, , � fabs- .,.. - . _ - ��_____.- . - -_ - 2. Fourtee . :. cscape.and res : less this' . . . -fit _________. . as to be securely Felained In place. � . . . n orte,side of each continuous Jim of treads.or flight � -1/4-Inell Ing screw bnsecl anchOr Ouard In components' . . , 7_.I�� . . . . . . as specified in this section. . . . ; . . . . . 0 '2015 14emational Fuel Gas COIJI5 . . . � .. � � 16 16 - 1. . exterior light-frame cold-formed steel walls. , . . . '" . ore risers. a .. . . CARSON M014OXIDE ALARMS . . . . I . - with 2-Inch embedmcnt length . Pritsenger vehicle garages' . 50, ; . . . . . . 8. Cellulose insulation installed is tested in.accordance lo.2.1. lylinjuium opening area. E . with four or m- . . . . erty Maintenance Code . � . . : I . . er squire foot.(480 pa)for Inte- I � R3 mergency and ; - i R�15_1 Glitieral.Carbon monoxide alarms shall comply will., 6 20151ntemational PrOP . . - 4,I l 40 ' . . 3. Ten pounds V. . . .1 .7.9.1 Height. �rmdrail height, measU,6d verd- . .... . . . -25.4 mm,I fIxo,304.8 mm, Rooms other lhon sleeping root,is F ! . . __'___ - . - . * with ASTM E I 1 9 or UL 263,for the specific appli- . R311 i . . . . rior Iigtit-fiir�e wo6d wells' I . � . -cscue openings shall have a net clear Opening Of . Section R315. NFpA 7o.-National Electric Code(NEC),2017 edition . . -1 � - . - I mile I hour-0.4,11 m1s. - . --- 4.4.2.2 Perforated Shear Wall Adjustments I . I . . . . I . 30 3. , I . . cation. " ' - . . . : ,. escape i 530 Fit'). The net clear ! Cully from the�loped plane adjoining the tread nosing,or . 0 . . . � In ilia ailit,unininle;design wind speeds,It ,and a 33- eping rooms - . . . not less than 5.7 square feet (0. a noxide alarms shall be -Je Supplement 1.711,,,,ble Is based A . . . I . perforated shear wells * .1 I . Five pounds per square foot(24.0 Pa)for int'e. ets or lbiniral 6ir glass ired by this secti6n, :shall be .finish surface of rainp slope,shill be not less titan 34 III Listings. Carbon mo : 201T Uniform Cot . . foot"lean roof helo, . . . . When . are used, the shear wall . 4. s �* R302.11.1.1 Batts or blank opering dimensions requ . I listed Ili accordance with UL 2034. Combination carbon . 1I -1 My . , -rrime cold4ormed tee)walls,- . . J StBirs � 3.17A and 3.i 7C shall be . ;i6i light . inches(864 mm)and not more.than 38 inches(965 M . ... Ibcr or, obtained by the In ---.. ___ , . . . . , I 2ol Supplement to the NYS Ener I 6.Fasteners shall be Installed ni opposing ends or the wood sluticlurol Panel. - I .- length requiic!nients in Tables . . . . fiber. Batts or blankets. of mineral or,glass r ormill operation of the emergency escape .. . ---- In . py Conservation . . d not less than I inch froni tht edge of the panel. . . 11-height sheathing length . -' ate'lais shall be peirrilittitid I � orI and smoke alarms shall be listed in accordance . I . Fosieners sholl I locate II covednit with on . . . . � . . . multiplied by the appropriate fit . .5. Eighty pounds per squilire foot(3830 PR)for 8 other approved nonrigid an n . rind rescue opcniiig firom the inside'.The net clear h6ight R311.7.8.2 Continuity. Bandrails for stairways shall ' ' . . . . Consftuction Code, (revised&g,2016) ____._.__._ _________._ . 11 . . I : . c,Anchors shall penetrate 1hrough the exterior into the bulldinj frame . . aqjqitment rictors in Table 3.17E.Combinations of iden- . inch-thick(203 mm)masonry walls. � for compliance with the 10-foot(3048 mm)horizontal ,r' with UL 2034 Find lJL 217. - . . - ..--. - - N . I embedment length or not less then 7 Inches Rc I . . . . opening shall be not less than 24 inches(610 mm)and the becontilipous for the full length of the flight, from a ... . quiredl Carbon i'nonoxide alarms she.11 be . . . . I , . . I I le'l not less ilia"V.1 hes from ilia edge oi . rated walls shall be . ' lei Flows of'I. net clear%Wdth shall be not less than 20 inches(508 mr). poi.t diiI* above the top riser of the flight to a point* II Wheie re . I . . . . I . . Fasteners phall be loca . . . I . tically sheathed segmented and pe6b . . . fireblocking in walls constructed using paral . n - . . . . concrete block or concrete, . .. . . . .. . 6. Eiihti-five pounds per square foot(4070 Pa) . .. . . ... . __ andrail provided Ili accordance-kith Sections,11315.2.1 and R315.2.2'. . _^C::*�11 7_t.===) . a shnll be n,inched using . permitted. . . studs or staggered studs.- . * . - xception.:Grade floo.r or below S . . directly above the lowest riser of the flight, H .: . . ... . . . . , . .. .. . . . . 1. �.....Ir_ . II - /mI ,I* II r.=R0I=1 I<=T#-J ,. - . .panels ittacbed to mus0lirY or wasonrylstuce . . . fo(6.-inch-thick(152.man).concre.te walls., ... E rade openings shall. ends shall be returned or shall terminate in newel posts' * - - . . . I � .. I .. .. I . . .,. _..,� . .;� : I. r d vibrailon-resislant�Anchors IIII an ultimate.willuirnwall cninichy of not .. .-..--� _. . . . 3.4.4.2.3 Hold-downs Hold-downs with a capacity id . I unre foot(480 Pa) for SIP R302.11.1.2 Unfaced' fiberglass. Unfaced fiberglass net clenr opening of not less than 5 square feet . , 11 R315.2.1 New construction. For'new construction, car- __ I w--.- .-F=_-_2S-Ir=::IE_iF-,�l1S_ -<=:r-- ' . . . . 7. Ten pounds per sq . ......,_.... . . re : , .have a ., . . : . I p . . I—.� . butt insulation used Bs fireblocking shall fill tbe.�nti . . (0.465 m'). . . . I . . or safety terminals. liandrails adjacent to a wall 9112 bon momixide alarms'shall be provided in dwelling units - . less then 1,500 pounds. ' I *TABLE R401.4.1 accordance with Table 3.17F,divided by the a propriate '6115. . . I I . h t less that' I I/, inches (38 mm) . - _____._ ns" ' .w . . __:___�_---- . . -13EARING . . � . .. r_........ CrOss section of the wall cavity to a heigh . . . . . . .r . . � PRESUMPTIVE LOAD . length adjustment factor in Table 3 17D,fire required at . I . t of mat less - I . . between the wall and the handrails. . ' .� . where either or both of the following conditions exist. --.I,**, . ABLE 11301.7 . on, Fire- R310.2.2 Window sill height.Wilere a window Is pro - . 771�-el ' 1 %I� "I . RAL MEIVIBERS4"_ VXILUES OF FOUNDATION M ERIALS' lie end of each shear wall segment or at each end ofa per- R302.11 Firelilocking. In CdMbustible consthicti I than 16 inches(406 mrh)measured,vertically. Where _......-- - Z k� 1"`:::� "I . . LECTION OF STRUCTU N It . . . cope and rescue opening,it shall __...... -_-_7=7.7 1. The divelling itnir contains a fuel-Fired appliance. I ---�.- ' � . .ALLOWABLE.DEF . - ALLUWAIIIII . . I � . LOAD-DEARINa . e ht shear wall segments blocking shall be provided to cut off both vertical and JI piping,conduit or Similar obstructions are encotrintered,� vided as the emergency es . ---.. . . . . . I 11 . . --_ , � t_A,-A$::_ - -77 . I t forated shear wall.Wil re ftill heig I . _._..C:5iRf=_,lI�-_C;%r-- 7. .. . . . .84TIUCTORAL I MEMBER . . DEFLECTION . CLASS OF MATOnIAL . � PPIESSUPIE . cet at Ft comer,a single hold-down shall be permitted to zontal concealed draft openings and to form an pffective fire the insulation-shall be packed lightly aro haVi a sill height of riot more thim,44 inches(I I I 8 mm) . 2. The divelling unit has ari attalbbed garage with an . . I I w! � w-. .33<7 1 PJ L.IiI . I I . : - , L (pounds per sliders loot) I m . . . : above the noor; where the sill height is below'grade, It . . opening that communicates with the dwelling unit. 0 1 -'Oerl;hriving slopell IZ,,,Icr than 302 with . . . . . - . rics in both directioni; � stories,and between a top story and the roof . . .. . .. . i . ' . . 190 ED ARO ,_ I. . : . I III . I - U180 be used Wresist the overturning fo c barrier between . . obstrucdon. . . . . ow well In accordance with _. � Hitched to rafters-, __ . . 12�000 - I I .. shall.be.ptovided with a wind . . s r airs and additions. Where -\V,I --- - - . -_ ____ hinishid ceiling not a ristollinobed1rock . I R315.2.2 Alteration , iep . . H1180 I , .. 5 I he comer framing in the adjoining Walls is fastened .spiace. . R302.11.1.j Loose-fill Insulatlon.materfal.Loicise-Iiiii � ,. . . .. . . . . . P 7.1 , . when t . . . I . Section 11310.2.3. I. . I . : Mit occur, I fn_ierlar walls and partitini ocid-framed construc- fireblock . : altero6ons,repnirs or additions requiring a per 1) I . . -Fioors . - ::`!_ -b). ; Fireblock-ing shall be provided in w Fition material sh�. - I 1. .....I, I .� or where one or more sleeping rooms are added or created . 11 , -,- ... - DRA:1*1NG NO: ' _� Sedimentary sad folinled rock 4,000 ' -horizontal area ol"the win ,... : . % 1. . together to tronsfer tile uplift load.(see Figures 3.8a insul 11 not be used as a I I. ____ I � . . I ' or grrivcl(OW and 11I 3,000 - . don in the following locatiorI . unless specirically te§tcd in the form and rranner 11310.2.3 Window wells.The I,I I I unit slifill"be .; ,;,% 0 RAYDONER,ARCkITECT * . . r......5,q(including plaster . Sandy grivel and/ . . dow well shall be not less.titan 9 square fedt(0.9 nI with .,I in existing dwellings,the Individual dive �% ( . . Ce....r-5 o U.___- . Lt360 . . , . I �. . titions,includ- intended for use to I . ....., CC. . -4 ARCHITECTURAL DESIGN . <7r- 5: . . . . , and, illy send,cII a ' I I . . 1. in concealed spaces ofstud walls and par , .d4onstrate its ability to rentlain in ess than 36 inches equipped with carbon monoxide rilarrin . and stucco) and,silly grave! . . i' . . 1. . . . I . . I S, I I place and to retard the pread of rife and hot gases. a horizontal projection and,�ridth Of riot I tell for new dipellings. s located tis' . , I I Ln4O Sc,GM 2,000 liel Tows of studs or stng- � . . -,.-. ..--.. - . .... . . . requh � .I. ; . . IIIIIITER11011 DESIGN ' Ceilings with flexibl.e . I 8ndcI.yeygro,veI(SW.8P,SM, . I ing 6ried spaces and para . . 9� . ' . . . .- � * .1 PLANNIMG 9 DEVELOPMENT .. . OATE: 'I - =*e?- -2-'C::" - - . . . board) . . __ .. and CC) . . . gered studs,as follows: . R302.1111 Fireblockin Integrity.The integrity of fire- (914 min).The area of the window well shall allowthe . . ,.___� . * - .. . . . . . blocks shall be,maintaife . . . . . .r emergeric.y escape and rescue ope.ning.to berully opened. R315.3 Location.Caibiin monoxide alarms in divelling imils ... ' I .;, . . . . . � . . I, . . All other structural in arbors . !'. , cloy,sandy,silly clny,cinyey sill,silt and 1,590, . . I . . . 1.1.Yertically at the ceiling and floor levels. . 17 � I I% RESIDENTIAL-COMMERCIAL�INDUSTRIAL :- I � I I Exterior walls-wind., 111360 �TA 13 LE P301.2(l) 1 .. . shall be Installed ou . ..'.uiV!.. lon, w5n plaster or I . . I. . . 95 RICHMOND"ENUE I .. sandy siliclay(I MIL,MH and CH) - I . . .____=__� tside of each separate sleeping area in tile stucco finish -_ . . . . - . . : - I CLIMATIC AND GEOGRAPHIC DESIGN 131`111TERIA- I . . . . . -ooms cf) + . REVISIONS: � I . ... . I � ___M - 1.2.HorizOrI at intervals no( exceeding 10 feet : . Immediate vicinity of the bedi . Where a fuel-burning . , tX Exterior w1I 1,I with other brittle . �U1240 * . . � MEAN . it oi its attached bath- �,%_ a 02A ! - S.AMITYVILLE, NEWYORK 11701 . . I I . . . - ooi ��,.>, � I - SUBJECT TO DAMAGE FROM 1 I IIInTEIR ICE BARRIER Ain . . . .-` * * applicinre is located.within it bedi . . �7 0 1 I . 71�1��-��`� 11 I . . I 0 ) . ..- I - . � � . � I I - -.1 - � - :T...,, , , , * "I- T I H , * * I - I- - - I- - '..'.---.,..,.- --�; . .. ; � : , r I I .... : I I . ." I .1� F - I I .1 .1 .t I I I 11 . . �-- W!Nb�_QESIGN A SEISMIG � . FLOOD FREEZING A"NNUAL _. -- - - -.-- - . I ' / . Finishes . . . -- Frost lini, - DESIGN UNDERLAYMENT � .. room,a carbon monoxide nittrin shall be installed within the (631)691-1 71 8 rAx(631)691-1719 .. ..H/12. ,TV-1,tj INDEX, TEMPI . . . I P,tprinr WRIIIII-wind loods'with flexible Finishes - SNOW. Speed' Topogra to special w,ind .bar,,,! DESIGN rermlle* REQUIRED' HAZARDS9 � . . . '___ . bedioolli. ! . OF NE41 I . U600 ... LOAD :(mph) effect region clebriszone. CATEGORY' Wanthering" depth' . --TEMPI . --------- _____�___. . I r=MM: R.DAR.CH11TEQT@YAHQ0 ,C0M .. - __ -I I --- V. -h -+W; I ____- . � . . . . . I . . . . . . . __ . �-.=- . - I - � AI :5 0-1 . -.34I NO 1 11 . � - . - __ - __ '�__ __ . . . . I . . ...__� � . . ! . ) I ___- ;C_40 -_.111111111111111111.1,� ____�___��______ -_ . .. . � __ A 4:L .--.-- __.,-____ ..-.I-.--- .." .. . , . . I . - =�mr.om . 11 r.. . I I . - . - _._________ . ; . . , . . I . . I � . . . I I ___ ----- -�. __---, I . . . . � . . I . . I . . dill-_171--_-__- _rm__��'- . I . . I I . . .. I . 140 gr i 4," �'•a•'1To t � 3, �•sTS �S -sOw"► 4- Nj4CW -Gel - �o K IGfa "Y �P tt-. . car► _�cooT- F'� - 3 .4•°' -rw 5<700 A Ix •4,-� Tw 2�43^� TW 3crq��-� --xr`V t qL r O N 6,. V . To `- s�.��- M V. �. Q �?J[6 [6 2x� J rs R G aR r6••o�- •. �O r � p ��U �,tom, ►��s - - .F_ NaT'F� !t4 ` ►t0 -r1N 21aq 3 ¢ 2 SD - , F— ° a ^.i . -.I, S FKo' r:�c,.pt •+,.7 --- _ --- ------- - 5MAIS 1Z 7T7I 1 Mtcft-our.. ,1 el' �.$ t,F.v! ^' TLsGo9 1 .�i � � - ---- - -- IAC x cue / .. RBey'1 pt�� N. , a � � � tt6ih j __ eb`°�. �g p ��Z- .. ( - - � , ''� �,� ` o I � �kl Y' k$ � d • 110,E � � IS J ri - .WY - � xg `� N O !. -- 1 - T t F A• r. rca�Tt..IG.' ..��o. 1 t b _ p� X 3 X ` __stagy a_._t�r:t_�_swa� . as vr4 _ � � % N � - - 1 Roans► y s M-W c7x 1,6 i ,. J —n��"'°-rn-�""^"'"'.'�'1�.,n �*.-^ ,'•^¢++A f_-'_..-:__._... I'a.F( r •-s �'L .. M _ v + ~ '�• " y --- ---_.,• . 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BOND �O RAY DONER,ARCHITECT DRAWING NO: r-i,l.pL.--- Q .1 ARCHITECTURAL DESIGN •"' INTERIOR DESIGN DATE: a PLANNING I DEVELOPMENT .�Z•ZC • r; " �_J RESIDENTIAL-COMMERCIAL-INDUSTRIAL 95 RICHMOND AVENUE VISIONS. . . �'!Fes-��-....:--�; �- ---�L-�r.�?::. ._ �Yt6"= t-o" �q0 024`d��0��- � S. AMITYVILLE, N EW YORK.11701 - .. `,' 631 691-1718 FAX (631)691-1718 ' ;, ::.:::��:1��•'Ti�1GG:_-_Gol•aC�I-T-I-vi�:�cj-........ ._. .. . ' ----- _. _. _ OF N�VV E .-.. _ � . MAI-L: RDARDHITFGT@YAHQO,�gM I rX. - y� t7 • ' _._. _. . _ ----. _. -.. ' --.. r til l �. - - �:L)2'�S � �jl f7t..lGj • 3, S . / . . G:J r4 IEi� - 2 ZVC4 a - ` 0 tom' rvsj .. ... .......:.. . ..�.. . -.,. N r 1� ,� . . ! ,.tra• �, .�.T mss. • IV- ' - -- � ��aMa✓F W -- �I 0 CgF�r•-�.3G� -- f / - F t g'. ,6.v J.at7'rJ• vJ�'' - f UT I A. Now Ell - WES t ► - „•►t4lc, I Im- - -- ` ` +fie ` . .. . ...� IF=t4 t c,l-� � • I ;. ..«. - ,.,„».., ...,.,,.•..,,, ..,,,.,.., � GOr-IS"I ►''"'vCT' �K�=-�(C712 �,./�p.T71�. • : . � . V,AR 3 2020 - --- - ----- - .. . �-�yGS` I c�'i�aice- . •1�— �� l i�� • E D AR Cti a. 5i pla. 00 ��\ ��pND D �� RAY DONER,ARCHITECT DRAWING NO: eN :A ARCHITECTURAL DESIGN • .,..:,..-.._s>�'�.��I��--'�.. .../d`T 14�__::;...:. �::�'•__I _4 INTERIOR DESIGN DATE: •� S � PLANNING d• DEVELOPMENT i • r, M�_ RESIDENTIAL-COMMERCIAL�INDUSTRIAL J, 95 RICHMOND AVENUE REVISIONS: �' O 024 S. AMITYVILLE, NEW YORK.11701 • 9TF �� (631)691-1716 FAX(631)691-1718 �� NEW tMA14; RDARCHITFQT@YAH94.COM • I CUT PLATE TIED WITH STAGGER JOINTS 24 IN.OR SECTION 8406 SECTION R1004 TABLE 8703.3 1 - SINGLE OR DOUBLE 16 GAGE STEEL STRAP. /USE SPLICE PLATES :E FI FOUNDATION WATERPROOFING AND FACTORY-BUILT FIREPLACES SIDING MINIMUM ATTACHMENT AND MINIMUM THICKNESS TOP PLATE SEE SECTION R602.6.1 / SEE SECTION Rso2.3.z CONTINUOUS RIDGE VENT&/OR Figure 3.10b Ridge Board and Ceiling Joist Detail DAMPPROOFING TYPE OF SUPPORTS FOR THE SIDING MATERIAL AND FASTENERS „ill 81004.1 General.Fac0.uy-built fireplaces shall be listed and GABLE VENTS&/OR METAL ROOF R406.1 Concrete and masonry foundation dampproofing, labeled and shall be installed in accordance with the condi- NOMINAL JOINT Wood or wood Fiberboard Gypsum Foam plastic Number or Ridge Board SIDING MATERIAL THICKNESS structural Direct ' VENT A HIP OR SUED ROOF. Except where iequired by Section R406.2 to be waterproofed, tions of the listing.Faclury-built fireplaces shall be tested in TREATMENT sheathing sheathing sheathin spscIng of .,), FULL-HEIGHT STUDS Q (inches) panel sheathing to studs foundation walls that retain earth and enclose interior spaces accordance Willi UL 127. Into stud Into stud Into stud fasteners ADJACENT TO HEADER Into stud SEE SECTION r. w' ---- ' -----"' Collar Tie(Collar Beam) and floors below grade shall be dampprooFed from the higher 81004.2 hearth exleusions.Hearth extensions of appro W R602.7.5 �•r OVERFRAII IE RAFTER. Rafter (Located In upper third of of(e)the top of the footing or(b)6 inches(152 mm)below.the Siding nail Siding nail Siding nail Siding nail factory-built fireplaces shall be installed in accordance with 1 3 1 3 FIREBLOCKAROUND - attic space)(see 3.2.6.1) top of the basement floor,to the finished' Masonry walls the listing of the fire lace,The hearth extension shall be ri!dd• Steelc 29 a. La 1 /j 3 x 02/13 x 02/13 x 01113 14 x Not Same as PIPE _... a S P, g P allowed studs spacing .1 - shall have not less than /, inch (9.5 mm) Portland cement 0.1 'l 1 ] ) ) p g SEE FLAT VALLEY SECURED TO EACH ily distinguishable from the sun'ouuding floor sten. Listed 4 f + SEE TABLES R602.7(l) � ar�in applied to the exterioro�the wall.The parging shall be Staple-l-/q" Staple-2/Z' Staple-2/4" Staple-l-/4" AND R6o2.7(z) ( ) RAFTER W/(3)16D NAILS. INSTALL 1 1/4" ¢ ,8 g.PP P 8 g and labeled hearth extensions shall comply Willi UL 1618. :- METAL STRAP(�RAFTER dampproofed in accordanep with one of the following: -- ---- 0.120"nail 0.120"nail X 24"20 GAT, (shank)with (shank)with TRIMMERS ,4s SECTION R1005 0 120"nail 16 inches ori, OR 1. Bituminous coating. FACTORY BUILT CHIMNEYS (shank)with ( 0.120"nail center or a ' TO RAFTER 2. Three coeds per square yard(1.63 kg/m=)of acrylic ' a 0.313"head a he (shank)with specified f 'SFMPSON' P R1005.1 tsting.Faclury-built chimneys shall be listed and Vinyl siding16-gaged WALLSTUDS / modified cement, y 0.035 Lap or 16-gage dor a 0.313 head allowed b the ,� SEE SECTION R602.3 HURRICANE 0 a0 1 --••• labeled and shall be Installed and terminated iri secbrdairca (see Section 8703.11) or Willi 16-gage Not H5 -' st w t y •• IN RAFTER. 3. One-eighth-inch (3.2 mm) coat of surface-bonding Willi the manufacturer's instructions. 3 staple with 3/8-to 1/2- staple with Section manufacturer!i CLIP 16"O.C' ' r ement complying with ASTM C 887. - ' - /g-to /-in ch inch 3/8-a 1/2- 8703.11.2 instructions or 3 --- Ceiling Joist SECTION RIO06 crown ' h h testreport'j. FLOOR JOIST CEILING JOIST 4. Any material permitted for waterproofing in Section EXTERIOR AIR SUPPLY crown inch crown SOLID BLOCKING ' parallel to 8406.2. _ ' ' 81006.1 Exterior all,. Factory-built or masonry fireplact$1 Wood rustic, 3/ min. La Face nailing, I rafters 5. Other a roved methods or materials. ' 8 P u to 6" ' BOTTOM GIRDER pp covered in this cha(rler shall be equipped with an exterior R6 drop 8d box or widths,1 natal PLATE FLOOR JOISTS Exception: Paigin of unit masonry walls .)s not supply to ensure proper fuel combustion unless the room / 6d box or 6d box'or 6d box or 6d box or siding nail %"llIA.LAG BOLTS]6"O.C. -� required where a material is approved for direct appli- mechanically ventilated and controlled so that the indol Wood siding Shiplap 32 (2'/2" per Bearing;µ, DETAIL WHERE GABLE ROOF IS __ ca p r l suly°' _ (see o x 0 09 x 0 09 x 0 x 0 09 S1 O• __ tion to the mksonry. re's neutral or ro '' ec siding siding siding i 0 113'x Widths,,u; t' MPSON'U210 HANGAR 16" C. Concrete walls shall be dem roofed b applying en one ) - - .5 Bevel average/16 a (2" 9„) (2„ 9„) (2" 099" (2" 9" ) an over pressure �� (see Section g Lap ding nail ding nail ding nail) siding nail) OVERFRAMEll UN'TU MAIN ROODSUBFLOOR - Figure 3.10c Ridge Board and Rafter Tie Detail ate d Section 8406 2 o x But(of lbs listed dam proofing materials or any onof the water- 3/ nails `psi - ;proofing materials lisle in S the exterior of per b snag;;`; --- ------- CRIPPLE TWALL-02 g AC4 EACH SFDE(4X4 POST) the,well. SEE SECTION R602.9 EACH SIDE(6X6 POST) B hP 16 P e g R406.2 Concrete and masonry foundation waterproofing. Wood PRP-210 l/ 0.099" I 1 x 0.099" edges 12" Ridge Board 21/"x 21/"x 21/"x 6" anel i AC6 In areas wherd a g g(exterior grade) g 2 Note a 2"x g sl al siding al sr at 2" g inter. SILL PLATE ) ---- Collar Tie(Collar Beam) co ditio s are known to exislaext or tau dal on walls that (see Section R703S) 3 sidin nail ding nail ding n '1 ding nail siding nail sup. I / - 0.1 3" 0.1 3" 0.1 3" g FOUNDATION (Located in upper third of retain earth and enclose iurierior spaces and Boors below L------ - - --------- WALL STUDS Rafter attic space)(see 3.2.6.1) Wood structural panel 2/"x 2/"x 2/"x 2"x 0.099" 8"aloe 'wa W P 2 2 2 �"ads shall be waterproofed from the higher of a the to of Note a 2"x 0 099".•; g Igr rP (- ( ) P lap siding(see Section 3/8-`/2 Note g siding nail . 0.113" 0.113" 0.113" siding nail bottom edged 1 IN.BY 4 IN. , yyilte footing or(b)6 inches(152 mm),below the top of the 8703.5) siding nail siding nail siding nail ail DIAGONAL BRACE ANCHOR BOLTS EMBEDDED IN „__,_ _T I+ �asemenl floor,to the finished grade.Walls shall be water-' LET INTO STUDS FOUNDATION 6 FT.O.C.MAX. f'ptoofed in accordance with one of the following: For SI:I inch=25.4 mm. Jt CORNER AND PARTITION POSTS PORCH ROOF DETAH a. Aluminum nails shall be used to attach aluminum siding.1. Two-ply hot-mopped felts. b. Aluminum(0.019 inch)shall be unbacked only where the maximum panel width is 10 inches and the maximum flat area is 8 inches.The tolerance OOF PITCH(SEE SECTION 2. Flf1q-flve-pound(25 kg)roll roofing: aluminum siding shall be+0.002 inch of the nominal dimension. ACQ l c. Shall be of approved type. ;• , I Six-mil(0.15 mm)polyvinyl chloride. /4X4 OR 6X6 WOOD POST l d[ELEVATIONS). Ir'-'-, d. Where used to resist shear forces,the spacing must be 4 inches at anal edges and 8 inches on interior supports. 4 Six-mil(0.15 mm)polyethylene. APPLY APPROVED SHEATHING OR BRACE Rafter Tie e. Vertical end joints shall actor at studs and shall be covered with a joint cover or shall he caulked. t ��`�• EXTERIOR WALLS WITH 1 IN.BY 4 IN.BRACES LET Forty-rail(1 miri)polymer-modified asphalt. L Face nailing:one 6d common nail through the overlapping planks at each stud.Concealed nailing:one l 1-gage 1 /y-inch-long galy.roofing nail through INTO STUDS AND PLATES AND EXTENDING FROM NOTE:A THIRD STUD AND/OR PARTITION INTERSECTION '/i'DIA11I.GALV.BOLTS 16"O.C. , (Located lit lower third Yr - BACKING STUDS SHALL BE PERMITTED TO BE OMITTED ' top edge of each plank at each stud in accordance with the manufacturer's installation instructions. BOTTOM PLATE TO TOP PLATE,OR OTHER of attic space) APPROVED METAL STRAP DEVICES INSTALLED IN y _ R]6"O.0 . THROUGH THE USE OF WOOD BACKUP CLEATS,METAL 'SI11tPSON'U210 IIANGA g. Vertical joints,if staggered,shall be permitted to be away from studs if applied over wood structural panel sheathing. DRYWALL CLIPS OR OTHER BACKING DEVICES THAT f ACCORDANCE WITH THE MANUFACTURER'S h. Minimum fastener length must be sufficient to penetrate sheathing other nailable substrate and framing a total of a minimum of 11/4 inches or in accordan SPECIFICATIONS.SEE SECTION R602.10. WILL SERVE AS ADEQUATE BACKING FOR THE FACING - -`T--'---- '-'-��- --- ------ -_-_ manufacturer's nista MATERIALS. - - with the ma installation instructions. 3.2.6 Special Connections R905.L2 Ice barriers.In areas where there has been a his- _ FIGURE 8602.3(2) 'SIbIPSQN'H3 HURRICANE CLIP 16"O.C. FRAMING DETAILS W'DIAM.GALV. s causing a backup of -- -- - TIO J 3.2.6. Ridge C 1kequlr of ice forming aloe the eave THRU BOLTS OR OIST 12"TYPICAL. i Connection ements `y to g p water as designated in Table R301.2(1),an ice barrier shall .1 •t _ • Ridge connections shall be in accordance with the g ILL.-Q l• DECK JOIST f° be installed for asphalt shingles,metal roof shingles,min= �$ ��C tom, - -- 3 , - - - requirements given in Table 3.6. Prescri t ve solutions rat surfaced roll roofing slate and slate type shingles RiDGE BEAM.' ? p 1 e ifor ridge straps are provided in Table A-3.6.Where ridge wood shingles and wood shakes.The ice barrier shall con- Gt tN� �� - \ �`,.(r�'Dao/`sey, -GIRDER "straps are•used,they shall attach to opposing rafters. sist of not fewer than two layers of underlayment cemented • ' RAFTER. F. together, or a self-adhering polymer-modified bitumen G�+pV4 „ (.:. EXCEPTION: Ridge straps are not required sheet shall be used in place of normal underlayment and C4 EACH SIDE(4X4 POST) COLLAR TIE extend from the lowest edges of all roof surfaces to a point � r �� - AC6 EACH SIDE(6X6 POST). r.. when collar ties(collar beams)of nominal i x6 or g 2x4 lumber are located in the upper' third of the not less than 24 inches(610 mm)inside the exterior wall A- sruw �'S� �"CPt�`� ' , _.. 114. pp line of the building.On roofs with slope equal to or greater 'SIMPSON'PB66 FOR 4X4 POST attic space and attached to rafters in accordance - 'SI114I'SON'PB66 FOR 6X6 POST with Table A-3,6. than 8 units vertical in 12 units horizontal,the ice barrier i r. -. - • ._ ,• - _ ti. __. shall also be applied not less than 36 inches(914 mm)mea- sured along the roof slope from the eave edge of the build- off POURED CONCRETE FOOTING J� GE ASPHALT ROOF SHINGLES(NAILING 8905.2.5& -- _ 24"1 Y."WiDE 20 GA.hiETAL STRAP _ ATTACHMENT 8905.2.6)OVER. ' SEE TABLE A-3.6\VPCH'I FOR NAILING \ O � t� t-�� REQUIRrhtENTS. 15#FELT(R905.1.1)OVER'/:"CDX PLYWOOD �x t _ SHEATHING OVER RAFTERS @ 16"O.C.(SEE PLANS f- tZ .�OfS�S X f.. )a JGtgTS -� HURRICANE STRAP - H7Z FOR SIZE);2"X4"COLLAR TIES @ 32"O.C.;CEILING r o' I1�'C I� ' f d t t oG, `SIIIIPSON'HURRICANE TIE OR 1'/." JOISTS @ 16"O.C:(SEE PLANS);R=30 INSULATION; 20 GA.GALV.STROPPING „ --- T� -1ZX4 S PROVIDE 1 AIR SPACE;INSTALL ICE BARRIER. Ta �� X��' 0 1 Z'• G.G . • xiST�••t F ��'-Y� ��- Gol.,tJ�nnt�$ �6�• t• PORCH/DECK DETAIL s 8905.1.2. __ __ •- ._ --- -- .l t a 2• ----- - - 2"'X VENTED BLOCKING -- _-- - 1.:Z 3-a METAL GUTTER OVER FASCIA _ !:f'�.�'rG. .S'/ LstAu. WALL to WALL ASSEMBLY M 3.2.2.3 CONTINUOUS 2"VENTING SOFFIT. •�t t Pg` 7 f�• VI Pte- AT s)•`,ct� WFC / -(Ili [ L• -Q 111 --. .� BtlMP Oc)T'• �' " N SIDING OVER HOUSE WRAP OVER FOAM INSULATION C !(--T- J "Oro,--5 N -7' _ =3.3 it F_v� I � � • Fcc%fa(��/��,�'•x F'JT s r� �P I I 1� � • OVER%"CDX PLYWOOD&/OR'W'OSB SHEATHING G�'f(»» /dOTi�•., I a �{ ', a R 2"X4"WOOD STUDS a�16"O.C. _ 7-7 OVER L Q l5 � '' 8 �''',c�t,c. . 1 i� iZR (2)2"X4"TOP PLATE .-�`--- 1`I PjAcr- A80 - r 11/4"WIDE 20 GA.METAL STRAP @ 16"O.C. + O � ( C4-�SF� c� rg ' ' •--•t} � •�� .�;%. b I sr�IrsoN • 2"X4"CONTINUOUS i I •Z•x c. p t �r sTngrlo-nE AC STUD WALL.'-•--�-..�� N BEARING BLOCK 1 `- � - �• ' � i � �, "' o» � -_�•_ sntlr,:o . , NEW FLOORJOIST. DETAIL WHERE NEW SECOND ! _ •r - --M -T JOISTS ARE INSTALLED 000 t p... 4j" TC�I�T��PO��i C�� Nr !T�, Tale • r F.JTS -� 'SIIy4'SON STRONG TIE AC - FLOOR J S tr 1 STRONG TIE H 1 ABOVE EXISTING CEILING. I Z EXISTING CEILING JOIST. g S • �H - - lrootvtr - 3• gt ( Ilv[P %:"DIA.ANCHOR BOLT t _ W/MIN. 7"EMBEDMENT I'A"WIDE 20 GA.GALV.STRAPPING VJ1,J�'�v � a .II '+'?4'GF_tc.• (EACH STUD)MIN. 12"BEARING ON 12 • 1 _�� FRAMING. trF.r�F..r�- t' PRovlriE JDi5 r 1 ••�- IIAiIGERS AT a, (F'Csoej ��,tJ- * [( f INTERIOR IUM loIsr TD =' O �t/o77�-:-.4 T-v rA&z - i.�.r;naa c. �ac•4-s-1vc+ ` 7 �__�.NlAlit �/Q..o.4=) Al :t?�� /aGa2 " +FLOORJOLST CANTILEVER �s'f p R=I$ 0 4 CS'IMtI�i.� •:-N/.>nFt��.F��C' B�.�cYz«•t;- �;� STUD TO STUD iQ N - - CONN(ECTION I L c rs?a t STI a G Gc1a+tG. oda 4-+&cLae- ./7'r., t-�lr!G �f R-3c1 ' ',f/>t.,t., ,e►lra t:� i"-c�1-t„f� :r. INSTALL FIREBLOCKING(302.11) c tl C Fi=fSINSULATION. of c D $t-IOu�ri tJt•1 51•�/a '/'2"GYPSUM WALL BOARD. • - .. I I k 8 ' „` - - EMT I;l� >N k LAB ON GRADE E , /4"PLYWOOD SUB-FLOOR SHEATHING OVER I' SI1viPSON STRONG TIE ABA44 OR 66, 4 ` 4"CONCRETE SLAB REINFORCED W/661010 WELDED WIRE FABRIC OVER w FLOOR JOISTS @ 16"O.C.(SEE FLOOR PLANS). i 6 MIL VAPOR BARRIER OVER COMPACTED FIi T "T-�'M• l " _ ASSEMBLY 1� -=-�LI,PITCH4 TO Embed 1/2"dia. gals.bolt 7"into concrete,' WALL ASS ( OVERHEAD DOOR. AT PORCII,' To FOUNDATION ACQ(2)2"X6"SILL SECURED TO 8" -::.: __._.. ..__-- a / POURED CONCRETE FOUNDATION WALL&/OR -- Iz N -__ sill 17: WFCM 3.2.2.3 (� (� _.� 8"CONCRETE BLOCK(TOP 2 COURSES FILLED `) ` 'Ra( y _ BFJif21NG , N SOLID W/CONCRETE& 15"MIN.ANCHOR BOLT ` a R iS PL.�TE - EMBEDMENT)FOUNDATION WALL W/5/8"AIA. ^ Q k 3• 3 F KT)'•RtoR, cam"--►�''�`�^�^� ` ". n ` 2` 2� 'DOUBLE 2x - ANCHOR BOLTS W/NUTS&3"WASHERS @ 45"O.C. ` ` 1 $�J� { n a • MINIMUM ,'• n ANCHOR BOLTS MUST HAVE.MIN. 7"EMBEDMENT. .� OR NEl4DEFt _ ANCHOR BOLTS ARE TO BE PLACED WITHIN 12" �'= 19 1 Z-7" I ��T a? eetM ' �. FROM ANY CORNER&6"TO 12"FROM THE END tr N 4�•D" �F•lN f 6 3 F•x 1St'' 1/2•ROD e c a�.il OF EACH PLATE SECTION. - - --- --- - --- - - - Ia - a�`" ' F INSTALL SILL SEALER.&TERMITE SHIELD. EQl11Rl� POURED CONCRETE FOOTING,KEYWAY& GIfZt �• p •`Y't 2 #4 RE, R=10 RIGID INSULATION `� 4 FI'�• G+�,�� n PERIMETER SLAB ON GRADE. V s: C V ©/�' 1 (Q t-V �jGlQr 3�/(, 1 •'GJ u n . A WHERE NEW& EXISTING FOUDATIOS MEET, a �--- •� � _ n . ,$t I 'I • ; _ �x�s.-r�..r� i�;�sl:��.,.�a r---per.._.�.---- : '�ot>�.�H B INSTALL#4 EPDXY COATED STUB BARS,14"LONG r " WITH MIN.7"EMBEDMENT. Roo' ' 1 '•• �[-� ` 7 ]FINISHED GRADE. i id ( , HIiJII _. -�-I •• • b ols ASCE r . _J U4 ]FOUNDATION WATERPROOFING(R406). r 1 tt t + (�� 1 6 r ' (� MINIMUM EDGE D16TANCE { tt • BASEMENT -'4",CONCRETE SLAB REINFORCED - ( � W/661010 WELDED WIRE FABRIC OVER 6 MIL VAPOR END WALL (2)5/8"DTA BOLTS ei CND WALL STUDS (TOP&BOTTOM - T �1C'TLTHA 1 COT,,,. UMNN, BARRIER OVER COMPACTED FILL. NER •1 O `T< - e . . OM) � � �13SrJ�•_ _... ._ •CRIPPLE STUDS �(?20 r.. CRAWLSPACE - 2"CONCRETE SLAB. 1 1/4"MIN.20OAUOE p SEE PLAN FOR 5/8"AIA.THREADED con srRAP ROD AS ADER SIZE - N • (�' HER$&NU 'V/W r t _ - 5/8"BOLT •. .' :. � rr• ITE ._. -._- • ' � •. _ FRAME OP6I;INO FOR --- 2-t4 STUDS t• fi, : NEW W fNIX)'N OR ,'SIMPSON'HDSB EKrER10R DOOR _. _..._ i. HOEDOWN 1 __ �-�` - C�f'V/-' I2 t�►=.._�ic�1 • SLAB ON GRADE lJ0 N tea{-0 4"CONCRETE SLAB REINFORCED W/661010 WELDED WIRE FABRIC OVER 'SIMPS N'STRONG TIE LSU26-2X6' 'SIMPSON STRQN TIE iIRC22,: Z"rye• R= !y ' 6 MIL VAPOR BARRIER OVER COMPACTED FILL. AT GARAGE,PITCH 4"TO I LSSU2 -2X8,2X10,2X12 _ - �2✓?Q• t..,l�T L.,tA !�QF��f.Z,rr OVERHEAD DOOR. AT PORCH,DROP T.O.SLAB 4"BELOW FINISHED FLOOR o _ ck - . -- __ - •'. RIM JOIST �y RAY DO' NEF7i,ARCHITECT DRAWING NO: TYPICAL WALL SIECTION - " ;�. f."` r ?� ARCHITECTURAL DESIGN' 1 !� _ > » SSTB 12" I.,1111 \. A- %11 5 INTERIOR DESIGN & DETAILS - /2 - 1-0 �a' .: ANCHOR-BOLT y1 a PLANNING&DIEVELOPMENT DATE. (REPRESENTS - ZI I W'NIDE 20 GA.GALV.STRAPPING ' '> ° e �DBe i RESIDENTIAL-COMMIERCIAL-INDUSTRIALFOUNDATION WALL WALL (EACH STUD)N1�:.12"BEARING ON 51MPSON' TRONG'1'IE LSU26-2X6 rt l6"O.C. r; , , 1_,r fr ! CSSU28-2 B,2X10,2X12 L5TA1 B W/(�)ed COMMON, 95 RICHMOND AVENUE REVISIONS: i- t NAILS LO ATC])AT'EACH END OP S77lAP. �� 'VO r aO � F> S. AMITYVILLE, NEW YORK 11701 ' NOTE• ME•TAL"5I11Y��AI�SrrAI3a`s", ;;,I , _ { _ Z� 1 ii;O' NAIi•iN('TO]Mi'r r�• !-��p (Both SlraP1 Ing dt LS arglteq'rl Q Collil Structural + ' ANU.F:si'Ecs.FORI t 1:1!~TSoD ' 1 ' + F LW (631)691-1718 FAX(631)691-1718 " D=& + •�iDbWNN-WAi,L T�'PI A IP & Ridge. Nail sper ManttE Specs. 11/4"Metal 20 ga. OF niC� �..■ iti��i 'SiMPSON,STRONG TIE LUS28 SIMP ON BTRONG.TiE HCP. Slrhpping aslper Sec.3.4. 1Y L i MAII : R,DARGHITEUWAHOO,CQM -- -._ - TO FOTINDAAI"- (NTS). .TSJ.ZAI,L •- (NTS) CO TIONS n(JPENhI � ; I I . . . . . . . . . , . . . . . . . .. . � . . . . . � I . ... . ... . . ; . . . - _____1 _ . - . I - . .. : . .. . . - . . -bakillaillidlaid" I . � I • . . 1 ENERGY CODE COMPLIANCE STATEMENT: _x „fes.. .. ; , -r } -Y Y- lea.: . ,�.; •,T � ';s.s;:rJ.,J� - \\%/ . EN ATES TO THE BEST OF MY ICN �,. r•---•---_ ,, t' ` THE UNDERSIGNED NEW YORK STATE REGISTERED ARCHITECT ST %rl�� =�: ' CONTINUOUS BEAD -ATTIC INSULATION PROFESSiONAL1UDGEMENT,THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH Tl IE S ' '" 1 OF SEALANT ATTIC FLOOR FRAMING BELIEF AND " f Ceiling drywall taped �' •r' u,° UryY+all enGthed.glued or "'�3ewfi '; ;,r r ;' F ECCC AND THE 2017 NYSECCC SUPPLEMENT. In wall drywall . . , goskolod to toot plata '"" :`• '" "" ' `k'''r - _ RIGID INSULATION "R-VALUE/DEPTH PER CLIMATE" h°' '-.lw,,, CONTINUOUS ZOl.NYS +tsetf5; ells • -_ ' +' OF SEALANT -- COMPRESSIBLE WEATHERSTRIPPING AT PERIMETER OF ENCLOSURE NOTES: f)t wnll atnik 1, leis l Cxtartor ahoalhin. caulked, ;r} r - _-- ENERGY GENERAL NOT y `" u gluadorgaekelo�Ioloporldlo k ''r' "1 "a, ; - = or gnaknlnd to imp plrite fid'=��: 3,,.;Ff ;,' - SITE BUILT ATTIC ENCLOSURE - MECHANICALLY SECURED CONTINUOUS MINIMAL EST NYSECCC. Cladding °i' l_:"• a _ _ .M . COMPLY W11H THE LAT y.�;'; r ,^ ,, :>a k' i �' EXPANDING FOAM AT 'CEILING GYPSUM BOARD - : ME - - -1 1). ALL CONSTRUCTION SHALL '.`'-`c'' '"` Drywall caulked.glues Upsd•____or secledloinb In , ' �'r ^°a�s• �° r+ WINDOW PERIMETER BUILDER AND MOUNTED ON A WALL WHERE �� A �,f I °`""'i''"1I" SHALL BE COMPLETED BY THE orpoakototltobottaittplolo exterior UteinchWite osaerniJolms :: .,,', r f. 'T .xttL. if„' AS AIR BARRIER 2). A PERMANENT CERTIFICATE ',"'"" CONTINUOUS BEAD -CERTIFICATE TO COMPLY WITH IRC N1101.14. Ootterit plate eountad or rd."rt,r ih,:rttlrh,0 rt,ulkal, I't°`'Oj}+;.. �'"'" °'' IS LOCATED r nskyl a �� THE FURNACE gaskeled to subttoof , g }'i';i` ., r glrMtl n orf to Ixdtnn,ta+..tt.r. :e S OF SEALANT r,•,:.t' E SUPPLY AND RETURN DUCTS IN ATFICTO BE INSULATED WITH R=8 FOR 3"OR GREATER DIAMETERS :: kr" :.• ''w`' I t CONTINUOUS BEAD $). THE 5ublloor lead ctlulked or askertvif j :i'4tJ; >:;GI"., OF SEALANT . AND R=6 FOR DUCTS LESS THAN 3" IN DIAMIETER. g g AIR SEALING-DUCTWORK JOINS to elm ptsUotm i tostire si`F.a +j,„it. _ .,' _ - _- .-_,__.. ., ._. - Pim loisvrlm olosurp eountod of Duct Mast-ic UC3�1 Foil Tape Glnfy ,F --., q), DUCTS,AIR HANDLERS AND FILTER BOXES TO BE SEALED: -. - AIR BARRIER askalpd to top plate - - - - W9NDOW UiJITA CONTINUOUS MINIMAL - _. ' EXPANDINGFOAMAT. • e. . WINDOWPERIMETER MECHANICAL LATCH TO PRESSURE . 5), INSULATE MECHANICAL SYSTEM PIPING WITH R=3(MINIMUM). -Drywallcoulfteii.gluedor gaskeled to lop piotea 6xleilor ohoolnirtp caulked, �: CONTINUOUS MINIMAL BIER-A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE ENTIRE :i glued or goakolttd to lop plate SEAL AT WEATHERSTRIPPING 6). AIR BARRIER AND THERMAL BAR Cantlfevered Flaor + EXPANDINGFOAMAT BUILDING ENVELOPE: BREAKS AND/OR JOINTS IN SAID AIR BARRIER TO BE SEALED. T or se3lanl,over jolntlq WINDOWPERIMETER ` exler r s eeathing Cantilevered floors are air sealed and insulated at CONTINUOUS BEAD O 7). WINDOWS,SKYLIGHTS AND DOORS-ANY SPACE BETWEEN WINDOW AND/OR DOOR JAMBS AND ill ij`1i;. perifnetei orjoist transitions OF SEALANT T� 1ofArinladjoint,In x1lr CONTINUOUS BEAD WINDOWUNITAS :ri;'.i. Drywall caulked,glued or oxlnrior a nalhin w.,fia FRAMING TO BE 5EALED. - - °' �' O MANUFACTURED PULL DOWN STAIR jl?°al Cantilevered floors,second-story bump-out's,and bay windows >, OFADIIESNE AIR BARRIER S=DUCT SHAFTS.UTILITY PENETRATIONS.OPENING TO THE EXTERIOR OR UNCONDITIONED SPACE , pacxoled to bottom Plato l . i;t ,nl CONTINUOUS BEAD are another area to the home that often lacks proper air sealing. CONTINUOUS MINIMAL 8).,SHAFT Ektnnm Inln rxltrtkntl nr Exterior sheathing caulked, ek; Baseplate sealed OF SEALANT p glued or gaskelad to bottom pale all+1`` The floor cavil must be filled with Insulatloh with good EXPANDING FORMAT q t to subtloor Y 9 TO BE SEALED. " gnsliowNdIn sithfinor ..,. . Y ` ' WINDOWPERIMETER RAGE SPACE AND ANY CONDITIONED •, .. , en s c e t u alighm t(i.e. that I ompletely touching)the undersid of GE SEPARATION-INSTALL AIR SEALING BETWEEN THE GA o e 9 . GAGA t3uhiktur gluteal,euulkvd tx uyhvlud ;;r.,,. ,s' ' r.,, w, ,y, the floor.The Interior exterior sheathing needs to be sealed O . .. ti '.-=t::; •Ilistt'lafibili '�tElFtst f u�Illr44T' CONTINUOUS BEAD wit.<::::' ..y J:.4 N :,rj,s'...^��' SPACES. w rill I!oisvrhn donna ! .a.;,r•-,: 1, , � , , t•i h at the framing edges.Blocking between floor)olsts should form P'.6 t�'g1.�a I t 66 THERMAL Rhn JtrisUrtrp Llosurrs.txttrlk[iiJ ,.- Exletior sheoUtirg Caulked, tl.;i,_ , „lr .b l7P.rI t s,,r. a�,«Iil`»�).,c't OF SEALANT ° glued Or askgled t4 fin plate ° _,:„,�, .„ > w a eonslstent air barrier between the cantilever and the rest NG=RECESSED LIGHITING FIXTURES THAT ARE INSTALLED IN THE BUILDING T Aa. '' CONTINUOUS BEAD O 1,,, or 0askiiiii Iq Olin pinto a jR `110i g'ikt 4'.n.tAts ,'` of the hoose-Continuous sheathing,such as insulating foam AIR SEALING AT ATTIC PULL DOWN ATTIC STAIR 10). RECESSED LIGHTI p DI ). - - LED TO THE DRYWALL. ''` ?A;i'1`' OF ADHESIVE RATED AND SEA ,.;x-.,si .n:,... -• - --. ._..__ --__.-_ - - _ .-.. -- ... E TO BE AIR TIGHT,IC aa: ..:s-o• > hu.p{t,irtsealediaE:peFliriTeter:_ . iµh'n. sheathing,should cover the underside of the cantilever and be CONTINUOUS BEAD _._ ENVELOP , v:. ,;,•_,,t . SIU ptoto Installed ovoi st I pas,ot rut; � ;Rk,r. CONTINUOUS BEAD . . �'-..�; Sell Plato installed over ern gasket a'' X - IR SEALING NOTES AND DETAILS-THIS DRAWING. r $ r Jvflf air sealed at the edges with caulk. OF SEALANT SEE OTHER A . "P, i Nt,l.: a OF SEALANT` Nbio:ahadtld compononts dooignma )t'Ia 1:;ii, „ '• :': .;; +A4 . noto:oheded components deolgnale yx;:",;J�r 1 L 'j;:!; "='i;: „pix i Figure It.Block and air seal both the noor•to-u er wall lunction and the floor- olr Itbw relardor system ; w ro orders clom l':` `;' " °p CONTINUOUS SILLSEALER n r 1'o t . t i.G j-.,lf::r•°•.,.:.':°' ::%;;`::', ;�ti r . i y ,!a>.. ,.t: ,,:';'c>'.:;. .. "„'s'I' to-tower wall unction. . __. . i �//\�, =FULL WIDTH OF MUDSN L . TABLE R402-1.2 Air Barrier and Thermal barrier Afignhient FOUNDATION WALLAS ' affle. For air- ernneable insulatioiut ill INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT' ° CRAWL /�\% AIR BARRIER ROOF SKYLIGHT EXPANDING FOAM SEALANT 8402.2:3 Eave b p ed adjacent to soffit ' oR 8402:4.1 Rul/din tlierma/envelope e / �^ /rt: p �N "�. • / -ROOF RAFTER vented attics,a baffle shall be install J GLAZED WOOD . MASS FLOOR BASEMENT SLA9 SPACE' � /\�a CONCRETE SLAB AS % CEILING WALL Sea Source:6uildIng Science Corporation The building thermal envelope shall comply with Sections R402.4.1.1 and 8402,4.,1.2. The sealing N. e ••'` •,,-- RIGID INSULATION R-VALUE ants. Baffles shall maintain,an opening eque!1 or ... cLiMATE FENESTRATION SKYLIGHT'/ FENESTRATION FRAME WALL WALL R-VALUE • "WALL BEAD and cave v the vent. The baffle shall extend ZONE U-FACTOR U-FACTOR A-VALUE p_VALUE R-VALUE' R-VALUE a,DEPTH VALUE Envelope Alr ting _ .. /� a AIR BARRIER CONTINUOUS B / , R-VALUE/THICKNESS PER CLIMATE sNGe R' methods between dissimilar materials shall allow for differential expansion and contraction. \ e - greater than the size of -. _ -- -- -- --- _ over the top of the attic insulation.The Baffle shall be,per- 1 NR 0.75 0.25 30 13 3/4 13 .• 0 0 0 - -_ /�r' e OF SEALANT nutted to be any'solid material. - .' 38 13 416 13. 0 0 O.. i' 40 0.65 0.25. e •a °' e. `/� r> latches and doors.Access doors from 0.55 . 0.25 36 20 or 13 ESh 8113 l9 5/13 . 0 5/t3. �� a �/ ''% CONCEPTUALAIR SEALING STRATEGY// �'� 8402.2.4 Access 1 g 0.35 I / / / conditioned spaces to unconditioned spaces such as attics \��\ �\ ~�% UPPER WALL SECTION et unconditioned ed acid insulated io Foi Si: 1 foot=304!8 mrn. >>' EXPANDING FOAM SEALANT We h ulation is installed In"cavity which is less then[he label or design thickness of the hall be PP a \// /\ ,/ / and Brawl spaces s --�-y ' . u e minimums.U-fectexe and SHGC are,,,axlmums. When ins the table. /\ „\%; /\//.\ '%\,'/ //\, J,/ g a.R values,ar a level equivalent to the insulation on the spmtnt th s r . be less e CONCEPTUALAIR SEALING STRATEGY faces.Access shall be provided tb all eq that pre- lhsulation,the IbetalnclR-value of the or olu nn excludes skyliglhs1lfl e[SHOC clolumne ppl es to all glazed fenestration.Exception:Skylights may be.excluded from glazed RE S C h ee k Software Vers ion 4■6■5 / CONTINUOUS BEAD vents damaging or compressing the insulation. A wood- b.Tl,c fenestration U f s° LOWER WALL SECTION �' OF SEALANT valent baffle in retainer is tion.Ad to d- fenestration SHGC requirements in climate Zbnes I through 3 where the SHO for such skylights does not exceed 0.30. _ -, Cram br gin ui- C. "ISI19"means R-15 continuous lnsdlelion nn the interior or exterior of the home or R-19 cavity insulation at the inferior of the basemen[wall."IS/l9"shell ptovided when,loose-fill insull;tion is installed, the p be penmtled to be met with R-13 cavity Insulation on the hderior of tha basemen[wall plus R-5 continuous insulation on the Interior or exterior of the home. . Compliance C e ' 'C a�e pts pose of which is to prevent the loose-fill insulation from ^10/13"means R-10 continuous insulation on the inferior or exterior of the home or R-13 cavity insulation at the interior of the basement wall. _ ./�• spit into the Living spaces when the attic access is d.R-5 shall be added to the required slab edge R-valuen for heated slabs.insulation depth shall be the depth of the footing or 2 feet,willcliever Is less in Climate , , opened;and to provide a permanent means of maintaining. e:Tnero arthrough cc�yoireen,ents in n,e Marble zone' INSTALL SHEATHING A ATTIC the installed R-value of the loose-lilt insulation. ' I SIDE OF SKYLIGHT SHAFT f, Basement wall insulation is not required In warm-humid locations as defined by Fgure R301.1 ei,d Table 8301,1. R4d2d Air lealisi (Mandatory), The buildirig I!h¢r'ntal g•Or Insulation sufficient[o BII alfa framing cavity,x-19 minimum,' Project envelo a shall be constructed to limit air leakage in >lCCOr,� ' h.The Rrs[value is cavity insulation,the second value Is continuous insulation,so"13+5"means R-13 cavity insulsdon plus R-5 continuous insulation. p SKYLIGHT SHAFT K . . -� dance with the requirement3 Of Sections 8402.4.1.I:hrough 1. The second R-value applies when more then half the Insulation is on[he Interior of the mess wall. CAVITY INSULATION 8402.4.5. TABLE H4oz.t,4 Energy Code: 2015 IECC , __,8402.4.1 Building thermal envelope.The building fief= EQUIVALENT U-FACTORS' Location: Greenport, New York CONNNUOUSBEAD ___ FRAME MASS WALL FLOOR BASEMENT CRAWL , OF SEALANT ATM INSULATION - ----''Trtal envelope shall comply with Sections R402:4.1,.1 aria-- - CLIMATE FENESTRATION SKYLIGHT CEILINGS yVAM ASSU-FAWALL TORb U-FACTOR WALL SPACEWALL Construction Type: Single-family 8402.4.1.2.The seating methods between dissimilar*ale ZONE U FACTOR U-FACTOR. U-FACTOR t/FACTOR tl FACTOR U-FACTOR Project Type: Addition GYPSUM BOARD LINER i rials shall allow for differential expansion end contraction.. 0.50 0.75 0.035 0.084 0.197 0.064 0. 60 0.477 1 Climate Zone: 4 (5572 HDD) R402.4.1.1 install atiofi.Tib components of the build 2• 0.40 0.65 0.030 0.084 0.165 0.064 0.360 0.477 Permit Date: inn thermal envelope as listed in Table 11402.4,1.1 shall . 0.35 0.55 1).030, 0.060 : 0.098 0.047 0.09V 0.136 be installed in accordance with 'the manufacturer's .• , 3 Permit Number: - insttvctions and the criteria listed in Table R402-4.1: " e. Nonfenessation U-radior.s shall be obtained from,ineasbrernetiL enlcr,latlnn or on approved eonrce. -PREFAB FIREPLACE UNIT a3 applicable to the method of construction: where • •b,When more then sial(the insulation Is on the interior,the mass wall U-factors al,ell bb a maximum of .0 7 in Climate Zone 1,.0.14 to Climate Zone 2,o.lz In Construction Site: Owner/Agent: Designer/Contractor: • required by the code Of j"icfal, act approved third parey Cllntale Zone 3,tl.Os7 In Climate Zone,4 except Mnrine;0.065 in Climate Zone,S and Marne 4,and O.OS7 in Climate Zones 6 through 8. ' INSULATED EXTERIOR shall inspect all components and verify compliance:. C. bac went wait U-factor of 0.360 In warm-humid locations a.defined by Figure Table 8301.1. STUD WALL - R402.4.2 Fireplaces.New wood-bdi•ning ftrtplades"shall � _-.__ •----- ._- _ TABLER402.4.1.1 IN5IALLMTERIORSHEATHING AIR SEALING AT SKYLIGHT SFIAFT tight-fitting flue dampers or doors,and ounjtior com- AIR BAgRIER AND INSULATION INSTALLATION --- ave g oN c ERI t , . Flt, PRIOR TO INSTALLATION OF h g IN 1ALLATI nir A ter, , s e PREFAB FIREPLACE UNIT . INSULATION. ..+,- +<:i':" - n. ,;�-R.•�• IA 4 ,!fi;t: :tom"hr=.. '. :'3,.. 'pxr;. .. ., R CRITERIA M - IR BAR e.' ,�'..., acro � ,.a.,�- inti o ,. ... �•�. ,tin f' .'t �,,,: .�a- ,r's.�`4. fcr.+��: �l�;i;`:�;, using ti ht-fi rY COMPONENT � ,,,.,,,.,,,, _, �� ereg a�'„ "', .'d" h =�, .w�';,9r,•c-,'� ..�:.::,d-':=::,.;:Y. buStion air. Wh . g :,l:��vt-. � :: �Rk„�':,,,,,.'i:.c.,.`�.,,'•r'<,sty:.,;��' :.:rt,;`"�<"i';i;":,.,n.,,.w�;s:i:.;.,,+,..�u�,`'z::rr''l:i'' �ein.ilZi; :$ia built fire lacca listed and labeled,in accordance with UG A continuous air barrier shall be installed in the "„ �` P . the doors shall be tested and listed for the fireplace. building envelope. Air-permeable insulation shalt not be used as a Compliance: 3.99E Better Than Code Maximum UA: 356 Your UA: 342 Maximum SHGC: 0.40 Your SHGC: 0.37 INSTANDINGFOAMSEALLL SOLID BLOCKNO :� 127 MANUFACTURED THIN- [I bt-fittlR doors on masonry fireplaces,tate General requirements The exterior thermal envelope cobtains a continuous sealing materiel. The%Better or Worse Than code Index reflects how close to compliance the house is based on code trade-off rotes. •EXPANDING FOAM SEALANT CONTINUOUS BEAD OF SEALANT Where U3itl9 g g air barrier. It DOES NOT provide an estimate of energy use or cost relative to a minimum code home. PROFILE ATTIC i doors shall be listed and labeled in 11ecordahce With ULf. BLOCKING KING-EACH ER OF Breaks or joints in the air barrier shall be sealed. ROCKING EACH BAY1 7 1 1 VENTILATION VENTEDAIRSPACE CONTINUOUS BEAD OFADHESIVE 907. • 5 Recessed][fighting.'Recessed.T.rni1naireS installed The air barrier in any dropped cety gaps in shall be E n V e I O e Asse m b I i eS ATTIC INSULATION CONTINUOUS BEAD 8402.4aligned with the insulation and any gaps in the air p (FULLWIDII� � id the building thermal erivelope shall be s,Caled to lirnit air • The insulation in an dropped ceilinglsofrit shall barrier shall be sealed. y OF SEALANT be aligned with the hlr barrier. lealtege between conditioned and unconditioned spaces.All Ceiling/attic Access openings,drop down stnirs or knee wall domB utninaires shell be IC-rated and labeled as having • to unconditioned attic spaces shall be sealed. " r '� . recessed IA - - - S an 2.b cfm 0.944 I/s)when Cavities within corners end headeis of frame i. II J an air leakage rate not more than „�, - The junction of the round and sill plate shrill be walls shall be insulated by completely filling Ile [_-&�_sem y-_�-+-•-•tested in accordance with ASTM E 283 ata 1.57 pelf(75 Pa) _ �WOLII FRAME � FLOOR TRUSS sealed, cavity with a material having a thermal resistance Ceiling 1: Flat Ceiling or Scissor Truss 1,225 30.0 0.0 0.035 43 FLOORASS LA`NOMBLY / ASSEMBLY pressure differeptial.All recessed luminaires shall be sealed of R-3 ei incl,minimum. . f with fl gasket or caulk between the housing and the interior '. Waits The junction of Ole top plate and the top of bxterior P 2,296 15.0 3.3 0.059 109 CAVITYMSWI116T walls shall be sealed. Exterior thermal envelope insulation for framed Wall 1:Wood Frame,16"O.C. wall or ceiling covering. Knee walls shall be sealed. walla shall be installed in substantial contact and continuous alignment with the air barrier. Window 1:Wood Ffame:DoUble Pane with Low-E 223 0.30D 67 8402.5 Maximum fenestration U-factor and SHGC(Man- SHGC:0.30 r Bator . The area-weighted average maximum fenestration The space between window/door jambs and framing, .. :: CONTINUOUS BEAD y) Door 1:Glass 231 0.300 69 CONIMUOUSSEMDF 17-factor permitted rising tradeoffs from Section R402.1.5 of Windows,skylights and doors and skylights and framing shall be sealed. 11 OF SEALANT R405 shall be 0.48 in Climate Zones 4 and.5 and 0.40 in Cli- Ri,n joists shall include the air barrier. . Rant joists shall be insulated. SHGC:0.30 SEALANT Rim joists 1,145 19.0 0.0 0.047 54 CAVITYINSI1ATION " . CONTINUOUS BEAD mate Zones 6 through 8 for verdchl fenestration,and 0.75 in Floor framing cavity Insulation shall be installed Floor 1:All-Wood Joistfrruss:Over Unconditioned Space - mateClimate Zoties 4 through 8 for skylights.The area-weighted to maintain permanent contact with ti,e underside 1'RIGIDINSULATION OF SEALANT ofsubfloordecking,orfloor fram;ngcavity Compliance The proposed buildin deli n described here is consistent with the building plans,specifications,and other SOFFITCLOSURE CONTINUOUS BEAD aveia a maximum fenestration SHGC permitted using 1112"RIGID INSULATION g age ai,d The air bairler shall be installed at any exposed edge insulation shall be permitted to be to contact with P p p g g 405 alt Climate Zones 1 through 3 Floors(including above g the top sideofshe' ping;ordontinuousinsulation calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in e„ OF SEALANT tradeoffs from Section R of inaulation. shall be 0.50., cantilevered floors)I. installed on the underside of floor framing and REScheck Version 4.6.5 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. EXTERIOR INSULATED WALL AS AIR BARRIER . INTERIOR GYPSUM WALLBOARD -.- _ extends from the bottom to the top of all perimeter floor flaming members. AIR SEALING AT CANTILEVERED MANUFACTURED CONCE THIN-PRQFILE ATTIC EAVE BAFFLE AND VENT SECTION 8403 - _ SYSTEMS Exposed earth in unvented crawl spaces shall be Where provided instead of floor insulation, _ _ _-._- --_._.... ._. -"'- - ' ' - , ,_ _--• •.-.____ IST FIREPLACE ASSEMBLY PTUALAIR SEALING STRATEGY AT UPPER FLOOR BAND JO R403.1 Controls(Mandatory).At least one thermostat shall Crawl space walls covered with a Class i vapor retarder with insulation shall be permanently attached to the . -- _ crawls ace wells. be provided for each separate heating and cooling system. overlapping Joints taped. P . Duct.shafts,utility penetrations,and flue shafts Tt4b3.1.1 Programmable thermostat. The thermostat UPC to exterior or unconditioned space'shall be shams, enetrationa P MANUFACTURED RECESSED LIGHT ENCLOSURE r controlling the primary beating or cooling system of the• P sealed. dwelling unit shall be capable of controlling the:heating • Batts in nairow cavities shall be cut to fit,or ATTIC INSULATION -ELECTRICAL WIRE . ' and cooling system on a daily schedule to maintain differ- narrow cavities shall be filled by insulation that on installation.readily conforms to(lie available ATTIC TRUSS -F-----:--- ent.temperature set points at•different times of the day: Narrow cavities cavity space. This thermostat shall include the capability to set back or PLUMBING PIPE TOP PLATE I operate the system to maintain zoite tempera- Air sealing shall be provided between the garage and : __________ Garage sepuation conditioned space's. i tures down to 55'P(13aC)or up to 85"F(29aC).The then- • , Recessed light fixtures installed in the building Recessed light fixtures installed in the building � EXPANDING FOAM SEALANT mostat shall initially be programmed by the manufacturer Rexessed fighting with a heating temperature set point no higher than 70°F g g thermal Envelope shall be sealed to the drywall. thermal envelope shall be air light and IC rated. TDRPLAIE --- -----------r - Batt insulation,shall be cut neatly to fit around - ,(21°C)and a cooling temperature set point no lower than • wiring and plumbing in exterior walls,or 78°F(26oC) - insulation that on installation readily conforms to e'n accdrdance Plumbing and wiring avatlnble space shall extend behind piping and EXPANDING FOAM WALL STUD R403.3 Ducts-Ducts and air handlers shall b i wirtmg. with Sections.R403.3.1 through R403.3.5. -- - _ - SEALANT . 8403.3.1 Insulation (Prescriptive). Supply and return The sir barrier installed at exterior walls adjacent to ExtcHor walls adjacent to shower's and tubs shall . - _ AIR SEALAT TOP PLATE ELECTRICAL PENETRATION 5howerltub on exterior wall showers and tubs shall separate them from lbs be insulated. ducts in attics shall be insulated to a minimum of R-8 showers and tubs. JAM WALLSIUD where 3,inches(76 mm)in diaA . .. . meter and greater and R-6 . The air barrier shall be installed behind electrical or where less than 3 inches(76 Mrn)in diameter.Supply and Electrical/phone box on exterior walls communication boxes or air-sealed boxes shall be return ducts in other portions of the building shall:be insu-. installed. EXPANDING FOAM SEALANT AT PERIMETER lated to a minimum of R-6 where 3 inches (76� mm) In . . HVAC register boots that penetrate building[hential A tl'r~ CONTINUOUS BEAD OF SEALANT diameter of greater and R-4.2 where less than 3 inches(76 ' HVAC register boots envelope shall be sealed to the subfloor or drywall. . Di . . . mm)in diameter. When required to be sealed,concealed fire sprinklers r+ df~ DRYWALL CEILING Shall only be sealed.in a ntamtei l)tat is recommended �, RECESSED LIGHTING FIXTURE Exception: Ducts or portions thereof located cote- Concealed Sprinklers by the manufacturer.Caulking or other adhesive - _ . pletely inside the bI<udirtg fherntal envelope. aealams shah not be used to fill,olds between Fire AIR SEALING AT RECESSED LIGHTING IN ATTIC AIR SEAL OP PLATE___PIPE PENETRATION ___ __ sprinkler cover plates and walls or ceilings: ;tt S -_ __- _.- R403.3.2 Sealing (Mandatory). Ducts, air handlers and . filter boxes shall be sealed.Joints and seams shall comply a. ht eddilibn,Inspection of log walls shall he ht accordance with[he provisions of ICC 400. -__- -�--___- . with either the International hlechanrtal Code or Interna-• . ____----r---- -- . �ri,`�Y�I�° , iional Re>sideittial Code,as applicable. r,i 3"5 y 'alt,.,, : :� Green Buil din gAdv so r. '''' i '!i: !"!„ J e (/ " •� .t t/ ®BulldingGreen LLC 2D08r•`'1OF11 l_ �l�` ^^ 1. Air-impermeable spray foam products shall be _ .v °; It/2" " IVZ~ I`Z 2 Z IIZ." 2-L .0 P e without additional 'flint rY °r` a Z,• .-. -� _-_ I _ .._ -'_!' permitted to be applied J w434. " --f- .�-. -r' �-i-- ) I I seals. . . L` ak e. - . W� of ,; ;', - _ - e c assifi ado ) e ,ur I p "Jr , C f SS cal s,r flS i having "+� I � _ . duct's h J _ 2 For g P �k 5. I I less than 2 inches of water colmnn ('i00 1'a), i• t, ;`, x, ,.t --- - - -- additional closure systems shell not be required �. 1% I r: , __. -...__-__ _. _-__� - _ --- _- for continuously welded joints and seams, and i S � T yI t)� locking-type joints and seams of other than the - 4 i.{ r ,2''-I r J r 5 T E!�� . . .1. --- - ... -- snap-lock and button-lock types. '' ,wi I aV - -_-- _--.__ ---. - - ' , - • - I w I. 8403.3.2.1 Sealed air handler,:Air handlers shall have • Fi , "I C 4 �?" `t Z~ .. - w 3 tiYz''J!:� �" - ?r��>+N �' „ -r ....5 Vii'[Gis a manufacturer's deli nation for an air leakage of no ? ,r; il. . :•r s,, -r W fi' G.�� /�' g " 4 ', t ;. 'M I mole than.2 percent of the design air flow rate when ,1 k '. ' '.i ______.1 .... • i ' _ tested in accordance with ASHRAE 193. it +I ___--__- -- - - -. N t L Vr _ vlrt; �r :t: - ----. 3~ Ker 3" R403.4 Mechanical system piphig insulation (A arida- , ?(s'y' ;a ;; _ -� lr y° I t44 f f F _ for ): Mechanical system piping capable of carrying floras r". p; ;11 � ! sZ - � I�� r Y L- • above 105-F(41°C),or below 55aF(13aC)shall be insulated ,`. 11 i "' rt r -_ -4mmmo� L , �U �C1. y • to a minimum of R-3. iN" f.'" r't� tT.. a I 2 Z' „. 'hip ^k�N*,€.Y 7 Y' �1'f A. •J - ... >. . 2." ��5 �ON� ti�� 8403.4.1 Protection of piping 1nsWahon.rifling insula- ) lion exposed to weather shall be protected from damage, "^ �,:,j- "(" tt, '� O'L� �� RAY I]C�NER ARCHITECT DRAWING NO: t - _-. t t r, --- - including that caused by sunlight, moisture, equipment 's ARCH' L ; �,t. �.,; � J. � -�: . .,,, - F >'c 1 ST't•.1G� S/-xnl.tTiarZY' _ 7�q� �' � t � .-t, ITECTURAL DES GN maintenance and wind, and shat) provide shielding From x._. solar radiation that can cause degradation of the material. ." � 1 . f f�Tt:M• INTERIOR DESIGN 1 k * PLANNING&DEVELD('MENT DATE: Adhesive tape shall not be permitted. �, re y I RESIDENTIAt-COMMERCIAL-INDUSTRIAL I ZZ' ?-� 403.5 Service hot water s stems. Ener conservation . w h, - f r; r; ..?_r ''L` 95 RICHMOND AVENUE R S Y gY �°' . �: . 3 ' measures'for service hot water systems shall be in accordance % " k ''et� f - - -_ -_ _ _ __ -_ __. - ' G c.JM �� c'iSf� / �s�+"�,QM- NTf �qJ�O 024a�y0�� ' S AMITYVILLE, NEW YORfC 11701 REVISIONS: with Sections 8403.5.1 through R403.5.4.. _._ _..__.,_.-. _ _ -. .. _. - �� N�� (631)691-171x3 FAX (631)691 1718 . - . - EMAiU RDARPlllTEGT@YAHQQ,CQM AIR SEALING @ Exterior Plywood Sheathing Seams an Joints . • ..---.. - ----- ---------- - ---------' _ - - --- - .-_.-- _.____. ----- ____ _. _, _--.. _._ _____ _ __ _ - _ .- .- . - _.._....�_.,_ _.__.__T- - ___-.-__-._. -.- - __ _. _ _�_,.___ _ _ _ ,� _ __..._ , .._.-_ _. ..,.,_ _ _ _ .__.-- - - ............._...._-.. _ .. -.- r-�.- .._.,..,,,-.-._,._ - .._. __ _... -- _- .._ r .. __..,,__ . ..::,_,-„�,-••ter- .�,_.. �. r. .-- i l , --- i i