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Home My WebLink About1000-135.-3-23 I OFFICE LOCATION: I 'of soyo MAILING ADDRESS: Town Hall Annex h0 lQ P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 • Q Telephone: 631 765-1938 ol�cou LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: November 13, 2020 Re: LWRP Coastal Consistency Review for CONRAD A. VEROSTEK FAMILY TRUST, JESSIE VEROSTEK REVOCABLE LIVING TRUST, c/o JESSIE M. VEROSTEK, TRUSTEE SCTM# 1000-135-3-23 Mark Lazarovic on behalf of CONRAD A. VEROSTEK FAMILY TRUST, JESSIE VEROSTEK REVOCABLE LIVING TRUST, c/o JESSIE M. VEROSTEK,I TRUSTEE requests a Wetland Permit to construct a single-family dwelling and deck (approximate�footprint 740sq.ft.); 20'x35' gravel driveway; install septic system; and install gutters to leaders to drywells. Located: 65 Grove Road, Southold. SCTM# 1000-135-3-23 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review'of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the action is INCONSISTENT with the Policy Standards and'itherefore is INCONSISTENT with the LWRP based upon: i Policy 6. Protect and restore the quality and function of the Town of Southold ecosystem 6.3 Protect and restore tidal and freshwater wetlads. A. Comply with statutory and regulatory requirements of the Southold Town Board of Trustees laws and regulations for allAndros Patent and other lands under their jurisdiction l The structure setback to the wetland is proposed at 35' where 100' is required to prevent the degradation of functions and values of the ecosystem. The Suffolk County GIS System indicates that a NYSDEC freshwater wetland may be on site. The sanitary wastewater leaching pool is proposed at 75' where 100' is required. Due to topography and elevations, flooding will not be an issue from surface water. @)tAdm"vje14&x i51IIo1k_CoimtY.M '+Itt ,j!„ftp n. .; .:;va x3 r." -. ... a"'-t: r:}t. - _`,..t<:i 00` 3'® `»uklwnin the nen 5tteetY uwdd : x � � ? L I -C 31555 Niddk M,{{ •heel min'e7:M trn•nex:(pesAo,�)mi9e, ~�I�. '�. 1��4 � .t' � fix_,•, � ',� '�;�''`i � , ,� •_. _.• , -t�y,�"=�" ^ '!r �, L•�. +^n�T,�,t�L. n�-'"�rt� t� s a�,,,w� �iy,. :. ',a.+• r rye r'.'S .^b•r'IvM •� n�+'�,,"t t +t �_.tea �•"-,�• �4,1. � �Z's'7, •s .� a Zar �': y �• ''��' t� I ke�-t�.r tA" ;�a .=%^-s '�" J h Y.�` .;?3S. �tit'tt'S-'. * .� i ro t"'4,,r �`.: 'xe..i^' ��. �*,E'� r+^Y�.M1i4jr rp •t•va, � y t �. (� _ n "'�2 'y�,-++, r ",. ji - K[. `7+}(N,• �`,>�.�-'�� i. .., �t q 5. fA" ., '•.� �,a '� �.'d "fir' � `" ,.v�' ,� '�''; z}`w � i i. � •��, u -��'� i fwF �' ic�n�.'K "r`. `ny'M+W+�.�r\,• I,,, �' •K'• �1 �' �� 1} I..? °'S.__.ww --•'�M, ?SIC -: �,h.�r�'I _a. •r, - l -rr �'�� ,.y' "S`` �...�• tl al .� - z\.- �„t'=...19�,t,� �,� •$„` �t� �dy, t :i ,,•x�1.'' "F.s't_'�� .fi r ..�"e' 'z".'4»Y` ^rte. :'"h' '`T,+i�„i �L;, rjp.,{ .,.,,,�..,f1 y.%�• i�k,-''" ` t �`'- .� W3L f� n1 ,,,:�.A' � w" �+r ..•'it4K' Y"�`*" T'„�„ •;� "s�� .. R.M4 � `',.w..n t ^+'ytt. ,ti+N �t�. �1. t,� i� .a» •1y'�iVi• ,�.•., kyr ':Z 2. Determine where the inlet shown in the above photo drains. Would the development of the property effect CR 48 drainage? 3. Determine the function of the dry-well shown on the parcel. 4. Verify if the driveway will be pervious. Survey shows "proposed driveway". Landscape plan shows "gravel driveway". 5. Verify if freshwater wetlands occur on the parcel and the wetland line. 6. Relocate the structure to achieve a greater setback to the wetland to meet the purpose of the setback and the preservation of the functions and values of the wetland. This would require a reduced front yard setback. 7. Establish a non-disturbance buffer equal to the distance of the setback. 8. Require that a limit of disturbance be shown on the survey. The survey says "project limiting wood fence". Limit clearing of native vegetation. 9. Require the installation of a A/I OWTS. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Damon Hagan, Assistant Town Attorney Town of SoutholdRECEIVED LWRP CONSISTENCY ASSESSMENT FORM NOV 2 �C20 A. INSTRUCTIONS �tnJid , Planning Board 1. All applicants for permits* including Town of Southold agencies, shall comp ete ' r proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exem minor action list, policies and explanations of each policy contained in the Town of Southold cal Waterfront Revitalization Program. A ro osed action will be evaluated. as to its s' cant beneficial and adverse effects u on the coastal area which includes all of Southold To 3: If any question in Section C on this form is antandarecis1aynd' or conditions ontain then the p posed action m the consistency affect the achievement of the LWRP policy review law. Thus each answer must be rti�fied asdConsstentl, listin with the LUot s policy�stand dsoand supporting facts. If an action cannot be conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at 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 re PROJECT NAME The Application has been submitted to (check appropriate resp o e): Town Board ❑ Planning Board❑ Building Dept. ❑ oard of Trustees 1. Category of Town of Southold agency action(check appropriate response): ( )a Action undertaken directly by Town agency(e.g. capital ❑ construction,planning activity,agency regulation,land transaction) ❑ (b) Financial assistance(e.g. grant,loan,subsidy) (c) Permit,approval,license,certification: Nature and extent of action: ® J r . Location of action: Site acreage: 44:riv Present land use: t "& Present zoning classification: • �� 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: �+f'leA7 �2e�i�1�JA C� (b) Mailing address: 51 (c) Telephone number: Area Code( ) �` �.. ` -. (d) Application number,if any: Will the action be directly undertaken,require funding,or approval by a state or federalagency? Yes ❑ NO If yes,which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. 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 LNVRP Section III--Policies; Page 2 for evaluation criteria. XYes ❑ No Not pplicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No 9 Not Applicable 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 ❑ Yes ❑ No N Not Applicable Attach additional sheets if necessary NATURAL. COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria U Yes ❑ o ❑ Not App ' able ,, 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 through 21 for evaluation criteria ❑ Yes ❑ No [kNot Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and functionthe See LWRP Section III ecosystems Policie ;Iage 22 ncluding Significant Coastal Fish and Wildlife Habitats and wetlands through 32 for evaluation criteria. Yes No Not Applicable 0110/1 Owe",/ �f l 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 FQ 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 evaluatiop criteria. ❑Yes ❑ No W Not 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--Policies; Pages 38 through 46 for evaluation criteria. ❑ Ye�] NoRl Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No pi Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No 161 Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III— Policies; Pages 62 through 65 for evaluation criteria. F] Yes F] No® Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No Not Applicable 1,Zf DATEPREPARED BY.� TITLESrl' g ?r I.. 'ilia •. - t � � „ f7_ - -`. l��r k - �� - � .• •i� '�"��- r T+ r _ , y - ,V� ..wr � � v .i f r�A r a n ' .,,,E .s � �• "'1t':t4..� 7•,LL ' — �.l Ir " !/ r.�`. aJ' •. m a , PVT u a " .' - .��' 1 mss' l `�`. � , � .✓ ' 4 r "tea w , � .Y, � �, ♦ ♦`a:., 46' 41 4AD r iK Je 7. n T . J' n � ' r wr- u h f tos.maps.arcgis.com +V" * . • . Town of. IE "W4 t R 0 .d 4}Y1. •ti k V. C' IJ w A'+ .. i m 000 40 Ar Opt J ��IIVV44 p s r e r_ . 6' f A d SSS+++ CFZ QGlstake o€G7. ME, Netm YoNc State, Micn mem I F-7 �► I S.C.T.M. N0. DISTRICT: 1000 SECTION: 135 BLOCK: 3 LOT(S):23 ELEV. 14.0 I OL ARK BROWN o.8, TYPICAL CLEAN OUT LOAM / 14 - DWELLINGS � / ,3 SLATE OR STOPPER END BROWN W/PUBLIC WATER i 1 SM LOAMY SAND 2.6' 0 WIPU CHURCH WATER SUITABLE COVER OR PLUG 150, MEDIUM 4s 30' ELBOW Sw SAND 6.5' Q� N ZONE A(ELBOUNDARY 60' WYE GRAVEL FLOOD ZONE h �DoED)3 0 z WAS —ELEV 4.1 FLOW- 41 WATER 0 IN • a,�� O��` `♦ 5 � � I SW MEDIUM 6.0' SAND y1�1 S ; $'A� ! GRAVEL PROPOSED •6'� ZONE X' ♦ 1ti 3 BEDROOM SYSTEM roti > > m ► JULY 19, 2019 f .♦ LOW CAL ST. 1a �'' � � 1 - � - _ �.♦ (3)S 5x4.75•�I ; 1 1 ------ -_ K. WOYCHUK L S T \ _ _(14.0) PF10P. F♦+'- d •�- �" !! Tin. ' 'I AS vasmAmOr SlFFM ��O \ ♦ ,� '4� .y$:.c. ' , 1 O COMSUIXFA W ANY 31.201 �ti� ao 14.5 ._.� ...'•:-. :@ � 1 � -.•v,�E� \ ♦` O !c 5(. � :.;�<.' :�' 11 "'tet \ \ �L �. 5�aq� .`g S� w N�c m♦ g 71DAL WEnMDS BOUNDARY AS ,� ♦♦ ^ �P.. siy DwNEATED BY SUFFOLK EVIROENTAL ' j- j 76 70 NSUL1N0. INC.IN.JUNE 10.200 . 10 V `ac lj\� O p ♦` ��g4y o5F9 F1Ac I E ♦ QRO�Py \ 2 ♦♦♦ (3)AAS DDtRODRINEATED BY NVSDEC W/DWELLINGS Ueu N TER ``♦ '� �t 0 6 �� \ I -'_�__-- Iso' '�. DWELLINGS --- ♦• \ W/PUBUC WATER 150'PRE-DCISITNG AVERAGE ALONG THE FRONT EASTERLY SI EOF GROVE SE OAD L< AUG 1 9 2020 40.5t �/ (3 NEAREST HOMES) SITE PLAN _ALONG THE SIDEF MILL 36.6f AT GROVE RD. L-- so�ra�,?rlL,s}� (3 NEAREST HOMES) �I THE W47ER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCA71ONS SHOWN ARE FROM FIELD OBSERVA71ONS AND OR DATA OBTAINED FROM 0774ERS. iI FEMA MAP#36103CO158H AREA:36,453 SQ-FT, or 0.84 ACRES ELEVA77ON DATUM: NAVD88 UNAUTHOR/ZED AL7ERA77ON OR ADD17ION TO THIS SURVEY IS A WOLAPON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED 70 BE A VALID 7RUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURLY IS PREPARED AND ON HIS BEHALF 70 7HE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777U770N li LISTED HEREON, AND 70 THE ASSIGNEES OF 7HE LENDING INS77TUAON, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 7HE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE 7HEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCE$ ADD177ONAL S7RUC7URES OR AND 07HER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE S7RUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OR DESCRIBED PROPERTY CERTIFIED TO: MARK LAZARowC; MAP OR: FILED: SITUATED AT SOUTHOLD TOWN OF.SOUTHOLD SUFFOLK COUNTY, NEW YORK KENNETH M WOYCHUK LAND SURVEYING, PLLC y� oe Professional Land Surveying and Design P.O. Box 159 Aquebogue, New York 11981REVISED 04-2020 FILE 419-77 SCALE. 1'-40' DATE:JUNE 28, 2019 PHONE (831)298-1688 PAX(891) 298-1588 N.Y.S. LISG NO. 050882 I I S.C.T.M. NO. DISTRICT: 1000 SECTION: 135 BLOCK: 3 LOT(S):23 14 / 3 ,I � VC G4 _ � 4 (' AUG 1 9 2020 3 I' k' �0 N ZONE gE(EL 6) FLOOD ZONE BOUNDARY (D 2 I �l %% 7g°Og2 26 00 O I g"E 1 B02fd m litlzl o D� x lb 1 ' �v ZONE X ) 'L A W N ! 1 I ` • 1,'LANDWARD L of R ok-' ` It - - - lG VACANT 9 O I N ! I { W N�o fD MAL WERMIDS BOUNDARY AS '+�Sq J�� J�� 10 \ )0 �NSUUL NG INC. 10. 2 ENTAL `l�'�l O'�l �l� ---- � 8x ' „ SCK POND E� 2 I O � 4(3)w�o��FA1er i 774E WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS FEMA MAP#36103CO158H AREA:36,453 SQ.FT. or 0.84 ACRES ELEVA77ON DATUM: NAVD88 SII UNAWHOR/ZED ALTERAAON OR ADD17ION TO THIS SURVEY 1S A WOLA77ON OF SECDON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING 7HE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED 70 BE A VALID 7RUE COPY. GUARAN7E£S INDICA7ED HEREON SHALL RUN ONLY 70 THE PERSON FOR WHOM THE SURVEY IS PREPARED AND DN HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777U77ON LIS7ED HEREON, AND TO III ASSIGNEES OF 7HE LENDING INS777U770N, GUARANTEES ARE NOT 7RANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE S7RUC7URES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE ! NOT WENDED 70 MONUMENT 7HE PROPERTY LINES OR 70 GUIDE THE EREC770M OF FENCE$ ADD177ONAL S7RUC7URES OR AND 07HER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE S7RUCTURES RECORDED OR UNRECORDED ARE NOT GUARAN7EED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT 7HE 77ME OF SURVEY I SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: MARK LAZAROVIC; i MAP OF: FILED: SITUATED AT: SOUTHOLD 1 TOWN OF:SOUTHOLD SUFFOLK COUNTY, NEW YORK KENNETH M WOYCHUK LAND SURVEYING, PLLC �OtO5088121 Professional Land Surveying and Design P.O. Box 153 Aquebogue, Neer York 11951FILE #19-77 SCALE 1"=40' DATE:JUNE 28, 2019 PHONE (831)298-1588 FA%(891) 298-1588N.Y..S 'I 41-b Q14 47 M"I- tA ME SOUND ONG ISpND NORTH FOW BEACH 4. CoNl?omlmum c�—N 6 2R UM 4 No 13sol) w q, Iml &ah leg 141 Io2 fa 4� 82 'k Hd.—..k Pbd %1� 25 28 aD.1 31 33 34 A 45 DR < 44 . -. . 381 43 Rf-V 41 OLD SECTION NO NOTICE COUNTY OF SUFFOLK C Real Property Tax Sennce Agency 136 G —----- E .—.0 Icoo —TR—OPERTY MAP N D ' .,.rva.•+a,.+...rwr.,+m+w. r.w,ul•yam'✓v,.wwn•n.we.,+•anwur+,+.• �� %- -Y� '� _ -.- • - R� ��°�,,.f.Y. Ml_ 11 t, AUG2020 ' �r,� fl� ,� I �..;�, � � -�s ��` � .• � � �. i 9 : 1 t •`� `��-�..,-`ter` _.�` ., r P S eye 1 '►# :T- d,�G'wl.'�;:R •.ti V-1 � ig� e •�� .. (/ 1 /� ,.�1�l�t'y� M `t - � f�;��•3^��F'Y_ .4'f'_ �f+a C--'R4.� rt 3 I 'd°�{{ 1r )f �K t 1 Yv I JA VA 1- . . ...� < yr ' �'/ �rr•., ` �� 'tnl46.,�.y. ., -'Illji/�C^„•' i � �� a �� '� 5 1 t '�t �° � ��,Z .,'•,may y � \ 4. .. - _ ��`,.___._. ___. _ 11 I l \ 113 �9 P4..ET�''llx �' ;:'f^3;' �'� , �rtr C Ce,=tii*.t EA FIS"! 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(L/ _. - �.,I./`'''�;-'��-"1j� 1Gw'V�`'!Vr� �-•"�� ry ��+i�'" �''f �`-,�,�G{�'..�`' �L-rt�'>�� } ,w�P '•�jj 1-1 "1�'i j Lf 1.-1 C�1 V��--40 "} �!• L.1 Ll".-1 IFF4 V L1 C''L)1 C7�rl P-^-7 �- s i, ,; Y', I s 1 f�C�`1�1 1V� 7� },•{��{},.!�,.��'��i'.�j(r V"NU tC_� 1 ,►4..id' .1,�+ Ti'/L.�/ r'� r t 0,`' \•, �' _"'� �, er"�`.,./"`�.../r"'- � �'"' 7 1!/V 4.J 1/�' I f/"-��'� J ' 1� .- _. _ �J�l '"�` '��y� f� �r� •-1 t "'a /} R � r to to _ .Gad' 1:�. t ?►, ` �1l� = q8 fz Vp.NDSC !-1."47,A 'vol. 14 Z-of C y SOF NEW�0 a __ - GENERAL NOTES - I- I I'll "I , I'll 1. . � . q . GENERAL FRAMING AIR LEAKAGE - .� 1.r'ON-ENGINEERED JOISTSTO BE NO.2 GRADE OR BETTER UNLESS OTHER SPECIFIED BY LOCAL CODES,AIR LEAKAGE SI IALL NOT EXCEED�AA EXCHANGES PER HOUR&SHALL BE TESTED AS SUCH.A WRITTEN do* 2,PROVIDEAPPROVED ANCHORAGE OF BEAMS OR GIRDERSTC)POSTS PEP,Ir,C SEC'SR407.3.R502.9&R802.1 1. REPORT OF THE TEST RFSULTS SHALL BE SIGNED BY THE TESTING PAR-':,( & PROVIDED 70 THE BUILDING INSPECTOR PRIOR TO CALL FOR FINAL 3.SOLID BLOCKING REQ-D AT ALL BEARING POINTS OF FLOOR,CEILING&ROOF SYSTEMS ACCORDING TO IRC SEC'S 502&R802,IRC SEC'S 2308.8.2& IkSPECTION."THE/1,10 LEAKAGE TEST RESULT SHALL BE DOCUMENTED IN WRITING, %) HC � ,"\2308.10.6. , 4,PROVIDE APPROVED ANCHORAGE OF BEAMS OR GIRDERSTO POSTS PER FC SFCS R407.3.R502.9 b R802.1 I. SILL PLATES 57HIS STRUCTURETO COMPLYWITH MIN.FASTENER SCHEDULE,TABLES R6023(I)TI--RU(5). LIHE SILL PLATE SHALL BE LEVE:ED CAREFULLY,IrTHETOP OFTHE FOUNDATION IS LEVELTHE SILL PLATL MAY BE L/,,ID ON FOUNDATION WITH A S.ALLJOISTS DOUBLEID@ FLOOR OPENINGS, CLOSED CELLFOAM GASKET O,RCTF�fl-RAIR-IMRERMEABLE MATERIAL IN BETWEEN,,",ND OFSAMEWIDTHAS SILLPLATE. 7,FOLLOWIRCT-ABLE R502.3.1(1)FORJOISTSPANS OR MANUFACTURERS SPECS FOP,ENGINEERED JOISTS. 2.SILL PLATES SHALL BE PR[SSUPFTREATED 2X MATERIAL DF#-,I OR BETTER&ANCHOREDTC � �,..... ,� ,� >,CONCRETEWALL WITH 5/81,ANCHOR BOLTS EMBEDDED 71, ,� -1 ,�� ... R PRIOR TO SILL PLATE INSTALLATION, INSPECT CONCRETE WORK CONDITION Al'ID COMPARE ALL SITE DIMENSIONS WITH FOUNDATION PLAN MIN.IN CONCRET E&2"MIN.ABOVE CONCRETE.Ar JCHOR BOLT SHOULD BE PLAC[D 4'-O"OC.MAX.APART A�lD 12"FROM ENDS WITH TWO BOLTS MIN. I -1 DIMENSIONS, PFR SILL PLATE. I FASTENERS ANCHORS&FASTENERS , '' I I I MALL HOUSE CATALOG -TREATED&FIRE-RETARDANT TREATED.CONNECTORS SHALL BE TREATMENT RATED.FASTENERS SHAt I-BE HOT- DIPPED ZINC- 1.PROVIDE APPROVED ANCI--IrJR,',C,E OF BEAMS OR GIRDIRSTO POSTS PER IRC SEC'S R407.3,R502.9&P802.1 1, - I .� ,.,. I � " I 1,:;;; . "I � I I I . � FOR ALL PRESERVATIVE TURAI MEMBERS. 27HIS STRUCTURETO COMPLYWITH MIN.FASTENER SCHEDULETABLES R602.3(I)THRU(5). , � I" ,I � I : I 1, 1574 GULF ROAD#207 COATED GALVANIZED,STAINLESS STEEL,SILICON BRONZE OR COPPER,FOLLOW Pr-TABLE R602.3(l)FAST ENER SCHEDULE FOR STRUC I 111�0,�.,�" . ,, I POINT ROBERTS,WA 98281 1 , "I I I 1, . , /,///' , I SITE PREPARATION BLOCKING it,�I I I 1�': :Ia". .: I.. I I - � _ � . - 'I.� . _ A I., ,AiIi: ., � I .. I 11 -�� . j �-.i . :.1 :, .�...- in :, .: 4 X . � ::. .i �:: . I.,. I - � :. . .. I .:�,%. . . A �::�p:. 1, . �t � d , � ; ; I. - ., ... I ilk -.,.�, .g: , . . ,." , : : - I - w . _ I . . I I.;: �:::: I . .;. , � � .. � .I`*.': 4 *� I � ...:. x :: !I::.::.:*:::*'-': . : ith ."'.: �in� � 1:::::.11..1.** :i 14 . � �.....� . . I - . , -W ..:::: ;. I.- �Wi`:,A, . � 1; . ,,I& :§,.: 1i.-.I::: ,.,. - : . I. V. ! ....�,:, I . :I:,, . .� ._ I : .% -E PATTERN SHALL BE ESTABLISHED WHICH WILL DRAIN THE ENTIRE AREA AND DIRECT WATER A11VA) FROM THE HOUSE,THE SOLID BLOCKING REQ'D AT ALL REARING POINTS OF FLOOR CEILING&ROOF S�STEMS PEP,!RC SECIS R502&PRO,,&IBC SIC'S 23?18.8,2&23r)3.1 0�6. ".I..I --*,I.-1�� 4: W. ..'a ,','I _ ;i4 `,`�:ii:. 16..! I : I :0: : 4 � � 11�;.:i 1.14 .0 . ��* , .,�iI,.:.: * �: . . .I li.:J��o " , � .. �: � A SURFACE DRAINAG . I . .11, A., �1:14-ii� .. ". � . ::: I + 1 (619)787-c)272 . I � , , 11 FINISHED GRAIDEWILL BE SLOPED AWAY FROMTHE FOUND/1,TION\,VALL OFT-HE HOJSE I .-L ..._� ... �''..I, IIIIIII 'A , :I�,, �:. . ::.. :-.1 I -1 I I _ :. I: I . :1. .:�.. - ��: 11 I ; , - . ::,, _� A 'ZI ,,,, I . .111 .- I ��_ 14.0ii ,`�IIII - .L4�,�:_ �,�- �w .:I", :i-I- �M - = Air,LEAKAGE .. - ��ll Ill �_Tqpi III - I . - ,:I - _ ,., .. __L�k___ .:I � ...:_ ____mn_ - UNLESS OTHER SPECIFIED BY LOCAL-CODES,AIR LEAKAGE SHALL NOT EXCEED 5 AIR EXCHANGES PER HOUR&SHALL BE TESTED AS SUCH.A WRITTEN ..:.. I � . 1* . � - :� I � .. " ,, �, , ... � CONCRETE FOUNDATION -I I : -�� , . .. I W - . SHAWN,§bSMALLHOUSECATALOG.CCM REMGVE ALL LOOSE&ORGANIC MATERIALS&EXCAVATE FOR FOOTINGS&P;ADSAS PER PLANS,THE DISTANCE OFTHE FOOTING BASETOTHE FINISHED REPORT OF THE TEST RESULTS SHAt-L BE SIGNED BY THE TESTING PARTY& PROVIDED TO THE BUILDING INSPECTOR PRIOR TO CAi_L FOR FINAL I. �-IV., I- �1.1 -7i - I .� , .:ki; r . W, __ I E GRADE MUST BE NO LESS THAN THE DEPTH OF LOCAL FROST PENETRATION.FOOTINGS MUST BE ACCURATELY POSITIONED AND ROUGHLY LEVEL. INSPI CTION.THE AIR LEAVAGE TFST RESULT SHALL BE DOCUMENTED IN WRITING. I i 11 11 � - , I , O" I DESIGNED BY FOOTINGSVARY IN SIZE&DEPTH DEPENDING ONTHE ALLOWABLE SOIL PRESSUREANDTHE LOAD.THE BOTTOM OFTHE FOOTING IS ALWAYS Pt ACED W, 0. � I, A . " :�� EEE �� . .. : - ON UNDISTURBED SOIL OR COMPACTED GRANULAR FILLWITH EACH RIJN LEVEL, FOUNDATION NOTES � 11, I- . "W;l ..", ,�I � :, - _ I I , OF I _ � 4 , I I X -1 - - I 11 Shawn A.De!hne-for ": .001 "J �... WATERPROOFING SOILS �11�� ,I,"I . , ... 19 __* . Sma!I House Catalog,LLC CONCRETE WALLS BELOW GRADE SHALL BE WATERPROOFED WITH A NONTOXIC ELASTOMERIC MATERIAL APPLIED ON THE EXTERIOR SURFACE FROM DES:GN SOI!L BEARING PRESSURE(SOILS REPORT REQUIRED IF>2000 PSF) 1:. .. . it I 1, I , THE rOCTINGSTOTHE FINISHED GRADE LINE,TO MAKE THE WALL WATERTIGI-FT AGAINST ORDINARY SEEPAGFTII MAY OCCUR. 1: 1. OF ::;:= �,�. ; , � ,�I IT"1:� I I . _;, _ � � - , * 1� CONCRETE (R402.2 CONCRE , , ', I'll . ..�: -0- :1 �TE) I I - . I., � � SILLANCHOR - _F I A CLOSED 1.SACK MIX FOR THIS FOUNDATIOk SHALL PROVIDE 3000 PSI COMPRESSIVE STRENGTH TO SATISFY WLAT HERING CONDITIONS. I � f/_� I. '91"I"I"i 11 � I jim , � - . M1111 I - SITE ADDRESS THE SILL PLATE SI-ALL BE LEVELED CAREFULLY.IFTHETOP OFTHE FOUNDATION IS LEVEL,T1 ITE S11 L PLATE MAY BE LAID ON FOUNDATION WI: , I .....� ". . I� I .... ,: , I ; ;;, CELL FOAM GASKET OR OTHER AIR-IMPERMEABLE MATE P.IAL IN BETWE,N,AND OF SAME WIDTH AS SILL PLATE.SILL PLATES SHALL BE PRESSURE TREATED 2.00NCREETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF F'C.AS SHOWN IN TABLE R402.2.CONCRETE SUBJECT TO MODERATE OR % I .I:-, ... `,,,�-� I .,,':-.,�� - . I - SEVERE WEATHERING AS INDICATED IN TABLE R301.2(l)SHALL BE AIR ENTRAINED AS SPECIFIED IN TABLE R402.2.THE MAXIMUM WEIGHT OF FLY ASH, I 11 ,"f� ,;�� 11 Im, W�' .a ;. - .1, 65 GROVE ROAD -ILL WITH 5/8"ANCHOR BOLTS EMBEDDED 7" MIN.IN CONCRETE&2" MIN.ABOI E �Iii ,: � ,I 2x MATERIAL DF #2 OR BETTER&ANCHORED TO CONCRETE WA W 1, 1 CONCRETI.ANCHOR BOLT SHALL BE PLACED 4'-O"o.c.MAX.AFARTAND 12"FROM EI�DSWITHTWO BOLTS M�N.PER SILL PLATE. OTHER POZZOLANS,SILICA FIJM-,SLAG OR BI ENDED CEMENTS THAT IS INCLUDED IN CONCRETE MIXTURES FOP,GARAGE FLOOR SLABS AND FOR r ; . . I. , .. ,,I ; , FYI .1.., SOUTHOLD,NY ,:: � A :... ��11 - I I � 1-4W .1 : . I,: I EXTERIOR PORCHES,CARPORT; SLABS AND STIRS THAT WILL BE EXPOSED TO DEICING Cl IFMICALS SHALL NOT EXCEED T1 I[PERCENTAGES OF THE .. .11, � , I I & : � . , - I I , I I _. � I . . I �� I . I I�: 10 , .."� 'IM-1 FLOOR JOISTS TOTAL WEIGHT OF CEMEN-TIOUS MATERIALS SPECIFIED IN SECTION 4.2.3 OF ACI 318 MATERIALS USED TO PRODUCE CONCRETE AND TESTING , I .." '' #1 ��; - I . jOISTS ARE INSTALLED,LOCATED&SPACED ACCORDINGTOTILE DESIGN.ANY JOISTS HAVING A SLIGHT BOVV EDGF',A/ISE SHALL BE PLACEDWITHTHE THEREOF SHALL COMPLY WITH T I 11-APPLICABLE STANDARDS LISTED IN CHApT[R3 OF ACI 318 OR ACI 332. . � 11 �",-,,OP � I, I "I'll, �� ,i.lffl, , I I %. I .1 .. � . , lw" I� /' ,� I .. i "I PROPERTY DETAILS CROWN ONTOPALLJOISTSTO HAVE A MINIMUM OF I-1/2"BEARING AT SUPPORT,PUSH FRAMED JOISTSTO BE FASTENEDTO BEAMSWITH FULLY NAILED . I;V, 1, , � I., *1� I I 11 I . ..; ,� ��', "I i I I � 11, .1 I ... I 11 , :0 JOIST HANGERS.ALL FLOOR OPENINGS TO BE FRAMED WITH DOUBLE TRIMMER JOST AND DOUBLE HEADER JOIST INSTAI L DCUBI E JOIST OR SOLID 3.IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO OBTAIN THE APPROVAL OF THE PROJECT IS STRUCTURAL ENGINEER PRIOR TO USING �,�� 1-0 �,... I 1� � - I I , I, `� -ADSTc, F r\! B-10\,v -- -F IT SHALL BE k , -, I " I _ # - BLOCKING UNDER ALL FRAMED Fi'�RTITION WALLS.INSTALL BLOCKING BETWEEN JOSTS TO TRANSFER CONCFNTRATEID LID BARI G , ANY CONCRETE MIX FOR ANY STRUCTURAL PURPOSE.WHEN A CONTINUOUSLY APPROVED DESIGN MIX IS TO BE USED ON A PROJ C I , � I :2" 1, I �� I �, � I � I I . I . . I,- I I . -1 I I I.: , , ,�,;: T1 IF- RAL CONTRACTOR'S RESPONSIBI!ITY TO MAI'ITAIIN A COPY Or THE ORIGINAL STAMPED APPROVED MIX DESIGN FOR THE USE OF THE . ,, ,(�, -1 .: I , GENE' . 101 r � , - 'A - 1.0, ... ,L_ CONTINUOUS SHEATHING BRACED WALL PANELS SPECIAL INSPECTOR,.THE CONTRACTOR SHALL MAINTAIN A COPY OF THE MIX DESIGN ON SITE THROUGHOUT THE CONSTRUCTION PHASE OF THE . � :,�::.'WI," �:iIiiiii .0, *_ . . ,� : I . ,� � -1 .;qqlq 1 _4 �. ,L-. CONTINUOUS SHEATHING ME7 IODS REQUIRE STRUCTURAL PANEL SHEATLIING TO BE USED ON ALL SHEATHABLE SURFACES OI I ONE SIDE OF A PROJECT. . __ ., .11 I I I _ .11, BRACED WALL LINE INCLUDING AREAS ABOVE AND BELOW OPENINGS AND GAB_F END VIALLS.BRACED WALL PANELS SHALL BE CONSTRUCTED IN I JA III" 4". , ,I W am ACCORDANCE WITH ONE OF THE METHODS LISTED IN TABLE R602.10.4.1. DIFFERENT BRACING METHODS. OTHER THAN THOSE LISTED IN TABLE 4.THE MINIMUM PERMISSIBLE CEMENT CONTENT IN STANDARD 95-LB SACI'S/CUBIC YARD FOR MODERATE EXPOSURE SLABS IS 54',,(3000 PSI AFTER 28 ... 1. 1. �*_I.m CONTACT R602.10.4.1,SHALL NOT BE PERMITTED ALONG A BRACED WALL LINE WITH CONTINUOUS SHEATHING.ANCHOR BOLTS SHALL BE PROVIDED FORTHE DAYS).CODE ALTERNATE R4022 5-SACl/2000 PSI&5 /SACr 2500 PSI CONCRETE MIXES ARE EQUIVALENT TO 30100 PSI CONCRETE FOR WEATHERING .:I,,,, .,I �', 11 I I �0, */ #11 � � ,POTENTIAL AND AIR-ENTERTAINMENT IS NOT REQUIRED TO ADDRESS WEATI IERING, I � . -_117 Ao , I FULL LENGTH OF BRACED WALL LINES(BWL). I . : , .11 I ... I.... _1 IV , 11 q 1vWW I ..�� "A III I `?l 5 .11, 11 ,I;; I � I ?..TI... , �� 1/1 .�, W_ , � . � if 5 -TION OF CONCRETE IS NOT REQUIRED WHERE MINIMUM CEMENT CONTENT IS INC EASED BY 1/2 SACK PER YARD .4 z,� , * - _ '� . 4:, 1 M - Pi . j, ... I ;� . AS . ik,. ,�=, 5.SPECIAL INSPEC I:: _; ./ 11 , I I ", I jo # � ,I � ,- I . I - , EGRESS or, , .11 , I,- , - .1 W.- ": F a. .I. I, , " I. I 3: I II LALL ROOMSTO BE USED FORSLEEPING PURPOSES&BASEMENTSWITH HABITABLE SPACE REQUIRE EMERGENC�&RESCUE OPENING COMPIY!NG WITH 6,CONCRETE MIX FOR THIS FOUNDATION SHALL BE 6 SACKS TO SATISFY THE ABC VE R RE M E , I -) EQUI E ITS, � , I .II W , .. I ,I ,? 7-4 I V ;.,Iii , 1� I I. * " , - IRC SEC R3 I 0.1. : I , ! " ,� �� I " I �,��: I 1z .. i,, � -:::: -L CONTRACTOR TO OBTAIN THE APPROVAL Or THE PROJECT'S STRUCTURAL ENGINEER PRIOR TO USING � I 1~ f I I - . . 1 I :::il TAT LEAST ONE DOOR SHALL MEET EGRESS REQ.IRC R31 LTHIS DOOR MUST BE SIDE HINGED WITH M11A.3211(813 Mm)CLEARWIDTH WHEN MEASURED 7,IT 15 THE RESPOL61BILITY OF THE GENERA a I I I I. " - - - - CT ,: . , :*0_ � ,� I I B,7 THE FACE OFTHE DOOR&THE STOP W1 DOOR AT 90 DEGREES(1.57 BAD.).MIN.CLEAR HEIGHT OF DOOR MUST NOT BE<THAN 78"(I 1 981 MM) ANY CONCRETE MIX FOR ANY STRUCTURAL PURPOSE,WHEN A CONTINUOUSLY APPROVED DESIGN MY IS TO BE USED ON A PROJE ,ITSHALLBE I .� -1 I. I'. : ?I � I I � I - . MEASURED FROMTOP OFTHRESI--IOLDTiD BOTTOM OF STOP THE GENERAL CONTRAC-70P S RESPONSIBILITY TO MAINTAIN A COPY OF THE ORIGINAL STAMPED APPROVED MIX DESIGN FOR THE USE OF THL .1 *--- I .. . � �:, � � ": 1W . SPECIAL INSPECTOR THE CONTRACTOR SHALL MAINTAIN A COPY OFTHE MIX DESIGN ON SITE THROUGHOUTTHE CONSTRI,K-710N PHASE OF THE I I t , a :1-mi N I 11 ; I . . - 11 I ... I MINIMUM FIREPLACE&HEATING REQUIREMENTS PROJECT. � - ., � ,ie� : ,� I ,; * - 1.PROPANE&SOLID FUEL BURNING FIREPLACES INSTALLATION SL IALL COMPLYWITH IRC CHAP 1 0 1 1 . . 2.PROPANE&SOLID FUEL BURNING FIREPLACESTO BE INSTALLED ACCORDINGTO MANUFACTURERS INSTRUCTIONS, I III:: iN 11 _', , I � . I � . I I", , � �:I. .. , 17 . - . *1 , .. *:: 3 I III: I .�I I EPA RATED APPLIANCES ONLY. 1, .0. I� ** , -111- : I I.,W 11 . I . I I : I �. . :,1 . I . 11-,. � .. .. I - SMOKE&CARBON MOt IOXIDE ALARMS ,` "I��', , 11 I 11 1, I . 1:. � ..I I I . I , I, I I'll DISCLAIMER I 11 I - I I .. :� , 1.PROVIDE SMOKE DETECTORS IN ACCORDANCE WITH IRC R3143. ::: ,�;L � - 1: � -iII4:. . . 1-11 .�v ".. I ... � I; - � %I �ii,:;,_-. , ** 2.PROVlDF UL-2034APPROVED CARBON MONOXIDE ALAPTIS OUTSIDE EACH S[Pv`,RAT1 SLELLPINGAREA INTHE t,1MEDlATEVIC.JN1T)'OF EACF-I BEDROOM ;I- 1101. .. ,��, . .. -- i# . . .Iiftl �* *'L ,, I , jr,",�,",.i �'� ," .�;,I.,I, :.... - -�- ..1. ::: I:111 AX__ I. ; .I.- I— �� I 7 I_ I , " . . MCI - ;�- ,* I - . "i- I � ,-...: : - , I, '"', IN ACCORDANCE WITH IRC R315.2. :. _ �.....� '. ._ * . . ,II, I .. I& :110;:,:�,:,!`.�,,J _01, v 1 3.SMOKE ALARMS SHALL BE HARDWIRED AND INTERCONNECTED VIA WIRE OR WIRELESS METHODS ACCOPDINGTO IRC R3 I 5.1 1)-1 HE SMALL HOUSE CATALOG HAS PREPAREDTHESE DOCUMENTSTO MEET GENERALLY ACCEPTED PROFESSIONAL STANDARDS AND PRACTICES. ...iyi n�;: I,� A- 109 '* :I.'._� "... ..* A.: � I . ..,*r - ,-." , ,. �...�... I .. ,0,, IIII, wi: - : r/,"", .: , - /I ",, I .:F'I " , � , I I ,/;� _ I I , .. .."m mivm�.1 /�;_ I "' "A F/"I"I"' - "I , .1 "' I - , . �. I. I - N / � *1 , , . # I * / -IAI L B ��... I I. .. ff. � , """ , _CORDINGTO IRC R315.1. �1OWEVEKTHEY Hk�,/E BEEN DESIGNED WITHOUT ANY KNOWLEDGE OF -Or,REFERENCET 0 -THE_ICENSFE'S SPECIFIC SITE OR GEOGRAPI-11CAL .,.:. Ii� I a, W':I.- �, I I I � / 4.COALARMS1 - E 1111 JSTALLED ON EACH LEVEL OF BUILDING A( ,, : : m� 461" 1�711 1,//1'""W/F".4/1 r, I I Im ,� p , I, _ . _ I - , m . 11 1 T I � I �..� , . f , , , - , I I LOCATION.SPECIFICSf E COr![)!TONS MAYVARY AND INCLUDE BUT ARE NOT LIMITEDTO SUCH I HINGS AS:SUCH AS FROST DEPTH,SOIL BEARING I .. - _ �, Fli ; &!� I , , I I I , ,/ ,; ,, "f, /I I "', F. /�;//, , ,/ ELL 7 F/, I , f", -"I ,I, - I - %, , �I/A � /,�/ " " - .. wwr. ,;I,, �, Aj. ,I,"am/0, ,�,.AII I I " " CAPACITY SEISMIC ANDW1,11D ZONES,ETC.IN ADDITION,LOCAL CODE Rr .... I , * , , f" / , ; - // - :, � , I I "I I 11 Zama F1111,7 I'. "�'I I"I'll, / ; ;:f , I 11 . I :: 11�', .- EFFICIENCY LAMPS AS PER SEC R404.1 � ? , � I LA MIN.OF 75%OF PERMANENTLY INSTALLED LAMPS IN LIGHTING FIXTURES SHALL CC LIK-,11-1, STAIR RISE AND RUN,EGRESSWINDOWS AND SMOKE DETECTORS,ETC,MAYVARY THE STR[1 IGTH OF MATERIALS(E.G.LUMBER)A,//`,.lLABLE MAY , F/,I, 'a ,w, . ,� , :" 1�I :�, � I - � . I _ I *� ��P. . "I". " v " I ,; / /; ;v . I __ . I . DVIDED AS PER SEC R40 ILLICENSEE'SRESPONSiBILI ITO CONSULT WITH HISIH ER CHOSEN BUILDER,LOCAL . 11 ,i::: : ok�- ;iI, I;! _ ': IIII Ir-.,;. ,,, .: :1 , . .i� . : , .- ; �, 2.A PROGRAMMABLE THERMOSTAT FORTHE PRIMARY SPACE CONDITIONING SYSTEM SHALLBE PR( . " � ,/ , , � '' . / i, ZZ , , , , " / / r /; ,/ 10 I A : ,�� ; �, v ir 40 __ - i O/F ENERGY EFFICIENCY -QUIREMENTS,114CLUDING SUCH LIFE-SAFETY REQUIREME14TS AS STAIRWIDTH, ... - ....� .. wm, 1." �m ! _ /I Imi, I'll, �,-.:: :W *ii;iiIi ,,', 1W --14 "&',� I/// - A ," /A . �..T- , :�Al�, , I f I/F 1;1-/F�,/x�`-`�"-"��,��75 VARY THEREFORE,SUPPLEMENTAILTOTHESE DOCUMENTS,IT ISTHI I I .. , 0 _'. __. .. 15/� 1 . - -3.1.1. ,I--* , . �,:l 0 1�T/rz .. � : 11 � E :.:.,. I. II: .. -TOR AN AREA -GE OF FENESTRATION PRODUCTS SHALL BE PERMITTED TO SATISFY THE U-FACTOR REQUIREMENTS BUILDING DEPARTMENT AND,A,STRUCTUFAL ELIGINE[IRTO DETERMlr 11 THATTHESE DOCUMENTS M ET ALL CURREt J FEDr RAL,STATE/PPOVINCIAL p �ili II:� :4R: ., - "I. 1 3.R402.3,1 U-FAC -WEIGHTED AVERA I T2 U=.28 U X A=4.2 AND LOCAL CODES,ORDINANCES/ciYLAWSAND R.FGULATIO,NS,ETC.,AND ARE APPROP.-RIATETO SPECIFIC SITE CONDITIONS.COMPLIANCEWITH SUCH ,1. . ,�:!�. ��. I,*11. . :: I I.:, .,,,� 11, ....i: ;�: .:�.,�.,� I. - EXAM PLE OF AREA WEIGHTED U-VALU E CALCU LAT:ON:WIN DOW#I A REA I 0 FT2 U=.34 U X A=3.4 WI N DOW#2 AREA I 5 F - . :I.: ,�.:. :.,:I: .�:.: :� .- I ... . . �I I � � TOTAL AREA 25 FT2 TOTAL U X A=T 6 AREA WE EIGHTED AVERAGE 7.6/115=0.30 REQUIREMENTS SHALLTAKF PREOEDFNCF OVERTHESE DOCUMENTS, "I'll- I" `II .I ,/W11,�.1,0 am I I"A awro/1;I, 1I �& WATER EFFICIENCY 2)ANY USE OFTHIS INFORMATION WITI]OUT ADAPI TO C1 IANG�ES IN CODES,STANDARDS,SITE CONDITIONS AND OTHER FACTORS ISATTHE (f) 1.WATER EFFICIENCY STANDARDS FOR PLUMBING FIXI UPES SHALL BE MAX. 1.6 GA_PEP.FLUSH&15 GAL PER Mir JUTE FOR SHOWER HEADS,LAVATORY LICENSEE'S SOLE RISK.THE SMALL HOUSE CATALOG ASSUMES NO RE�PONSIBILITY FOR CHANGES MADPTOTHESE PLANS BY OTHERS AND MAKES NO FAUCETS AND KITCHEN FAUCETS,EFFICIENT WATER HEATING WARRANTIES,EITHER EXPRESSED OR IMPLIED,INTHI USE OFTHESE PLANS.THE LICENSEE AGREESTO DEFEND AND INDEMNIFY THF SMALL HOUSE . . 1. WATER HEATING SYSTEM SHALL INCLUDE ONE 07 THE FOLLOWING: GAS, PROPANE OR OIL WATER HEAT ER WITI-1 A MINIHUM EF OF 0.62 OR CATALOG FORALL CLAIMS,COSTS,LOSSES OR DAMAGES RESULTING FROMTHE USE OFTHESE DOCUMENTS. ELECTRIC WATER HEATER WITH A MINIMUM EF OF 0.93. :D -0 2.ALL SHOWER HEAD AND KITCHEN SINK FAUCETS INSTALLED IN THE HOUSE SHALL BL R,,!JED AT 1.75 GPM OR LESS.ALI-0 1 H LR LAVATORY FAUCETS 3)BEFORE ST/\RTI1�G CONSTRUCTION,IT ISTHE BUILDER'S RESPONS12)LITYTO CHECK ALL DIMENSIONSAND DETAILS,AND VERIFY CONFORMANCE WITH (D SHALL BE RATED AT 1.0 GPM OR LESS.B TO QUALIF) TO CLAIM THIS CREDIT,TI-IE BUILDING PERMIT DRAVVINGS Sl-iALL SPECIFY T�4E OPTIONJI BEING GOVERNING CODE REQUIREMENTS 1,ORTHE GFOGRAPHIC AREA IN WHICH TI-IE HOUSE ISTO BE BULTALL STRUCTURAL,M1.CHAI`'ICAL AND ?_ . I I . c FC . - Q) SELECTED AND SHALL SPECIFY THE WATER HEATER EO,IJIPMLN7 TYPE AND THE MINIMUN EQUrMENT EFFICIENCY AND SHALL SPE'1__IFy THE MAXIMUM EL 7RICAL RFQU I REM IN TS SHALLA,-SO BE REVIEWED BEFORE CONSTRUCTIO N REGI NS.CODES COVE Err I OVER D RAW1 NOSS A r ID D:r IT NSIONS V) FLOW RATES FOP,ALL SHOWER HEADS,KITCHEN SINK FAUCETS,AND OTHER_A�//\TORY FAUCETS GOVERN OVER SCALE,PLEAST NOT0 THE SMALL HOUSE CATALOG OF DIME-NSIOr%W_DISCREPANCIES. U Q) . 0 cl� AIR LEAKAGE �)THE SMALL HOUSE CATALOG H,`,S!�(JTJ BEEN ENGAGED FOR CONSTRUCTION�u,PERVISION OFANY KI1 0 AND ASSUMES NO RESPONSIBILITYTO +L I . . F UNLESS OTHER SPECIFIED BY LOCAL CODES,AIR LEAKAGE SHALL NOT EXCEED 5 AIR EXCHANGES PER HOUR 8 SHALL PH TESTED AS SUCH.A WRITTEN r-HSURETHA'.-CONSTRUICTION CU IFORMSTOI-ESE PLAINS,NOR HAS AN(RESPONSIBILITY FOR CONSTRUCTION MEANS,METHODSTECHNIQUES, = - THTHEVVORL. REPORT OF THE TEST RESULTS SHALL BE SIGNED BY TFIE TESTING PARTY& PROVIDED TO T�IF RY!DING3 INSPECTOR PRIOR TO CALL FOR FINAL SEQUE1�CESJ ROCEDURES OR SAFETY PRICAuTIONS IN CONNECTIC,!'\V.PVI I 0 �p INSPECTION.THE AIR LEAKAGE TEST RESULT SHALL BE DOCUMENTED IN WRITING. r1K 'Q� SILL PLATES 5)THIS IS NOT A SA:E OFORIGINAL DOCUMENTS.THL SMALL HOUSE C/\T,I,LOG RETAINS OWNERSHIP OFALL ORIGINAL DOCUMENTS AND ALL -141 = - SUBSEQUENT COPIES(REGARDIL 7SS OF FORMAT). < 1.THE SILL PLATE SHALL BE LEVELED CAREFULLY.IF THIE TOP OF THE FOUNDATION 15 LEVEL,THT SILL.-_A�TE MAY BE LAID ON FOUNDATIorl WITH A � N I CLOSED CELL FOAM GASKET OR OTHER AIR-IMPERMEA3LE MATERIAL IN BET',A/EEN,AN'D OF SAME WIDTH AS SILL PLAFI. 6)THE UCEI 4SEE IS GRANTED I HE PI,-,fFFTO MAKE COPIES AS NEEDED FORTHE CO�JSTRUCTION OF ONE(1)BUILDING PER PLAN J . 2.SILL PLATES SHALL BE PRESSURETREATED 2X MATERIAL DF#2 OR BrTTIR&ANICHOREDTO CONCRITEVVALLWITF-I 5/8"ANCHOR BOLTS EMBFDDED 7" PURCHASE.ADDITIONAL LICEI dSI.S CAN B[rURCHASED. U -� _j MIN.IN CONCRETE&2"MIN.ABOVE CONCRETE.ANCHOR BOLT SHOULD BE PLACE D 4'-O'O.C.MAX.APART AND 12"FROM ENDSWITHTWO BOLTS MIN, PER SILL PLATE. 7)TERMS AND CONDITIONS APPO TU,11L PLANS. \/ (j I LUMBER 8)MAILING ADDRESS. I ry" 0 1 . 1.LUMBER SHALL BE PROTECTED AGAINST ROT&DECAY PER IRC SEC R317. SMALL F-IOUSE CATALOG,L.LC . I < < . .. - . 2: � 2.FORALLPRESSUREPRESERVATIVE&FIRE-RETARDAN7 TREATED WOOD USE TREATMENT RATED CONNECTORS&HOT-DIPPED GALVANIZED.STAINLESS � ,I� 22 > .� I 1574 GULF ROAD�207 � � _ , .2� I 1. I < STEEL,SILICON BRONZE OR COPPER FASTENERS PER IRC SEC R317. POINT ROBERTS,WA 98281 1. 1;1 I � �. I IIIIIII, !'',',I" >_ (-) -jpwk ,�lm.- ., i 3.MIN.4"SLAB O/6-MIL POLY LAYER TEL.(6 1 9)787-9272 ,,"", ,*11 011�,I " I I I.. . !: , , � EMAIL:SHAWN�.�SMALI HOUSECATALOG,COM A, " ,,II"i I II 47",;,"�,., � 1U, >,,I A I LLJ .� _,kI ': � '�,� co Lf) �`"; _" I � .1 'a. - , I I I I _ I 1, �& ,�, . 1, I :: I, - ....I , , ,,I I ELB _ALOG_COM I � 1. � � " , � , , WINDOW REQUIREMENTS SITE.SMALLHOUSECAI I 119 " � I W' "S I * j ,�, , . FLOOR OPENINGS FERMI . _�-k ': I. !! A " , , I, " T ,I - - ",� I .11, I I :: "I I . I Z 0 2.MINIMUM 24"NET CLEAR OPENABLE HEIGHT 1. � - �� : ! I I Fr ,� I I - T_ N � , :4 ,,i,p� o , MIN,5 SQ.FF.OPENABLE AREA, -.- I. - .�11 � _ 1.MINIMUM 5.7 SQ.FT NIT CLEAR OPENABLE AREA,EXCEPT GRADE F �; . , , _, , �_:�I,� 1�, , ,'III I A �, I �I � ...I W.�1, I I I � I I I 20"NET CLEAR OPENABLE WIDTH. ��I I .1 I 114 0 3.MINIMUM I;, I. � I . "" I I� - = 4.SILL HEIGHT SHALL NOT BE MORETHAN 4�"ABOVET AE FLOOR .: I,, I , ". � F 1; I 11r, . I� , W, , I I 11 . i I I (/) m 11 '. I , I "I Ali .0v - _ " I ,/�,, : � I I 1 5,OPENINGS SHALL BE OPERATIONAL FROMTHE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS,11 0011-S OR SPECIAL KNO`vVLEDGE. PROJECT DATA 91" ` 1* ,� I I I , I E - ': I I I p I , I I Uj MINIMUM ROOM AREAS&CEILING HEIGHT I .1 I ..I : I , "'.. . 1:11 I V) - .11. I ;, � 'IF I *,.,..,* , ,"'W, LU I I 1. . I; "� " I Alk...I I , , , 1.HABITABLE ROOMS PER RIC SEC R304 FOR FLOOR AREA. EET R305 EXCEPTIONS(1) K I�v � I.:,:� � . �, - ; I� ,V,V�, Q I. , ... ... I ...... 1\COMS T ... ., 7 � ,. , If 40.7, # � .. .,I , 10 M, . 11, I �1111 , X, � ,I. � , 1, 11 , I, 1E 2.HABITABLE ROOMS PER IRC SEC R305 FOR CEILING HEIGHT SECOND FLOOR HALLWAYS,BEDROOMS&BATHr 11 I I ..��.: , ; : � 0", I , < 1: . .... . I . " _ , " I . o r , ... .1:, , _, I , � - AND(2)FOR SLOPED CEILINGS. DESIGN S-TANDARD(S):20 I b IN'TERNAFIONAL RESIDENTIAL CODE . - ..., x � :�':,,; I...."', ,I�14� - ., ;II,,�';-,� I ; , i I .1111 � � , STAIRS,STEPS&LANDINGS . vv I ��..I I 0 . � -114 0,'001 I '61'. " , : I @ :�... - I P .. # I SEISMIC DESIGN CAT EGORY:PER SE "I 'If III ,v . I f . , I,, A I - _ I _ � d :� '' k�c , ,�� I , 11. III- . IV, � "=, ��i M, .:,�� I . � ,� .. , ""I ,;r" _41111111I. .1 . 1.STAIRWAYS&STAIRWAY LANDINGS,HANDRAILS&ILLUMINATION SHALL COMPLYWITH IRC SEC R31 1.GUARDS PER IRC SEC R312. .., 0 AV �,, N I WIND DESIGN CATEGORY:PERSE �. I 7:I ;-ii- .. -, - , , 11 �� A: �, , , ::; I .:.",;, -I.�:::.: I - ." . -*I#, 2.R311.7.6 LANDINGS FOR STAIRWAYS.TIdERE SHALL BE A FLOOR OR LANDING AT THE TOP AND BOTT OM OF 1AC1 I STAIRWAY,THE MIMI�1UM WIDTH V. 1 11-7,1- , ,;� . . . I ;�r EPI THAN SNOW LOAD:50 PSF OR PER SE �� 1� I 1A ,�,� PERPENDICULAR TO THE DIRECTION OF TRAVEL SHAI-L BE NO LES' 11 -ED, I-A&IDINGS OF SHAPES OTH 'I,. "M :Z� W A� ��. - I. 3 THAN THE WIDTH OF THE FLIGHT SER'V, , . . 11 .1 TIP , I .. ... I! ..I , , : SQUARE OR RECTANGULAR SHALL BE PERMITTED PROVIDED THE DEPTH AT THE WALK LINE AND THE TOTAL AREA IS NOT LESS THAN THAT OF A HOUSE AREA:542L SF . j �, , �. �11 , . I � Z,,.� PIL� ..., � ..� ; ,:::I , 11 QUARTER CIRCLE WITH A RADIUS EQIJALTOTHE REQUIRED LANDING WIDTH.WLIERETHESTAIRVI HASA STRAIGHT RUN,THE MINIMUM DEPTH lr\l HOUSE HEIGHT: 26-8 15/16"+/- I. .. 11 7: , ,, - � -HES(914 MM). . v � I �I , 0, , F ,�I V 11 I " I ��', , � THE DIRECTION OF TRAVEL SHALL BE NOT LESS THAN 36 INf . �rr v ,f ` : � �� I /, - I � A, � ,:�: " ,I � _ , MEASURED FLOORS:2 11" I �' I .� I I 1. '' " I - , I .1 IFIF , - - I I ,� 3.R311.7.2 HEADROOM.THE MINIMUM HEADROOM IN ALL PARTS OF THE STAIRWAY SHALL NOT BE LESS THAN 6 FEET 8 INCHES(2032 MM) I I � --I[ 101 ,I ; Mr I I . 9/1" _ A �,* � I � . T 'M ON THAT BEDROOMS:2 , I -1 � � , II . -.TREAD NOSING OR FROM THE FLOOR SURFACE OF -I t-11 LANDI'IG OR PLATFOR . .F � - �, 'e, . "S ." I , - I I I.". . : _: I . I v , - , . , _� II VERTICALLY FROM THE SLOPED LINE ADJO11NING TI I I � ' ' , � . , I I I , , I . , ;,� .�.. I .., -T77, , I . j ,4 1& . .. I , . I I .:"a� 'j ,E A , 0; III ' ' # ,I . 4,� , . k . , " " '' � � J� - � �,. .� PORTION OF THE STAIRWAY. m, I r. . ,� " i � . 1 BATHROOMS:2.5 �'77 X, :, 1.* , 0 . T IN P TE 11 � k R-1 V, o I - # # 40/ 1 1 MINIMUM FIREPLACE&HEATING REQUIREMENTS FOUNDATION:POS OURED CONCRE "'" , . ,.. � `�* : � 1_1 I 4 � 1.PROPANE&SOLID FUEL BURNING FIREPLACES INSTALLATION SHALL COMPLYWITH IRC CHAR I O t .*.,:, A , PORCH AREA:30 SF - 11 I AN *77, !�:� - - ��, I . 1. 0 I �=_ 1 " 'I". . - :if.: I I. ,I: I , " *' , , I 0, I 1, _ .',� . 4a a � �.11 � , U A - I 1. .. I - .1w I "I .1 11 , . 1 2.PROPANE&SOLID FUEL BURNING FIREPLACIESTO BE NSTALLEDACCORDINGTO MANUFACTURER'S INSTRUCTIONS. DECK AREA:260 SF . , , , W �* 0,- I ; �"" �: - � "I V , " � I . �; . I I � ... I I , , .. " 11 � ''I'll- --- _1_0 BE DESIGNED BY OTHERS I A R W, - 5 i vw 1 1 ;7: 1 / SMOKE&CARBON MONOXIDE ALARMS HEAT*ING/COOLING SYS'TEM(S): I ,'I m?. 0 I 1. � I . A I � i# STEM(S):T :�, .. $� - , 491� I 9 I 1; mr, . 1.PROVIDE SMOKE DETECTORS IN ACCORDANCE WITH IRC R314.3. WATER HEATING S I ANKLESS ELECTRIC _ � � I I . A t 0 -I-10 p I ! , - I .1. 2,PROVIDE UL-2034 APPROVED CARBON MONOXIDE ALARMS OUTSIDE EACH SEPARATE SI EEPING AREA INTI IF IMMt'Dl/-',TF VICINITY OF EACH BEDROOM I X: X z � - 11 11 ._1_---.1.. I 0`11 � . 1� .11 .1, �� ; � 11 , PRINT SIZE:24"X 36"(A I 594 X 84 1) � " , 4�. 4v S .. ; � "'' 'm ... IN ACCORDANCE WITH IRC R315.2. 'n I I� .. � m , , I , , ... I , ". . ,..:,.,r� I . -i_5, ,,, :I 'A I W-;, � �. ' ' 11 I , I, , 3.SMOKE ALARMS SHALL BE HARDWIRED AND INTERCONNECTED VIA WIRE OR WIRELESS METHODS ACCORDING TO IRC R315.1 ,I 9km � , I 1, , � . I I 11 . 11 .. F. ". " I . 4 -1 LEVEL OF BUILDING AC 1 )IRCR3315.1. : I A , �,�, I . ,r ,'' , III` 711-1 ,TO ;,?� " � , .: _;.��. ,,, ,I . I.. v -1 - , ,� ___u4mal-I z�144 W_� , �, W 4�-i I II. 1. : �I � .CORDIN, , , , .., , _i& �M , .i K My A �f , , tf:'�" ,, . # .CO ALARM SHALL BE INSTALLED Or J EACI 0 - �__,�, , ,,# -1 . �:w�. , .: �1'm' "I . , " - "',....�. .:., ;.: � I 1".. 1: w. , p , �. . ��I�.�P . / , "I .1 11 ,M i'�" ,a x I I ..,I I �p I I '' - v /' T '. - "' ,. 1_2 ;&�, im, ::,� ... ;� .. I , ENERGY EFFICIENCY , 4w, , , , I 1� _��, - jm W /.:, � W. ... 1; - ; W" , " " ._ 1-I.: ..p 'a I. 1.A MIN.OF 75%OF PERMANENTLY INSTALLED LAMPS IN LIGHTING FIXTURES SI-IALL BE HIGH-EFFICIENCY LAHPS AS PER SEC R404.1 I I'll, I I :��P_ I A, I ... ,g.",� '14 : .. . , - - .. : I I .. II , : I I � I I r I/.: I . /.A � 1/11 , � ., . .I, 1117. I 2.A PROGRAMMABLE THERMOSTAT FORTH E PRIMARY SPACE CONDITION I NG SYSTEMS HALL BE PROVIDED ASPER SEC RAO3.1.1. SHEET INDEX I :.. W I I I.. � ' 'I , 3.R402.3.1 U-FACTOR AN AREA-WEIGHTED AVERAGE OF FENESTRATION PRODUCTS SHALL BE PERMITTED TO SATISFY THE U-FAC-OR REQUIREMENTS. I ; I W, I W.. , '�� , :, I - �� .1 74171"4"'� "-, .1 . W," ."I ; .' , ,I I � , �� .1 A ,, � ��,j . _ ", 11 Ii� EXAHPLE OFAREAWEIGHTED U-VALUE CALCULATION:WINDOW#1 AREA 10 FF'.U=34 U XA=3.4WINDOW#2AREA 15 M U=.28 U XA=4.2 'Am I I�� 11 I II, I I. � I, I . 11 . I W 1. , �d� , .1. I - - 4A pl, . �� , , I E 2 :�_ ;::.... .4. ,.I.: . I I :111,iii, ...':i . . 11 1: . I ::�,* � .., :_ . ` . "Al". _: I I .� 46 � TOTAL AREA 25 FT2 TOTAL U X A=7.6 AREA W-IGHTED AVERAGE 7.61 5=0,30 11,:. ...",R - �, .* .?;:I III i ,* IV , I .1 I - .1 . I I : W I. a I �p I I ;; 11 . ......I ,, �. -ION &SITE PLAN - 1. I . I , ,* ,/ ... AOOO: PROJEC I INFORMAT . - � X.- m -1-I A I . __-:/1______....�.....� _ -1 --d" Z, ,. , I I I �, I : ;:. WATER EFFICIENCY - "I , I� :: I . - . 0 M I'll ,�/,, ,: /I- A .. I ' ' , - A , � I �...I— � I ,... 1. .I I I . :/ ; - I 0AIATER EFFICIENCY STANDARDS FOR PLUMBING FIXTURES SHALL BE MAX.1.6 GAL PER FLUSH&2.5 GAL PER MINUTF FOR SHOWER HEADS,LAVATORY A I 0 1: ELEVATIONS I. . :,'� . I 11 I , . , I , ,, ,� , I PERMIT-DNG , . ;� � ,, I I I FAUCETS AND rITCHEN FAUCETS.EFFICIENT WATER HI-ATING A20 1: FLOOR PLANS&INTERIOR VIEWS , . .I� '� I '� A I�J:I� . I � 1% j / , Z / / / III , f �, ii, � "I �' W. , 1. 11 , Ji, 10 ,�I -01 I- A � , 111 I, 11 Mm, � �1 �, ,�' ON I I ,A � 0/0-0 "� " 00" / .. 1.WATER HEATING SYSTEM -IALL INCLUDE ONE OF THE FOLLOWING: GAS, PROPANE OR OIL WATER HEATER WITI I A MINIMUM EF OF 0.62 OR . . -1 �"Mom mg-W *�, I 'I 4�/// ., " -, ,W -1 r, , A -"ANW, 7 1 1 TION& MAIN FLOOR FRAMING PLAN , I , R . � I/ , SF A30 1: FOUNDA II 'I II , 4 -"A .11 0, ,� 11 1: ; I ELECTRIC WATER HEATER WITH A MINIMUM EF OF 0 93. , f/", �_ I!, , I �. ,, � 7 R- ,I� I." :� . 7q 1 , 1/1 I/ . , : :1 I , , . 11 4? " 0 1 M ! �in ,I", � . THIS PLAN MUST BE SUBMITTED TO A I , i Fy THE OPTION BEING .Imm MW,I I . : , I 1 ESS.ALL OTHER LAVATORY FAUCETS A4 - MING PLANS & DETAILS , I p. , , I . ,""" .. I .. /1 i 111 2.ALL SHOWER HEAD AND KITCHEN SINK FAUCETS INSTA!LED IN THE HOUSE SHALL BE RATED AT 1.75 GPM OR 0 1: UPPER FLOOR&ROOF FRA " ,di , � " �. I :. . ; .4 , -, I I . v -0/19". , ", H 1�.V SHALL BE RATED AT 1.0 GPM OR LESS.B TO QUALIF'I TO CLAIM THIS CREDIT,TI iE BUII DING PERMIT DFA`,A/lNG I � , " " I :i �; , , � . �S S1 IALL SPECI " ./w 0/1 . � - i . LOCAL CODE ENFORCEMENT AGENCY, -Ei,ICY AND SHALL SPECIFY THE MAXIMUM A50 1:SECTIONS ,-*.. ':� R� .. ... I " . - � ,, - � , I .: G -1 I . 0 .W I I 11 /�, STRUCTURAL DIGINEERING MAY BE SELECTED AND SHALL SPECIFY THE WATER HEATER EQUIPMENT TYPE AND THE MINIMUM EQUIPMENT EFFK ' .1, ,., ., :.If L I I I . - , ,A-� e -TS,AND OTHER LAVATORY FAuC IETS. 111110i a,iil I � ,'I I ... I REQUIRED. - FLOW RATES FOR ALL SHOWER HEADS,KITCHEN SINK FAUCE . .W0 J. . r :1 , I : . 01 - : . �'I 41, I ,.", ,:� 77 . 11 1. A I 111!P71II 41F, . 11-V I . I: I ;1. . lxmiii: �, .I �` I I 1,�� I ;:- 4f " . ANCHORS&FASTENERS 17 i : , , 51, �;, � I " " 10"i, �. , . ��,�0 il.�� ': 19:,�X� � I I �I �1. ,� I 4 1.PROVIDE APPROVED ANCHORAGE OF BEAMS OR GIRDERSTO POSTS PER IRC SEC'S R407.3,R502.9&R802.1 1. . I � : 1. . I� 4m: . I- ,I, , . I: . . 1: . !�a , T/1 STRUCTURAL ENGINEERING - 23HIS STRUCTURETO COMPLYWITH MIN.FASTENER SCHEDULE,TABLES R602.3(I)TII IRU(5) I:.w I. ,� , I F ;Iff"I I I . I'll .Iit. 9"C:;i . I i "' /",�� :. , . ,_ 01;.% I I � � ...� �� .; I . � � �-I"";I:�, 1 4 �r�l . I ,PIP, BLOCKING . I I ;- I � , ... .I . ,� A �11�i 4I� I ,, : . A � . I/ �� , :i. I . �,,: �, I; � -TURAL '' SOLID BLOCKING REQ'D AT ALL BEARING POINTS OF FI-OOR CEILING&ROOF SYSTEMS PERRC SEC'S P,502&R802&IBC SEC'S 2308.8.2&2308,10.6. 1 1 ; :,,, - P, I ANY ADDITIONAL STRUC , I 1 7 JAIF"�� flA �/� 17A I I . � I , 1�. .. 11 � - I I 0////'//F- �, , . �I I , � 14 1 A I . 11 I � / 4 A , �7 : ,:1. t`i: ,,i��,�.!F, ENGINEERING REQUIREMENTS SHALL BE I 11 � * J F., 11 ,I . ,I A 1. �,r " , �. . A,11,,, ��, . I " , " , EGRESS If� , I I . ". � , I .- -_ ..".. . . ,_ . zw � g - , -11S PLAIN AT ALL TIMES. I I I" � 1. .. . I ,'�, ,W, I p KEPT WITH Tl� ". .. II51V. "'. � -i HABITABLE SP/\CF REQUIRE EMERGENCY&RESCUE OPENING COMPLYING WITH I 1� 1... I , .,:,.� . ,I � -� : 11 /. , � I Ix ..: " 1 1 _4 ,V..� ,;;; ,-_�, 1p, SI, I LALL ROOMSTO BE USED FOR SLEEPING PURPOSES&BASEMENTSWIFFf I I 1 .", 1. j�1,7� , II , � = I"Ik, 4i #� -.0.1111, ei *.II III,- # ? . . or Ii I �: �, ,, �f::: � � .1 . 11: w: .11. . I �40.1! 'i "I ," �. _.,�� ' A I., � ""' .:: ,jpy,�..I , �1.7 .. ,.�. "... . ,�.W_- Air. ':; '; If—I ..: I, �. yi ��I:H .i .�"'I .;I�?,I 3 A.� �-.:ii��:**� "MR,�� .., iii:ii� I I . , - � �f',., I I - , I 11 2.AT LEAST ONE DOOR SHALL MEET EGRESS REQ.IRC R3II.TH1f DOOR MUST BESIDE HINGED WITH MIN,32"(813 MM)CLEARWIDTHWHEN MEASURED .. # ., 11 I.; .1, I ,,, , :. . .. V, �i . .. I�, if �, _y I I .,I , '�, I. " I *�"` , . . . Iin .1 �_ , .1 I, : 1, ".,,.i .r , '. I I ; �:, ....� E, i.i , , ,W. .* ./ .'. ., �', I p , : �: i:, ..: ".: g " 'A 10, _4 , , ..i. � F I ,, , I .,: , #.: .*. .,, - :: I"", M� I v I " , :: � I .. , If.! I . ��."i .,v� I* 1, " .. 11I� �, 'r i� �: ': fff �� w ,A . .,"fi -I . IRC SEC R3 I 0.1. -, , *': I'; - # , 1. lic: . 40.1 I ,Ii * , , ; , I/ .: , � : 1. �: .1 � .., .:, � I, mi., I"' I -�, :: I . - . . ..., .. ... I 'i ,�f". . _ , . , ,. *1 __ff___.� I. , . I� .. � . L___.I! . ,W I . : .::I 1-__'-_.___ BITTHE FACE OFTHE DOOR&THE STOPVV/DOORA71 90 DEGREES(1.57 RAD.).MIN,CLEAR HEIGHT OF DOOR MUST NOT BE-,THAN 78"(1981 MM) : � � � . , 0 '? 0 1 �,:� .: , . - . 1. �'. - 0 :1, I . , .;: 1 . :i. ,1. '__ i': ..I .. I . ,-�`, I II:;I W & .. W , I Of� , I . � . __ ., �. - TOM OF STOP . �� I ". .I". ".. ..", *, - . _4�_�- .,�.� '', I, I � :�� I .1�.� I. .: A � I . , I. . .1. I . � 9' I— I MEASURED FROMTOP OFTHRESHOLDTO BOT I" � . :�� : . .:III:-:, . ,I I:: - iF., , 4.r�' -", :;. I I , I 0 .,III ; ..,ik.'. . ,W1. - ...I.,� :1... ,�, I �� , I* 0 ...., ,: P 0:; - ., I * � "I I: -0, g �W_ �I . I, I '�/FRI V?� ..1. �" :i�:, ,7- , , 'g, a I , * -1. III - , , , . , * � p 'I.Ii .'.�:_.; ��' :. I? S� ; I, I , -.1., t I ,/�� 11 -L§ _1 . ,Z. , � , :I , , , K .: ... .. �. f, - ".. 111. I .I i -ii-i --iEATING REQUIREMENTS I ...... .O.P. . , I.. A ` , A-', , � W - ., .,�: I ..,* -I - I , . - " 11 , .. I I IF I ::: I`�,, , ; W , ., I . �" �, ,; MINIM!JIM FIREPLACE&I ,. Iii � X "I...... . _�, F/11,Ff , - I.. I 1 7:i.11.1-1.1'. , , _: . .�I;: )t S __,.......__,'�` - , , jkr��..:x , I ,I/ 11 _7 � , I' _ I 1; 11 I : ; # 11 . I 1.PROPANE&SOLID FUEL BURNING FIREPLACES INSTALLATION SHALL COMPLYWITH IRC CHAP I 0 __ r111 I I ,, � * i-I . �. 1I` , .1:.1. ! , 11 . I I 11, ,� ,:; I !. I 1, : � � 2.PROPANE&SOLID FUEL BUR"41NG FIREPLACESTO BE INSTALLED ACCORD I I�G TO MANUFAr_7URER!S INSTRUCTIONS. �,/�11, I ,/, I - 11 Ill.,i, ..:I 19�� AMR" ��,;: -o . I I I I ? i I K! 7/1--/, - 1 III .0 _ . ;. , - I I�_ � III...:I�r � 'T � � I I , fflff'�� : ,;,I, II: .....1. I 11 , I 1, 3.EPA RATED APPLIANCES ONLY F'�...;'.!� �,` I// I , ,� . " I I i AUG 19 , '", 10111 11 I i, I 11 � `-�" ...i "". . I P" 01 0, III � ", i '.� ASO� ":� I I ;1 xu� ,/ I '! ) I � � I 11�. I if I ""r �I,g'/' ,I rr , I � i SMOKE&CARBON MONOXIDE ALARMS ,a".IF "I ; "I I /p/ � /I � i " I,INI, V '. I I 11� ;.� W 0 . ! I 011F 1 Fllfl 1, ,IF 1�"I I , ,, , ", I/ , 11 R`/ III 1� I 11 �� ", ` 11f� f" I 1/1,A I I 11- , 1.PROVIDE SMOKE DETECTORS IN ACCORDANCE WITH IRC R314.3. IF' ' I " . I" I 1, ,///// A1111 iler 2.PROVIDE UL-2034 APPROVED CARBON MONOXIDE ALARMS OUTSIDE EACH SEPAIPATE S!E�-PING AREA tN-HE IMMEDIATEVICINITY OF EACH BEDROOM # FF/— , , " A I'll 1011 " I 111�, " II/ri I - �, �, , , , ` Ix, " ,�, r , 1::1 . . IN ACCORDANCE WITH IR,-R315.2. ,� ",I... $ 1 ,�, I'll, ::� " I #YI; ',1, 'I' : - I. . "I.- I I 11 - 'C R3!51.I . , I 1 3.SMOKE ALARMS S1 1A ILL BE HARDWIRED AND INTERCON11 J,-(,.TED VIA WIF E OR WlR ELESS M E7�IODS ACCOR DING TO IR I I I 1�� 1. .1 1. .., I/ 0, � " I :� ,� � ",�, :,; . -11, . I . 4.CO ALARM SHALL BE INSTALLED ON EACH LEVEL OF BUILDING ACCORDiNGTO PIC R315.1. r � 11 , I �� .00 A I J -�I ; . PROJECT INFORMATION - 11 11 A 1 1 1.11, I 11 I, - � 1� I I 11 I 11, , ;, , I - I I , ,/�/, . I � I 11 I,I, I I � 11 ,� I , , I "I'le" , , //M / F I ,// I I, 11 IA ` A,1I A I ,/ FI`,,, I , .. ENERGY EFFICIaICY , 1, , IF 11 � I 11 .11, A�, a 1, L I , , 11 I I I 11 , 9/1, .5 , , I ' " I , I I , "I', ,� Al, , , , . �j// I I?", . A � I 'I'll I ,!, . 110 , , I, -1 � I'll, I , ./// , "If ,�:, � ,.' *_� � "I ,� I I , 'm I /d A I LA MIN.OF 75%OF PERMANENTLY INSTALLED LAMPS IN LIGHTING FIXTURES SHALI BE HIGH-EFFICIENC`.Y LAMPS AS PER SEC R404.1 -, ", , � �, I I. Imly I', 11 // 11 I.. `� " 'A - � . - 7,�A"� A/1 11iiiii 1 1AII 1 1 1;;11" .I. I 01-1, , 2.A PROGRAM MABLETHERMOSTAT FORTHE PRIMARY SPACE CONDITIONING SYSTEM SHALL BE PROVIDED AS PER SEC R403.1.1. 1 1 R402.3.1 U-FACTOR AN AREA-WEIGHTED AVERAGE OF FENESTRATION PRODUCTS SI--IALL BE PERMITTED TO SATISFY TFIE ULFACTOR REQUIREMENTS �_ EXAMPLE OF AREA WEIGH TED U-VALUE CALCULATION:WINDOW V I AREA I 0 FT2 U-.34 U X A----3.4 WINDOW#2 AREA, IS FT2 U-,118 U X A=4.2 M 0 G 1� TOTAL AREA 25 FT2T0T/`,I U X A=7.6 AREAWEIGHTED AVERAGE 7.6/25=0.30 - WATER EFFICIENCY I "I,-%- IS. * A000 L cc LWATER EFFICIENCY STANDARDS FOR PLUMBING FIXTURES SHALL BE MAX. 1.6 GAL PER FLUSH&2.5 GAL PER MINUTE FOR SHOWER HEADS,LAVATORY W ' 3 � LU FAUCETS AND KITCHEN FAUCETS.EFFICIENT WATER H�ATING :T I I I ..-1 I '. I 1. WATER HEATING SYSTEM SHALL INCLUDE ONE CF THE FOLLOWING: GAS, PROPANE OR OIL WATER HE,ATER W! H A MINIMUM EF OF 0.61 OR m t. t . -4 ELECTRIC WATER HEATER WITH A MINIMUM EF OF 0.93. 1 2.ALL SHOWER HEAD AND KITCHEN SINK FAUCETS INSTALLED IN THE HOUSE Sl--IALL BE RATED AT 1.75 GPM OR LESS.ALL OTI IFR LAVATORY FAUCETS , - "N rs SHALL BE RATED AT 1.0 GPM OR LESS,B TO QUALIFY TO CLAIM THIS CREDIT,7 HE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BFj,N'- I k 0,9,?1, SELECTED AND SHALL SPECIFY THE WATER HEATER EQUIPMENT TYPE AND THE MiNIMUM EQUIPMENT[I FICIENCY AND SHALL SPECIFY THE MAXIMUr� \0 FLOW RATES FOR ALL SHOWER HEADS,KITCHEN SINK FAUCETS,AND OTHER LAVATORY FAUCETS, ()FESE . July 2020 - I I I I . . COMPOSITE SHINGLES SMALL HOUSE CATALOG 1574 GULF ROAD#'207 POINT ROBERTS,WA 98281 i + 1 (619)787-9272 SHAWN 4SMALLHOUSECATALOG.COM DESIGNED BY Shawn A.Denner fo, Small House Catalog,LLC 12 2X6 RAFTERS an,24"O/C 5 SI FE ADDRESS 1'-0" DFCURATIVE SHUTTFRS WITH MINIMUM R-30 SPRAY-FOAM PER OWNER'S SPECIFICATIONS 6"TRIM ❑� ❑ jIHL ❑❑ S GROVE ROAD 18"WINDOW BAY(SITE-BUILT) OUTHULD,NY ll 2X6 FRAMING PROPERTY DETAILS ❑Ll L ❑❑ U14 Lil L ❑❑ -qUI 2X8 JOISTS n_ 16"OIC WITH MINIMUM P-30 CONTACT N WALL ANGLES 47.5° 12 E;"VJNDOW CASINGS 5 HIP ROOF OR OTHER ❑❑ ROOF PER OWNER'S SPECFICIATIONS —10 [U E11] DID LILJ [JEILI EJ 11 rT� :1 F11 o-vE -11-1 -- WOOD OR CEMENTITIOUS SHINGLES ❑ —10 ❑ ❑❑ WATER.TAB'�._E WITH 101 BEJEL AND!G'�MTAI-FLASHING ❑❑[10-1:10,013 , E1000, W V N N U O ry FRONT �LEVATION REAR ELEVATION N Q u I SCALE: I/9"= SCALE: I/9"= I' . �Q2 ry O U 0 CD U0 Z o CSC v E LU Q U-1 < r 12 12 8 8 12 12 B � 18 PERMITTING 12 5 }-- THIS PLAN MUST BE SUBMITTED TO A CODE ENFORCEMENT FLOOR 2 CANTILEVER5 I LOCAL STRUCTURAL ENGINEERING MAY BEY REQUIRED, STRUCTURAL ENGINEERING ANY ADD 1TIOr;AL STRUCTURAL EN 'NEERING REQUIREMENTS SHALL BE KErT WITH THIS PLAN AT ALL TIMES. I ELEVATIONS A 10 1 LEFT ELEVATION RIGHT ELEVATION QAC?0�9?S ,O�P�� 3 ESS Sc 4 SCALE: 1/4"= 1' July 2020 TABLE M 1504.4.4 MINIMUM REQUIRED LOCAL EXHAUST RATES FOR ONE-AND TWO-FAMILY HOMES TABLE M 1504A MINIMUM REQUIRED LOCAL EXHAUST RATES FOR AREA TO BE EXHAUSTED EXHAUST RATES ONE-AND TWO-FAMILY HOMES Kltcnens 100 dm Intermittent or 25 dm continuous AREA TO BE EXHAUSTED EXHAUST RATES Mechimcal exhaust r-aaacity of SO cfm 100 cfm intermittent or 25 cnm continuous Bathrooms%toilet rooms nterm:tt?nt or 20 cfm continuous Kitchens &=% HuAva" ac M^ch;anrcai ex1?aust caoarit;'of SO c'frr, BathroomMecha sltoilet rooms nical exhaust cap' y of 50 cfrr Laundry rooms/closets inter'mlttent or 20 cfm continuous Intermittent or 20 cfm continuous S!I ,h,If—p.E,,m.,`"n oiz"il7�1 m;i; Laundry rooms/closets Me'chanlcal exhaust capacity of SO cfim Intermittent or 20 cfm continuous ,•s!! r r.�• ,:o-Dort%�:13A1-ABLE M 1507.3.3(1) CONTINUOUS WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM AIRFLOW RATE REQUIREMENTS TABLE M1507.3,3(I)CONTINUOUS WHOLE-HOUSE MECHANICAL SMALL HOUSE CATALOG DWELLING UNIT FLOOR AREA NUMBER OF BEDROOMS VENTILATION SYSTEM AIRFLOW RATE REQUIREMENTS 1574 GULF ROAD#207 <1,500 0-I 2-3 45 6-7 >7 DWELLING UNI-T FLOOR AREA NUMBER OF BEDROOMS POINT ROBERTS.WA 98281 1,501-3.600 0-I 2-3 4-.5 6-7 <1,50C>? 0-I 2-3 45 6-7 >7 3,001-4.SC0 0-I "2-3 4 S 6-7 >7 1,501-3,000 — 16,_7„ r'o-s!!t��„re+�,:=oav:�„,,z.i,.,:r„I�or=orHxnano,nti, I I0-I 1 2-3 4-5 1 6-7 >7 + I (619)787.9272 3.001-4.500 01 1 2-3 4-5 1 6.7 >7 SHAW tJ,,-a-)SMALLHOUSEC.-ATALOG.COM DESIGNED BY Shawn A.Dehne.r for 35'-0” 5'-0" - Small House Catalog,LLC I I I I 3 II.2° SITE ADDRESS 3'-II 112" 4'-fi' DECK 5' CO” 3'-n"--,k 4'-2 1/2" 7'-1" 2'-11 1/2" 3'-0" 65 GROVE ROAD o R03648 SOUTHOLD,NY o I I DH 35'.:0„ Y.O. R03648 I PROPERLY DETAILS -- - EGRESS - 3.2X4 POST(IN-WALL) — 6_ „ 5'-2" 3'-10 I(J" 5'-2" T-2" 4'-2 U._" �'-8" - CASEMENT 5 1/2•' 3 :!2" CONTINUOUS 6X12 R1 ER R06282'/ R06282; _ 806282 Ari SEE FRAMING PLAN i r PATIC/FRE^JCH DOORS I PATIO/FRENCH DOORS PATIO/FRENCH DOORS G-7 1/2" - /•.; 6;�� __ _ __ 3 2X4 POST(IN-OALL) r/& 6 CLOSET CONTACT 2-1_X 12 HEADER L 2-2X12 HEADER CIcC-roiNo-IMDLc caPFr.Er[�Js�SSsn�TEsaREc�LIU}PR,Lv NCa RIT —7 .- - 2.2Xq 3-2X6 POST(IN-WAL ) II; 80628I2'i 1SULU ; HALLWAY '-&5co LI/A2"#= )!NG ,Mid �S}✓t. cJl is INSULATLD HDR 11 j sC U- M Q1-4 RUMP 1 CEINC, X R� O VL� �82NOTE:INSTALL SMALLSINKJVANITY NY DOWN 0 L.B.WALL % O2OR USE OUTSW:NG DOOR P ,LL LINEN WATER CLOSET R02882;4` TANNKS VVF BELOW STAIRS 30"SINK CABINET Fo'�p 00 / - -F FA FnN o o I q,0" / R03282 P:M — ry 1 C ourE M - r 6 —3'2" r� GREAT ROOM I m MASTER BEDROOM 5 =, SPARE BEDROOM - - - - a.50I - WOOD FLOOR 5'-11 1/2" N - 0 WOOD FLOOR a ; I 201 WOOD FLOUR VAULTED CEILING 201 �< <_ 24"DISHWASHER THROUGHOUT MAIN I OFFICE SI;owEP v FIAT CEILING IiA co" 25-1 1/2" LB WALL ;^ O 3/4 BATH K� POINT LOAD:PROVIDE 6X6 POST O O 311 IF NO FULL HEIGHT WALL r .{Ea FAN n � rn r / P;iMv CEILING n'. 12'9° I CASSETTE 3 -1 I It O FULL BATH A"J.OI UP4 9'-21/2" 2-2X12 HDR 2-2X12 HDR 2-2X12 HDR I A201 FAN i INSULATED � -�/� INSULATED _ � INSULATED � n 5 w 80364 I I P03882'/z R03648 R03648 _ R03648 R03648 8 ENTRY DOOR DH pH�- EGRESS -� � EGRESSDHEGRESS CASEMENT CASEMENT -0" T-0" 4'-21/L 4'-0" T-U" T-7' 4'-8" 0) 6'-U" 3'-0" 9,15„ G 3'-2" 8'-5 I/2" 9'-8" � ',• 3 !2" 3 I/2" 3 I!2"" U � I 3,_0., 0'-0" N 6'-0" 0 8X8 POST COMPORCH COMPOSITE DECKING 4U'-0" O I I N i I I U g U J Z � 2 1 UAsol asol z I m N n5ol sol VERIFY IN FIELD 0 Z O V`dINC70WS AND DOORS REQUIRE VERIFICATION BEFORE ORDERING! VERIFY IN FIELD . .. .- . ICATION BEFORE a��RIN��I' ,r . r . D_T . . WINDOWS AND DOORS REQUIRE VERIr; LLJ — — c [i r LU c i.. CALL(J.-I F','I'l '.1: < ... ....: AC.L. U.M..., ,., .,• N... SHALL Bt-..IC, PJ s• .- f• , I . I.;.LJ: :: :. �.... : , . .....::.. .,.;,.;...., r �i .,. . ...o. U , O it ''_"-'>'"'' ..€..#.. U•..:. i#C:•N5 5f-iAt.L BF. VE"RIP'fE:"i #'� 'T#•*.:.: f-iL.L7. ,1 i;-ac; ::C:L.Lf C::i'✓ii ..... .....,...:. .. .'•,r it-'' ::':, M:::,,. r} it �srF. it it ...:.%:..I�:ri�. ,,�: v ., :R rrJ MAIN FLOOR PLAN2 UPPER FLOOR PLAN SCALE:%"= 1 f-KITCHEN LAYOUT IS ILLUSI RATIVL,VLRiFY ALL DESIGN WITH OWNERS) PERMITTING THIS PLAN MUST BE SUBMITTED TO A LOCAL CODE ENFORCEMENT AGENCY. STRU!�TURAL ENGINEERING MAY BE REQUIRED. jGLASS PANEL WITH SAFETY GLAZING STRUCTURAL ENGINEERING EXHAUST HOOD STACKING WASHER/DRYER p MIRRORED WALL CABINET (VENT. OU€SIDE) L� MIRRORED WALL j �CAP.INET ANY ADDITIONAL STRUCTURAL SHOWER'TUB COMBO ENGINEERING REQUIREMENTS SHALL BE 0 40 94 FLOATING WALL KEPT WITH THIS PLAN AT ALL TIMES. VA.NI'TY,-TYPICAL SINK FAUCET FLOATING WALL VANITY,TYPICAL ��' (�OA� ELECTRIC 60"SHOWER-TUB \n1,') A 24"DISHWccASHER r W c O 09.95'A � MAIN FLOOR PLAN Af'GPESS�DNP� 12'-1 1•'ROUGH-IN DIMENSIONS ACCOUNT FOR WALL FINISHING MIN 15 PREFAB-T7R-"'"#'E'ECYEit'f N "' MIN 15" A201 PLUG 19 I KITCHEN VIEW FULL BATH VIEWTOILET& SHOWER-TUB FULL BATH VIEWTOILET& SHOWER-TUB 3/4 BATH VIEW SCALE:,z — I' 6 SCALE:Yz"= I' July 2020 3 SCALE:5z"= I' SCALE:ii"= I' Jc L"_ , . SHC SMALL HOUSE CATALOG 1574 GULF ROAD#207 16"DIAMETER SONOTUBF POINT ROBERTS,WA 98281 OR FOUNDATION PER SE + 1 (619)787-9272 SHAWN@SMALLHOUSECATALOG.COM T-7 9/16" 15'-4" 3X!2 PT BEAM 2X 12 RT RIM JOIS] DESIGNED BY P 4X 1 PT BEAM Shawn A.Dehner for .......... .. .... 4 :.... . . ............ 4 G. Srna!1 House Catilog,LLC 3/A301 4-2X 12 PT IN-LIN[BEAM 3-2I 2 PT N-1-11 JE BEAM 4X 12 P-7 BEA M XSITE ADDRESS 16"DIAMETER SONOTUBE®R 4X I 2PT BEAM SUPPORT OR FOUNDATION PER,SE , S!MPSON SKEWED JOIST HANGER 8X8 PIT POST,NOTCHED FOR BEAM 65 GROVE ROAD SOUTHOLD,NY PROPERTY DETAILS 9'-9.1 91-9" 5'-7 1/16" d'-1 15116" e_ ">X12 PT LEDGER 2X 12 PT DICK JOISTS Co,24"O/C 36"DIAMETER SONO')TUBE@ OR FOUNDATIONPER SE CONTACT 8X8 PT POST,NOTCHED FOR BFAM USE APPROPRIATE HANGER 4X 12 PT BEAM ... ........ .....A.... .... .. ... ... .... .... . .... ......A . ... .... A. .... . :.... ....... .... A. ... ....... 2 ... ... .... L. . ... .... ... . ... .... ... . ... .. ........ .. ........... ... ... J ... ....... . ... ... a 'I. ... ... ... .. .... ... 777 .. .. ... .... .. ... W.: A ... ... .... ... . ... ... ... .... . ...... \4XI2PTBEAM HANGER I I I : i I I I t . 3/A301 I ... ... .... ... ... ... ... ..... . ... ... OF . ... ... ... L LOAD FROM UPPER FLOOR FRAMINC VERTICAL LOAD FROM UPPER FLOOR FRAMING 4COp'/OjS �D 4X 12 PT BEAN 0/c, 3/A301 ........... ... .... ... ...... ....... F . .... .. ... .... ... .. ... .... ... .. ... ... ...... ...... . .. ... .. ... 914. \p e 8'-5 5/16" 26'-8 3/4" 71 011 2X1"2 RIM V) 16"DIAMETER SONOTUBE 0 _c L)�o F-1 ❑ 3/A30 I OR FOUNDATION PER SE Q/ 16"DIAMETER SONOTUBE(LI) 8X8 PIT POST,NOTCHED FOR BEAM < OR FOUNDATION PEP,SE U 5'-4" 4X12 FIT BEAM 37 1-- > 0< >_ U cc) LIJ Ln 0 D Z 0 (3 E o ui < N @ E) A FOUNDATION PLAN MAIN FLOOR FRAMING PLAN SCALL: 1/4 1' STRUCTURAL ENGINEERING FLOOR SYSTEM PER PLAN I S*TRUCTUR,1\1-ENGINEERING,IS PECOMMENDED FOR Tf-IiS DETAIL. SIMPSON HEAVY DUTY ANGLE SIMPSON®R SDS OR SIMILAR STRUCTURAL WOOD CONNECTOR PERMITTING 4X12 PT BEAM 4X12 PT BEAM FLOOR NAILING:6"MAXIMUM SPACING THIS PLAN MUST BE SUBMITTED TO A LOCAL CODE ENFORCEMENT AGENCY. STRUCTURAL ENGINEERING MAY BE POST NOTCHED TO CREATE SEAT FFOR BEAMS REQUIRED. 8X8 PT POST 'T JO! T FJI(R�)FLOOR 51 STRUCTURAL ENGINEERING FINISH D GRADE ----------------------------------------------------I 2XATTA1HMrNT I BOTH IID�S ANY ADDITIONAL STRUCTURAL 0 0 SHALL BE ------ ....... EN GINE REQUIREMENTS o ------ 0 0 KEPT WITH THIS PLAIN AT ALL TIMES, --------------() 0 0 CRUSHED GRAVEL ........ ........ ---------------------------------- --------------- DECKJOIST ..... .. ....... SIMPSON DTT27(OR SIMILAR) TENSION DEVICE PROTECTIVE SLEEVE . ........ ..... AUG SONOTUBE01 OR SIMILAR CONCRETE FORM FOUNDATION .... ........ .4. MINIMUM FOOTING C)':: IN EW Y mc C.) W A301 U) PER PLAN — F FRT1(- 7v I A 09254.\ -ZT U2 *-------CONCRPOST IN ETE DESIGN BY OWNER BASED ON LOCAL COMMON PRACTICE DECK ATTACHMENT FOR LATERAL LOADS PER IRC FIGURE 507.2,3(1) 4 SCALE: 1 1' July 2020 b""MC , SMALL HOUSE CATALOG 1574 GULF ROAD#207 POINT ROBERTS,WA 98281 + 1 (619)787-9272 SHAW N,tDSMALLHOUSECATALOG.COM DESIGNED BY Shawn A.Dehner for Small House Catalog,LLC SITE ADDRESS FLOOR CANTILEVER 65 GROVE ROAD SOUTHOLD,NY 13'2 1/2" IT-3 1/2" NO LOAD PROPERTY DETAILS DOUBLE RAFTER fJ 1 I I I 1 I I 1 I I 1 I I 1 I I 1 I 1 I I 1 I I I I I ROOF LOAD i i T, - i WINDOW BOX(NOT PART OF FLOOR SYSTEM; C ""y A ... ... : ... ... ... ... ... ... ... ... .... ... .. : ! .. ... .., ... ... .. ... ,.. ., .. ... ... , CONTACT I I 1 1 1 i s I 1 1 ..... .._' ........ ......... ...i ......... .....tm (' 1 ",.....„.....».. .....1 ' �'' GX!21.. N77 I I I I 1 I «...)t...,.+....,.�....,....w_tp��•� .........Ilf....._,.�........ww I / , I I 1 1 I t I 1 ..........................,. .._.... ..... .,. ............._.._;_.......__......_..._.,_._............._ J��R � .MI[lRlrJ?'�I''WAL_._.._..,..,; _....-_....,..._....__........._........_....._.........._.i............._..........y..._......................14..:... .._ .. _ �.. 6X12 HEADER I I I I I I I 1 I I I 1 1 1 I 1 1 1 1 1 I 1 I I 1 I.. I 1 I 1 i I 1 <1 I V I 1 I EXTERIOR WALL BELOW 1 : 3 3-2X6 SPF2 BUILT-UP POST('IN-WALL) WINDOW BOX(NOT PART OF MAIN ROOF SYSTEM) I 1 1 1 I 1 , SIMPSON L'II --il1RRCANC TIC I I 1 I I 1 I I I 1 I I 1 1 I I 1 1 1 1 I 1 1 1 I 1 1 1 1 1 I I { I I 1 1 1 1 1 I 1 1 1 1 1 1 I I LBWALL BCLO' Ti 4/A40 6/A40I2X CEILING JOISTS3'-2" DOUBLE RAFTER PI-2I I = 1 1 I ISIMPSON2h" ............ .... ... ..�.....................f................,......,.................... T 1 f I 1 1 F(O ,I LSTA STRAP f BSpF? ;_ ... ... .... ... .1. ... .._ ... ._:.. ... ....! �... ... ... .. i 1 I 1 1 1 1 I c,FI/O/SGS i i REQIJ(COD LAR TIES OPTIONAL) i O,'/� OIL 1 I I I I 1 I 1 I I ` I 1 { 1 1 I I 1 1 1 `(SA. 1 t 1 1 I p�, I I I 1 I 1 I I 1 I I I 1 1 I I I I ! t 1 1 1 1 f 1 1 E I 1 1 1 ! q 1 f I 1 I I } I I 1 I I 1 I I I 1 I I I 1 1 1 I { I 1 I 1 1 I t 1 I 1 1 I I•'f 1 t � ' f I I 1 1 ! i I I F 1 '4"X 9 r,"LVL RIDGE BOARD-CONTINUOUS ...�..._ 1 1 I I I I 1 1 1 1 I 1 I I 1 1 1 1 1 I I I 1 1 1 t 1 1 1 1 { I 1 I 1 I 1 1 1 I 1 I 1 1 1 I I 6X6 POST SUPPORT I I I I I I I 1 I 1 ) 1 I I I I { y I 1 1 1 { ! 1 I t 1 1 I 1 I 1 1 I I I I 1 I 1 3-2.X4 VERTICAL SUPPORT(IN-WALL) SIMPSON H HURRICANE TE I 1 1 1 t I I I 1 1 I I 1 1 I F 1 1 I y ..yt.. .... .... ..:... ... .... .... .�. ... ..- -.. r.,.,._.,,,,,..»...,..,.T.v...,.,_..,. 1 I i 1 r I ! 1 / T,,,,...,,....,,,........,,'....,...,....... .,..,.....,.........1.......'T,„............,........,..�.......................,y....L.........,.....„...,i,,......_.,,..._............�. ... _r I ,.,.------•T---�-�--•,'- �f—6XI2...ONTI'"JIJOUS RIM-SCAM HADERATTOPOC V�AL.L.�, ..... 1 I 1 I I 1 1 1 I 1 I 1 I 1 I AREA OPEN FOR STAIRS I { I (� ; j _0 2X8 LEDGER ATTACHED TO WALL RFL V11 I L O I { N I ��Fti J 0 SIMPSON HI +f^ PORCH ROOF L '.. ...'..' ... .... ... a. ... ... w-'—L,i LYO 1 I ..�.......�...—. 1 1 �I _— V\ I 1 I U N ' J 4X8 SPF2 BEAM PORCH STEP BELOW ROOF Ii O > < 0 U m � Z o LU E o W N ° UPPER FLOOR FRAMING PLAN ROOF FRAMING PLAN SCALE:%"= 2 SCALE:;%"= I' USE ALL.SPECIFIFD FASTENERS. BEAM&STRAP /,°'•' THE S/H I AND SH I A CAH BE INSTALLED WITH FLANGES �` /•,*' FACING OUTWARDS(REVERSE OF INSTALLATION ILLUSTRATION)WHEN INSTALLED INSIDE A WALL FOR TRUSS PLATE NAIL: 16D(0,148 X 3'r+")P,T 16"O.C. APPLICATIONS. � ' SIMPSON HI HURRICANE CLIP I , PERMITTING (6"ON CENTER AT BRACED WALLS) ; 2X4 OR 2X6 STUD'WALL f 1 / HURRICANE TICS DO NOT REPLACE SOLID BLOCKING. DECK NAIL:TYPICALLY BD(0.131 X 2,1/2")AT 6"O.C. FASTEN RAFTER TO HEADER. WHEN PANEL THICKNESS EXCEED N", S/H I A MAY BE USED WITH PROPRIETARY TRUSS SECTIONS. '`� O o G �. THIS PIAN MUST BE SUBMITTED TO A TRIM S1 ATI-IING TONGUE AT RIM BOARD CONTACT MATERIAL SUPPLIER FOR.SPECIFIC INSTALLATION _ / WIT:13-16D NAILS LOCAL CODE ENFORCEMENT AGENCY. ZDETAILS. / STRUCTURAL ENGINEERING MAY BE WALLSHEATHIfJG � n REQUIRED. RIM BOARD-TO-?I® O!ST CONNECTION S/H2.5,S/H3 AND H6 TIES.ARE ONLY SHIPPED IN EQUAL J JInI QUANTITIES OF RIGHTS AND LEFTS. ' O / STRUCTURAL ENGINEERING WEB STIFFENERS BOTH SIDES FOR I-JOISTS / METAL FLASHING NODE REQ'D FOP,SOLID LUMBER I is"170 RIM BOARD OR ' o ANY ADDITIONAL STRUCTURAL I i'++"TIMBERSTRAND LSL Q ENGINL'LRING REQUIREMENTS SHALL BE 1 KEPT WITH TI IIS PLAN AT ALL TIMES. O ; TJ1tF)OR SOLID Ll1MBCR. Q Q TOE NAIL, 16D(0.148 X 3'A")AT 6"O.C. SPANNING IN EITHER DIRECTION Q UT- RIM BOARD-TO-TJ'',®JOIST CONNECTION 0 1 0 I SIMPSON SDS SCREW I I i RAFTER PLATE I 0 i CLOSED SOFFIT MATERIAL AUG � r I I i I I BLOCKING FRAMING: FLOOR 0F NEW rO CO 9� NOTE:("HANGER NOT SHOWN)BEND STRAP ONE TIME ONLY,MAX. 12:12 JOIST PITCH. co W A401 �2 2 -JOIST OR SOLID LUMBER JOIST AT WALL S/H AND H SEISMIC AND HURRICANETIES SIMPSON LSTA 18 STRAPTIE TjIri RAFTERSTIED OVER RIDGE BOARD CONTINUOUS HEADER 3 SCALE: I %"= I' 4 ISOME-T RIC S ISOMETRIC SCALE: I %"= 3" July 2020 SMALL HOUSE CATALOG 1574 GULF ROAD#207 POINT ROBERTS,WA 98281 + 1 (619)787-9272 SHAW NgSMALLHOUSECATALOG.COM DESIGNED BY COMPOSITE SHINGLE ROOF ASSEMBLY Shawn A.Define-for ESTIMATED OVERALL HEIGHT OF STRUCTURE 30$ROOF FELT OR SYNTHETIC ROOFING UNDERLAYMENT Small House Catalog,LLC s/a"APA RATED STRUCTURAL ROOF SHEATHING 2X8 SPF2 RAFTERS ta?24"OIC WITH MINIMUM R-30 SPRAY-FOAM CAVITY INSULATION SITE ADDRESS STAINED s/a"T&G CEILI(J'. BOARD OR SW'GYPSUM CEILING BOARD WITH LEVEL 5 FINISH&LATEX PAINT !2 22 I 65 GROVE ROAD 8 18 SOUTHOLD,NY II C? P 2X4 CEILING JOISTS/ _ COLLAR TIES COLLAR TlE 111x- PROPERTY DETAILS TOP OF CONTINUOUS RIM-HEADER FOR FLAT CEILING 48"OIC TC?OF HEADER OVER 8' I 'is"PRECUT STUD WALL EX 12 BEAM TOP OF SECOND FLOOR WALL § `o CONTACT 3/4 BATH WINDOW SHUTTER PER OWNER'S® SPECIFICATIONS MASi�ER - BEDROOM 12 VJCOD FINISH FLOG p 5 ti TOP OF SECOND SUBFLOOR ; - TO?O'SFCON7 SIJBFLOOR. 4X8 BEAM USE S MPSON POST-TO-BEAMCONNECTOR rJ TOP OF MAIN FLOOR WALL i I' _' `"" `` TOP OF MAIN FLOOR WALL. 't ��„ HANDF.1 L PER .�...� ,..... __;,,,�xy,;;, � r I W"STRUCTuRALSHEATHING GREAT ROOM "— 4/A501 KITCHEN '.n WOOD OR CCMENTITIOUS SFiINGLE SIDING 15#GUMBO-TEX ` 15#JUMBO-TEX FELT FII`'JISHIN G MATERIAL. i Y"APA RATED STRUCTURAL SHEA'iH,'NG (- i 2X6 SPF2 STUD(cb 16"O/C WITH MINIMUM R-21 CAVITY INSULATION T�� GYPSUM WALL BOARD WITH LEVEL 5 FINISH&LATEX PAINT (3)2X 12 STRINGERS _ T-2„ S VdATCR CLOSET o? BEi.CW STAIRS o� o� S r O O m o c ` N Z Jc 0 _o Z : ) N h�I 5/9"COMPOSITE DECKING.TYPICAL MINIMUM 36X36 LANDING TOP OF SUBFLOOR&DECK I TOP OF MAIN SUBFLOOR&DECK I- Isjt'e" z N � --4X 12 BEAM r� \ NOTCHED POST / l Z F U 3"MIN Q (� g J '-4" "�- � O ALL FOOTINGS TO FROSTUNE(MINIMUM) 4 J Q m LIJ Z o V) rd w E < T Q LU I-- N o SECTION I SECTION 2 Y4 SCALE: = I' 2 SCALE:;%"= I' STAIRWAYS SECTION 311.7 R311.7.11Vildth.Stairways shall be not less than 36 inches(914 mm)in clear width at all points above the permitted handrail height and below the required headroom height.Handrails shall not project more than 41/2 inches(114 nun)on either side of the stairway and the clear width of the stairway at and below the handrail height,including treads and landings,shall be not less than 311'2 inches(787 min)where a handrail is installed on one side and 27 inches(698 mart)where handrails are provided on both sides.Exception.The width of spiral stairways shall be in accordance with Section R311.7.10.1.R311.7.2 Headroom.The headroom in stairways shall be not less than 6 feet 8 inches(2032 mm)measured vertically from the sloped line adjoining the tread nosing or from the floor surface of the landing or platform on that portion of the stairway.Exceptions:I.Where the nosings of treads at the side of a flight extend under the edge of a floor opening through which the stair passes,the floor opening shall be allowed to project horizontally into the required headroom not more than 43/4 inches (121 min).2.The headroom for spiral stairways shall be in accordance with Section R311.7.10.1. R311.71 Vertical rise.A flight of stairs shall not have a vertical rise larger than 147 inches(3734 mm)between floor levels or landings.R311.7.5 Stair treads and risers.Stair treads and PERMITTING risers shall nueet the requirements of this section.For the purposes of this section,dimensions and dimensioned surfaces shall be exclusive of carpets,tugs or runners. (1IODI1 iT F)Pl,R I,OCAI,CODII')R311.75.1 Risers.'T'he riser height shall be not more than 8'112 inches(196 mm).The riser shall be measured vertically between leading edges of THIS PLAN MUST BE SUBMITTED TO A the adjacent t rends.The greatest riser height within am'flight of stairs shall not exceed the smallest by more than 3/8 inch(9.5 mm).Risers shall be vertical or sloped from the underside LOCAL CODE ENFURCEMEN f AGENCY. of the nosing of the tread above at an angle not more than 30 degrees(0.51 rad)from the vertical.Open risers are permitted provided that the openings located more than 30'o c hes(762 STRUCTURAL ENGINEERING MAY BE mm),as measured vertically,to the floor or grade below do not permit the passage of a 4-inch-diameter(102 mm)sphere.Exceptions 1.The opening between adjacent treads s not REQUIRED. 1 1/2" limited on sp iril stairways.2.The riser height of spiral stairways shall be in accordance with Section R311.7.10.1. ('IOD11r1E )I'hlt I,OC'Ar,COVE",R311.75.2 Treads.The tread depth shall be not leas than 9 inches(254 mm).The tread depth shall be measured horizontally between the vertical STRUCTURAL ENGINEERING planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge.The greatest tread depth within any flight of stairs shall not exceed the smallest by HANDRAIL.SHALL BE SMOOTH&TERM'NATE. more than 3/E3 inch(9_5 mm). AT NEWEL?OST OR WALL R311.753 Nosings.The radius of curvature at the nosing shall be not greater than 9/16 inch(14 min).A nosing projection not less than 3/4 inch(19 mm)and not more than 11/4 inches ANY ADDITIONAL STRUCTURAL METAL BRACKET,TYP CAL (32 mm)sh:i111 he provided on stairways with solid risers.The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch(9.5 mm)between two ENGINEERING REQUIREMENTS SHALL BE BL UC€'ING stories,including the nosing at the level of floors and landings.Reveling of nosings shall not exceed 1/2 inch(12.7 mm). KEPT WIT[I THIS PLAN AT ALL TIMES. R311.7.6 Laindings for stairways.There shall be a floor or landing at the top and bottom of each stairway.The width perpendicular to the direction of travel shall he not less than lire width of the Might served.Landings of shapes other than square or rectangular shall be permitted provided that the depth at the walk line and the total area is not less than that of a quarter circle with a vadius equal to the required landing width.Where the stairway has a straight run,the depth in the direction of travel shall be not less than 36 inches(914 mm). R311.7.7 Stairway walking surface.The walking surface of treads and landings of stairways shall be sloped not steeper than one unit vertical in 48 inches horizontal(2-percent slope). -- ------ 11311.7,8 Handrails.Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. WOOD CEMENTITIO 15 SHINC,I.E SIDING IS#JUMBO-TR311.7.8.1 Leight.Handrail height,measured vertically from the sloped plane adjoining the tread nosing,or finish surface of ramp slope,shall be not less than 34 inm inches(864 m)and BO 'X FELT INTERIOR FINISH WALL Y-"APA RATED STRUCTURAL SHEATHING not more than 38 inches(965 mm). 2X6 SPF2 STUD C,16"O/C WITH MINIMUM R-21 CAVITY INSULATION AUG 1 9 1/2"GYPSUM WALL BOARD WITH LEVEL 5 FINISH&LATEX PAINT- R311.7.82 Continuity.Handrails for stairways shall be continuous for the full length of the flight.from a point directly above the top riser of the flight to a point directly above the lowest riser cif the flight.Handrail ends shall be returned or shall terminate in newel posts or safety terminals.Handrails adjacent to a wal l shall have a space of not less than 11/2 inches i (38 mm)hetvacen the wall and the handrails.Exceptions:1.Handrails shall be permitted to be interrupted by a newel post at the turn. 11311.7,83 Grip-size.Required handrails shall he of one of the following types or provide equivalent graspahility.1.Type L Handrails with a circular cross section shall have an outside SECTIONS diameter of niot less than 11/4 inches(32 mm)and not greater than 2 inches(51 mm).If the handrail is not circular,it shall have a perimeter dimension of not less than 4 inches(102 mm) - and not greater than 61/4 inches(160 min)with a cross section of dimension of not more than 2-1/4 inches(57 mot).Edges shall have a radius of not less than 0.01 inch(0.25 mm).2. Type TT.Handrails with a perimeter greater than 6-1/4 inches(160 nits)shall have a graspable finger recess area on both sides of the profile.The finger recess shall begin within a O distance of 3A inch(19 mm)measured vertically from the tallest portion of the profile and achieve a depth of not less than 5/16 inch(8 mm)within 7/8 inch(22 mm)below the widest Y portion of the profile.This required depth shall continue for not less than 3/8 inch(10 mm)to a level that is not less than 13/4 inches(45 mm)below the tallest portion of the profile.The width of the(handrail above the recess shall be not less than 11/4 inches(32 nim)and not more than 23/4 inches(70 mm).Edges shall have a radius of not less than 0.01 inch(015 mm). 99 _ ;ncc A501 R311.7.11 Alternating tread devices.As per local amendment,Alternating tread stairways may serve as an exit from an area not to exceed 200 square feet.Alternating tread stairways ' !% Z shall have a minimum tread depth of 10.5 inches(276 mm).The rise to the next alternating tread surface should not be more than 8 inches(203 mot).The initial Veal of the stairway r A shall begin at the same elevation as the platform,landing or floor surface.An approved handrail shall be provided en each side. ) Lit m e 11311.7.12 Ships ladders.As per iota€amendment,an interior fire escape stairway may serve as an exit from an area not to exceed 200 square feet.The pitch of the stairway shall not exceed 60 degrees with a minimum width of 24 inches.Treads shall not be less than 4 inches in width and the rise between treads shall not exceed 10 inches.An approved handrail shall N 2X6 EXTERIOR\A/ALL CODE MINIMUM R-21 TYPICAL HANDRAIL ATTACHED TO WALLS WITH METAL BRACKET(S) be on both sides. Ado ; •.` ,' 3 SCALE:3"= I' D SCALE: FE July 2020