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HomeMy WebLinkAbout1000-90.-2-3 SOUj'yo OFFICE LOCATION: �Q �� MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) G Q Southold,NY 11971 '.�` Telephone: 631 765-1938 � Fax: 631765-3136 -7COUNT'1,� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: John Bredemeyer, President Town of Southold Board of Trustees From: Mark Terry, Principal Planner LWRP Coordinator Date: April 18, 2014 Re: Proposed Wetland Permit for CYNTHIA&JOSEPH SCHAFER SCTM# 1000-90-2-3 The Zoning Board of Appeals reviewed the action (6727) in March 2014. A redesign of the site plan and clarification of the location of the sanitary system has furthered the LWRP Policies 4 and 5 to the greatest extent practicable. Michael Kimack on behalf of CYNTHIA&JOSEPH SCHAFER requests a Wetland Permit to demolish the porch/deck on the existing two story dwelling; demolish existing detached garage; raise the dwelling and construct a 687.6sq.ft. two story addition on the landward side; construct an attached two-story,1-car garage on the westerly side; and construct a +/-562sq.ft. covered porch with two sets of steps to ground on seaward side of dwelling. Located: 1030 West Lake Drive, Southold. SCTM#90-2-3 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 actions are CONSISTENT with the Policy Standards and therefore are CONSISTENT with the LWRP provided that: 1. To further LWRP Policy 6 it is recommended that the Board require the establishment of a vegetated, non-turf buffer or landscaped buffer with a minimum width of 10 feet landward from the bulkhead. Salt and drought tolerant native plants should be required in the buffer. 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: Lori Hulse, Assistant Town Attorney • Town of Southold LWRP CONSISTENCY ASSESSMENT FORM � A. INSTRUCTIONS oL 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. 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: e T otipc h website(southoldtown.northfork.net), the Board of Trust ce, 'e Ptanning'Dep nt, all local libraries and the Town Clerk's office. JAN 1 7 2014 B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# J TF.M PROJECT NAME / ,�/Z�D��1 = APP,1 P7 Azr.GA/D A1_7R- ?4V7&1A1S The Application has been submitted to(check appropriate response): Town Board F] Planning Board❑ Building Dept. ❑ Board of Trustees APR l 1 K14 4 1. Category of Town of Southold agency action(check appropriate-response): ' (a) Action undertaken directly by Town agency(a-g•capital El construction,on,planning activity,agency regulation,land transaction) a (b). Financial assistance(e.g.grant,loan,subsidy) (c) Permit,approval,license,certification: f MCA) Nature and extent of action: P��V__ p 01 3� 1=� � 8 � er Pd��ttcc�OL G �3• NG �. cavlbxxu:�'a 2 NDFZ. iso cin G�nA c wArw- %I,3lit lAW �N,4aav� w Pon CI f�t ) C VeYeJ OKA CJ 00 -SeaWard �ai`4t S t Neuse_ �-�_ 3(�4 SQ,-4, Location of action: �� �� Ls�l�t�a/Z/Y•�, .J'dl/JDZ1.7, /Y• y Site acreage: Present land use: , f'�D�/1/ /9� Present zoning classification: �1L 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: znl1 ''PN (b) Mailing address: ee;q (i 4�5 yi, 5- e,4A1yi2y1LtG. Ic%Y 11 ?49 (c) Telephone number: Area Code( ) �,31 ,SJr3. •� off" (d) Application number,if any: Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ❑ No 1X1 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 LWRP Section III—Policies; Page 2 for evaluation criteria. Yes ❑ No,. . -f. Not Applicalbtle f tt 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 VM 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 ❑ Not Applicable -09y " e&ZD N—6 WE 10,971-V JT1,060 104"GL .4Nl----) COA>. M IWMWG A &"A44 04 111rV AL. LACE n L r c " W11-4 A5 42&&42 o90I4 Dui�1"A16 .4 Cl2nS a WiCE AAkE .OIL. 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 ® Yes ❑ No Not Applicable 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 ❑Not Applicable JAI C a_ f ri. n x Attach additional sheets if necessary 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. Yes No Not Applicable 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 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 V 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 U=Pulicles;'Pages 38 through 46 for evaluation criteria. ❑ YesC1 No 9 Not Applicable w 974op dp D/V 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 F] No � Not Applicable r DC w L Mwvo5 Al o IN..sow or 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® Not Applicable ` 27 MO&J) 0 - !'R T 4406-:rc tiolr ZwvaU1,C- Z)VA5 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. ❑ Yes ❑ 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 evaluAlott erlteria. ❑ Yes ❑ No Not Applicable 1 We PREPARED BY TITLE DATE/ ---- _ r WRIMI Nam va+ Dena+ ,m w � N roWNOf „ w 4 I swTNo,n ♦ as ♦ 4 =-xiT re41a �oAa � ♦ 3 e w -- e, y3 — 0 13 PQW '.t roAnas saun,a,n , auvn - ♦ p , 10\ ulrt a .n , e. roYA,aP n � -_ '® �`q� • eye, ,.aaei O OR. E. i • 1 �,.7Arc7 "sr.N) "• " z p� HOG + NEQ( BAY w.....u. u.. . NOTICE COUNTY OF SUFFOLK © R s oTNpa SECTION NO ""+�••• µms_ �,� u Q •••,•• ---- '« Real Property lax Service Agencyr + + ..tea E•.«rr�.+ ______ �'• --.-- -- -- Ca.Ma ONNrRwbM.NY nM1 Y 90 Ur...+ a era.,Nq«,iu --r-- r--�-- A rmn�Io 1MI itNN P PROPERTY IMP From: Joseph Schafer;chafer5@optonline.net Subject: 1030 west Lake Drive n— Date: January 17,2014,9:12 1 17 To: schafer5@optonline.net • � t Joseph Schafer homeowner 1030 West Lake Drive. JAN 7 2014Picture number 1. Indicated on the site plan map. r Esq , This photo is taken from the S/E corner of the above mentioned property stakes show the Area planned for a covered porch size 8'x 31'.7" i ^# r sMgg{ s Sent from my iP From: Joseph Schafer ,,r,,r^�5@optonline.net Subject: 1030 West Lake Drive Date: January 17,2014,9:17 To- schafer5@optonline.net Homeowner Joseph Schafer located @ 1030 West Lake Drive Photo number 2. This photo is taken from the S/W corner of the property stakes indicate the proposed Covered porch size 8'x 31'.7" 1111��► ` Y 4f i- _ � �� TM s ys.�r •xY ,� �.a Sent from my iP From: Joseph Schafer (,haf(,r5@optonline.net Subject: 1030 West Lake Drive Date: January 17,2014,9:24 To: schafer5@optonline.net Homeowner Joseph Schafer 1030 West Lake Drive Picture number 3. Indicated on the site map The photo is taken from the S/W corner of the property showing the proposed garage site Size 19'.5"x 19. From the house on the right to the stake indicates 19'meeting the maximum requirement without needing said variansec. � ! P T O „y. Y-, Sent from my iP From: Joseph Schafer haf�rr, nptonline.n,, Subject: 1030 West Lake Drive DatF January 17,2014, 10:39 schafer5@optonline.net Homeowner Joseph Schafer located @ 1030 West Lake Drive Southold New York. Photo number 4. This photo is taken from the W corner North side of the property.The stakes indicate the proposed bump out of the home facing the street. Stakes are 10'from the home. The stake on the bottom left shows the corner of the garage. The 2nd stake shows were the garage ends and the bump out begins(flush across)to the third stake up top near the hedges. 1 � 4 N G i y. �. Sent from my iP REVISIONS: HEALTH 00/00120D9 DEVELOPED FEMA FLOOD FEMA FLOOD TEST HOLE DEPT. PUBLIC WATER ZONE VE 10 ZONE AE 6 BROWN LOAM OL T LOT 117 EXISTING GARAGE BROWN SILTY SAND SM l BROWN FINE TO COARSE SAND SW UTILTY ---- 4.e N 21014'40" E 108.1' �QOLE ..-- EL. JETTY Cg1 LIMITSOF, ---------------- -o '_____--__"_-i---- V 1 CLEARING 0 L �� WATER IN BROWN PINE tYJ 1 1 TO COARSE SAND �Q 1wc 1 i 1 EXISTING GARAGE O° t' 811 T L .pa I 1 ) TO BE REMOVED �C FINISHED GRADE Cl 1 1 [STI ull m WATER ENCOUNTERED 4.6'BELOW SURFACE b 1 1 O 1 1 GAf2AGE S .... .... . t/1 3 TETT HOLE DATA BY: 1 1 I ••••• McDONA1D I EOICIENCE 2 y 1 1 m 11/4!2013 Na 4 ROAR dS 1 1 STONE DRIVEWAY •r O.C. U z n 1 7', 0 N..4 REBA0. I, 45,Q .''' .,,] a T O.C. 0 FINISHED GRADE 1 --- O > DEVELOPED I ,1 i W---- I F_ZONE 6 PUBLIC WATER MEMBRANE WATERPOOFING fEPITCSYSTEM ROE e FF LITTLE - ' u L 1 ....THOLE 1 1 0 4 1 2 -__ I I__- I ZONE X s ��]] U FEMA FL D PEC NIC � I O PROPOSED � � I . 1111 z m. ;1 1 g - x 1/ - B A Y m 1 1 F ADDITION I-I I GRADE E :tot EL.6' z 11 LOT 116 ! G N.3 REBA0.a IT a e ° r S � rm 1 1 I 11 I i i (�_� -a__-'�:I 11 111. ! � D u• D � �-' B ROAR a Ir ox-to 1 °% x ;.; ill E_ I PROPOSED CONC. RETAINING WALL DETAIL N > ;y1 i e/ I -1 i ' I l i`I I P EL 7' (NOT TO SCALE) W 1 I �a ¢P 'r WEST L A K E D R I V E DIRT ROADWAY Q I JETTY 1 LIMITS OF I ! ( I ' 1 1 I II L-t� I ' -i�if imie EL S' H o. _ --� �1 CLEARING ) III I I I-,I I I I ( 1 I - i I I---i I MEETS&BOUNDS A _ ,__n ________ AINI GWALL�,�.. I I-�-�-I I i 1 _! I 1 I RflAWWG WALL C BY:JOHN EHLERS,LAND SURVEYOR 110.45' S 21014'40"W DATED:9A7/2013 EL 6.0 '. �/ (' STONE FEMAFLOOD FEMAFLOOD EXISTING ZONE VE10 ZONE X51X1 +41 ySyYaa�� CTM# Ooo-90 2-3 � EL 8.0 DEVELOPED tlAV RAY w/SILT RFN[ING T� ifi.y a� SITE PLA14040�vl . o Q SCALE: 1" = 20'-0.} _ 64 0 En LEACHING POOLS SEPTIC TANK IN SE) cn Sit "✓*� () M NOT.: Q 1).MINIMUM LEACHING SYSTEM 14 POOLS:3'DEEP,r DIA. 1).MINIMUM SEPTIC TANK CAPACITIES U 1000 CALLON$. . NAT.GRADE EL 7.5 2).LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE 2).CONCRETE MALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 pd AT FIN.GRADE N 1 (OR EQUAL). 20 DAYS. INV.. INV.EL 9.1' 92 3).ALL COVERS SHALT.BE OF PRECAST REINFORCED CONCRETE(OR EQUAL).. 3).WALL THICKNESS SHALL BF A MINIMUM OF 3.A TOP THICKNESS OF 6'AND A l [11.8'] I Its] ' I BOTTOM THICKNESS OF 4'.ALL WALLS.BOTTOM AND TOP SHALL CONTAIN ' T CLEAN INV.FL 0pp�( INV..EL Appy RPE• INV.FL N)3W.Ml rd.. 41.A MINIMUM DISTANCE BETWEEN LEACHING POOLS AND WATER UNE SMALL BE REINFORCING TO RESIST AN APPLIED FORCE OF 300 pd. .•.INV.EL APP0.0VED RPE 1LEACHING POOLS i��SAND MAINTAINED. 7.r min.PITCH I1VA' 6.1' SEEM TANK 7.61 mN.PITCH 1I1'A'� 7A' COLLAR -.7 4).AI1JpNTt SHALL BE SEALED f0 THAT THE TANK U WATERTIGHT. S).AN V MIN.DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SMALL - 't, {! i :I C4/: T..�I BE MAINTAINED. S).THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS(WITH A INV.EL D � .iJ DRAWN: MH/MS MAX.TOLERANCE OF♦/-V41 ON A MINIMUM r THICK RED OF COMPACTED 3.4' SAND OR PEA GRAVEL `...- . -�• _�~. SCALE: 1/4"=I'-0" 61.A IV MIN.DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. - - WAT�Li.1.4' - PROPOSED SEPTIC aSTEM DETAIL FBbnurylNUM MOT TO� MAR 3 1 2014 SHEET NUMBER: S-1 ii)11U ttJC)�lY6 i L.,• EL 13.6 EL 14.0 EL 13.6 EL. 7.0 EL 7.0 WEST EL. 13.6 EL 14.0 -------------------------------------------------- --------- IFNGTFI: HEIGFIr: urtoss: EL 7.0 EL 8.0 sr-0 yr 4.a 132.2' SOUTH ,0'-2 3/4' ,.0 160.9' 20'•914' 9.0' IKV W-0 1/r 70 Mr 6r.v r•r s96.51 EL. 13.6 EL 14.0 EL 13.6 AVERAGE: 5.7 EL. 9.2EL 10.0 - - — EAST EL. 13.6 EL. 14.0 .Z - - ---- -- --- - ----- ---- -- ----- ----- - --- -- ----- - --- -- -- --- - - ELJLQ - - - - - - - - - NORTH L 7.0 EL. 5.0 SITE DATA: SCTM # 1000-90-2-3 REVISIONS: DESCRIPTION: SQ. FT.AREA: LOT COVERAGE: EXCAVATE: FILL: PROPERTY: 10.921 SQ.Fi. 0.2507 ACRES pr �Ip PROPERTY WETLANDS: D E E..;+ �`�_..E BUILDABLE PROPERTY: ESTIMATED AREA OF 3000 SQ.FT. GROUND DISTURBANCE: JAN 1 7 2014 B>• EXISTING HOUSE: 943.3$Q.FT. 8.6% EXISTING PORCH/DECIC 53.9 SQ.FT. O.S% ki- EXISTING DET.GARAGE: 1408 SQ.FT.) TO REMOVE 20 CU.YD. 30 CU.YD. 0 n LOT 117 EXISTING GARAGE PROPOSED ADDITIONS: 687.6 SQ.FT. 63% 125 CU.YD. 25 CU.YD. U u a ^ i PROPOSED DECK/PORCH: 253.6$D.FT. 2.3% 2 CU.YD. i CU.YD. !I aE C UTILTY u N 21-14'40" E108.1' �°� SEPTIC SYSTEM TO REMOVE JETTY ' •------- ---------------- --------- PROPSEDSEPTICSYSTEM LIMITS OF b , -T�Nzn-. ° � , ' CLEARING o , PROPOSED DRYWELLf: 15 CU.YD. 1 ' EXISTING GARAGE 1 . ' I TO BE REMOVED / TOTAL: 1938.4 SQ.FT. 17.7% 162 CU.YD. 61 CU.YD. � ' D.w m z m GARAGE '45Z MO p r MEETS & BOUNDS d D BY: JOHN EHLERS, LAND SURVEYOR a L I T T L E x Z m DATED: 9/17/2013 PEC0NIC g z 1 1 /. BAY g _ '^ I I ' TOTAL ROOF AREA 2105.4 SQ.FT. m LOT 116 v ~ < AT 100%RUNOFF A 1 1 . . . 2'RAINM0.: 3516 CUFTA 1 I37.6' 6 . 30.0 m DRYWELLS TO PROVIDE: (2)Vdie.,5'deep 1 1 422 CU.FT. DRYWELLCAPACIT1f (211 CU.FT.EA.) y I I `$ LD � W > m 1 I W , I b A " WEST L A K E D R I V E m DIRT ROADWAY .a O I y JETTYSOF O cd O CI RING-- - -------------------- ---- ----------------- o o vl U o 110.45' S 21014'40" W STONE LOT 115 � . lll/// DRAWN: MH/MS SITE PLAN SCALE: 1/4•-I'-0• _ JOB M: Jenuery 03,2014 SCALE: IEE = 20'-0' SHEETNUMBOL S- 1 5 U RV EY Of LOT 1 1 6 N AS SHOWN ON A CERTAIN MAP ENTITLED"SUBDIVISION MAP CEDAR I[ !v4 BEACH PARK, 51TUATE AT BAYVIEW,TOWN OF SOUTHOLD, NEW YORK," D EC F !� SURVEYED AND CERTIFIED BY OTTO W. VAN TUYL, ENGINEER AND SURVEYOR, �I G W C AS MAP NUMBER NINETY(90)ON OR ABOUT DECEMBER 19, 1927. I YY 51TUATE: DAYVI EW JAN 1 7 2014 TOWN : 50UTHOLD s 5UFFOLK COUNTY, NY 5URVEYED 09- 1 1 -2013 UPDATE 09- 17-2013 FLOOD ZONE 1 2- 1 1 -2013 REVISED I -G-2013 SUFFOLK COUNTY TAX # Q 1000 - 90 - 2 - 3 OQ� CERTIFIED T0: 0 CYNTHIA A SCHAEFER JOSEPH SCHAEFER �m CHICAGO TITLE INSURANCE COMPANY FFA � ko dirt Ftijq F4 2 hFp °�2�N F�Fi GgR,gMF �, y X2r OC'F o N �P (V °?' r- o hFocF-; ", O rn --- - ---- -- � -- - AtD 0 p �/ rn O a" 40 X8r D Orn -�� O• 4-) \ I O n\ V t 0 2 nor F4�D Z SNF 30 \ 3110 ,,41- C� 6�ch �011 Ghj wA�R hFgo X (1 ST°"F �c0 FLOOD ZONES SHOWN REF. FEMA FIRM #36 103COI 69H ELEVATION5 SHOWN REF. N.A.V.D. 88 DATUM "Unauthorized alteration or addition to a survey mo D bearing a licensed land surveyor's seal is o NOTES: JOHN C. E H LE R5 LAND 5 U RVEYOR ,�� EH, yo vola°fa a!section Hoak sub-division Ed c io of the PIPE FOUND /_ New York Slate Education Law.* O� (!Vl w �� copies from the original of this survey .-ked"Onlwith on original of the land surveyor's stomped sed shall be considered to be valid true (/� y copies" 6 EAST MAIN STREET N.Y.5. UC. NO. 50202 T -Certifications indicated hereon signify that this Area = 10,921 Sq. Ft. it g 'y Area = 0.2507 Acres RIVERHEAD, N.Y. 1 190 369-8288 Fax 369-8287 stingy was prepared in accordance with the ted y ex- sting Cods of Practice for Land Surveys adopted Q by the New York State Association of professional Lond Surveyors. Said certifications shall run only GRAPHIC SCALE Is= 20' Ion mlandland5urveyorzom C'F AJ to thehis person to wham t^•survey ay.g prnmen• 9 A, 5Q and on his behalf to the Lille company,govarnmen- 'YS SJ tol agency and lending institution listed hereon,and F�LAND o the ossignees of the lending institution. Certifica- tions are not transferable to additional institutions D E C 6'-0" 11'-7'/," T-O" 1'-O" 1'-O" Q APR 1 1 2014 " ;$ _ - 2_3X10_ - - - -�- 2-3X10 - O - - - -2_3X10 - - - )(10 APR - ry 41 V- , Board o:,�. ! o I X-BRACE 3 I 11" 8'-1014.1 111" 7'-6'/,' 7'-6'/," T-3'/2" T-T/2" 11" Construction Notes - Schafer AII � � � - - N!_ - =3X10 - - �- - -1 3X1 _ ` _ 1 �xto - -� - - T-3Xf0_ N 16 I r �-3XTO- J HUCQ310 SDS 1 ' kph ' l0 ton working I ' ' I I ! W 1. Piles to be 10 inch with a 15 ton workin ,�n = 'CQ- U, 1 �� I I m m ° ° I I Z Z load s �Z i m I I Q W 2. Top of pile elevation shall be in accordat awings. , 0 II J CA Confirm with architect elevation prior ...� ,Ldri or installation I EXISTING _. _ _ _ __ ._ _ aR L _ 2-3X70 - QJ _ V 3. If break away walls are used, break away walls shall conform with FEMA I HUCQ31OSDS `/ ! o Z , T requirements and details111„I 31 ,4+ w ! J w 4. X-bracing for the piles shall installed in locations as noted in the pile plan, 1 0I MI ' "' a details of the installation shall be coordinated with architect to conform with 3 1-3X1° - X X 00 " m' Z ; v I I f X-BRACE any break away walls. o 00 , 5. All x-bracing shall be 2 x 10 ACQ ; I ; �I 7-3XI� - =-=7737a C =-� XtT- - ! 11" 6'-5" 15'-0140 I 14'-7" 6'-6" 6'-6" 6'-6" 11" 6. Contractor shall verify all dimensions for the existing building prior to installation of piles, and ' ° 0 EXISTING FLOORJOISTS W shall notify any deviation from plans to engineer " m X ( I � m M m n " I NFW ECK GISTS T( ^ F_ '� X 7. Block between both 3X'1 O's when installing smTson HUCQ310 SDS. I 4 310 SDS ! 1-3x,o - 2-3X10 _ 2-3X10 2-3X10 ^ 2-3X10 w 111"j- 5'-11" 8'-O'/," 7'6'/," 2 Huc ,o SIDS - ,_ , „ 2- WC 3,°SD „I 8. Joist Hanger HUCQ310 is in stainless steel7 34 7 34 FL19'-6* 11 , 1 1 NEW FLOOR IOIS7S ! X • I - i I I O 0 C° ZD �x m ! o, o� oN ! i z ! NUC31OSD 9'-2" T-1'0- 2-3XIO "� 2-3X10 - 2.3X,o 2-3X102-TIMBER PILE SPECIFICATIONS _ _ _ __ ,_3X,° _ �.1 PI�d1 f°��°� -°°s°�°-� 3X, ! T - 1 1 • 8'-O'/: T-6'/,' T-3'4" T-3'40 T-8'4 10'-0" I 1'-9'4"11" 1).HANDLING,STORAGE AND FIELD FABRICATION,INCLUDING TREATING OF CUT ENDS,SHALL BE IN ACCORDANCE WITH(AM ERICAN WOOD PILINGS 5+ ASSOCIA110N)AWPA M4. X-BRACE 2).PROVIDE 10 INCH BUTT 81NCH TIP WOOD PILES.PILES SHALL BE SOUTHERN PINE OR DOUGLAS FIR AND SHALL CON FORM TO ASIM D 25,UNUSED, PILING PLAN SIMPSON HU310 CLEAN PEELED,UNIFORM LYTAPERED,ONE PIECE FROM BUTT TO TIP. 3).PILES SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AWPA C-SOUTHERN PINE 1.0 PCF CCA I DOUGLAS FIR 1.0 PCF ACZA 4).TREAT FIELD CUTS,HOLES AND OTHER PRESENTA11ONS IN ACCORDANCE WITH AMA M4. z I z 5).PILES SHALL BE END-BEARING TYPE OR FRICTION TYPE AS INDICATED.DRIVE END-BEARING PILES TO THE REQUIRED BEARING VALUE •J z (D z 6).PROVIDE PILES OF SUCH LENGTH AS REQUIRED TO DEVELOP THE SPECIFIED BEARING VALUE,TO OBTAIN THE SPECIFIED PENETRATION,AND TO x EXTEND INTO THE CAP OR FOOTING BLOCK AS INDICATED.MIN LENGTH SHALL BE 20 FEET CD 7).INSTALLPILESTOTHE REQUIRED PENETRATION,OR THE REQUIRED BEARING,AS INDICATED,EXCEPTAS SPECIFIED IN AR11CLE 3.04C AND JETTING Q O 0 WILL NOT BE PERMITTED UNLESS SPECIFICALLY APPROVED BY ENGINEER FOR THE LOCATION. rs RTOP e� TT 1. m = TOR it BOTTOM zO• � O 8).WHEN NECESSARY TO ACHIEVE THE REQUIRED PENETRATION,DRILL HOLES OF DIAMETER NOT GREATER THAN 90 PERCENT OF THE AVERAGE ` O = M CROSS-SECTIONALDIMENSION OF THE PILE ATTHE DEPTH BEING DRILLED,AND DRIVE THE PILE THEREINTO PRACTICAL REFUSAL U) D- O 9).COMPLETE BACKFILL TO THE REQUIRED ELEVATIONS IN THE AREA WHICH PILES ARE TO OCCUPY BEFORE STARTING TO DRIVE PILES, W 10)DO NOT DRIVE PILES WITHIN 20 FEET OF CONCRETE LESS THAN 7 DAYS OLD. O 10•du.PILE 20 TON(7YP) 11).DRIVE PILES AT INTERIOR OF BASES OF FOOTINGS BEFORE DRIVING PERIMETER PILES. a' 12).IF NECESSARY,PROVIDE ADEQUATE LATERALSUPPORT FOR INSTALLED INDIVIDUAL PILES TO PREVENT EXCESSIVE TEMPORARY FLEXURAL STRESSES 10' tiOF NEW y OR MOVEMENT OF THE PILE TOP OUTOF TOLERANCE - - - O O �F%SckF 9� 13).MAINTAIN THE HAMMER COAXILE WTH THE PILE DURING THE DRIVING OPERATION BY USING A COMBINATION OF DRIVING CAP AND LEADS. - - - 32• 14).INVESTIGATE ANY SUDDEN DECREASES IN DRIVING RESISTANCE FOR POSSIBLE BREAKAGE OF THE PILE IF SUDDEN DECREASE IN DRIVING RESISTANCE CANNOT BE CORRELATED TO BORING DATA OR SOME INCIDENT IN THE DRIVING,AND IFTHE PILE CANNOT BE INSPECTED,SUCH ry DECREASE IN DRIVING RESISTANCE MAY BECAUSE FOR REJECTION OFTHE PILE O -SSIO 15).RE-DRIVE ANY PILE WHICH IS RAISED DURING DRIVING OF ADJACENT PILES,TO THE ORIGINAL TIP ELEVATION. Tor ELEVATION of W O PILE TO DE DETERMINED IN FIELD 16).CUTOFF PILES AT TOP ELEVATION DIRECTED BY ENGINEER REPLACE OR REPAIR PILES WHICH ARE DAMAGED WHEN CUTOFF. DRAWN BY: JG 18).DEVIATION FROM LOCATION OF PILE TO BE NO MORE THAN 61NCHES FOR PILES PERPENDICULAR TO THE FLOOR JOISTS AND 11NCH PARALLELTO THE FLOOR JOISTS 32 4/10/2014 19).PILES NOT MEETING ASTM D2S REQUIREMENTS WALLBE REJECTED.REMOVE SUCH PILES FROM THE SITE AND REPLACEWTH SOUND PILES.PILESO O BROKEN UNDER DRIVING STRESSES MAYBE CUTOFF AND LEFT IN PLACE IF APPROVED BY ENGINEER FOR THE LOCATION.OTHERWSE THEY SHALLAA B B 11 -I- -1 1 SCALE: SEE PLAN BE EXTRACTED AND REMOVED FROM THE SITE. 1p 20).FIT TIMBER PILES WITH METAL SHOES ON THE TIP WHEN THE AREA OF THE HEAD OF A TIMBER PILE IS GREATER THAN THAT OF THE FACE OF THE o 24' ,o HAMMER.USE ASUITABLE CAP TO DISTRIBUTE THE BLOWS THROUGHOUTTHE CROSS SECTION OF THE PILE. SHEET N O. 21).AFTER TIMBER PILES ARE CUTOFF,TREAT CUT SURFACES IN ACCORDANCE WITH AWPA M4.REMOVE CUTOFF SECTIONS OF PILES FROM THE SITE FIREPLACE C AND LEGALLY DISPOSE I I 22)THE PILE CONTRACTOR SHALL HAVE A PROFESSIONAL ENGINEER CERTIFY THE PILE LOG INDICATING THE BEARING VALUES OF EACH PILE i EXISTING SIDING TO REMAIN NEW CEDAR SHINGLES TO MATCH I - � A2EK TRIM ' RIDGE/SOFFIT VENTS THROUGHOUT j - - - — - — - — - — - - — - — - - - -=L FT T I TLPI I I 1 11 11 11 -_ i I - I -- - --� ------ - - - -- i --T - - IaT,141 I I I , _ 1 I Y rn 7 _ j I _ - I ITT I I I I IIL t I I I I f IMI I FIN.FLOOR: - _ _ - ( i I EL.14.0' --— - - i - - BOF: I EL BY L. ' NEW GRADE: RETAINING WALL EL-10Y j NAT.GRADE: - - _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - -- - - - -- - - - -/%, / NAT.GRADE: PROPOSED NORTH ELEVATION , EL 7.0' ` NEW GRADE: j SCALE. 1/4> = 1 EL 5.0' 1 M MARS 614 Li SCHAFFER HOUSE 03/14/2014 1 �c= - - - - - - - — - — - — - - - - - - - - - - - — 1 EXISTING SIDING TO REMAIN i _ NEW CEDAR SHINGLES TO MATCH A2EKTRIM I, RIDGE/SOFFIT VENTS THROUGHOUT i I _ —_--- — O U yj =-`1 f-`111 �:� �� _ TI -:— — i r 1 FL FIN.FLOOR: EL.14.0' - - -- I RETAINING WALL Ii Ll No -LFLFILJTTL � � � ;v ����' '� � ��C a,• NAT.GRADE: NAT.GRADE: EL.8.0' EL.7.0' PROPOSED WEST ELEVATION SCALE: 1/4" = 1' SCHAFFER HOUSE 03/14/2014 1 --- ELL I XISTING SIDING TO REMAIN _ — — — - - I NEW CEDAR SHINGLES TO MATCH AZEK TRI M _ — -- RIDGE/SOFFIT VENTS THROUGHOUT co - — -— - - - - - — — o o ih=d ® 1. F1 I F 19 1' I ly 6' Ll 4 D I _-- , l FIN.FLOOR— EL.14.0' — – — – — ���' ,,a!``/'�' �''�Yl!��\ff` ��� �l,' �y'"<'�'%y%v'��''%\'!�;�Y i��'J `�.�7�.,(,��.�^ �.!�' � v� �`.(\//y,�,'y� vY ��y�✓ � ! `c'�,\�'�.>/'/�',� Y"��,�i��i�:✓ ,�y' � – I I - \fir �.(.Y�'Y/ �,J��•. \ -� �( \� �\ '?.�T/1,�/ / v �• 7�,/• ! •\ ��y;�;��< � �'� � ,•� �t` NAT. RADE: NAT.GRADE: EL.8.0 EL.7.0' PROPOSED SOUTH ELEVATION SCALE: 1/4" = V SCHAFFER HOUSE 03/14/2014 I i i j EXISTING SIDING TO REMAIN LL NEW CEDAR SHINGLES TO MATCH AZEK TRIM RIDGE/SOFFIT VENTS THROUGHOUT F-1 It 11 1 1 Ill it I IT i i I I � 1 I - - TTI 00 - CN � I ITP ® i I I I I _ I FIN.FLOOR: - EL 14.0' -H kL y � NEW GRADE: EL 10.1' NAT.GRADE- EL.8.0' RADE-EL.8.0' - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - --- - -- - - - - - - - - - - - - - - - - - - - - - - - - - - PROPOSED EAST ELEVATION SCALE: 1/4" = V SCHAFFER HOUSE 03/14/2014 >B , 60,-9" 9'-91h" 31'-5Vz" 10 38'-51/2" 12'-601 ' ----- - ----------------------------------- ---------------- ------------------------------------- ----------- Ia -- -' 101/4" 6'-0" 11'-71/4" 1 —C 6'-0" 1 —(X" I _ 1 a ctPORCH o CID i 1 � 1 1 1 1 , cc1 1 1 1 1 1 1 1 1 1 -I •, '•------------- --------------------- +� ----' •------'-'----- ---------------------M - -- --- 12'-61/2" 12 —61/z" 5 11"z 3+ 121-51/2" 1 1 1 - 1 11 110 - 1 >A , I 1 1 11 O PORCFI \ ' 11 1 1 11 - �--1• •r'--1�-- 1 11 1 14'—1" 2'-r 1:11/z" 13'—8" 11 1 1 1I 1 1 1 1 1 1 1 1 1 1 1 1 1 11 ,1 11 1 ' 1 � 1 31 9 —6 15 511 2' —4 ���' 15 —1 ------ ----------------------------- o Ln 1 1 1 �'- 1 , „ , " °, (ASSUMED) 1 1, IbZ' 6 —0 12 —6 1 — O ' 1 _ ' Ib 1 1 ` ' ---------------'-------------a 11 '� r7 1 , -------- -- _ 111 1 1 N PORCH ' -----------------;_='' `__________== - ------------------- ------------------•, 1, , 1 1 , --------------------=-�---------------------------------------------------- 0 ----------------------------------1t---------'-,i CONCRETE FOUNDATION ' 1 ; ; I ' -------- -- - ------------------ ----------------------- 1 ---------- -------------- (TO BE REMOVED) ° 1 1 F) e 1 1 1 „ ' l l7XIO DF#7 F1 1 1 1 m 0 1 1 ' 1 / 1 1 1 ` I , sN i --------------------- ------------ ---------'- @16"OC 1 O I - --------- - STOOP -------- ---------------- -, 1 I 1• 1--------'111 1 t4) O 1 f------------ �--- 1 1 I--------------- 0 1 , f 1 ' •---' ' ' 1 1 , 1 'N i ,1 1 1 1 , ------------- L 1 ' -----------1 : 1 , I , , •--------+ 1' 1 1 Ln , ' 1----------- I 1 , 1 •-------. ,I 11'—5" 7'—�8� 11'-711 `C', 1 ; I 1 1 1 1 1 ,' •, 1•--------- --------- -- -• --------- 1 ' ---------- --------- , _---= !------����-�------��Y1�- '-------�--�- --'-- ---- ---Is ----------- 2XIQ QF#2 FI 012"0C •----------------- ---------------------------- - •----- - - 1 ' 1 1 I I 1 1f----------- , 1 I I I , �-----------a 1 GARAGE ' 1 1 1 1 1 1 1 1 I 1 ' 1 1 1 i • , ----------- ---------------- ---------- 1 1 1 , 4 : 1 , O1 •---------------- S]• 1 ( I ------------ -----------' ' Q r 1 , WALLS ABOVE 5-7" 3'S" 12'-71/2" 3� '„ 4,-1„ 3� '„ 14'-10„ 3� o" : : - -- --------------------------------------- •----------------------------------- ----------------• ----- ---------------------- -- -- ---- - ---------------------------------------------- ------------------------------------, _-_---__----------------r ----------- -----------------------------• 6'-5" 50'-111/2" 4'-4" 57'-41/2" B . A S FOUNDATION PLAN- E PROJECT NORTH SCALE: 1/4" = 1' N SCHAFFER HOUSE 03/14/2014 --------------------- GRADE:8.0' --------------------- ------------------- 12'-6" --------6-_O-------- 11'-10/4" 11'-7�/+" 1'-0' 6'-0" 1'- 11'-6" 1'- „ - ------------------- - ------------------------------ ------------------------------ ---------------- I,n ______ ______ =- ------------- --- -- ---------------- -- ------------- --------------------------- (3)2X10 DF#2 GIRDER ( ) 3 2X10 DF#2 GIRDER 1 I I I 12"dia.FG COLUMN I I w/6X6(TYP.) 1 --------------- I 1 I N 1 1 1 1" 1 1 O X I Q 1 1 1 1 I ---------------_____________ 1 1 00 I o COVERED PORCH ------------- t In �I I I 1 N I 1 1 1(] X11 1, ------------- I I Q I 1 I 1 T I 1 ru ----- u - - �I t GRADE-.8.0' rn 1 -------------- I 1 2X6 I 016"0C 1 I I I -------------- I I 2 9-1/2MLHDR. ; ; -------------- GRADE:7.0' 1„ oI I -------------- ao V' w (, ,0 � I 1 1 ren� EX. SITTING ROOM NII — ��I I I -------- ------ ---------------- - --------------- ---------------- I I - (3)2X10 DF#2 GIRDER th � ♦ 1 I MI I EX. DINING ROOM 1 - NI 1 0 � EX. LIVING ROOM COVERED PORCH o' ' o I / QI I I 00 ♦ I11 41A JII1 1 NEW GRADE:10.1' 0 �_1 1 TMEMOMi AS 1MFD FX-2X10 F-I NIP) 0' of � 1 1 (2)2X10 HDR. (2)2X10 HDR. O STOOP � (EXPANDED) 49-01/29914'-91/2" cD EX. MUD - 45 MINUTE FI T ____________ ROOM I I ,�ASSUMED FX-2X1O FJ_(VIR - DOOR WITH SEL LOSING. HINGES, E AMB m m I 0 11 = 0 I WALL LEGEND srooP r,1 (2)2X8 Cr'! (2)2X10 HDR- °t WALL BE REMOVED (2)1-3/4X9 1/4 ML FLUSH BEAM --------------- ---• � HDR. 2�-4" 5 0" v EXISTING WALL o WORK SHOP �i co N 00 NEW WALL --- -- - --- - O • NOTE: ------------ I� � c I DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL ------------ _ [INT.:2X4=4-1/2",2X6= 6-1/2',EXT.:2X4=4-",2X6= 6-1 - O O KITCHEN to " NEW OUTDOOR _______ a MECHANICAL OFFICE I DIMENSIONS OF NEW WALLS ARE FROM STUDS SHOWER TO CONNECT O 0 o To DRVWEu MP.) ROOM I orn [EXT./WT.:2X4=3-1/2",2X6— 5-1/2-1 ■■■■■ 9'-10l/2" '-0" 5'-7" 12'-71/2" ■ O f UO O 11s ' ___ ' VENT (2)2X10 H (3)1-3/4X14 ML HEADER 2-TW2432 Pin MUII) TW3046 j! CW135 CW135 CW135 j 4'-0" 12'-101/2" 10'-7" 6' 01 9'-9" 7'-81/2" SO'-11 1/2" NEW GRADE:10.i' GRADE:5.0' u Z� •Z� Z/ •Z DRIVEWAY 1ST. FLOOR PLAN SCALE: 1/4" = 1' SCRAPPER HOUSE 03/14/2014 -------------------------- IVI- K 1 1 1 1 1 1 EX. BEDROOM No. 1 EX. BEDROOM No. 2 .(�/4x1U ML F�%E? - --- IFItABOVE 4 (4X14 ML fLASH BEAMPOLA BATH No. 1 ' 1 III I I 19'-6" tV 3,-1„ 3,-5„ 4„ p'�;�; - - II -------------- co " + + ,w m ;l` -------- ;z o pV 2X6 PLATE - - -- -------- r� x f- n N 1 Y- ------- LL x LL < 3 ,i'TYP. J � I + IG M ii x. EX. HALL Ix LOFT CM35 CVA35 CW135 CVA35 CW135 CW135 M 1 • r- I (FORMER BEDROOM) 1 i . '+•' (3)2X6 DF#2 HEADER oil S ' 53-41 ' IID x ' BATH No. 2 I �* III I 1 I � ���� BILLIARD ROOM N 1 I 1 1 1111 1111 1 , I I I I� 1 fill fill 1 • • ' • ' _(2)2XS-DF#J b.USH BEAM_ ' ' 1111 - _ ,L I I I I ` ------- - 101/2" --- - --- -- --------" --- --- n --- f, 'Q 1111 IIIIQ I - I 11 —101/2 0 6 -51/2" �, 11'-7" olll+ NIIII - nu wu1� N \ 00 2 2X10 FLUSH BEAM1111 X11"a �) CATHEDRAL L N \ ) 00 1111(%1• •(70111 I \ X - TC ------,�< ' X 4 W1111� CEILINf�� X11111+.1 _IV <1' - _+ L N�..� I---1111 +111 F_ �' 111'1 1111 "1111 /70 , :1; 2X10 DF#2 C1 016" S nn t J r nn 5 / 2X10 DF#2 C1 ® Z Il -1 UO a, - I (NON-STORAGE) O nn nn O o (NON-STORAGE) - �+ 1 30X54 , �+ N 3 Ufill O u-�'PULL pOWN"� un un nl oI; STAIR ;Io nu nn x I nu fill o m BEDROOM N 3 BEDROOM No. 4 N ; ; c"! o. +'++ o 01, 1. "" T _ x (2)2X10 FLUSH BEAM I ALCOVE (3)2X6 DF#2 HEADER I in (3)2X6 HDR. (3)2X6 HDR. (3)2X6 HDR. 1 5 CW135 CW135 CW135 CW135 CW135 I ' TW3046(EGRESS) T3046 (EGRESS)7W3046 1/2"TYP 2X6 PLATE W 4'-0" 11 -83/4„ 11 -83/4„ 4,-0" 31'-51/2" 181-099 ,-6f I 50'—111/2" WALL LEGEND 2ND. FLOOR P .----_-------- WALL TO BE REMOVED PUTS HEIGHT AT r-9-(MATCH EXISTING). 6).MULLS ARE 70 BE PROVIDED WITH 2-2X DF#2 STUD POSTS i i ' 2).NEW EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS 7).INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R19 SCALE. 1/4" — 11 AT 16"O.C.. AND 2X4 WALLS AT R13. EXISTING WALL 3).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. 8).INSULATE CEILINGS WITH R21 INSULATION.ALL CATHEDRAL SECTIONS TO BE PROVIDED WITH A i"AIR SPACE BETWEEN ROOF NEW WALL 4).PROVIDE 3-2X6 DF#2 HEADERS OVER NEW OPENINGS UNLESS SHEATHING AND INSULATION.ALSO PROVIDE 1-1/2"THICK FOAM 5 OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK INSULATION 1'-0"FROM EXTERIOR WALL PLATE INTO HOUSE O PROJECT NORTH NOTE: STUDS ON EACH SIDE OF OPENING. CATHEDRAL ROOF PARTS. ' E DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL I INT.:2X4=4-1/2",2X6 = 6-1/2",EXT.:2X4=4-",2X6= 6"] 5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES 9).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEET ROCK N WHERE APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH BATHS TO HAVE MOISTURE-RESISTANT SHEEFROCK. DIMENSIONS OF NEW WALLS ARE FROM STUDS FASTENING HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. (EXT./INT.:2X4= 3-1/2",2X6 = 5-1/2'] 10).INSTALL SMOKE AND CO DEFECTORS THROUGHOUT PER CODE. SCHAFFER HOUSE 03/14/2014 Is 12 4ce d' X �C N /y ----- / -A' (2)6.'1/2 ML UNQEk'CUPOLA I C145C145 C145 AII j / i' / / ✓ / % /, % /� /S ry +6 ' + _ ti} ___ N g/ PITC,14 BEAM `fi0 MATCH RAFTERS/ i/ / J-= ¢- ----- ---- ' o2X6 2R � � 4vSHEA - T[*/1/2/� YWO6D �T6'QC /80THbESO.CUPOLJCTOSUR/E i ✓' / / i / / i ' // %O o (2)2X6 HDR. 12 - �� (TYPICAL) I 6 ; ¢ // INSTALL ROOF AND SOFFIT 2X4 b r / i I VENTS THROUGHOUT(TYPICAL) to �J r 876"OC //, + // / '/� /' '•'�_J�__-J/(�i 1 " I / / � 1. .� ------------------ --------------------------- 0---------- Ai 1 / I / -�- ,/ r 1 A21 A 1, A21 a aU ' _ f--- / L --' - - • ' (2)9-1/2 ML UNDER CUPOLA, 4X4 POST' (TYPICAL)i --------------------------------------------------- - - - ------------------------------------- ' '/, / 1 % I .�..- /•_ ' 1 i I 7' --------------------------- ----------------------- C ------------------------- --------------------- ' 1 I ' 1 2X1l2 VALLEY PLA{Eci I 1 'J f i i----- ----- , i ��` � , i . tx �1I� II 1 w 1 _-- --`----------- -• >1 ---------- / • / - - --- '�J -------------- ----`---'-J ' V I ---------- ------"--- i { I / , 1 p -J -� i 1 { 1co (2)1-3/4X11-7/8 ML RIDGE 1 1 ; 12 1 i 12 1 Gq I (1)2X8 DF#2 RR @16"OC I (ALT.2X10 @16"OC.ADJUST AT SOFFIT TO MATCH);7-*, 1 1 i 1 ' 1 I •--i----------------------------- ---------------------' 1 I 1 i ----------------------------- ---------------------------------------------- ------------------------------------------------------- --------------------------------------------- u O �o C� 1).NEW SOFFIT HEIGHTS TO MATCH EXISTING.ADJUST OVERHANGS AS 7).ICE&WATER BARRIER TO BE USED 1N ALL VALUES AND INTERSECTIONS NEEDED.VERIFY IN FIELD. WITH ROOF AND SIDE WALLS(TYPICAL). ROF PLAN 2).INSTALL NEW 2X6 DFN2 COLLAR TIES AT 48"O.C.UNLESS OTHERWISE 8).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD P SHEATHING i i NOTED. MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. SCALE: 1/411 1 UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE 3).ALL PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"DIA.GALVINIZED WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS S LAG SCREWS WITH WASHERS AT EACH RAFTER. COMPLETE. PROJECT NORTH 4).APPLY 1n"THICK FIR CDX SHEATHING OVER ROOF FRAME. 9).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. E USE GALVANIZED(ZINC COATED)ROOFING NAILS,11-12 GAUGE WITH AT 5).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. N DIRECTLY TO THE DECK ALONG EAVES. USE 6 NAILS PER SHINGLE.NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT CUTTING INTO SHINGLE SURFACE. 6).USE 15NFELT UNDERLAYMENT WITH ASPHALT ROOFING.IN AREAS W/ 4:12 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT. SCHAFFER HOUSE 03/14/2014 i (2)1-3/4X11-7/8 ML RIDGE INSTALL ROOF AND SOFFIT VENTS THROUGHOUT(TYPICAL) b.O DBL.2 COLLAR TIES r_ 12 2 THRU-BOLT EACH SIDE Z OF RRs AND COLLAR TIES O p 0 2xe as X6 PLATE ..l 3/4"SUBMA FLOOR xdgR� g16"« a 4 TCH INISHED DBL I-3/4X11-7/8 ML FJ ®16"OC FLO R(VIF) I 2X 1 "O 2'X2'X4"CEDAR (3)2X10 WOOD BRACKET GIRDER 12"dia.FG I COLUMN , , I 6X6 ACQ 55 POST I ' ' 3/4"SUBFLOOR _ _ __ EL.14.0 5/4'DECKING 2X8 ACQ DJ @16"OC — - -- -FN2 FJ @12"OC — (3)2X8 ACQ 2X10 D GIRDER ; ; , Liu ,'.�` - __ _ RETAINING WALL EL.7.0 ` EL.5.0 SECTION A-A SCALE: 1/4" = 1' 03/14/2014 SCHAFFER HOUSE 12 2X6 CJ MOOC '^` --------- INSTALL ROOF AND SOFFIT VENTS THROUGHOUT{TYPICAL) (2)9-1/2 ` 1-3/4X11-7/8 ML RIDGE c0 ML CUT OUT EX.ROOF FOR NEW CUPOLA (2)9-1/2 ML (2)2X8 DF#2 RR @ 16"OC ALT.:2X10 @16"OC F1 4X4 4X4 F RR POST SISTER 2X8 JOISTS w/ POST 3/4"SUBFLOOR _ AT CUPOLA AREA EXISTIN 1 CUT BACK EXISTING 2X10 DFN2 CJ @ 16"OC — - -— SOFFIT AS REQUIRED u z � t; 1 SOLID XE BLOCKING EXISTING U 2X10 RIDGE � 2X8 RR 816.00 EXISTING 3/4"SU13FLOOR 2 16" C EXISTING 2X10 DFN2 FJ @16"OC -— (3)2X10 —- - — GIRDER 12"dia.FG z COLUMN + t7 EXISTING 1 W t\ m i 6X6 ACQ H i POST 5L47-DECKINC 11 Ali,EXISTING 3/4"SUBFLOO 2X10 DF#2 FJ @16"OC — EI + 2X8 ACQ DJ @16"OC — - - (3)2X8 ACQ GIRDER — --- - — SEPTIC)RETAINING WALL El - - - - - - - - - - - - - - - - - - - lil_I!(flli Ii-Nlillilll - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - .�1!(I!lllilltllll- 111111--�ill!111Lllllllil_ EL SECTION B-B, SCALE: 1/4" = V-0" SCHAFFER HOUSE