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HomeMy WebLinkAbout33723-ZFORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 33723 Z Date MARCH 5, 2008 Permission is hereby granted to: KATHLEEN R SMITH 80 ELM AVENUE FLORAL PARK,NY 11001 for : CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 420 WILLOW TERRACE LA ORIENT County Tax Map No. 473889 Section 026 Block 0002 Lot No. 010 pursuant to application dated EBRUARY 13: 2008 and~he Building Inspector to exl~ire on SEPTEMBER 5,_~2009. ~ ] ~auth/zed "Signature Rev. 5/8/02 ORIGINAL COMMENTS FOUNDATION (1ST) FO[~DATION (2ND) ROUen F~c a [NS~ATION PERN. Y. STATE ENERGY CODE ~DITION~ COUNTS Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 02/12/08 Receipt#: 11557 Transaction(s): Reference Subtotal 1 1 Septic Permit- Construct- Resid. W 1 low 7r2rra-C- 3781 $10.00 1 1 Septic Permit- Construct- Resid X-07-6 FIM-_16 AACt ��4rI 3782 $1000 1 1 Septic Permit- Construct- Resid.0-T7Zo ,C1&e45 A),e&)v 3783 $10.00 Cash Total Paid: $30.00 Name: Robert's, Custom Homes P O Box 372 Wading River, NY 11792 Clerk ID: CAROLH Internal ID:3781 BUILDING PERMIT EXAMINER CHECKLIST . *Date Submitted: 1810�ate Reviewed.-9&106Q@:) Applicant: �� ,�, Owner: ch' ct/Engineer: o ,v�s Estimated Cost. 'L 3JlL SCTM# 1000- 9. Subdivision: Zone: Conforming? /Uy Property Address: City—�To�,,,¢�,_� Pre COs? -o Building Permits (Open/Expired): BP -Z/C/O.Z- ,Info• BP -Z/C/o Z- ,Info: BP -Z/C/o Z- ,Info: BP -Z/C/o Z- ,Info: BP -Z/C/o Z- ,Info: Single & Separate Search Required? N Determination: REQ. Lot Size: ®i2. ACT. Lot Size: q Rl�E Lot Cov. ACT. Lot Cov. REQ. Fronty ACT. Front ,/ REQ Side CT. Side 41' REQ. Rear c ;? PROP. Rear. REQ. Height ACT. Height Project Description: - Waterfront? Y ? If yes, water body. Panel# Flood Zone: 1 ead/Bluff Distance: i ADDITIONAL APPROVALS REQUIRED C ST Suffolk County Heal h Y o N-If yes, *Bed#: *Date: ( A/g'*Permit#: TZ.fb-09,6061 Town Sep is , )r t - If no, certificati n required: Y or N Received: Y or N By: NYS DEC: PRE-DEC 9/1/75 Y or. - ate: / / Permit#: or NJ Letter–Notes: Southold Trustees: Y or - ate. / / Permit#: or NJ Letter–Notes: Southold ZBA: Y orate: _ ermit#: –Notes: Southold Planning: Y or - Date / / Permit#: –Notes: Town Landmark C of A: Y / / *NYS CODE Compliance (pag 2)i Y o N Notes: _QJ'( 1t6W f Fee Structure: Calculation: Z� q D�P – L 1, – Foundation: � SF 1. I SF)_ SF) I�_SF X $� $ b First Floor: cP-O%q SF +Tr; oi-.Fee:`$ � Second Floor: SF +Additional Feet Other: SF 2. ( SF)- ( SF)= SFX $ Total: L SF + Initial Fee: $ + Additional Fee $ TOTAL: $ 1 NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 Wind Speed: 120MPH Seismic Design Category: B Weathering: Severe Frost Depth: 36" Termite: M-H Decay: S-M Design Temp: 11 Ice Shield Underlay:YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N READERS: YIN WALL STUDS: Y/N GIRDERS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS: Y/N ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE: Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE: YIN DEAD: Y/N SNOW: Y/N SEISMIC: Y/N WIND: YIN WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRES S: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT• Y/N TRUSS DESIGN. Y/N CERTIFICATION: Y/N ENERGY CALCS Y/N TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) SUM/( Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM �,�q- PROPERTY LOCATION: S.C.T.M.#: Ir�lry`� �^ THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A �0 9W o2 I D - STORM-WATER,GRADING;DRAINAGE AND EROSION CONTROL PLAN District Section Block Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. ----------------------------------------------------- (tem Number: (NOTE: A Check Mark(f)for each Question is Required for a Complete Application) Yes No ---------------------------------------------------- Will this Project Retain All Storm-Water Run-Off Generated by a Two(2")Inch Rainfall on Site? (This item will include all run-off created by site clearing and/or construction activities as well as all Site — Improvements and the permanent creation of impervious surfaces.) / 2 Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size&Location? (� This Item shall include all Proposed Grade Changes and Slopes Controlling Surface WaterFlowl — 3 Will this Ptoject Require any Land Filling,Grading or Excavation where there is a change to the Natural t✓ Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? — 4 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand(5,000)Square Feet of Ground Surface? 1 5 Is there a Natural Water Course Running through the Site? ❑ V Is this Project within the Trustees jurisdiction or within One Hundred(100')feet of a Welland or Beach? — 6 Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen(15)feet of Vertical Rise to ❑ One Hundred(100')of Horizontal Distance? — 7 Will Driveways,Parking Areas or other Impervious Surfaces be Sloped to Direct Storm Water Run-Off into and/or in the direction of a Town right-of-way? — 8 Will this Project Require the Placement of Material,Removal of Vegetation and/or the Construction of Y any Item Within the Town Right-of-Way or Road Shoulder Area? — (This item will NOT include the Installation of Driveway Aprons.) 9 Will this Project Require Site Preparation within the One Hundred(100)Year Floodplain of any Watercourse? © , NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark in the Box, a Storm-Water,Grading, Drainage&Erosion Control Plan is Required and Must be Submitted for Review Prior to Issuance of Any Building Permitl ----------------------------------------------------- EXEMPTION: ------------------------- ------------------------- EXEMPTION: Yes No Does this project meet the minimum standards for classification as an Agricultural Project? Note: If You Answered Yes to this Question,a Storm-Water,Grading,Drainage&Erosion Control Plan is NOT Required! — - -——————————————————————————————————————————————————— STATE OF NEVV YORK, COUNTY OF.. U.... .........SS That I,.......... „1.. a'-'L...... .... .....................being duly sworn,deposes and says that he/she is the applicant for Permit, (Name of individual signing Document) pp�'�,� And that he/she is the ........................ ... ..?�{'(. . .... ...... .................. . . . ....... ....................................................................... (Owner,Contrac or,Agent,Corporate Officer,etc) Owner and/or representative of the Owner of Owner's,and is duly authorized to perforn or have performed the said work and to make and file flus application;that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in (he manner set forth in the application Fled hereii'ith. Sworn to before me this; pp ...............Z;?.' ...................... day of.....v�G!...................... Notary Public: ......... .....` `.. OP G C(NDi4'J CO (Signature of Applicant) NOTARY PUBLIC,State of New York FORM - 06/07 Suffolk ount Term Expires December 31,20,[� Legacy Land Services, Inc. 127 Route 25A, Rocky Point, NY 11778 Tel: (631) 821-5555 Fax: (631) 209-2430 February 29, 2008 Town of Southold ' Title No. N-0189-08 County of: SUFFOLK State of: NEW YORK This is to certify that KATHLEEN R. SMITH is (are)the owner(s) of record of District 1000 Section 026.00 Block 02.00 Lot 010.00; that Legacy Land Services, Inc. authorized agent for: Washington Title Insurance Company has made a search of the records of the Suffolk County Clerk's Office, and that said search shows neither the said owner not any predecessor in title of the said premises owned any contiguous property at any time since 01/01/1997 except as follows: SEE ATTACHED CHAINS That the applicant herein does not own any contiguous property except as follows: SEE ATTACHED CHAINS This certification is made with the intention of reliance thereon by the Board of Appeals and/or Building Department of the Town of Islip. NOTE: LIABILITY FOR THIS VARIANCE SEARCH IS LIMTED TO THE AMOUNT OF FEES ACTUALLY PAID. Sworn to before me thisa9i-A February, 2008 VTRACIE2RATW ESER for the Company Legacy Land Services, Inc. Agent Pamela J Fitzgerald for:Washington Title Insurance Company Notary Public-State of New York No.OIF16142451 Qualified in Suffolk County My Commission Expires Dlarch 20,20 SUBJECT PREMISES Dist. 1000 Sec. 026.00 Bl. 02.00 Lot 010.000 Deed Grantor(s): John L. McIntyre, individually and as Executor Dated: 10/03/1977 Of the Estate of Evelyn G. McIntyre, deceased To Recorded: 10/11/1977 Grantee(s): Kathleen R. Smith Liber: 8322 Page: 380 PREMISES ADJOINING ON THE NORTH Dist. 1000 Sec. 026.00 Bl. 02.00 Lot 011.000 Deed Grantor(s): Margaret E. Werden Dated: 05/22/1979 To Recorded: 09/24/1979 Grantee(s): Peter W. Werden Liber: 8699 Page: 211 PREMISES ADJOINING ON THE SOUTH Dist.1000 Sec. 026.00 Bl.02.00 Lot 009.000 Deed Grantor(s): Carol V.S. Gossweiler Dated: 01/04/1984 To Recorded: 01/18/1994 Grantee(s): John R. Rieger and Dorothy C. Rieger Liber: 9497 Page: 337 Deed Grantor(s): Dorothy C. Rieger Dated: 08/29/1997 To Recorded: 09/25/1997 Grantee(s): John R. Rieger Liber: 11853 Page: 729 Deed Grantor(s): John R. Rieger Dated: 07/21/2000 To Recorded: 08/16/2000 Grantee(s): Bradley Rieger and Jan Rieger, as Trustees of the Liber: 12063 Page: 367 John R. Rieger Irrevocable Asset Management Trust, dated December 1, 1998 Deed Grantor(s): Bradley Rieger and Jan Rieger, as Trustees of the Dated: 05/07/2002 John R. Rieger Irrevocable Asset Management Trust, dated December 1, 1998 To Recorded: 04/25/2003 Grantee(s): Bradley Rieger and Jan Rieger Liber: 12248 Page: 64 Deed Grantor(s): Bradley Rieger and Jan Rieger Dated: 05/08/2002 To Recorded: 04/25/2003 Grantee(s): John R. Rieger Liber: 12248 Page: 63 Deed Grantor(s): John R. Rieger Dated: 07/30/2005 To Recorded: 08/23/2005 Grantee(s): Bradley Rieger and Jan Rieger, as Trustees of Liber: 12405 Page: 389 John R. Rieger Irrevocable Asset Management Trust, dated December 1, 1998 Deed Grantor(s): Bradley Rieger and Jan Rieger, as Trustees of Dated: 03/15/2006 John R. Rieger Irrevocable Asset Management Trust, dated December 1, 1998 To Recorded: 04/04/2006 Grantee(s): Jan Rieger Liber: 12443 Page: 737 Deed Grantor(s): Jan Rieger Dated: 05/11/2006 To Recorded: 06/14/2006 Grantee(s): Jan Rieger and Laura Bacon-Rieger, his wife Liber: 12455 Page: 284 PREMISES ADJOINING ON THE WEST Dist. 1000 Sec.026.00 Bl.02.00 Lot 007.001 Deed Grantor(s): Charles Robert Krull and Linda Jane I lappholz Dated: 01/05/1993 as Executors of the Estate of Rosemary Krull, deceased To Recorded: 01/19/1993 Grantee(s): John De Fina and Barbara De Fina,his wife Liber: 11609 Page: 319 PREMISES ADJOINING ON THE WEST Dist. 1000 Sec.026.00 Bl.02.00 Lot 006.001 Deed Grantor(s): Philip C. Frey and John K. Frey, his wife Dated: 10/28/1996 To Recorded: 11/15/1996 Grantee(s): James N. Grace and Alice E. Grace, his wife and Liber: 11801 Page: 973 James N. Grace, III and John E. Grace PREMISES ADJOINING ON THE WEST Dist. 1000 Sec. 026.00 131. 02.00 Lot 007.002 Deed Grantor(s): Charles M. Krull and Rosemary Krull Dated: 07/31/1978 To Recorded: 08/04/1978 Grantee(s): Edwin C. Gerrity and Pauline A. Gerrity,his wife Liber: 8473 Page: 559 Deed Grantor(s): Edwin Charles Gerrity and Pauline A. Gerrity, Dated: 01/30/2006 tenants by the entirety To Recorded: 06/07/2006 Grantee(s): Marybeth Gerrity and Patricia D. Moore and Liber: 12454 Page 114 Daniel P. Gerrity and Annemarie Gerrity and Edwin C. Gerrity, Jr. and Cara J. Becker I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the SURVEY QF PROPERTY N permit to construct. A T ORIENT TOWN OF%SOUTHOLD The locations of webs and cesspools SUFFOLK COUNTY, N. Y. Tshown hereon are from field observations ,, 1000 26-02-10 and or from data obtained 'from others. SCALE. 1'30' TEST HOLE KING S"j'R 4.73' JUNE 21, 2005 9/30/05 r Dr-C' 12005(PRoP HSE BYMcDONALD GEOSCIENCE < JUNE 27, 2006(CERTIFICATION) In AUG. 15, 2.006(CER TIFICA TION) DARK BROWN SILTY LOAM OL L�~ NOV.7. 2006 (CERTIFICATION) _ _ I cp Mc- 2/ 2Da� rcv/JEo` 6ephe- ) OCT. 10,2Q07 (sepllc sysMmJ BROWN SILT ML FEB. 8, 2008 (PROP. HSLc 7 WATER IN BROWN SILT ML i \ I WATER IN PALE BROWN FINE To COARSE SAND SW ` 1 12' -1 LOT 4 r `i lroINS 03 - E�I' = w t •36'40 �� o ' r" s N ► RAIN RUNOFF CALCULATIONS x173 2d.RA1NFALL Csti r NSE. - 2090 sq.tt. v _ �'► 2090 x 0.17 x t - 355 cu,it. z �' v o p Q PROVIDE 2 DRYWELL 8'0 x 5' DP. 0 ? SLOPES GREATER THAN 10%- la nN N T 1� sq.It. LO , 4 m N� ZZ C*1 -s=r 0 0 -c 3 O u" y+cu n Ooo\ W �.�a Nv O Qz� \ r n y � o d,I yexlG+- - rop. x U11 61P� 6.6 ' 6 m N �r 0 \ , 1 o NY, NOTE: * \ �, \ •36'20 6 SUBSURFACE SEWAGE DISPOSAL �A o \ 5�1 T [ 1� DESIGN BY, JOSEPH FISCHETTI, P.E. HOBART ROAD = HOUSE SOUTHOLD, N.Y. 1/971A F.FLR. EL /4 u, (631) 765 - 2954 N o- EL l2. FK 4RAD6 9'. J 4'APPRO yED , IE A8 .8 a. 1200 GAL. 8, �{3' CLEAN SAND TANKWSEP77C E8.! sa CESSPOOL I COLLAR GROUND WATER EL Q I 4 /0 =P/opoyco' C/CVS'-�•'-n '' CENT?;= OF6POOL LCUoO TEM ZOA/A--s f gum >r/lLm PROPosw SEWAGE DxposAL SYSTM Q POOLS B'I+2'DEEP 07M CL SAAR d'COLLAR 1200 GAL PRECAST c&o e.s G PPOOOLLSS TOIF U5 no Borrow Mg �7E ®1F NEW LOT NUMBERS REFER TO "MAP OF WILLOW TERRACE (� �"p SECTION ONE" FILED IN THE SUFFOLK COUNTY CLERK'S CROSS SECTION-SEPTIC• SYSTEM �� �'C. Im�2c OFFICE ON NOVEMBER 28, 1969 AS'FILE NO. 5407. AREA=23,739 SQ. FT. �a�c m =MONUMENT �r A. 49618 ANY ALTERA77ON OR ADDITION TO THIS SURVEY IS A VIOLA 77074 ECONIC SURV OF SECTION, ,7209OF THE NEW YORK STATE EDUCATION LAW. (631) 765-5020 u d� 5-1797 EXCEPT AS PER SEC770N 7209—SUBDIVISION 2. ALL CER77FICATIONS P.O. BOX 909 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR 774E IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET 05-199 WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y 11971 4 C•Y� '" �i'�1� I am familiar with the STANDARDS FOR APPROVAL �w- AND CONSTRUCTION OF SUBSURFACE SEWAGE 8e1<<E` DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES "' ��[ �, ��Nt�a51. and will abide by the conditions set forth /herein and on the SURVEY Y� TC �,��k N permit to construct. AT ORIENT TOWN OF', SOUTHOLD The locations of wells and cesspools P SUFFOLK CO UNT�; N. Y. Tshown hereon are from field observations 1000 x,26-02-10 and or from data obtained from others. KING STREET 4.73' SCALE. 19=30' TEST HOLE JUNE 21, 2005 9/30/05 SUFFOLIS C01111" p - .E c . 4 ' 2005(1'e0P 4SE) ��F R� ( F FMAI�LT',SERVICES BY McDONALD GEOSCIENCE - r JUNE 27, 2006(CERTIFICATION) PERRU 'T, AUG. 15, 2f006(CER TIFICA TION) V'�L op, '�'�a DARK BROWN srL rY LOAM OL �+. I�; L, 's� •�txr �UC�'ION FOR,& NOV.7, 2006 (CERTIF i ION) Mar sephe ) DAA A- o g OCT. 10,2007 (septic system) BROWN SILT ML S REF NO lO-G�-006 CFR TIEIED TO, AFFR0_VED CHRISTINE McENANEY WATER IN BROWN SL MLF®t? ;,l - DARLENE ARMENTI s i�� Itb lJr� OF4L BE1 tt.�:: nTrt,�;�._ ter t•� �cr 1:� �cs''i3 WATER W PALE BROWN FINE TO CO SE SAND SW roICOM D7ao R®VAL �y pq `�'' �-6a _ , �} �C n� 'ir l'Li IN ACCO t�%•NC 1, `Vl'V.r('T IA D I2 ` v 1 n�' R� t ���J �JK.Tr.Rf' INAT,N- - B 0 �lYn' CO. t •��iz ljl'r' el X45. zed.. oa m TION I TION -Z. b O Elm z ? ALT H DcPAR`�I'� T DoT 5 4 mon. l 75 . ooz - I \o71) - S3 3 `` \ •O\ ` IM O Ln It \ } O A 4 \ S I 0 e wo- Y ,W ' r �1 � 0�6 \ n7 0 ro r J \ X11 c�1 fOp P 1 X6.66 N \ , O Or� \b 5 NOTE c� \ 19 1k 16 SUBSURFACE SEWAGE DISPOSAL O \ 5� I.01 SYSTEM DESIGN BY, JOSEPH FISCHETT1, P.E. '-P- o z� WELL_jN� '� ®� HOBART ROAD = HOUSE ' J co SOUTHOLD, N.Y. 1197/ F.FLR EL /4 0 ®� (637) 765 - 2954 T� EL IP FZ%t GRADE 91 0MOVED i.,vnv ��G_ 0525T. �� IE, 810 3' CLEAN SAND fid` I s� _ Weli GAL. I TANK CESSPOOL '�I COLLAR SSIO GROUND WATER EL. 41 A4Nl CENCLTER POOL OF 6 POOL USTER Gl ooO Zo�/F.s r/LOM f/ PROPOSED SEWAGE DM POSAL SYSTEM POOLS e•I• 'DEEP WITH CLEAN SAND 3•COLLAR/200 GAL. PRECAST � 3 X01 d 3 G bb 8 G CONCRETE W,71C TANK BOTTOM OF LEAChG0G OF N POOLS TO BE ABOVE GROUND WATER '(� �� LOT NUMBERS REFER TO "MAP OF WILLOW TERRACE ®,Q SECTION ONE" FILED IN THE SUFFOLK COUNTY CLERK'S CROSS SECTION-SEPTIC SYSTEM OFFICE ON NOVEMBER 28,. 1969 AS FILE NO. 5407. AREA=2J,739 SQ. FT. ■ =MONUMENT ANY ALTERA77ON OR ADDITION TO THIS SURVEY ISA VIOLATIONECONIC SURVEYORS, 1..L�4MJ�� OF SEC71ON 72090F THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL CER77FICA77ONS (631 765-5020 FAX (6—Jr)-7657-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STRE%� WHOSE SIGNATURE APPEARS HEREON. - SOUTHOLD, N. Y. 1197 7 t. �f`,9, OCT 13 2007 Suffolk,Co.Dept.of+lealth Se 0filre of vv 5tteA r�icey vjajer 1w9tm, COMPLY WITH ALL CODES OF APPI RVEDA N01 ED NEW YORK STAT E & TOWN CODES �,TE: B.P.# ' ��� AS REQUIRED AND CONDITIONS OF BY: SOUTHOLD TOWN ZBA �.w 1FY BUILDING DEPARTMENT AT SOUTHOLD TOWN PLANNING BOARD 765-1802 s AM TO 4 PM FOR THE SOUTHOLD TOWN TRUSTEES FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED N.Y.S.DEC FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING _ " - ''�J 3. INSULATION 4. FINAL - CONSTRU,CTION MUST .(JIVIBER CERTIFICATION' BE COMPLETE FOR C.O. ON LEAD CoNTENrBEFORE , ALL CONSTRUCTION SHALL MEET THE CERTIFICATE OF�OCCUPANC REQUIREMENTS OF THE CODES OF NEW SOLDER��/SED'l1VWATER YORK STATE. NOT RESPONSIBLE FOR � P.PLYS,Y-STERII CA'N!tilOT ' DESIGN OR CONSTRUCTION ERRORS. SU EXCEED 2110,OF 1%"LEA OCCUPANCY OR USE IS UNLAWFUL FLOOD ZOIC ` �,`,,ITHOUT CERTIFICATE COMPLY WITH CHAf)TER* FLOOD DAMAGE PREVENTION OCCUPANCY SOUTHOLD TOWN,CODE. ` CERTIFICATION OF ALL CONSTRUCTION SHALL NAILING & CONNECTIONS ,'MEET THE REQUIREMENTS OF THE REQUIRED. CODES OF NEV YORK STATE. PLUMBING ALL °,_ 1NG WASTE RETAIN STORM WATER RUNOFF & ,.f, = " _ "!=ED TES" - ERING PURSUANT TO CHAPTER 236 _ . -w -- - - OF THE TOWN CODE. K UNDERWRITERS CERTIFICATE REQUIRED' or �' rt ,7 EScheck Software Version 401"3 Compliance Certificate Project Title: Jamestown colonial Report Date:02/05/08 ' Data filename:E:\COPY D 1104\builders\criscito\willow terrace orient\energy for jamestown rck Energy Code: 2007 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Detached 1 or 2 Family Heating Type- Non-Electric Glazing Area Percentage: 14% Heating Degree Days: 5750 =� Construction Site: Owner/Agent: Designer/Contractor: willow terrace Roberts Custom Homes Robert Higgins Architect Orient,NY Wading River,NY 631-208-3351 Compliance:2.2%Better Than Code Maximum UA:459 Your UA:449 Gross cavity Cont. -G lazing UA _or_tbbL. Perimeter Ceiling 1:Flat Ceiling or Scissor Truss 1185 38.0 0.0 36 Ceiling 2:Cathedral Ceding(no attic) 200 30.0 0.0 7 Wall 1:Wood Frame,16"o.c. 2736 13.0 0.0 190 Window 1:Wood Frame:Double Pane with Low-E 345 0.350 121 Door 1:Solid 40 0.400 16 Door 2:Glass 40 0.350 14 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1385 19.0 0.0 65 The proposed building represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application.The proposed systems have been designed to meet the 2007 New York Energy Conservation Construction Code requirements.When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in compliance with this Code Name-Title Signature Date Ni . 01 Project Title:J Report date:02/05/08 Data filename: •\COP criscito\willow terrace orient\energy for jamestown.rck Page 1 of 4 1T a� REScheck Software Version 4.1.3 Inspection Checklist Date:02/05/08 Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: ❑ Ceiling 2:Cathedral Ceiling(no attic),R-30 0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-13.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Fmme:Double Pane with Low-E,U-factor.0.350 For windows without labeled U-factors,describe features: Wanes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,1-1-factor 0.400 Comments: ❑ Door 2:Glass,U factor.0.350 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation Comments: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,fixtures are installed with a 3"'clearance from insulation. Vapor Retarder: ❑ Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided ❑ Insulation R-values and glazing U factors are clearly marked on the building plans or specifications. ❑ Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: ❑ Supply ducts in unconditioned attics or outside the building are insulated to at least R-8 ❑ Return ducts in unconditioned attics or outside the building are insulated to at least R-4 ❑ Supply ducts in unconditioned spaces are insulated to at least R-8. ❑ Return ducts in unconditioned spaces(except basements)are insulated to R-2.Insulation is not required on return ducts in basements. Duct Construction: Project Title:Jamestown colonial Report date:02/05/08 Data filename-E:\COPY D 1104\builders\criscito\willow terrace orient\energy for jamestown.rck Page 2 of 4 All joints,seams,and connections are securely fastened with welds,gaskets,mastics(adhesives),mastic-plus-embedded-fabric,or d' tapes.Tapes and mastics are rated UL 181A or UL 1816. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa) The HVAC system provides a means for balancing air and water systems. Temperature Controls: Cj Each dwelling unit has at least one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: Separate electric meters exist for each dwelling unit. Fireplaces: Fireplaces are installed with tightfitting non-combustible fireplace doors. Fireplaces have a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State,the Residential Code of New York State or the New York City Building Code,as applicable. Service Water Heating: C] Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. ❑ Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps have a time clock. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2 Project Title:Jamestown colonial Report date:02/05/08 Data filename:E:\COPY D 1104\builders\criscito\willow terrace orient\energy for lamestown.rck Page 3 of 4 Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Temperature("F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 15 100-139 0.5 0.5 0.5 1.0 Table 2.Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range ff) 2"Runouts 1"and Less 125"to 2.0" 2.5"to 4"' Heating Systems Low Pressure./Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) . e J. �o 01 Project Titi •Jamestown onia Report date:02/05/08 Data filenam)k E:\COPY D 11041builderslcriscito\willow terrace orient\energy for jamestown.rck Page 4 of 4 GENERALCONSTRUCTION NOTES 12. Basements with habitable space and every sleeping room shall have 24. Windows in buildings located in Wood-Borne debris regions (areas within- 1 at least one openable emergency escape as follows: hurricane prone regions within 1 mile of the coastal high water 1, All construction shall conform to the 2007 Residential Code of New York State- Sill height of not more than 44 inches above the floor. line were the basic wind speed is 110 miles per hour or greater j effective January 1, 2008, all Local Building and Zoning Codes and the 2007 A. Minimum net dear opening of 5.7 sqaure feet. or 120 miles per hour as per figure R301.2(4) of the New York State New York State Energy Consevation Construction Code. ALL CODES Except grade floor openings shall have a minimum net clear I - TOP PLATES __ DECKING ' PResidential Building Code shall meet the requirements of the large -__„ Shall supercede the drawings and shall be incorporated into the opening of 5 square feet Missle test ASTA�1 E 199G and the ASTM E 1885 =' =_ ) TYPICAL Simpson LTP4 or ! drawings WHETHER they are indicated on the Plans or NOT. B. Minimum nol clear opening height shall be 24 inches, referenced therein. ` , � __ 2 - SIMPSON LS50 „ "' _�2 - SIMPSON LS50 1 Equal at each C. Minimum net clear opening width shall be 20". (values are nominal design 3-second gust wind speed in miles per hour) I' FLOOR SYSTEM post to Deck Joist 2. The reference Standard that was utilized in the Design of the D. emergancy escape and rescue openings shall be operational . ; 5/8" Fire Rated Gypsum ''" i Yp _ 1/2 Pl_Y1/1100D SHEATHING the structure is the AMERICAN FOREST & PAPER ASSOCIATION from the inside of the room without use of keys or tools. A. EXCEPTION: Wood Frame Construction Manual for one and two family dwellings Wood Structural p Board @interior with 5d APPLIED VERTICALLY AND panels with a minimum of thickness of 7116 inch ;;'-,'�,„ ��-Teco each 1995 High Wind edition. 800-890-7732 THIS MANUAL shall I e s Cooler nails @ 7 o.c. at NAILED WITH 8D NAILS 9 ( ) 13. No back-fill shall b� placed against the foundation walls and a maximum span of 8 feet shall be permitted for opening I "• ' " 2X D1-CK JOISTS-re an { be incorporated into the drawings WHETHEP, they are indicated until the first floor framingis in lace or brace the foundation ! 1 ane! edges & 10 O.C. " p' joist to girder P protection. Panels shat be precut to cover the glazed openings p 9 3 ON CENTER AT EDGE 2 x ACO Treated Nailer Boa'd i on the plans or NOT. with attachment hardware provided in the tah!e below. in the field. " Strap back of t t AND 6 ON CENTER one size large than joist) post to Header " \_ 14. Double joists under parallel partitions and under whirlpool tubs. Label all panels and store in a clean dry area of the house. ! IN FEILD. La �+ r•; p` „• Simpson BCS Post Cap 3. Written Dimensions take precedence over scaled dimensions Double around" c,.Onings in floor and roof framing. Attachements shall be provided in accordance with the table I _ �, g Bolter., to framing wrt. wit), Typcial Galy. „ 1'2" diameter HOT DIPPED Strap 3-8d Nails �� or Equal at each post r as follows. 2 -PHD5 HOLDOWNS r '":' r galvanized bolts at 24" o.c. in each End " 4. The contractor prior to the start of corMstuction shad verify all 15. Metal flashing shall be installed were concrete abuts wood, i_. - ,1 HOLDOVI NS BEYOND 4x4 POST dimensions, existing or new and be responsible for field fit. and were deer s abut house framing B. Fastener Schedule for wood plywood panels PROVIDE ON EACH SIDE staggered. Nail each joist to Nailer with HOT DIPPED SEE Foundation Plan OPENINGS AND 5. All Electrical, Mechanical and Plumbing shall conform to the 2007 NY State. 16' Install joist hangers at all fush structural load beano conditions TABLE 1609.1.4 CONCRETE FOUNDATION GALV. Joists Hangers Local and County Codes and shall be inspected and approved by the governing 9 g AT GARAGE CORNERS at each Joest. TYPICAL STRAPPING FOR agencies. The General Contractor shall he reponsible for all installation, 17. ALL habitable rooms shall be provided with aggregate glazing area WITH 14 SDS 1/4"X3" Wood Screws DECK CONSTRUCTION P Fastener Panel Span Panel Span PanelSpan an Simpson Galvanized materials, design and code compliance. of not less 8 percent of the floor area of that room, and the minimum P P p Simpson STSB 16 Anchor BOIL. post to Concrete Type Less than or less than or less than or L�ETP,iL FOR STRAPPING PURPOSES oNL'r. REFER TG openable area to the outdoors shall be 4 percent of the f:oor area being yp PLANS FOR ACTuaL CONSTRUCTION MATERIALS AND D!t.I:NSIONS connector ABU44 6. The Plumbing system shall be installed in accordance with the 2007 ventilated. Refer to Code section R303. equal to 4 feet equal to 6 feet egaut to 8' or equal Residential Code of Newyork. WALL BRACING PANEL WALL BRACING PANEL 18. All window and door headers to be 2-2x10 unless noted otherwise. 2-1/2" #6 Wood 16 Inches 12 inches 9 inches INSIDE VIEW OUTSIDE VIEW 7. The Electrical equipment and wiring Ghali be installed in accordance Screw or 10d on center on center on center with the 2007 Residential Code of New York State. 19. Vent dryers to exterior and bathrooms shall have mechanical ventilation Nails where no window is provided on a separate switch. WALL BRACING PANEL DETAILS REQUIRED BETWEEN 8. The mechanical system shall be installed in accordance with the Typcial Nailer 2-1/2" #8 Wood 16 inches 16 inches 12 inches GARAGE DOOR OPENINGS AND AT EACH CORNERS 2x6 ledger nailed to -�°''-- ' 2007 Residential Code of new York State. 20. Guardrails are required where the difference in GRADE is more than - g 2x Nailer with 1/2 lag bolts �a Screws on center on center on center OF THE GARAGE_ NTS framing and Toe nail : 30 inches and openings in guardrails shall he less than 4 in apart. g at �4 on Center. 9. All New Footings shall bear on Virgin, undisturbed soil with a minimum Handrails are !equried on stairs with 4 or more risers. (R311.5.6) Ceiling Joists with 3-8d Simpson LPT4 connector to .� •' bearing capacity of 1000 pounds per square Foot. All Existing footings shall be This table is based on a maximum wind speed (3-second gust) nails 36"below grade Minimum. It shall be the responsibility of the general 21. Smoke Al,nr-ms. Shall be provided in each sleeping Room, outside of of a 130 miles per hour and a 33 foot mean roof height. Ea+Ch Rafter. CEILING OR FLOOR JOIST •�•_-- contractor to verify the depth of all er�isting footings disturbed by construction, each separate' sleeping area in the immediate vicinity of the bedroom DIRECTION r and on each story of the dwelling, including basement and cellars. Alarms Fasteners shall be installed at opposing ends of the wood Teco at each rafters ( j 10. Poured in Place concrete shall be air entrained; 5 < 706 total air shall be interconnected and hard-wired to a commercial source. structural panels. fill all nail holes V✓ith _ content by volume and have an ultimate compressive strength at WHENEVER an alteration, addition, or conversion is made to an Existing 8-d nails as per (� 28 days of 3000 psi. Except exposed slabs, garage slabs and steps Residence. the smoke detection system of the ENTIRE residence must be Where screws are attached to masonry or stucco, they shall ma n ails a per shall be 3500 psi. All work shall be tin accordance with the 2007 Residential Code brought up to code. hard-wired and interconnected. Code section R317 be attached utilizing vibration resistant anchors having s ENDWALL-t- , of New York State. All Concrete shaill conform to the latest ACI standards. minimum ultimate withdraw capacity of 490 pounds. Simpson Hollow Column Uplift 22. Carbon Mono)ide Alarms- All CO alarms shall be connected to the light ng � Connection 112" threaded 11. Base design value for visually graded dimensional lumber: Joists, studs circuit with no interveningwall switch. Battery-powered alarms are not allowed. .(-A _ _ ENDWALL �..,, Rafters and All Framinglumber shall be DOUG-Fir#2 or Netter, !; �_ Rods and coupler nut through CO alarms are required on each level on which sleeping quarters are located DESIGN LOAD INFORM ATION Floor and Ceiling JOISTS z column. Attach rod through to E=1.6, Fb = 875 psi, Fv= 95psi, Fc = 1300 psi Provide one Detector in the Basement and one on the First Floor, A. Ground Snow Load: 20 psf top of Header with STU-112 �� repetitive member shall be: 2x8 =1208 psi, 2x10 = 1107psi BLOCKING Bearin Plate. Secure rod ALL EXTERIOR LUMBER Shall be ACO requiring the following- , B. Rooms other than sleeping: LL = 40psf, DL = 1 Opsf g q 9 9- 23. All Engineers:-. Wood Products such as 'Trus Joists. Mico-Lam, etc" steal be TYPICAL �i into concrete slaty aminimum --• •• • --- a.) All Fasteners shall be HOT DIPPED GALVANIZED ASTM A 153 class D installer ' n accordance v✓ith the manufacturers latest instal!atlon details, C. Sleeping Rooms: LL = 30psf, DL = 10psf „ OR STAINLESS STEEL. D. Roof, n AT 48 OC __�_ of�-1/2" Framir -,ectors, Aillowable Hole diagrams, specifications, etc. o Ceiling load: LL = 20 psf. DL = 10 psf 2-BAYS IN '• •�' --••- •-• �• ••' dW- b.) Use Copper flashing Only against ACID Lumber Sill Plates "Micro-) a! :ensign Stresses: E = 1.9 x 10 , Fb = 2.600 psi, Fv = 285 psi E. Roof with cathedral Ceiling: LL = 20psf, DL = 1.5 psf c.) All Structural connectors i e. Simpson strong-Tie or USP. etc F. Decks & Exterior Balconies: LL = 60psf. DL - 1!0 sf BLOCKING at 48" on center sha!I be Hot-Dipped Galvanized or Stainless Steel. p - p •e Structural Hollow d.)ACO Above Ground (.25), ACQ .Ground Contact (.40) G. Guardrails and Handrails: LL = 200psf END WALL BLOCKING DETAIL SECTION A - A Column � 'e H. Guardrail balusters and panel fillers: LL = 50pf FOR FLOOR AND CEILING BRACING ROOF SHEATHING ATTACHMENT REQUIREMENTS I. Attic without Storage: LL = 10psf, DL = 10psf Nlmi il�t Schedule forLateral and Shear Provide at Ceiling and Floor Joists N.T.S. d concrete stoop BASED ON TABLE 3.8 OF THE 1995 WFCM HIGH WIND ADDITION J. Attic with storage: LL = 20psf, DL = 10psf that run parallel with Gable End Walls see foundation plan • K. Stairs; 40psf 2 Gcn�eCsOn re���rerenta Maximum Nail spacing for 8d Deformed nails TYPICAL STRAPPING FOR PORCH/DECK CONSTRUCTION D- BASED ON TABLE 3.1, 3.3A, 3.4, 3.7 OF THE WFCM 1995 HIGH WIND ADDITION Refer to NYS code R301.5 for all Live Load foot notes DETAIL FOR STRAPPING PURrCISES ONLY, REFER TO = FASTEST MILE WIND (^FED @ 100, (MPH) Fastest Mile Wlnd Speed @ 100 (MPH) PHD5 HOLDOWN PLAN�>FOR ACTUAL CONSTRUCTION r.1ATERIALS AND DIMENSIONS. 0- p -gyp PHD5 HOLDOWN 2 O - .^ __ ENIERGY NOTES " /'�- U) '� 5/8 THREADED O N'UMFER OF 'QA( PA.''. G 5/8" THREADED _ 0 DESCRIPTION ( SHEATHING LOCATION Spacing At panel At intermediate 1. The Architect certifies that to the Nest of his kno vledcr' ROD ROD. IMBED 7" Q �N- COMMON NAILS �_., (SEE NOTE A) edges edges belief and professional judgement, the drawings are in (compliance a MIN. INTO W with the RES-CHECK report for the 2007 New York State Energy CNN COUPLER _._ CORNER STUD PHD51.3/ " PHD5 W r W P'-Uf=FRAWNG INTERIOR ZONE 12" o.c. 6" 12" NUTS _ CONCRETE CONNECTED TO _HOEDOWN HOLDOWNS F-- Q_ ' 16" o.c 6" 12" Conservation Construction Code. --- FLR JOIST (n U) RAFTER TO TOP "LATE(TOE NAILED) 3-8D EACH RA;-TER TRANSFER SHEAR 2. All HVAC systems shall meet the NYS Energy Code. It shall SIF" THREADED- LOAD -3/8" M4 O Z 0 0 PERIMETER EDGE ZONE 12" o.c. 4" 6" ROD, IMBED 7" � CEILING JOISTS TO TOP PLATE(TOE NAILED) 3-8D EACH JOIE be the responsibility of the General contractor to submitt _ 16" o.c. 4" 6" m detail the design, calculations, drawings of the mech,mnical, MIN. INTO CONCRETE_' conic Slab g 2-16d NAILS @ 6" 0.C. BUILDING 2'-0" MIN W ~ CEILING JOISTS TC PARALLEL RAFTERS(i-ACE tVIALED) 5-161) EACH LAP air conditioning, ventilation. heating systems stamped Uy a 0 �j CORNER CEILING JOISTS LAP OVER PARTITIONS(FACE NiAILE�) 5.1 BD EACH LAP Fasteners for asphalt shingles shall be galvanized or stainless steel, professional engineer if required by the Owner or Building Dept. �-- W --, W aluminum or copper roofing nails, minimum 12 gage shank with a TYPICAL PHD5 HOLDOWN 0 Z 5 COLLAR TIES TO EACH RAFTER (FACE NAILED) 4-8D EACH TIE minimum 3)8" inch diameter head. the fasteners shall penetrate 3. All glass to be double pane, insulated with a LO`✓V-E Coating TYPICAL CORNER PHD5 SECTION DETAIL Z p TYPICAL CORNER HOLD-DOWN TYPICAL HOLD-DOWN PLAN W Z 0 through the roof sheathting and comply with ASTM F 1667 and shall have a U factor of not greater than .35 CLDCWN SECTION DETAIL a) GARAGE WALLS_ J J 0 7 BLOCKING TO RAFTER (TOE NAILED) 3 8D EACH END N.T.S. PLAN DETAIL DETAIL BETWEEN GARAGE U All asphalt shingles shall have self-seal strips or be interlocking, 4. Al: exterior doors, including the basement door shall be insulated N.T.S. N.T.S. DOOR OPENINGS N.T.S. 0 � F- Q UJ RIM BOARD TO RAFTER (END NAILED) 2-1 SD EACH END and comply with ASTM D 225 or ASTM D 3462 with a maximum U factor of .4 and have weatherstripping H-2 req'd W W LL- W � Exterior fire rated doors shall have the same U factor and @rafter's PHD5 _ _J (n RAFTERS TO RIDGE,VALLEY OR HIP(TOE NAILED) 4-16D EACH RAFTER weatherstripping and shall be self-closing. HOEDOWNS U W _J For normal applications, asphalt shingles shall be secured to roof 2- 16D NAILS a 16" oc r Q RAFTERS TO RIDGE,VALLEY OR HIP(FACE NAILED) 3-15D EACH RAFTER with not less than six fasteners per strip. � � � 1-3/ to 0 D. C"7 LL I WALL FRAMING Simpson PHD5 UPS RT10 ANCHOR with Simpson at each Rafter. With CORNER STUD--' ICE PROTECTION SDS 1/4x3 x 14 I � � (6} 8d x 1-112" nails in Rafter CONNECTED TO An ice barrier that consist of at least two layers of underlayment „ TOP PLATE TO TOP PLATE(FACE NAILED) 2-16D NOTE 1 PER FOOT ,j wood screws (8) 8d x 1-1/2_ nails in plate TRANSFER SHEAR cemented together or of a self-adhering polymer modified N , „ TOP PLATE AT INTERSECTIONS(FACE NAILED) 4-16D JOIST-EACH SIDE bitmumen sheet. Ice protection shall extend from the eave's `- ;�, a' ,! / fill all holes. (6) 8d x 1-1/2" nails in Stud LOAD � 'I p � � STUD TO STUD(FACE NAILED) 2-16D 24� ON CENTER edge to a point at least 24 inches inside the exterior wall line %'.'INDGv:'HDR' x ?_0 Gage Meta! Coil -of the building. Threaded Rod with Nuts TYPICAL HOLD-(DOWN PLAN Scrap with (5) -8d common nails DETAIL P GARAGE HEADER TO HEADER(FACE NAILED) 16D 1F"G.C. ALONG EDGES � cv � � Fin err Ti ht lus 1/2 turn o NOTE A: For roof and wall sheathing within 4-feet of the perimeter j / g g p i'n each end. catch jack studs o W TOP AND BOTTOM PLATE TO STUD 2-161) EACH STUD with a wrench and window or door Header. DOOR CORNERS �, J edge of the roof, include on each side of the roof peak, �, }� N.T.S. BOTTOM PLATE TO FLOOR JOISTS OR BAND JOISTS 2-16D NOTE 1 PER FOOT the 4-foot perimeter edge zone attachment requirements �;1-114" x 20 Gage Metal Coil Typical each side and ALL u shall be used. Strap with (5)-8d common nails a windows and doors. p DOUBLE TOP PLATE MINIMUM 48 INCHES OFFSET P,-16D OF END JOISTS,FACE NAILED IN LAPPED AREA in each end. catch jack studs Typcial floor system ,` CUT H WALL SHEATHING ATTACHMENT REQUIREMENTS and window or door Header. I� � LENGTH Q o CONTINUOUS HEADER TO STUD(TOE NAILED) 4-PD BASED ON TABLE 3.9 OF THE 1995 WFCM HIGH ADDITION Typical each side and ALL 12" Min u_ z windows and doors. RAFTER-TO-STUD CONNECTOR & 17�I Maximum Nail spacing for 8d common nails JACK STUDS TO HEADER TIE TYPICAL TIE DOWN AT SECOND FLOOR CONTINUOUS HEADER TO STUD(TWO PIECES) 16d 16" o.c. along each edge -- -✓ Fastest Mile Wlnd Speed 100 MPH TYPCIAIL ELEVATION_ nts N.T.S. ; CLEAR BUILT UP CORNER STUDS 16d 24' ON CENTER p @ (MPH) WALL TO HEADER STRAPPING �' CZ BUILT LIP GIRDERS AND BEAMS, 16d � nts NOTE; 8d COMMON NAILS ARE 2-INCH LUMBER LAYERS ** SHEATHING LOCATION Spacing At panel At intermediate i (SEE NOTE A) edges edges 2_'� �Zi� LONG --------Use 1-1/4" Metal 0 NAIL EACH LAYER AT 23-INCHES ON CENTER AT TOP �" Coiil Strap 20 Gage with 0 „ AND BOTTOM AND STAGGER NAILS 2-NAILS AT EACH i INTERIOR ZONE 12 o.c. 6" 12" 12 Min (5) 8d common nails END AND AT EACH SPLICE 16" O.C. 6" 12" +' ;i in EACH END at 9 FLOOR FRAMING ! 4-FOOT EDGE ZONE 12" o.c. 6" 6" L 1-1/4" x 20 gage G-185 EAICH Stud. U) i UJ 16" o.c. 6" 6" - Nail to back of each Stud Galvanized Strap `-_ with (5)-8d common nails JOISTS TO SILL,TOP PLATE TO GIRDER(TOE NAILED) 4-8D EACH JOIST NOTE A: �-� at each stud. wrap under sill WALL TO WALL STRAP P g 1/2 CDX plywood ^ ;r t • • and nail to back of each sill. °- For roof and wall sheathingwithin 4-feet of the perimeter edge of ,he roof, p Y >- BRIDGING TO JOISTS (TOE NAILED) 2-8D EACH END include on each side of the roof peak, the 4-foot perimeter edge zone Panel, Attached to .:. Strapmay be attached OVER En Z I attachment requirements shall be used. ! Frame in accordance =''' jilt;' y LOCK SOLID Attach to Rafters with •- PLOCKING TO JOISTS (TOE NAILED) 2-PD EACH END + ='iii • •• 1 the plywood OR direct) to - I aD � with Table 1609.1.4 i(!;I p Y Y _ i ETWEEN JOISTS 1-1/4" galv. x 20 gage ' �"' `L > M BLOCKING TO SILL OR TOP PLATE (TOE NAILED) 3-16D EACH BLOCK FLOOR SHEATHING ATTACHMENT REQUIREMENTS ''' . 4... Studs. � � coil strap with (5) 8d common �.� � a � M Co BASED ON TAB 1 N I cv I o LE 3.12 OF THE 1995 WFCM HIGH WIND ADDITION j _ �� nails in each end at each rafter. LEDGER TO STRIP BEAM(FACE NAILED) 3-16D EACH JOIST r- __ ,+ e0 N shall be attached with a minimum of 8d common nails FOUNDATION-SILL- TIED _ 1 + JO!ST ON LEDGER TO BEAM (END NAILED) 3-80 EACH JOIST spaced at a minimum of 6-inches on center on ,� STRAPPING ' U M BAND JOIST TO JOIST(END NAILED) 3-18D EACH JOIST panel edges and 12-inches on center in panel field. WINDOW UNIT S Applies to Garage Wall and ra strap under Wrap Under BAND JOIST TO SILL OR TOP PLATE(TOE NAILED) 2-11 NOTE 1 PER FOOT u\ I - Slab on Grade Construction p J p ( ,� _ . CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA -� sill and Nail to a. each ��� ��G'� i - - NOTE; ALL STRAPPING SHALL !;;ii_;�_3.• back of Sill Floor Joist L f J. y✓�, � ce^otic LI s F. --_�NIS- =e^ST TER, T= -1114-=; C=_ sal _Com Jaz:�c BEAR MIN. 12" ON STUD OR -ki( „� ccc� CE J LN= Z-175 S14 n� Y �l' F `� ' L NOTE 1; NAILING REQUIREMENTS ARE BASED ON WALL PLYWOOD STORM PANEL RAFTER FACE TYPICAL SIMPSON H2.5 at SHEATHTING NAILED 6" ON-CENTER AT PANEL EDGES. EV TER DETAIL each cantilevered 1 STRAPPING IN CONTACT WITH CONCRETE OR MASONRY CEILING SHEATHING ATTACHPVENT REQUIREMENTS FOUNDATION-SILL-STUD joist. �J Refer to General Note #24.b for Panel SHALL BE HOT DIPPED GALVANIXED AFTER FABRICATION FLOOR FRAMING STRAPPING J? o =3�=Es .,e` rrC STRAPPING ! �?° bo ®1�p� fastener re uirementS. OR GALVANIZED STEEL COATED WITH A MINIMUM OF AT CANTILEVER 5d cooler nails spaced 7"on edge and 10" in field q , RAFTER TO RIDGE I 1.8 OZ. OF ZINC PER SQUARE FOOT OF STEEL, DETERhJNED TYPICAL EXTERIOR WALLS OF TABLE R301.2(1) NEW YORK STATE CODE BY USING THE ASTM A 90 TRIPLE SPOT TEST. FLOOR JOISTSw,y f ire. Will. 1.111 t I to P,11 PRIR , i I O R�dGA ven: R'd�e ✓en: ASS'—ALT SH NSLES fes. �q R aGe ✓en. AS�-ALT SH'NCzLES C�y iryl Sid rq a i I �', I � � � � j f I I' I I�,'II I Ili'Ij i i. - ..-' E -'I •i i .� I It i I i I I i -- Ui Ui .,I ILLJOWN MT MPITM�z VIE ► ' i I _ _ T'T _. __ M _ � . .. _. _ .. .."Pow. . . i t I I i I I I I I ;Jcoc gt�Gg a-d iandiee I O I RIGHT ELEVATION to made, h. ro-all and cX1 I I - REAR ELEVATION li , �t I I I I u L u L CL I I I I I I II SCALE: 3/16 = 1 -O I I I I `' " 0 SGALE: 3/16 - 1 -O _ °' t 4=j- - - - -1' - - - - - - - - - - - - - - - - - Z - - - - - -IL S 4' — 4 Q n Uc r m 2 T Chi�ne�s sna emend hirer tn=, ani, co-ticn of a o.',alra_ w tn'r IC "e^_t n t shell rct Ge less tn:an 'et-t above, th" h!Ghest poim yhere tnF en r-e, Lasses tr CUGh the 'GGf (� C01.6,1 O R"oGe ✓en: _ iv �1AS0\R` Race Vert R der /en: '`1A50\R`r ASS'-SALT SH'NSLES CH NNE" R dgs ✓e--nt AS.r�..A�,` SH'�1sLES R' RAKE BUNG F,A5t4 NS 0Y=RF-4Ns R:dGe 'Ver: '' ate• O -" v'nu! vented ASS-ALT SH'N!SLES vfe�! Stdiro ----- - - (y- 7 79 I 7_ ISt 5H NnLES — _— N (Y Yiryl Sidtrca —z —:� — --- i ; E -_ I A-=i =� ,,1 , -:3 % .I I.Il iJi.Ik'�I J� •61u jlj.,}I ; I I I' I �K7,1 ;j t,Il I ill ' I'I 'pi•1 ?.J lel•,�.��IJIfI �,�� a; I I;I }' ,� �' i — - - — _ - - - lIl i 1 , { I i, it ; „ �,� � 1 �i i� i ;i1 I I�j i (' II ;I''I I �� � I �HS , { t , i ► ��Ii I � ISI _. 1 .1�. ._ .,�. :�[�� ,�I�I. ��.,I ,�i•- ll_ � r -�► I _�1 �1 ' ----- - �--- — — ------- _ --- cis �- C,..... . .._.._. R. o ► �aN fir grZ�. 'f ,r.ra �,.e II' iI I I `3�&'stHa(cr.h. r,e'!`na to Code V >L LO ELEVATION FRONT ELEVATION < c �SGALE: 3/16" -011 co 3/16I 1 -Oa - cno _ I i _ _ _ _ I 1 _ _ _ _ _ I i _ L.J ;� CN - -��- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �� ----- -- - - C� - - - - - - - - - - - - - - - - - - - - - - - I- - - - -' - ' - - - - L - - - - - - -' - -' - - - - -' - -' - - - - - '- - '- - �� - - - �A,✓'' _ - r O � LO�I S t ty�� IN -���• oto'`° per' ,. SIMPSON PHD5 FLOOR TO FLOOR ------ A STAIR HANDRAIL NOTE: TIE ANCHORS WITH 51'-4" WINDOWS, EXTERIOR FRENCH & SLIDING DRS 14 SDS 1/4 x 3" Provide Handrail on at least one side These Plans indicate ANDERSEN series 400 WOOD SCREWS-SEE Moto temp temp glass of each stairwayInterioir and exterior DETAIL ON DWG -1 Model Numbers. Provide LOW-E glass TW3046-2 TW2032 TW3046-2 acc .ss TW3042-2 with TWO OR MORE RISERS, Handrail with a minimum design pressure rating r - - - - - — -r — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - 7 Height measured above of DP 30. 2-2x12 „ 2-2x12 34 inches and not more than 38inches. See page one, general notes for additional 2 -1 2-2x12 Closet I All Handrails shall be continuous the full ---'� _ - code requirements. l f _ " o � I len ht of the stair from a point direct) 12 -1 � _ 12 -1 112 6 -2 9 -0 9 p Y -- ' 1 _ o � - I above the top riser of a flight to a point,,,, 3 1/2 Zo o � c' 3 1/2" ° 0 1/2" 3 1/2 5 112 directly above the lowest riser of the fight. Electrical Note: �o ~ @' @) : _ I Handrails shall not be less than 1-1/2 inches - -- - - --- ---- - " '"' I I n '�; @) `� @) ,,Full �; ' between the wall and the handrail All electrical equipment and wiring I Bedroom_#2 4� r�own,' ; (1 , r ;stair ' ; shall be installed 21-111 smoke alarm c in accordance with ,,.�.., • - - I KNEE I o o .� o - ; I Chapters 33-42 of the Residential WALLS I Bedroom 4 _ - �h U U , GUARD RAIL NOTE: Code of New York. smoke alarm N cD t o I cX X - - - '`- I I Porches. balconies or raised floor ` • -- 2'-6" 2'- -- '_ " ' I surfaces located more than 30 inches _ _ 6 2 4 �T_ „ — -� 2 -4 '� N - above the floor or grade below shall 2141 - ; T have a railing not more than 36 inches I o I I co I �D HALL -1 ; 1 co high. Railings shall have Top rails and LIJ !, o Unfinished Attic I N I co smoke alarm RAILING 2X12 RIDGE � I N � Balusters and Bottom rails that are � �,,,, U I , - - - - - - - - - - Z,-6„- - - - - - - - - - - - - - - - - - - - - - - -+- - - - - - - - I - NO MORE THAN4INCHESAPART. ''"" .. @� - CO Storage Only --kt , I � c� EXCEPT: the traingular openings formed IBedroomI by the riser, tread and bottom rail of the #3 DO W N 1 Co 43- cr o I Guard rail at the open side of a stairway O - - c- - - -j sm ke alarm _� o are premitted to be of such a size that a � M ( X U U L _ 2-2x12 _ — - — - I i Bedroom #1 @eDi 0 co _ I 6 inch sphere cannot pass through. -- -- - -- - - -- X ' ' smoke alarm I L �, I ,� 0 �' N I o ”' VAULTED CEILING ; �- ° a) o0 1 20 -5 I 10 8 1/� _ _ 1,2 0 x r- � N tY.- KNEE , tr I 3 112" ��� WALLS t- a� o CWD I \, I I L @ o OPEN TO TO SUPPORT �' I with sbr brick venONRY eer REPLACE ) a) BELOW I REVERSE GABL� cv �, 1 Intalled in accordance with chapter 10 sections R1001, R1003. R100S I � � ( �� I � � � 9'-9 112„ . ABOVE 13, 4„ I � p KNEE ,`L ' x , KNEE 1 �, o o r I WALLS �y� `�' I ( WALLS v. U U 3 1 " N Provide all necessary clearances from 2 x 8 Raf r a t I V co X .�2 x$.R. ffPr��. 16" \ I wood framing-refer to chapter 10 V N N 2x6 Clg Jsts @ 16"oc of NYS Code for details. Chimney and I 2;x6 Clg Jsts ,16"oc I I 2-2x12 2x4 C.T. @I 16" oc 2.2x12 ; I vents in accordance with chapter 18. ' 2x4 C.T @ 46 oc -I -- - -- -- - -- - - -- - i I — — — — — — — — —�— — ' — — — — — — — TW3046-2 TW3046-2 / CTN30-2 TW3046:2 Wood deck with / I -------------- ----- -T-9 - 36" high vrood rail - L ro 112" 11'-8 114" �, 11'-10 114" 6'-11 1/2" and steps to grade 58,_0„ z a 37'-3 1/2" 10 Vent Clothes Dryer - 7 -0 112 a n. o '-------- A in accordance with Framer to verify centerline of window ----�- y y Code Section PA 1501 over sink with kitchen layout plan -t/'tC6©611L 4 0 w v - - - - - - - - - - - - I- - - - - - - - - - - provided by Owner or builder. ----- -- ------ �` N �c Chapter 15 - Clothes �b� _ ---_ ----� r r , TW3046 dryers Exhaust '� �� a PROVIDE PHD5 HOLDWONS 2( D:FLOODR_PLA 8' CEILING HT ,� v TW3046 TW2032 TW30210 ., 6' TW3046-2 a ON EACH END OF OPENINGS - ii _ ii __ 3-1/2 x 11-7/8 LVL Flush 5CAL E 114 1 -O - -- _ _--_ ________ . _ __-______�______ _ -- _ � -L Ir CT 6'-0" OR GREATER. -- - -----_-�_-- ___-- _. " PHD-5 W/ SDS 14-1/4X3 WOOD LIVING AREA 1160 SF °° w SCREWS BETWEEN WINDOW � OPENINGS ON FIRST FLOOR UNFIN AREA; 450 SF , ,! = -= � c SECURE TO DBLE 11'-5" = 5'-0" 6'-0" p ` JACK STUDS KITCHEN >I = ; ' �, 13'-2" N 5 1/2 ' fan 3 1/2" 5 1/2' STUDY _ _j it 10 VENT TNRU co - m k )arm I . > ' I C) s o e a � 2,_6„ 2�-0" � c- ` J D E N RooF o rz -- 2'-4•, N cc : „ o � L splay riser "r 4'-0 112 2" --_ cv N M ���\ 3'-2 1/2" in clg as ( _" FLUSH _ 2 I �� re d - `� 3-112" x 9-1/2" LVL -` -- 2-2x1'0 q - ' - - FLUSH e Pantry - - ,-TJI - "-F r i s " - y J 234 9,5 IQ9 JQt �6� � 2-2x10 �—j TUB/ Post LVL co Uj LAV WC W'- LAV STALL UJ�IRL _-_--'--- _ 2-2x 0 o _ AC Duct N = drop cv °0 No O6HOWErz French 5 1/2 Q - „ _ z R SPOWER POOL ----------------- i i N Cn U? m .J ` ; , '/ Hour fire rated ',%'(�, ; ; ' M 5,-O" �+ ❑ z 2ND FLOOR ,I-1/2" L;--A co w � door assembly with I ; ', cv 6i cwn �` �- y - 21_1 „ N D N c .� �n Q N ; ; self-closure, w/s and ,� cc r' ' -" `� w YBit co co 1 J ; insulated. ❑ cc _ � �i � rz n „ , xCn 3 3 - N DIMING -- ---- 2 ----- ------- -- _ 2 GARAGE "' N ; ; insulate all ROOM � �` , ------ -C0 61-611 to - -- ----__ - �, _ J 3 112 ` , , walls common `� _ I Closed�`____�- In accordance with Code Section R309. �_ ' ' "' ' Stair End -�L?30-9.5"-Floor J n 16" c � ' 3Install one layer of 5!8" Type-X gypsum o _____--"----"-- with living area =Er o� I w/ Rail'g -------- Install DW WC LAV wall board on garage side and one layer -1 , , x N of 1/2" Type-X gypsum wall bd installed ;------------------ ' ' 20'-5" - 13'-0" 9'-9 1/2" �7P- -- k3 1/2 13'-4" on the opposite side. All work shall be _j 3 112" E- 3 112" �n T o ( s FIRST FLOOR w I in accordance with section 702.3. I ; ; ; M ? x Garage ceilings shall have one layer of Z j T230-9,511_ 6'-6" f�� N 6'-8" ij f-- }. 5/8" Type-X installed in accordance a r �� �����-� '� j I N U N z N , , 2,2x12 _-2x12 I; 2-2x12 2 with the requirements of section 805.1 I _ _ ' u 00 X ' ' ..�� CO Go _ r ------ - — '— t �. Q) 00 Q , i i _ Q1 ' �� I t d I I - O CONNECT TO A NEW LINT - `/ ----------------- , , t �" , :o CV SUFFOLK COUNT) DEPT, ' ' o < a - x1 to c0 OF � LTN AP -ROPED _ _,. PLUMBING-� R15ER DIACzRA>ri TW3046 TW3046 2x4 To R SANITARY SYSTEM, 6 nom. _ � ,�^~ _-__ 1 ST FLOOR PLAN turned _ _ p II V Not to Scale - --- - - 9' CEILING HT posts @ oc / ii � ii 2x2 Balust rs c 4" I ���''�,� @) Smoke Detector and SGAL.E= 114 �' 1 -a _ - - ---- 2x4 Bottom rail 6 -0 11 -0 _ _ 4x4 Posts ax 5'0" oc. � Oco Carbon Monoxide Detector LIVING AREA; 1387 SF _ 6 0 4 6 11 8 1/4 11 -10 114 6 -11 1/ , � A Refer to general notes #21 „ and 422. GARAGE AREA; 499 SF � ,�. 58'-0" N Ridge beam TYPICAL ROOF CONSTRUICTION CONCRETE E FOl.kl`DA 1101' CONCRETE FOUNDATION inigles INSULATION SCHEDULE Continuou., Ride Vent wlithss xfast fassphalt teners per ��� `_ L` _---- - - -- ----_------- --- ---------- Flat Ceiling.........................................R-38 p E FROOFiNG DAMPFROOFiNG Vaulted Ceiling..................................R-30 Ice & Water Shield. Floor unheated space) .................P.-19 15 Lb Underlayment Felt,. / Floor(outside air) ..............................R19 Framing As per plans with 1/2" exterior CODS SECTION �-�O�J Damp-proof wall from top of footing Exterior Walls 2x6...............................R-19 grade plywood Sheathing, Nailing to IN AREAS WHERE A HIG-1-4 LJATER T,4;---,LE OR SEVERE e finished grade, using a � � >= to th Exterior Walls 2x4...............................R-13 12 framing in accordance wiith the c-OIL-WATER CONDITIONS ARE KN0'JJN TO EXI ', bitumirous eoatino, 3 Pounds per All Glazing...........................................0=.35 12 fastener schedule and uplift Strapping u, e Keir ,n g PROVIDE WATERPROOF MEMBRANE EXTENDED Sqa Ya"d cf Acrylic Modified e t, Doors less than 50% glazing...............0=.40 � Ice and Water Shield consisting of details on Drawing -1. _ �. b Doors-greater than 50% glazing.........U=.35 9 11 FO�,, i H_ TOP OF THE FOOTIN.S TO THE FINISHOr anv other Gode approved Material, Ep , 2x� s m 16 oc 2-layers of underlayment cemented R TYPCIAL SOFFIT CONSTPtUCTION. r,r= MEi''BBANE 61,441_1_ CONSIST of THE 1=01�T�iD�4Tl0�1 INTERIOR WALL FINISH together or of a self-adh®rind 8" overhangs-typical DRAINAGE. Provide 1/2" Gypsum Wall Board on celings polymer modified bitumen Sheet, 6" Wood fascia & 6" V'lco)d rake boards. FOLLOWINr and walls except basement walls and unless hall extend fro ,�he eave's edcjs Full Frieze Boards and cower all fascia's 2-PLY HOT-MOPPED FELTS, 55 POUND ROLL ROOFINS, code' ssction f ,x.405 m noted. Moisture Resistant Wall Board in Batt insulat in Alum. 64MIL POLYVINYL CH! -ORIDE, &-MIL POLYETHYLENE, Bathrooms and Fire Rated wall Board to a point at least 24 inches inside. Vented Vinyl Soffits D, S When spaces below the finished grade the EXTERIOR wall line of the E-ulldin OR �D MIL POLYMER-MOI..,FIED A,,PHA�T, THE JOINT., a'^e to be enclosed with habita'Ole or ..••-+ located as per code and drawings. g r�E _5 F" _E TYPICAL EXTERIOR WALL IN w�E ME ~BRA>�E .NAL BE LA, F'1=D AND SCALED us?ale peaces, drainaa shall be rcvided 2 x 4 Doug-Fir Wood StUds (c 16" on center. WIT!-4 AN ADHESIVE GOi"i�ATIBLE W'TH T!-E V' es p in accorda►ice 8 with code section 405, -;-°- Double top Plate and Single Sole Plate. WATERPROO=INS MEMBRANE, SEE CODE SECTION W Exterior Grade 1/2" Plywood Sheathing-see Drains around the footings shall consist a d _ R/406.2 FOF2 EXCEPTION „ �� Batt it ula.ton �X Lecher Bd, with fastener schedule on drav'in 1 t vee House E •---R-13 Batt ,1 ,drawing-1, of 4 perforated pipe. the top of open f - 1/2 Lag Bolt e 32 oG Wrap or equal. Vinyl or V'.00d Siding. joints shall be covered with strips of (,� { I Insulation . - — bolted to Pre-Oreuplift Strapping installed in accordance with O WFCM 1995 manual and details on drawn 1. building paper, and shall be laced on ^-� �, ! .i _ g- Mechan I ca I Systeme g p p p ,,,� J4 =0 �;, ; i t ; i eco each Joist to ------ -- --- - - -- a minimum of 2 inches of washed Gravel or Q BATH { — Ledper TYPCIAL FLOOR CONSTR.UCTION The Niechenica! S sten shall be . ' � 9 y crushed rock at least one. sieve size ___ F " r 12-24 of the Resrd�nce with Cha tern " e i ---- -- 3/4 Plywood Subfloor, Glued and Nailed in a IIEd in aseo p la, a�r than �he pipe o,nt and cove, ed 0 0 �E'.d ��� �1 , 2xC� Ra to s 16" OG accordance with the fastr_ner schedule. � h p j dnntial Code of New York -- Floor joists and Bridging as per NYS Code. with rot less than 6 inches of the eame V � ----------- ------------ 2x4 Gelling Joists 1F�" oc - ...... �"'"" s*" ke alarm material, TYPCIAL FOUNDATION CONSTRUCTION , 91 lil .,, �,. r Exception: A drainage system is not required T777All Concrete shall be Air-Entrained PICAL Dc.-< FOOTIN 3 8" 3000 si Poured concrete ^loll on 16" x fi' when the foundation is installed or, well-draired p 12 round concrete pouredier Provide Bridging -a Poured Concrete Wall Pointing. Exterior- p ground or sand/Gravel mixture soils, according 1 1. Damproofing. 2- 2x6 treRited Sill Plates, footings to wain soil, -ACQ � at 8 -O or center ` —tllrap Header into the Unified Soil Classification System, ,a- „ Sill Seal And Termite Shiield. post, GaIv Post anchor- • -•-• AMximum, - -- 5/4 Clear Fire Anchor bolts per Foundation Plan CoQdetails " Czroup I Soils, as detailed in Table 8405,1 In i p or d aw i ne-1 I:: Yin I Soffit on and Uplift Strapping per 'WFCM 1995 manual r " l The Nsw York State Residential Building Code, `'•* � !! Furyn strips and details on Drawing-1'., o strapping and up Ift LIVING V I NCS 1 a p 581 011 connectlOr,s, �.'.` .. DEN _ -�- I -- - - BOOM ,i 141-0%" �- j R-Ig Batt 5/3211 insulation - _ _- ! ----------- 2xro deck joist 6 ]roll o-, JtiOlUt} tuUU UUUJUi}GUUUdUl1i UUUIi UUUiJUUUUUO UbUODUJUUU�Ut1UUUUUUuUuUU�i1UUUu U btJU;FUUU UUIIUUUUU��JUUuU'UU uUUUU 2-2xh treated airde~--- ��• _ ,�_• i �_ • r- 14 1 L I Tup, Naller o, LVL GIRD - -- --- -- - -- , 'H , - ----------------------+ fBSMNT �, 24X,12 SLIDER e -----------=- =- v ° s� m 1 I v QI o --- -- - - e •--------------------------------------------------------------------------------------------------- v / ` • • - ------------------L------------------J. 4 concrete slab - -----------------------------------------------,-- --------- -- ------ ---------------------- U - -+---a--------------- ------------- - ' t'- Simpson PND Hold-downs Provide 5/8„ TY iE X. °• ; with 5/18” anchor and \p I 4 1 ' Fire Rated !supsum well 1 I X 1 u a o- " `4 I iQ 5G'S �i x 3" wood screws, I i i '1 m ° c, ' t+ Teco all joists to Hd , � � . � Q -' I Board above the ;furnace 1 1 � � � 9 m 1 I Provide at corse"s o{' para _ _' •o = , ► ' SEE anchor Posts to Hdr with Q g1- I n - I " �, 1 1 4 •� T SEE DWG-1 FOR 1 1 \ In � � �n as pe New Ycrk Mate Cods, STRA'PPINC DETAILS &ECTION '°' Simpson posthors, �j i i J 6i `-'' -n 1 1 •v - 1 a �,' 1 AFnc walls a+r�d doors and at Build n a} L cv I 1 - o I i corners- see Foundation Ian - -0 TYPICAL FOOTING/COL AND 1NAILINS BCH'=DS, I ii , �il 6esur posts to footing cv , , p I Q p ' I Q SCALE: 11.4 = 1 -0 with gals post anchors, _ �( ; , i and Drawing-I detafl sheet for m � 30 x 30 x I� 2" Thick, boured « ' v ► I Furness d�.tail,,, on Ti�. Downs I 0 I N Concrete footing � 3-1/2 - �n A 1 1 .o �. e� , Refer to Details on DWS-1 It r., , , } ; 1 1 1 1 and strappirg I \ I Diareter stee, column, �, I i ', lil 1 w 1 Y 71-�1 7'-411 I 1 I = 1 1 � 1 --------------------------------------- •-• ► 4 1 ` .L . • .� µ ' , � I { 5-1/2' x 11-7/8" LVL 1 1 p ' Continuous Ridge Vent ��•-------- ------------------------------------------ ------ 4 1 .--- -- .--- -- .--- -- -- -- ' 1 a .--- • 12 I 4 1 �-+�cantileyer closet , ° , --- 1 _' � _ 1 � ---- 1 _ - __-------_---_ 1 , 1 w/R-19 ir;sul and , -- T------ _-L_- __1_-__-___ L _ __J__- ___ __J_-_ _ _1___--__ _L__4-- ---------------- ----------------- _L i 1 - 4 ' - - - J Fire rated GWB I �, t 1 1 1 1 1 j j (� 12 -n I 1 I 1 1 1 1 0 1 `------ 1 1 underside 1 t -7/8 li 1 1 1 1 5-I/2 Y 11 LVL TYPICAL ANCHOR BOLT �9 t 1 I 2x4 Frage Around the 1 1 i 1 5/0" e 23" Or center- mirimumI i BASEMENT � Staircaa-_ From Floor 2x4's 16 oc embedrent of with 3 y 3" to Ceilln Treated ; 1 1 „ d Concrete I ' —J— ccl n ° Concrete Slab WITH = _ , g � " r 1 1 uj 1U square washer, Hold 12 off I ,,i „ p cn ;--- ' -- ----- N shoe ar'd sheet-Rock 1 0 ~ � carnes and hold 4 to 12 off I 1 &Xo 10/10 LLW on (o -, 1 ___, , � , 1 - = p Q (y 1 1 _:s_-_ 1 1 Z Typica! ' ' r' 1 1 Sand-!gavel mixture base. � I I * -� _ Inside t.lall Minimum, ATTIC each end of each sill plate, - ' t 0 ___-_�___ - 1 Qito ' ' ' - ' Q Attach ha i I f nos to wall, " --------____-- Roof Const, 1 I 1 1 0 , -1 1 1 Uto!ift strap connections at all t I u_ } .� _'�_s�'_.�. , � 1 1 Bearfna walls, See dwc4-1 ' ' - -I ____-�_ J I , t 1 X L /Lu-� 1 1 1 � 1 , N � � Handrail 1 1 T l-1 Z i i i ,• i �� N ► - per fRR314 _-- --- r � n o t n ) r i�lA fi Idlf1 n Topical = 11 ' I S1"'OKE a� I L - _-- 3 ", 1 e 1 N L - - . . ,�_lml-Q Rjl ern r.•1.�.,u ,l= 9STP Imo ,, F� G ' ' ® A ------ �► - w _ 20 O -38 , 0 tY a. Fascia Onst, _� i 1 1 . AL R1"' , 0 - - n (Y U UN XC4VA T EC7 k r\`� AbOve�NOsirg i i O IL c , �R-38 O t 1 E 4" p oured concrete slab - i , I ra I �------ Batt insulation 1 1 „ - 1 1 t- , r with rox(o 10/10 WWM, i 1� 1 1 N O = Wall Const, 3 1 1 granular fill, Pitch slab 1 1 m U+ 1 • v . 4 v . 'r I'4 I •v • / 0 ♦ •o • r V`V I •v • • 4 •e - ♦ ♦ 4 ♦ •' 1 1 1 �4 /ft to garage doors, 0____� • e _e e' .n -e a `��. _e _ .n -e s, _ .�• _e •v ' 1 -Z ' 1 1 • --_+ e .---------L-------------------------------------------------------------------------- -------------------• N GARAGE � I 1 1 • 1 ' 1 1 1 i I -----_--------- --_-- �' i i��drOp top Of concrete _ 1 I u (� ' as required for garage d I4, i TYPICAL O -----' ---------------------------= 1--���-- e ;------- lu :o s 1 - ------d-oo-r ---------- 1 1 PHS-5 vi 0- iLL o[ I I HOLDOUJN 2-2x10 treated deck girder t- I_ Ito Z , , 1 • 1 t 1 I 1 t 1 1 W Q Concrete blab ,. ' •e s _ .7- -e' .� '�-- —i — _'-�•-_L"--' — — — _1.�. "- _-� (, 1-.-�!J , "A L- T"" -.&---�.1 —'l T _ . ... .. . o o ---------------------------- -------------- 1 I 1 Q ----- ----- ----- ----- •---- .� > cco 1231-011 35'-O" r:, _ _0 a� co AP CIO 6 NON15 Typica 58 _0 •c ,� [� - , Foundation ®� <R, � �°i,��.' `I ® Q M SCALE: 114" V-011Construction TYPICAL FOUNDATION 4 % % in accordance with chapter 4 of TYP, NAILER FOUNDATION FLAN 9' New York State -',ode, 811 Poured 2x8 A`.,0 treated railer, - — -- `-------- FOR TYPICAL MATERIALS p. Concrete Wall on 'le, x, 8', Poured Copper flashing• S' CALF: 114" � 11-011 �� N® ..0 1��o��� S CJCTI01�! ,� Concrete wall footing, 2-2 x 6 AGO lag bolt to frame with !�" bo!ts ��T� `�. sill plates, Sill seal, Copper Termite Shield. At 24" or center staggered, TYPICAL COVERED PORC1,4 FO''O i ,�� All foundation walls to extend Teco each joist, All hangers and 24j1 x 24" Poured Pier Footing to to virgin soil and be full height walls bolts must be HOT Dipped Virgin soil, 6" Treated post or step footings 1V - 2H per code. Salvanlzed or stainless etcel -See detalls on drawirci-I for strappirg and uplift corrections,