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39684-Z
�p�OsuFFOt,fcpG Town of Southold 8/29/2016 �-A P.O.Box 1179 a 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38476 Date: 8/26/2016 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 495 Cases Lane, Cutchogue SCTM#: 473889 Sec/Block/Lot: 109.-6-9.6 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/7/2015 pursuant to which Building Permit No. 39684 dated 4/16/2015 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ONE FAMILY DWELLING INCLUDING FRONT COVERED PORCH,REAR LANDINGS, ATTACHED TWO-CAR GARAGE AND UNFINISHED BASEMENT,AS APPLIED FOR The certificate is issued to Manzi Joseph G Irrev Trust of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-14-0031 07-22-2016 ELECTRICAL CERTIFICATE NO. 39684 08-09-2016 PLUMBERS CERTIFICATION DATED 08-18-2016 Plumbtech AuthokA Signatur �SnFFn�,r� TOWN OF SOUTHOLD BUILDING DEPARTMENT C TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 39684 Date: 4/16/2015 Permission is hereby granted to: Manzi Joseph G Irrev Trust 9 Rockhall Ln Rocky Point, NY 11778 To: Construction of a new single family dwelling as applied for per SCHD. At premises located at: Cutchogue qq'!� 6a;6�e5 Awy SCTM # 473889 Sec/Block/Lot# 109.-6-9.6 Pursuant to application dated 4/7/2015 and approved by the Building Inspector. To expire on 10/15/2016. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,120.00 CO -NEW DWELLING $50.00 Total: $1,170.00 Buil 'ng Inspector pF S011ry®lo Town Hall Annex Telephone(631)765-1802 54375 Main Road en Fax(631)765-9502 P.O.Box 1179 G iQ roger.riche rtQtown.southoId.ny.us Southold,NY 11971-0959 '® COW, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Manzi Address: 495 Cases Lane City: Cutchogue St: New York Zip: 11935 Building Permit#: 39684 Section: 109 Block: 6 Lot: 9.6 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Puccio Electric License No: 4806-E SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph 200A Heat OIL Duplec Recpt 51 Ceiling Fixtures 21 HID Fixtures Service 3 ph Hot Water GFCI Recpt 6 Wall Fixtures 6 Smoke Detectors 7 Main Panel 200A A/C Condenser 1 Single Recpt 4 Recessed Fixtures 12 CO Detectors 2 Sub Panel A/C Blower 1 Range Recpt 1-50 Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt 1-30 Emergency Fixtures Time Clocks Disconnect 200A Switches P40 Twist Lock Exit Fixtures TVSS Other Equipment: 2- Paddle Fans, 3- Exhaust Fans, 5- ARC Fault Circuit Breakers. Notes: Inspector Signature: Date: August 9, 2016 00Electrical 81 Compliance Form.xls /Z Tovvv flnif Af631) 765-181KI vl�--Y. a 0 5,13-15 N4,1171 Rkrud Fa k(e 1 4 t p 7 6.5-9 fY! L! BUlLD1J%!G DEPAPTIMENTLJr AUG 2 6 2016 TONN OF soullf,101,T) BUIL DINGDEPT. TOWN OF SOUTHOLD .0 E' Wr I F I CATI 0 N Da c: t c I cj BuRding Permit No. P I Ll IT)b e r- J0, (ploase prl lit) catify that the solder used In contains Ics- dian 2/10 of] (Plaril, s Stitiorn to b,-fcre nic this clay of VINCENT PALMA NOTARY PUBLIC STATE OF NEW YORK FTV N 0 . 0 1 P A 6 2 B 1 16 8 SUFFOLK C 0 U N T Y C OMM . EXP - 05/ 13/2017 ___--- G� �� �o��,oF sooryolo �lycoUMY,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 1-N-SPECTION - - . ZFOUNDATION 1 ST [ ] ROUGH.PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE.& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS. ® (' y �� 21- DATE INSPECTOR SObjyo! � o . cou TOWN OF SOUTHOLD BUILDING DEPT. . 765-1802 1 SPECTION ' [ ] FO DATION 1ST [ ] ROUGH PLUMBING [ OUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL -� [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIqN [ ] CAU REMARKS: 4/a,gro L, 9,4ED�:� DATE �® INSPECTOR ~T � �o��pE SOUlyolo UOUMY,� ,TOWN OF SOUTHOLD BUILDING .DEPT. 765-1802 INSPECTION - I XFRAINIING NDATION -1 ST [ ] ROUGH PLUMBING [ NDATIREiY;. - [ ] INSULATION / [ ] FINAL [ ] FIREPLACE [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: T cJ �J 7 e 1 1 ` DATE �� INSPECTOR rjf s 0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTI" I FOU ATION I ST. TOUGH PLUMBING F NDATION 2ND INSULATION F M RAMING / STRAPPING ] FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULK JXQ, REMARKS: Agta�em DATE INSPECTOR r rjf so u TOWN OF-SOUTHOLD BUILDING-DEPT. 765-1802 INSPECTION '� ] FOUNDATION I ST ROUGH PLUMBING FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL ] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTMT PENETRATION ELECTRICAL (ROUGH) ELE�CTR �"NAQ C UL CODE VIOLATIO, C A U IL K I N REMARKS:- DATE - A ff(,4 INSPECTOR- rsf 3 0 co TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' .1 FOUNDATION IST ROUGH PLUMBING FOUNDATION 2ND INSULATION FRAMING /STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY.INSPECTION FIRE RESISTMT CONSTRUCTION FIRE RESISTANT PENETRATION r %EILECTR'CAL (ROUGH) ELECTRICAL (FINAL) ODE VIOLATION CAULKING REMARKS: /--7 DATE - - INSPECTOR raf s 0 TOWN OF SOUTHOLD BUILDING-DEPT. 765-1802 N ' ' 'hT!GH PLUh INSPECTI I FOUNDATION IST UGH PLUMBING FOUNDATION 2ND INSULATION FRAMING [STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTMT CONSTRUCTION FIRE RE ISTANT PENETRATION ELECTRICAL (ROUGH) RICAL (FINAL) CODE VIOLATION CAULKING REMARKS -- 4 DATE . _ INSPECTOR_ �� OF SOpryo cOUNiV,� TOWN OF' SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION , [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] IN ULATION = [ ] FRAMING /STRAPPING [ FINAL - [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING " REMARKS: i ti to �h o • DATE �� ®8 �� INSPECTOR so %, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION "IST ROUGH PLEIG. FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CON STRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) V)j REMARKS: DATE INSPECTOR coum, TOWN OF, SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION - I FOUNDATION IST ROUGH- PLUMBING FOUNDATION 2ND I ULATIO FRAMING / STRAPPING Hoo'FINAL FIREPLACE & CHIMNEY FIRE SA ISPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL)- CODE VIOLATION CAULKING REMARKS: DATE. INSPECTOR Jeffrey To Bucher, .E., P.0. 206 Lincoln Street Riverhead, New York 19 901 631-208-0850 Licensed Professional Engineer D August 25,2016 D Town of Southold AUG z 6 2016 Building Department TOWN OFSG DEpT Re: X195 Cases Lane, Cutchogue,BP#39681 OUTHOLD Dear Sirs: Please note.the following concerning this application: U I have inspected porch footings pursuant to the NY State Residential Building Code 2010 for this application and find that the work conforms to the code. O I have inspected the-,Nindow in the second floor bathroom,above the tub, and fiad the glazing meets Section R308 of the NY State Residential Building Code 2010. _Sincerely, •r11;� ey T. Butler,P.E. � u o7*� 4� S�0 PRC?F��S� �REP wl -An _ WA INaULATION PER N.Y. STATE ENERGY CODE cr M r 1 MWA 1,�Vylllu �P''fes- � �■�%-�_����`' �!jJLM- , /A AF WW JA .�, • �, ILS.' :� , ." .��>i�r.. ' • � WIN WOM �► RW VAOi ''L4ff-21 -- • r Eli � a is r 7A `w - TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined r 20 Single&Separate Storm-Water Assessment Form Contact: Approved ,20 Mail to: Disapproved a/c - F %Phone) 10✓�1 � Expiration '20 � f r APR ��� i: { Buil#g 'g In B15G DEPT APPLICATION FOR BUILD G PERMITUF SIU i" D Date;-, , 20 I,_ INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to'the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws; Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. M ain2,p 1-4 pie 3 (fG,5+� L( C Y (Signature of applicant or name,if a corporation) (Mailing address of app scant) 1 l State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder U c r� A C-F-1e r-CfJ CUA Jo r Name of owner of premises TQSC-n�, G �''t �"7Zr ►—v�e� . I �S� (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer X (Name and title of corporate officer) Builders License No. 5H6GL4 S V a 1 Plumbers License No. ,2 8 g 9 -m,P Electricians License No. A-4 r Other Trade's License No. 315- AZ- 1. Location of land on w1lich proposed work will be done: CU+G�,a 9 House Number Street Hamlet County Tax Map No. 1000 Section Block O Lot 91 Subdivision `--C ht �—� Filed Map No. 6 H eZ C,_ Lot 2. State existing use and occupancy of premises and intended used occupancy of proposed construction: a. Existing use and occupancy \lr C04- 101-)l b. Intended use and occupancy l C 9 > � � ' 3. Nature of work(check which applicable): New Building ✓ Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars I 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. �CA 7. Dimensions of existing structures, if any: Front n Rear Depth Height Number of Stories Dimensions of samelstructure with alterations or additions: Front k)/CL Rear Depth Height Number of Stories 8. Dimensions of entire anew construction: Front �51 L1 Rear �51 o q Depth 2. Height 2-7 Number of Stories 2- 9. 9. Size of lot: Front 73 , ro Rear 2 G ' Depth -2 l 0 . -7 10. Date of Purchase + g !� Name of Former Owner 11. Zone or use district in which premises are situated C� 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO V` 13. Will lot be re-graded? YES N/NO Will excess fill be removed from premises?YES NO\✓ 9 h?,zsc.K4,atf Ui 14.Names of Owner of premises c�GH I(-Mv7 B5'► Address tZo c�c.�ii-,A-V It 776 Phone No. 7�`yT 68 Name of Architect J-(e FF T- is-U+1 c Address Phone No a ok- �'fa,E:3-6 Name of Contractor Address aeictu, ra-4 .�Phone No. 7q H -2-G SS 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES N/ NO * IF YES, PROVIDE A COPY. 0 C-b c,— i 2-L[ 0 7 CtA cr G 5 2.0 9 STATE OF NEW YORK) SS: COUNTY OF being duly sworn, deposes and says that(s)he is the applicant (Name of indi idual signing contract)above named, (S)He is the 0 O "GU r (Contractor,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of �-," 20_1a -1 1 A C-C Q'__N C19ff-nA= IN c Signatur of Applicant s _NOTARY PUBL C CSta eEMI of New York No. 5009611 ; ssn MCommiioExpiesar h 16, V�)I I OZ AVN 901-dDWS # INUOA -- ------------ --- -------- -- ----------- - ('/AglAa-d JOj luawlirdacl Bul.laaulBU3 01 P.I&M.10A) 'paunba)j sl uvId 10.11uOD luawaBBUM.19413 1 1-1 147( -pannba-g joK url(I lojiuo:)ivawaBLuuW jalumumS ❑ o ns /`�'� Ob .11wnd Suipling fUlssawAnj P3Ao.jddV — — — — — — — — — — I — — — — — — :IjoAk uoijonj4suo3 jo uoilmo-I s-S?JPP-V-7X—lIQT0—Id fit U-- - — — — — — — — — — — — — — — — — — :Aq pa AIDIAMd Irauo Z)luo:) d4q i "0' 3Sn,UQ]VUUVd3(l ONITIV12 U0,1 4, oe 101it P019 ugloas I go el 77 I�Vy i(jaipo ljoioviluoD jua5V Inuoissajold ugisa(]ljau,\%0.Ajjad0Jd) -�KTVDI'ldWV 0001 # WID's ------ --------------------- *U01 .1901 nq a� Iluuoj Sui .pli of.inw juamindo(F RMpling atp of uuol Isyl 31aaqa pajoldwoo v pus tMTJ 104HO3 IUQIUQ.BLIIMN J0119AIM044 v jo saldoo oAq gmqns neold'oAoqu aD jo ojota jo ouo orl SH paimsw nod;j -130fbA jnoA(qkldd7a jou soop,gcz joldleiqZ) paqumN dlojq xvjL Ajunoj v al7a(l luopuuuojul ja7alwa '?mjvu2ls laumN anon iplAt Atopq noi panb atD jo 1118 G�ON pa.10MSUR .4"s juvallddV aqj olaiduiq ;j0jLS loaqu suoT noA JI ------------- ---- ------- ---------- 'S;az)ujjns snOlAiadwi jo juawaouldw pul-l-ul it sopnpui jusodoid @qj puL, umol Qqj AqPQAIDDDl sum u-eld 10-IluOD IUQWQBUUPW -IOIRMW.IOIS V JO 1PAoidd-e joud ssalun `wow jo 133j iii p @junbs 00011 jo saoujins snOTAJ@dwi paoujinsw 10 Mau jo uoijullulsul El •osiTlooialum Aup jo dpW WMIj U0 papidap su uipjdpoojjipaA-paipunq-auo aqj uiqllm uoiluxedaid allS -uaiu piuzuq U01soia Jl it julspoo jo jjnlq lqouaq 'SPuullgm JO IQ3J OOT utql!A& uoijujudaid ollS It -@Z)UUISIP luluozljoq JO 1391001 it 01 @SIJ jLK)IjJ3A JQ@j 01 paoxa qoitlm sadols uo uoijuxudoida 1 -D i, I-S -uaiu snonfiluoz) Auu jo laojud Auu utqllm ifi luij@luw jo ,,;pjuA z)iqnz) 00g UPqj WOW BUIAJOAUI SU[jl!j 10 UOIIUAUZ)X3 op 'ODUjins punoif jo laaj ajunbs 00015 uuqj t ajow sopa jju qz)itlm puul jo fuidduls jo fuipuif IfuiqqnA3 'SuinalD 'V ❑ 0, op ON I OLldclV IVHI MY NAM) :DNIMOTIOA 9HI 90 ANV 'AA'IOAMI 13MUcT SIM, SOW 8 d V" ,1,7 ( INVDI'IddV 3HIA9 (1913ldWOD 39 01 ) f - Z2121 4CLOM JN3W21-9VNTM -dHJLVAUAMOJLS 9CZ HHJLJVHD V& 7 vib MQ IL61L )II10AMaNCl-JOHInOS-PgOUulrWS60ES nl( u, , I 0 L -00 6LTI X09'0'J-TIVH NMOL UIOHJ-nOS cn HOSIAMUclaS jjassn�j -V p9pE3 (8[�11 JLVAAMI-Iff 0 JLSS Jr, C APPLICANT S.C.T.M.#: 1000 Sia CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) =--=— -- = , d0 �k� �- 06 %K. Stormwater Management Control Plan CHECK LIST M6 Section Block Lot �' z S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. 11, Pani Date: / ' The applicant must provide a Complete Explanation and/or Reason for not providing 1-/ 4all Information that has been Required by the following Checklist! brit rrle0h rc Ni 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here! YE NO NA Paper. you If need additional room for explanations,Please Provide additional Pa show all of the following items: ) p p a. Location &Description of Property Boundaries V11 b. Total Site Acreage. V III II c. Existing - Natural & Man Made Features within 500 L.F. 7�/ of the Site Boundary as required by §236-17(0)(2) d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing & Area of Proposed Land Disturbance. 00 f. Existing &Proposed Contours of the Site (Minimum z Intervals) �0 g. Location of all existing& proposed structures, roads, driveways, sidewalks, drainage improvements& utilities. �0 Contact Engineering a - 1560 befure h. Spot Grades & Finish Floor Elevations for all existing& Backfill, OR Provide Engineer's Certification proposed structures. that the drainage has been installed to Code. 1. Location of proposed Swimming Pool and discharge ring. 0 j Location of proposed Soil Stockpile Area(s). 0� k. Location of proposed Construction Entrance/Staging Area(s). �0 1. Location of proposed concrete washout area(s). SMIMENT CONTR®L1 M. Location of all proposed erosion&sediment control measures. bl,t not he i1mited to: 2. Stormwater Management Control Plan must Include Calculations showingrt4r�iP9�e, that the stormwatet Improvements are sized to capture,store,and infiltrate Wire 13cicked Silt Fencing,stabilization � on-site the run-off from all Impervious surfaces generated by a two(2")inch rainfall/storm event. heeding 3. Details&Sectional Drawings fol Stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion &Sediment Controls- �0 b. Construction Entrance& Site Access. �0 c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) �0 d. Leaching Structures (es Infiltration basins,swales,etc.) FOR ENGINEER DEPA M i USE ONLY *; it ! Additional Information is Required. i. Reviewed& Stormwater Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — — — — — 4, V Stormwater Management Control Plan is Complete. 'Date: SMCP has been approved by the Engineering Department.;;; FORM # SWCP Check List-TOS MAY 2014 - Town Hall Annex o 54375 Main Road - P.O.Box 1179 1'Q endche Southold,NY 1197I-0959_- VAR 2.1 _2016- BUILDING DEPARTMENT _ M=ING DEPT. _ . TOWN OF SOUTHOLD TOWN OF SOUTHOLD ADPL-ICATION'FOR ELECTRICAL INSPECTION REQUESTED BY:- I LAC r Date: Company Name: Name: License No.: Address: tX2,11 , Phone No:: •J.OBSITE_INFOR6UTAT-10W, (Indicates required information) *Name: *Address: ,.. -*Cross Street: - *Phone No. ; Permit No.: Tax-Map District: 1000, Section:- Block- -jaL, Lot:C *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) Is job ready for inspection: - -YES NO Rough In Final Mo-you need a Temp Certificate: a YE / NO ^ ' Temp informatio ed) _ *Service Slze: : 1 Phase 3Ph 00 450 01� - 20 300 350 400 Other . *New Service:_ Re-connect Underground Number o eters Change of Service. Overhead Additional lr#ormation: PAYMENT DUE-WITH APPLICATION _ _ I� q est for lnspeefion Form ; ��Q��F�OCK�oG Town Hall Annex �+�. y Telephone(631-1802 54375 Main Roadc = Fax(631)734-9502 P.O. Box 1179 ZM Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF.UTILIZATION•OF-,TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD'CO'NSTRUCTION AWWOR,TIMBER CONSTRUCTIONS : Date: Owner. J6 e � au,F� Location of Property: /" Please take notice that the (check applicable line): ✓ New residential.structure Addition to existing"residential structure ' r Rehabilitation to an existing residential structure ' to be constructed or performed at the'subject`property•reference above will atilize (check applicable line): : Truss type construction (T'i') Pre-engineered woad tconstruction (PN) Timber construction(TC) in the following location(s) (check applicable line): r/ Floor framing, including:girders.and beams (F) Roof freirbing (R) �— Floor and roof framing (FR) " Signature: Name ( A -on s witting"this form`): Capacity(check applicable line): -Ocaner Owner representative TrussResReg15.docx Effective 1/1/2015 6" DIAMETER REFLECTIVE RED- - ROMAN ALPHANUMERIC FPANTONt _ DESIGNATION=OF CONSTRUCTION TYPE gASED.;ON SECTION 602 OF THE BUILDING CODE OF NEW YORK STATE 2" MIN. - REFLECTIVE WHITE . o r- 1/2" STROKE r - _. _.__---------�...-. -DESIGN•Af`t6-N-'FBR`STRucTUt2'AL •CQMPONi*TSi (jAT-AIRE OF _ -rR"USS CONSTRUCTION "F" FLOOR FRAMING,INCLUDING GIRDERS AND BEAMS, "R" ROOF FRAMING "FR" FLOdOR AMID ROOF FKANIl6G TRUE-S IDEN-flf9C TIONSSIGN 00mDUANCE VMTH 19 NYCRR PARi-.12654 NarmscAE CODES DlVt51oN ECAI /R—E TRESS IDENTIFICATION SIGN DATE:U08/2005 -r--y NEW YORK STATE DEPARTMENT OF STATE •:tit:` _ f f,a DIVISION OF CODE EN F'ORCEM ANT AND ADMINISTRATION �nE��rxs�.eeNr:o�ss�t;�. SCTM # _ -3 D - (,- Q�, TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET VILLAGE DIST. SUB LOT - II lt6 to Yase � NlaV?2r TrrPV Y'usF 41f4 t2-- ld ACR. C REMARKS Z &I 07_ Sp t 4" otor S Ll.6d I'v► 5 9 6y) (00,9v L 2 r TYPE OF BLD. j,4--hg1mo- PROP. CLASS 3 �( LAND IMP. TOTAL DATE 77FRONTAGE ON WATER HOUSE/LOT Ttl -- 00 BULKHEAD TOTAL IS SURVEY OF . LOT 4 pWEWN WpSER MAP OF USES PUBIC OLD ORCHARD D\NF- WATER N 40 E FILE No. 11486 FILED JANUARY 11, 2007 ®® USES pUBIIC 45.07 ass - SITUATE Y uF�•����` 2� .79' CUTCHOGUE U TOWN OF SOUTHOLD N� It0 SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-109-06-9.6 N -79'59 20„ E o p o it N TEST HOLE DATA #1 SCALE 1"=40' o ra ' o 0. MARCH 17, 2014 _1 Q DARK BROWN LOAM OL JUNE 11, 2014 REVISE PLAN - �\ \ ^r 20, JULY 9, 2014 REVISE PER S C D H S. NOTICE OF 06/30/2014 Z to.o \\1 O q 1 a BROWN LOAMY SAND WITH 10% GRAVEL SM AREA = 44,455 sq. ft. 7D '1 X70 40' 1.021 ac. 0Y " II 1 O y BROWN FINE TO MEDIUM SAND SP � PRoppyEp pal � 1 O, -; 3 i y 2 U� o -xt o W 00 S 1 I rnIII qb q' WATER IN PALE BROWN FINE TO MEDIUM SAND U '-U U� t-A cc 126 1 12' , �rr� O !y ' 00 �m s LO 6g'3� p a 1 245• O W m 61 w w O O z I6 _ N SUFFOLK COUNT11' DEPAR"i -NT ®zuaH SERVIC�� � w �TER�I 245•0 0, rn mFn PERh1iT F0 PJ��OF Ct;T STRUCTiSN FOR l� g0^06 W01 SiNCLE FAim Y�fi.' E NLmYIN INLL a W I „' v W a•s n '" `ra ��9� F� 2 9 2� pprr $po p6'40 w NOTES O T� DfiTF_ F: REEF. No. S 1. ELEVATIONS ARE REFERENCED TO NGVD 1929 DATUM EXISTING ELEVATIONS ARE SHOWN THUS'14.4 �.If3G✓(�`��,� y•�.".!°v'_L7 (jj' 2. REFER TO FILED MAP FOR TEST HOLE No. 1 DATA. 3. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,200 GALLONS C f'� vo ' �-• CI 1 TANK; 8' LONG, 5' HIGH (4' EFFECTIVE DEPTH) �C 02 0 FOR 1:M.'L ::i t'�i F LJE©ROs+P9a L;1 4. MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. 01O 0 � L•'1 1 POOL, 12' DEEP, 8' dia. (71 No*' PROPOSED SOX FUTURE EXPANSION POOL DRAINAGE SYSTEM CALCULATIONS- r v o ROOF AREA: 1,282 sq ft. �J '( y -m ®PROPOSED 8' DIA. X 2' DEEP LEACHING POOL 1,282 sq. ft. X 0.17 = 218 cu. ft. ,,m r I_ 218 cu. ft. / 42.2 = 5.2 vertical ft. of 8' dia. leaching pool required n Z 'j O O PROPOSED 1,00 GALLON SEPTIC TANK PROVIDE (3) 8' dia. X 2' high STORM DRAIN POOLS 9 �G) PREPARED IN ACCORDANCE WITH THE MINIMUM PROPOSED 8' DIA. X 2' DEEP DRYWELLS FOR ROOF RUN—OFF ARE SHOWN THUS 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD STANDARDS FOR TITLE SURVEYS AS ESTABUSHED BY THE LIALS AND APPROVED AND ADOPTED \�J 130 [ OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. FOR SUCH USE BY THE NEW YORK S; D TITLE ASSOCIATION 0££D"?0P £ `C OF NFbp PROPOSED SEPTIC SYSTEM DETAIL CIe£R 69411 4S Asp ��� C ELEVUSE (NOT TO SCALE) 441'_ FINISH GRADE Al I , FINISHED GRADE ELEV 10 8 ELEV. 116' 68"1� TOP EL 10 6' MIN MIN 1' TOP EL 9 8' ri' MIN 4"DIA. 6„ - "• 111L2 I SEPTIC LEACHING T 3' CLEAN APPROVED PIPE TANK APPROVED PIPE LEACHING N SAND e INV EL POOL m c N 504 min PITCH 1/4'/1' m,n PITCH 1/8"/1' POOL 1 COLLAR �1 9 8'•. INV EL 9 0' INV EL 9 6' 9 UNAUTHORIZED ALTERATION TI ADDITION INV EL 9 1. n g AR �,o4li TO THIS SURVEY IS A VIOLATION OF 6�p e8 � z'''- (N 0'O£R SECTION ECTIO 7209 F THE NEW YORK STATE 63•,24o,v£ - Nathan Ta III DISTRIBUTION POOL OF COPIES OF THIS SURVEY MAP NOT BEARING Land Sur r 5 POOL SYSTEM BOT EL 73' GROUND WATER w'9S` THE LAUD SURVEYOR'S INKED SEAL OR _ ELEV 43' £R TO BOSSED BE A VALDLTRUELL OTCOPY BE CONSIDERED SEPTIC TANK (1) '�20$J24£O Af CERTIFICATIONS INDICATED HEREON SHALL RUN 1 MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,200 GALLONS LEACHING POOLS (5) AP ONLY TO THE PERSON FOR WHOM THE SURVEY 1 TANK,8'DIA-,5'HIGH(4'EFFECTIVE DEPTH) IS PREPARED,AND ON HIS BEHALF TO THE 2 CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 AT 28 DAYS 1. MINIMUM LEACHING SYSTEM FORA 1 TO 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout Psi 6 POOLS,2'DEEP,8'dia LENDING INSTITUTION LISTED HEREON,AND 3,WALL THICKNESS SHALL BE A MINIMUM OF 3•,A TOP THICKNESS OF 6"AND A BOTTOM THICKNESS OF 4” 2 LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE(OR EQUAL) TO THE ASSIGNEES OF THE LENDING INSTI— ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psi LEACHING STRUCTURES,SOLID DOMES AND/OR SLABS TUITION CERTIFICATIONS ARE NOT TRANSFERABLE PHONE (631)727-2090 Fax (631)727-1727 4 ALL'a'. SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT 3 ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE(OR EQUAL) 5 THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS(WITH A MAX.TOLERANCE OF 11/4") 4 A 10'min DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED ONA MINIMUM 3"THICK BED OF COMPACTED SAND OR PEA GRAVEL 5 AN 8'min DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS 6 A 10' min DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P 0 Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 DRAINAGE INSPECTIONS ARE REQUIRED SURVEY OF Contact TOS Engineering at 765-1560 before LOT 4 DWATER Backfill, OR Provide Engineer's Certification PAGE 1 OF 2 r� USESPUB`1C G that the drainage has been installed to Code. MAP OF L1NG N 80'p 6'40" E EROSION&SEDIMENT CONTROLS, OLD ORCHARD DWEL WATER 48.07 20.5 FILE No. 11486 FILED JANUARY 11, 2007 USES PUgL1C Shall include but not be limited to: SITUATE ti c A.79 / A well maintained Construction Entrance, 13.4xr� 00 21 N Wire Backed Silt f=encing,stabilization& CUT TUA GUE TE TOWN O F S O U T H O LD \ N o Seeding of exposed and/or inactive soils, 1 \ No r v ISUFFOLK COUNTY, NEW YORK 4.47 80 591 201 E x13'4 1 \ 6.6x \� I o�% 03�o N TEST HOLE DATA #� S.C. TAX No. 1000-109-06-9.6 7.1 \A� i14N, \ °�\ I�x Q b z�rn� 0 0' SCALE 1"=40' ��\ ,7.7 Y IMS �MQORWRN ° a� \ 1<r�� \\ � a DARK BROWN LOAM OL MARCH 17, 2014 \ 6� EP1T LIN>;� TING 2 O' O JUNE 11, 2014 REVISE PLAN x 19.0 \1O' x 1OWP�5HOD YLENE 5N ° \\ �Gl \ -a\ O➢ �➢-PT-4 a BROWN LOAMY SAND WITH 10% GRAVEL SM JULY 9, 2014 REVISE PER S C D H S NOTICE OF 06/30/2014 \—� lSON� 11LQOLY�TH R1�EydP� rn 1 \ \ Z 0 --3 n 40' DECEMBER 31, 2014 STORM WATER PLAN \ 10 \ x12.2/ .�1cC3Qpeeo D \ " � 11 \O O \ �� t" - BROWN FINE TO MEDIUM SAND SP x1Vs _ y O v 47' AREA = 44,455 sq. ft. \_ —. i `1 x Gj o )—� Cl In \ [ 201 rn Z 2 9.3Q __\ 1 © a \7�rn 3 c u y 1.021 ac. O,\ —¢. c L\ , <_i 13 12.9x 1�1 ➢C�11 t� ) '15.d 20.9x — rn y lT— Z ll0� Lala \ rn \\ � " _L2 ° rn \\ \ ' O Z WATER IN PALE BROWN FINE TO MEDIUM SAND \ \\ \ \ \ \ \ z s' Ln YC \ ° r x z7i� W \\ \\ \ ,30' �� \61\\ 0.6 1119X m \72x2 �\ o \ \ \ \ xua 245 �� oLTI � 24— _ \ \ \ 16 Orn o \ \ \ \\ ', O Cf) w O1 \ x2 6V O 01" \ \ \ rn w , � A L 42x \ \ 00 osx w0ED 252 41 \ �7 40 3 `6 , .J-2.2 LOT T1m,A 9; 0mrn ra L�1/�1 I w w £ 1 m 14.3 S g0°OFD'40 Vv ND TE 1. ELEVATIONS ARE REFERENCED TO NGVD 1929 DATUM EXISTING ELEVATIONS ARE SHOWN THUS:109 - O EXISTING CONTOUR LINES ARE SHOWN THUS:———1 0——— ��'�O"�O „17.6 (,r) 2. REFER TO FILED MAP FOR TEST HOLE No 1 DATA. O� 71 x O 3. MITANK; BE LONGTASK CAPACITI IGH (4' EFF OR IDETO PT 4 BEDROOM HOUSE IS 1,200 GALLONS APPROVAL OF STOR 1 VATER MANAGEMENT �, .1 O LO 4. MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA CONTR L N �Z, O ,� (Jl 1 POOL; 12' DEEP, 8' dia / n pte�236 C - O�'�� �T HOLE #1 1✓1 Date: ,S C1, A Tf N Ln PROPOSED 50% FUTURE EXPANSION POOL GPSF �S�C>�O�c1� N o Approv y' PROPOSED 8' DIA X 2' DEEP LEACHING POOL y 4ta"/ m Z PROPOSED 1,00 GALLON SEPTIC TANK P EPIN ACCORDANCE WITH THE MINIMUM � � n O O NO S FOR TITLES AS ESTABLISHED Y 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD Y LIALS ROV DOPTED C-O m OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. TITLESASSO US 10 S� LAND 37 J DQ-6 CROPTRT DRAINACE F SYSTEM ZAS�CULATIONS � lggilVl�� /y BTR y 41 1,282 sq. ft. X 0.17 = 218 cu. ft. 218 cu ft. / 42 2 = 5.2 vertical ft of 8' dia. leaching pool required 1 ELHOUSSEEV PROPOSED SEPTIC TSGSYSTEM DETAIL Bg4j q F �SR PROVIDE 8) D'IA.iX X DEEP STORM DRAIN GOOLS F RUN—OFF ARE SHOWN THUS: FINISH GRADE FINISHED GRADE ELEV 10 8 ELEV 11 6' � DRIVEWAY AREA: 1,850 sq ft. 7N. 6801,850 sq. ft. X 0.17 = 315 cu. ftTOP EL 10 6' 1MIN TOP EL 9 8' —1' MIN 315 cu ft. / 42.2 = 7 4 vertical ft. of 8' dia. leaching pool required , 'v' JMIN 4" DIA 6" _LQ2 PROVIDE (2) 8' dia X 4' high STORM DRAIN POOLSSEPTIC LEACHING T 3' CLEANINV EL APPROVED PIPE TANK mAPPROVED PIPE POOL m LEACHING SANpPROPOSED 8' DIA X 4' DEEP DRYWELLS FOR DRIVEWAY RUN—OFF ARE SHOWN THUS•t`fl98' mm PITCH 1/4"/1' in PITCH 1/6"/1' INV EL 90' oCOLLAR 50467 _ INV. EL 9 6' INV EL /� 94, TOATHIS OSURVEY IRIZED S AATVIOLATION ION OR AUOFnON 91 o B'�p e6'i,�-� w ROP 4� SECTION 7209 OF THE NEW YORK STATE Nathan twin III I'-6 EDUCATION LAW DISTRIBUTION POOL OF COPIES OF THIS SURVEY MAP NOT BEARING BOT EL 7 3• GROUND WATER '?4D/Nw qS P f THE LAND SURVEYOR'S INKED SEAL OR Land Surveyor 5 POOL SYSTEM ELEV 4 3' R EMBOSSED SEAL SHALL NOT BE CONSIDERED SEPTIC TANK (1) IO2 DF/4Fo TO BE A VALID TRUE COPY 5) M CERTIFICATIONS INDICATED HEREON SHALL RUN 1 MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,200 GALLONS LEACHING POOLS (5) qP ONLY TO THE PERSON FOR WHOM THE SURVEY 1 TANK,8' DIA.,5' HIGH(4'EFFECTIVE DEPTH) IS PREPARED,AND ON HIS BEHALF TO THE 1 MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE 15 300 sq f[SIDEWALL AREA, TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout 2CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,0D0 psi AT 28 DAYS 6 POOLS, 2'DEEP,8'dia LENDING INSTITUTION LISTED HEREON, AND 3,WALL THICKNESS SHALL BE A MINIMUM OF 3",A TOP THICKNESS OF 6"AND A BOTTOM THICKNESS OF 4" 2 LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE(OR EQUAL) TO THE ASSIGNEES OF THE LENDING INSTI— ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psi LEACHING STRUCTURES,SOUD DOMES AND/OR SLABS TILTION CERTIFICATIONS ARE NOT TRANSFERABLE PHONE (631)727-2090 Fox (631)727-1727 4 ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT 3 ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE(OR EQUAL) 5 THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS(WITH A MAX TOLERANCE OF±1/4") 4 A 10' min DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED THE EXISTENCE OF RIGHT OF WAYS ON A MINIMUM 3"THICK BED OF COMPACTED SAND OR PEA GRAVEL 5 AN 8' min, DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED OFFICES LOCATED AT MAILING ADDRESS - 6 A 10'min DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. 1586 Main Road P 0 Box 16 Jamesport, New York 11947 Jamesport, New York 11947 SURVEY OF STORMWATER MANAGEMENT NOTES- LOT 4 dj 1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION PAGE 2 OF 2 MATERIALS SHALL BE CONFINED TO THE LIMIT OF CLEARING MAP OF 2. PRIOR TO THE DCOMMENCEM NT OFDISTURBANCE OANY WN OCONSTRUCTION ACTIVITIES, pOSTN THE APPROVED PLANS. L(iYP.)OR OOD OLD ORCHARD A-CONTINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OF EXTRA STRENGTH FILTER FABRIC U.S. SIEVE #20) SHALL BE STAKED AT THE LIMIT OF CLEARING REQ'D WITHOUT WIRE MESH SUPPORT FILE No. 11486 FILED JANUARY 11, 2007 AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. 10' MAX. O.C. SPACING SITUATE THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS W/ WIRE SUPPORT FENCE OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL 6' MAX. 0C SPACING CUTCHOGUE DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS W/o WIRE SUPPORT FENCE TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE <y TOWN OF SOUTHOLD SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE T- r SCREEN IS REMOVED. FLOW SUFFOLK COUNTY, NEW YORK 3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, S.C. TAX No. 1000-109-06-9.6 A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL NOT TO SCALE BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT ATTACH FILTER FABRIC SECURELY SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES TO UPSTREAM SIDE OF POST JUNE 11, 2014 REVISE PLAN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS JULY 9, 2014 REVISE PER S.0 D H S. NOTICE OF 06/30/2014 NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED DECEMBER 31, 2014 STORM WATER PLAN AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE /j\ \ \ \///•///// OF A BALE IS 3-4 MONTHS. SEDIMENTS TRAPPED BY THE BALES \\/ SILT FENCE DETAILS SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED NOT TO SCALE 11, 50' MIN UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. OR To BE SUFFICIENT r0 4: STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. Z KEEP SEDIMENT ON SITE 5. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. NOTES: SILT FENCE SHALL BE PLACED PARALLEL AI SLOPE NCE AFTER TO HAY BALES AND/OR MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR SILT FENCE AFTER a I 6. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY REMOVED SILT FENCING ON THE PROPOSED RESIDENCE. SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW a 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. OFF–SITE TRANSPORT. o 8. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF FROM BEING DISCHARGED ONTO THE ROAD OR OFF–SITE. STEEL HIGH POLE (MAX) p S STEEL OR WOOD POST Z 9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE Q ------------------------- SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW FLOW HAY BALES 2"x2" STAKES � ~ IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF — (TWO EACH BALE) FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, FLOW WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE GRADE VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO COMPACTED TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING BACKFILL DRAINAGE PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION \\%/\\ \\%/\\% SGOpf INLET SHAY ILT FENCINGALEAND/OR AND GROWTH. /\\/\ \\/\\• �` 10. SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF 85% AREA VEGETATIVE COVER WITH CONTIGUOUS UNVEGETATED AREAS NO LARGER �\ '\\j\�\\��� PLAN VIEW THAN 1 SQUARE FOOT IN SIZE. N /\ /\\� 4" x 6" TRENCH ` 11 SITE ACCESS WAYS SHALL WITH THE EXISTING ROADS, TO PREVENTRAT UNOFF W/ COMPACTED ALL RUNOFFEIR �/� // BACKFILL BALES TO BE SET OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO IN 4" TRENCH THE ROAD. A NON–LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, ELEVATION OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR TRENCH DETAIL ROAD EXISTING GRADE CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. (NOT TO SCALE) HAYBALE BARRIER ® INLETS (NOT TO SCALE) HAY BALES AND/OR SILT FENCING NOTES: CONSTRUCTION ENTRANCE BASE OF STONE TO BE USED WHERE TOPSOIL IS NECESSARY FOR 1. AREA CHOSEN FOR STOCKPILING OPERATIONS ORMNYSE DO 4 APPROVED RNCA REGRADING & VEGETATING DISTURBED AREAS. SHALL BE DRY AND STABLE. FILL TO 18" MIN ABOVE EXISTING TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. GRADE TO ALLOW FOR DRAINAGE VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND 3. UPON COMPLETION OF SOIL STOCKPILING, EACH CROSS SECTION PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE PILE SHALL BE SURROUNDED WITH EITHER SILT TYPICAL STORMWATER UNIT STABILIZATION MEASURE(S) SELECTED SHOULD BE FENCING OR STRAW BALES, THEN STABILIZED WITH (TOPS TO BE TRAFFIC BEARING) TEMPORARY C I1C NTRANCE APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, VEGETATION OR COVERED. (NOT TO SCALE) AND REQUIRED PERIOD OF USE. 3v 2 SLOPE OR LESS CAST IRON INLET FRAME & COVER (FLOCKHART #63518 TYPE 6840) 1AF� �® 1 FINISHED GRADE OR 6" THICK REINFORCED CONC COVER STABILIZE ENTIRE PILE 8" TRAFFIC BEARING SLAB 1 0.1 C, `k WITH VEGETATION OR COVER (max) L Q � s PIPE FROM ROOF GUTTERS JIREONC� �' �' �' CRUSHED 3/4" — 1-1/2" STONE ALL AROUND `, Y Lic No. 50467 LEACHREINFORCNathanT—O" 4000 P3'-0" (min) 4" (min) Lane! Surveyor ` Successor To Stanley J Isaksen, Jr LS N E AP ROYAL OF STORMWATER MANAGEMENT Joseph A Ingegno L S GROUND WATER CON TR't- p� Title Surveys — Subdivisions — Site Plans — Construction Layout STRAW BALES OR SILT FENCE 1 n C g ter 296 Date: � PHONE (631)727-2090 Fax (631)727-1727 ` SOIL STOCKPILE Appy 3Ved OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P 0 Box 16 (NOT TO SCALE) Jamesport, New York 11947 Jannesport, New York 11947 SURVEY OF LOT- 4 DIN EVLIN WATER USES P�euc PAGE 1 OF 2 q MAP OF N a0°p6'40" E OLD ORCHARD - pWE1-�1N WATER _ USES pus\-1C 4.$.07 FILE Na. 11486 FILED JANUARY 11, 2007 SITUATE 2�A'79 CUTCHOGUE TOWN OF SOUTHOLD -SUFFOLK COUNTY, NEW YORK Lk\oyA 78°59 �20„ E �'� N r, TEST HOLE DATA #� S.C. TAX No. 1000-109-06-9.6 - D. SCALE 1"=40' Z 2za l DARK BROWN LOAM OL MARCH 17, 2014 i 20JUNE 11, 2014 REVISE PLAN o a BROWN LOAMY SAND WITH 10% GRAVEL SM JULY 9, 2014 REVISE PER S C D H S NOTICE OF 06/30/2014 1 0 1' 40' DECEMBER 31, 2014 STORM WATER PLAN O o o BROWN FINE TO MEDIUM SAND SP OCTOBER 1, 2015 REVISED PROPOSED HOUSE O� A 3a ° o y 47' NOVEMBER 3, 2015 STAKE FOUNDATION T� O 70 m } y DECEMBER 19, 2015 STAKE-FOUNDATION LOCATION ae w37 y N O AREA = 44,455 sq. ft. = o _ 1.021 ac. WATER IN PALE BROWN FINE TO MEDIUM SAND 9 _ V` 17 b m 53 6a N J Z $I O,, LA o i 12' � 1 _o 245.00 .O O v' 0 o 245 p0, 1 o ri E a Y I g0°01 6, "k m � LOT ® !N /--A z%F t� f m S 80°06 0��, :rp-D ui C°fin "C";t' �t,� NEST HOLE H1 ° t�i� c LQS 9S'fO�S Lr) 03 n z PR R 11� 6GORD ;�' H MIN IMUM AA Th�oS S ELTABLISHED O ND@ ,S.{�N9,..4QP E A[[�1OPTED 10 " R1 - /J FOR \BYt�`F1g fyEl� ATEA LAND TITL AS TION ttmm OF PRO �" �k_t FR 69471N,- f R 1 lls O 'I 61 At N Y S LIc No 50467 UNAUTHORIZED ALTERATION OR ADDITION Ab .0 r' TO THIS SURVEY IS VIOLATION OF OPER SECTION 7209 OF THE NEW YORK STATE Nathan Taft Corwin iii EDUCATION LAW !I I 1240eNtk COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor W4 AsTHE LAND SURVEYOR'S INKED PE,� EMBOSSED SEAL SHALL NOT BEECONSIDERED ' C JAN 1 1 2016 I! , 1 0TO BE A VALID 2�S�FO 444,- E COPY CERTIFICATIONS INDICATED HEREON SHALL RUN - ONLY TO THE PERSON FOR WHOM THE SURVEY f IS PREPARED,AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — COOStruCflOn Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- r TUTION CERTIFICATIONS ARE NOT TRANSFERABLE PHONE (631)727-2090 Fox (631)727-1727 THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF - - ANY, NOT SHOWN ARE NOT GUARANTEED. 1586 Main Road P 0 Box 16 Jamesport, New York 11947 Jamesport, New York 11947 I' — SURVEY OF owEu w� LOT 4 USES PUBIC WATER MAP OF p6,4o USES PUgIIC „ E OLD ORCHARD WATER N $0� FILE No. 11486 FILED JANUARY 11, 2007 48.07 SITUATE CUTCHOGUE TOWN OF SOUTHOLD EDGE OF CLEARING SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-109-06-9.6 �$ 59 0 A a X10 N SCALE 1"=40' ``. 9. MARCH 17, 2014 SEPTIC SYSTEM TIE MEASUREMENTS -Z IJn POMECER ° 4 v JUNE 11, 2014 REVISE PLAN �' 72.4' (n JULY 9, 2014 REVISE PER S.C.D.H.S. NOTICE OF 06/30/201 HOUSE� HOUSE w DECEMBER 31, 2014 STORM WATER PLAN 44 No ON `; CORNER QA CORNER[g] OCTOBER 1, 2015 REVISED PROPOSED HOUSE O �`�:�. WATER c NOVEMBER 3, 2015 STAKE FOUNDATION O w WL1NE In0ar L SEPTIC TANK DECEMBER 19, 2015 STAKE FOUNDATION LOCATION yt.q, �`��. / u+ fn 3.9' y COVER 42.5 27.5 JUNE 26, 2016 FINAL SURVEY P. Pi '�' c�'+ LEACHING POOL COVER 1 49 42, AREA = 44,455 sq. ft. \°Kalko � a _�T w G�,�t FOH1NG • i� 1.021 ac. LFA • �^ —__so.D' — LEACHING POOL , 1 w POOL. t � COVER 2 55' 39.5 VAAE EDGE OF ING ��� �CHMG • 'L 9.5' IP7WATER ` �'P- 'BOOL No. 2 Z NEY I VPt ptN p CHIM t/1 9-513 1 -51," pi ` � 1 r 3� u� z A 245 00' 9 6g ZA' pt° 'o w O ng Q� �`� 0) r. 1 �N ' p 245.00 , '1f1 9 rT Z „ E g0. \ m 06 40 LOT ® N 'J S 80,0640 0 o� — N CERTIFIED T0: c Ggap��o.� � KIM JON ZABLOCKY f PATRICIA ANN ZABLOCKY '0 6 o�� `w JP MORGAN CHASE BANK N.A., ISAOA/ATIMA 00G� c�r -;A�, . N rNn WFG NATIONAL TITLE INSURANCE COMPANY �`t'A tT► y �_m J O G7 PREPARED,jN- GAC 0 Ep�RH THEtiMINIMUM � y STAN FO SURVEYS�Sy E52LISHED 1O FBY O UC r DPRO ANgti11DOPTT:D �j D�fo 0000 � n� ®ST LANA Tt' l/gFR 6 4 UN f q pAOF N g8 0) v 1Z'40, ' NS. Uc. No. 50467 9UNAUTHORIZED ALTERATION OR ADDITION �-W V (HFOjOF 4.041 SECTION 720THIS 09 OFSTHEN EWOLAnYOORK STATE N OF R?)- EDUCATION LAW' Nathan Taft Corwin III '?404 COPIES OF THIS SURVEY MAP NOT BEARING wgsjO 'ME LAND F,Q SEAL OR EMBOSSED SEAL SOHALLINOTDBE CONSIDERED Land purveyor E COPY. 11 'O?OS�F�44 CERTIFICATIONS INDTO BE A VAUD ICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED.AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTI- TunON. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF OFFICES LOCATED AT MAILING ADDRESS ANY, NOT SHOWN ARE NOT GUARANTEED. 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 1 D V m j SURVEY OF DpWE,y1N wA�ER LOT 4 usEs pueuc IEC[�U MAP OF AUG 2 6 2016 N JAG .p6,4o„ E OLD ORCHARD ao pWELUA(ER FILE No. 11486 FILED JANUARY 11, 2007 USES PUBL1 48,07 S1� SITUATE DING���� 2� 1.79' CUTCHOGUE TOWN OF SOUTH®Y.D N � - � - TOWN OF SOUTHOLD 1I ANG O _ SUFFOLK COUNTY, NEW YORK ,20„ E 1� EDGE OF CLEAR w { S.C. TAX No. 1000-109-06-9.6 7g 59 a N SCALE 1 =40 1 o MARCH 17, 2014 pOM a 1 SEPTIC SYSTEM TIE MEASUREMENTS JUNE 11, 2014 REVISE PLAN 2 /EVEC1 22.4 rm I JULY 9, 2014 REVISE PER S.C.D.H.S. NOTICE OF 06/_30/201 4 HOUSE HOUSE DECEMBER 31, 2014 STORM WATER PLAN 0 0 oN CORNER �A CORNER-N] OCTOBER 1, 2015 REVISED PROPOSED HOUSE a NOVEMBER 3, 2015 STAKE FOUNDATION O � .\`` w -L'WAR UNE J 1 r 4 SEPTIC TANKDECEMBER 19, 2015 STAKE FOUNDATION LOCATION .��� a �+0 3 ' o v 42.5 27.5' JUNE 26, 2016 FINAL SURVEY �� �``.�` + a 0 ,971' 9? H v COVER O. _ 7� }' 0 n LEACHING POOL O � o n 8� � a "" z8. 3.6' �� N ( O COVER 1 49' 42' AREA = 44,455 sq. ft. \K` y� ;, 1.021 ac. �1LEACHING POOL O�NING o. A • • �� —___�o.o' COVER 2 55' 39.5' EDGE OF ING P �CHINZ • 29.5' v 001 No. rn CHIMNEt `� •6, �^� g1'3� u�� 24,5.00 ~� • oc° ' 69 7 2'24 2sp 45.00' LOT ® 'N a0•p6'40 � % S S0*06'40" W o REC, i 'Gs ?;t:e 'moo ul CERTIFIED TO: 'f'G'�' 1��4rd 0-O KIM JON ZABLOCKY 9� 7P PATRICIA ANN ZABL OCKYAlt, l6Ba�52016 a`���0 'J466 n JP MORGAN CHASE BANK N.A., ISAOA/ATIMA 00 WFG NATIONAL TITLE INSURANCE COMPANY SUFE.COzEAL�HSE P�o ,rfti, I c I r_ O PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR tlRVEISrv\S.ESSfABLISHED BY THE LIAL D AP AND ABOPTED Q� c TSUCH p9Y.�Y� �1TE hIWD - �. p f fo��pFI fR 694�/NgG S P f Sfl�FFOLK COUNTY DEPARTMENT OF HEALTH SERVICES a �>s FOR APPROVAL OF CONSTRuCTEO WORKS A SINGLE FAMILY RESIDENCE Mt0 2 H.S.Ref.No. Lta. No. 50467 The sewage disposal and eater sUn;1I,facilities at this BOCStion have been UNAUTHORIZED ALTERATION OR ADDITION �H,pOpf 4.Oy^,� TO THIS SURVEY IS A VIOLATION OF Inspected and/or certified by this Oapasu-lent or other agencies and found 8m e, Rry I SECTION N LA OF THE NEW YORK STATE Nathan twin III 'AilllfiUt(i q BEDROOMS. J �?4oyN� EDUCATION LAw. be satisfactory FOR A MI COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR Land Surveyor e FR EMBOSSED SEAL SHALL NOT BE CONSIDERED JQ?OS)'wO Mqp TO BE A VALID TRUE COPY. ,Benet As Hilbert` p •s ie `G ONLY GT HE INDICATED HEREON SHALL RUN VC L J. L P. ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED,AND ON HIS BEHALF TO THE Office Of WagrteWater Management TITLE COMPANY.GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSITTUITON LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSn- TUITON.CERTIFICATIONS ARE NOT TRANSFERABLE PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHT OF WAYS OMCES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD. IF ANY, NOT SHOWN ARE NOT GUARANTEED. 1586 Main Road P.O. Box 16 j Jamesport, New York 11947 Jamesport, New York 11947 REScheck Software Version 4.6.0 Compliance Certificate Project Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,021 ft2 Glazing Area 9% Climate Zone: 4 (5750 HDD) Permit Date: 1/2015 Permit Number: Construction Site: Owner/Agent: Designer/Contractor: CASES LANE NY Jeff Butler CUTCHOGUE Jeffrey T. Butler, P.E., P.C. Town of Southold, NY 206 Lincoln Street Riverhead, NY 11901 631-208-8850 Compliance: 12.5%Better Than Code Maximum UA: 321 Your UA: 28r The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. D&or UA Perimeter U-Factor Ceiling 1: Flat Ceiling or Scissor Truss 1,019 30.0 0.0 0.035 36 Wall 1:Wood Frame, 16" D.C. 2,020 15.0 0.0 0.077 138 Window 1:Vinyl Frame:Double Pane with Low-E 184 0.310 57 Door 1: Solid 42 0.390 16 Floor 1:All-Wood joist/Truss:Over Unconditioned Space 1,019 30.0 0.0 0.033 34 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed Kilding has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Versi6.0 and to comply with the mandatory requirements listed in the RES eck Inspection Ch list. 'L- Name--Title Date Project Title: Report date: 12/12/14 Data filename: \\vmware-host\Shared Folders\Documents\REScheck\355 Midway Road.rck Pagel of 6 REScheck Software Version 4.6.0 Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. 'Sectio,— ,, ` "Plans Verified" " Field Verified" # Pre-4nspe"ct11on/Plan Review 'Uaiue Value Complies? Cbnim"ents/Assumptions . Fteq.ID" 103.2 ;Construction drawings and IUComplies [PR111 !documentation sufficiently ❑Does Not demonstrates energy code i ; ;compliance for the building ❑Not Observable envelope. ( ",❑Not Applicable ; 103.2, ;Construction drawings and ' ❑Complies ; 403.7 documentation sufficiently ;❑Does Not [PR3]1 demonstrates energy code , ;compliance for lighting and E r ❑Not Observable ; :mechanical systems. Systems i. ;❑Not Applicable ;serving multiple dwelling units must demonstrate compliance (with the commercial code. i 403,6 ; " " ;Heating and cooling equipment is: Heating: ; Heating: ;❑Complies ; [0112]z' isized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not y Ion loads per ACCA Manual i or ; Cooling: Cooling: other approved methods. ,❑Not Observable i Btu/hr Btu/hr ❑Not Applicable ; i t , F t t i t S 1 1 1 7 Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3^.J Low Impact(Tier 3) Project Title: Report date: 12/12/14 Data filename: \\vmware-host\Shared Folders\Documents\REScheck\355 Midway Road.rck Page 2 of 6 201"0'New YarkI Foundation Inspection Complies? Comments/Assumptions Energy 303.2.1 1 lExposed foundation insulation '❑Complies [FQ11.]2 !protection. ;❑Does Not ' ❑Not Observable; ! ❑Not Applicable 403.8 !Snow melt controls. ;❑Complies ; [FO7�2]2 ;❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: i 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 12/12/14 Data filename: \\vmware-host\Shared Folders\Documents\REScheck\355 Midway Road.rck Page 3 of 6 Section Plans Verified" Field Verified ;# Framing,/Rough-In.Inspection Complies, Comments/Assumptions &.Re q.l01 Value Value 402.4.4 :Fenestration that is not site built i❑Complies ; [FR20]1 :is listed and labeled as meeting j❑Does Not :AAMA/WDMA/CSA 101/I.S.2/A440 ( ; for has infiltration rates per NFRC S ;❑Not Observable ; :400 that do not exceed code x ❑Not Applicable ; limits. E : 402:4,5 ';IC-rated recessed lighting fixtures; I❑Complies ; [Fk.l6]2 .sealed at housing/interior finish ❑Does Not ;and labeled to indicate&It;= 2.0 cfm leakage at 75 Pa. ❑Not Observable ; ❑Not Applicable 403.2.2 ;All joints and seams of air ducts, ; J❑Complies ; [FR13]1 :air handlers,filter,boxes, and ❑Does Not ;building cavities used as return ff. ;ducts are sealed. ;" {❑Not Observable ; ;❑Not Applicable 4,g3.2.3; ;Building cavities are not used as i❑Complies ; [FR15]3 aducts or plenums. ❑Does Not " ' ` 1 ." IE]Not Observable ' J❑Not Applicable 403.3 ;HVAC piping conveying fluids ; R- ; R- ;❑Complies ; 10-1711 2 iabove 105°F or chilled fluids :- !❑Does Not ?below 55°F are insulated to R-3. ;❑Not Observable ; ❑Not Applicable 403A 'Circulating service hot water ; R- R- ;❑Complies pipes are insulated to R-2. : : :❑Does Not ;❑Not Observable ❑Not Applicable 4035 ;Automatic or gravity dampers are'(. ❑Complies ; [FRZ9]T installed on all outdoor air j❑Does Not intakes and exhausts. f ,❑Not Observable ; ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Report date: 12/12/14 Data filename: \\vmware-host\Shared Folders\Documents\REScheck\355 Midway Road.rck Page 4 of 6 2010 New York insulation Inspection Complies? Comments/Assumptions 'Energy : 303.1_ ;All installed insulation labeled or ❑Complies [IN13]2 =installed R-values provided. ;❑Does Not ❑Not Observable; ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2.. Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 12/12/14 Data filename: \\vmware-host\Shared Folders\Documents\REScheck\355 Midway Road.rck Page 5 of 6 section' Plans Verified Field Verified #" Final.lnspeetion Provisions Value Value Complies?' Comments/Assumptions & R,eq.1D . 402.4.2, ;Building envelope tightness ACH 50 = ; ACH 50 = ;❑Complies 402.4.2.1 verified by blower door test result; :❑Does Not [FI17]1 :of<7 ACH at 50 Pa.This ! ;requirement may instead be met ; ❑Not Observable via visual inspection, in which ; ;❑Not Applicable ; !case verification may need to ;occur during Insulation I Inspection. ; 403.2.2 ;Duct tightness via post- cfm cfm ;❑Complies [FI4]1 !construction with maximum !❑Does Not Q) !leakage of 8 cfm to outdoors, or ! !❑Not Observable 112 cfm across systems. For ; !rough-in tests,verification may ! ;❑Not Applicable ; need to occur during Framing ! Inspection,with maximum ; !leakage of 6 cfm across systems ! ! ;and 4 cfm without air handler. 403:1.1 !Programmable thermostats L .a ❑Complies ; [Fi9.]2 }installed on forced air furnaces. ❑Does Not ¢ ❑Not Observable i _ j❑Not Applicable 403.1.2. ;Heat pump thermostat installed i, ❑Complies [oI10]2 )on heat pumps. t_ IE]Does Not Aw, ` g ❑Not Observable f ,..,{❑Not Applicable 403:4 Circulating service hot water ;. ❑Complies ; TFiT1jz Isystems have automatic or ` f❑Does Not {accessible manual controls. ❑Not Observable ; t ❑Not Applicable 40.1.3- Compliance certificate posted. 4 ;❑Complies { � •,� �, #❑Does Not ; ❑Not Observable i I ;I❑Not Applicable 303:3' r"'"J Manufacturer manuals for ;" ;❑Complies f?h18:3 !mechanical and water heating ❑Does Not ! [ ] 9 ... :r d ;equipment have been provide . s� � - � i❑Not Observable ; ! i ❑Not Applicable Additional Comments/Assumptions: 1 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3� Low Impact(Tier 3) Project Title: Report date: 12/12/14 Data filename: \\vmware-host\Shared Folders\Documents\REScheck\355 Midway Road.rck Page 6 of 6 ti 2010 New York Energy Conse v tHan ConstrucUgon Code Energy fo'c'enc cerUficate Above-Grade Wall 15.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): Window 0.31 Door 0.39 Heating System: Cooling System: Water Heater: Name: Date: Comments REScheck Software Version 4.6.1 Compliance Certificate Project Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,148 ft2 Glazing Area 10% Climate Zone: 4 (5750 HDD) Permit Date: 10-14-15 Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Cases Lane Manzi Homes East Jeff Butler Cutchogue NY Jeffrey T. Butler, P.E., P.C. TOWN OF SOUTHOLD, NY 206 Lincoln Street Riverhead, NY 11901 631-208-8850 Compliance: 14.2%Better Than Code Maximum UA- 415 Your UA: 356 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home Envelope Assemblies droSS Area Cavity Cont. Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 985 38.0 0.0 .0.030 30 Ceiling 2: Cathedral Ceiling 155 21.0 0.0 0.048 7 Wall 1: Wood Frame, 16" o.c. 2,720 15.0 0.0 0.077 186 Window 1:Vinyl Frame:Double Pane with Low-E 262 0.300 79 Door 1: Solid 42 0.390 16 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1,140 30.0 0.0 0.033 38 Compliance Statement: The proposed building design described here is consistent h the building plans,specifications, and other calculations submitted with the permit application.The proposed building has b In d signed to meet the 2010 New York Energy Conservation Construction Co requirements in REScheck Version 4.6.1 and co ly with the mandatory requirements listed in ck,In,sperChvfkeKst l 14 W NenI5e-Title / �� T. BVI Date cp w w _Z 5 0734,9� PROFESS�O� Project Title: Report date: 10/05/15 Data filename: \\vmware-host\Shared Folders\Documents\REScheck\Calvosa MILLENNIUM CT LOT 2.rck Page 1 of 6 REScheck Software Version 4.6.1 Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section'` Plans Verified Field'Verified _# ,°Pre-Inspection/Plan Review- Complies? Comments/Assumptions,, Value 'Value. 103.2 !Construction drawings and []Complies [PRI]1 Idocumentation sufficiently ❑Does Not L. idemonstrates energy code IE]Not Observable compliance for the building ; ienvelope. ,. j❑Not Applicable ; 103.2, (Construction drawings and i❑Complies 403.7 documentation sufficiently i❑Does Not [PR3]1 ;demonstrates energy code �1 ;compliance for lighting and )❑Not Observable ; mechanical systems. Systems ' , i❑Not Applicable I Iserving multiple dwelling units ;must demonstrate compliance ; iwith the commercial code. i 403.6 Heating and cooling equipment is: Heating: Heating: ;❑Complies ; [PR2]z-- sized per ACCA Manual S based Btu/hr Btu/hr :❑Does Not ion loads per ACCA Manual J or approved methods. Cooling: Cooling: ,❑Not Observable other Btu/hr Btu/hr ; ;❑Not Applicable ; Additional Comments/Assumptions: 11 High Impact(Tier 1) 2..: Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 10/05/15 Data filename: \\vmware-host\Shared Folders\Documents\REScheck\Calvosa MILLENNIUM CT LOT 2.rck Page 2 of 6 201011 ew York Foundation Inspection Complies?- Comriments/Assumptions Energy. 3012`.=1. J Exposed foundation insulation ;❑Complies ; [FO11]2' jprotection. :❑Does Not ;❑Not Observable; ❑Not Applicable 403:8'm;ryZ,','.lSnow melt controls. ;❑Comp lies [F012jz ;❑Does Not ;❑Not Observable; ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) [2,:1 Medium Impact(Tier 2) 13,'1 Low Impact(Tier 3) Project Title: Report date: 10/05/15 Data filename: \\vmware-host\Shared Folders\Documents\REScheck\Calvosa MILLENNIUM CT LOT 2.rck Page 3 of 6 Section Plans Verified Field Verified # Framing /Rough-In Inspection Complies? Comments/Assumptions & Req.ID Value Value ° 402.4.4 ;Fenestration that is not site built �❑Complies ; [FR20]1 !is listed and labeled as meeting J❑Does Not ,IAAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC n J❑Not Observable ; 1400 that do not exceed code ;❑Not Applicable j limits. 402.4.5':°' IC-rated recessed lighting fixtures jElComplies [F1116]? :,;;sealed at housing/interior finish ElDoes Not i and labeled to indicate&It;= 2.0 cfm leakage at 75 Pa. a❑Not Observable ❑Not Applicable 403.2.2 !All joints and seams of air ducts, ❑Complies ; [FR13]1 lair handlers,filter boxes, and J❑Does Not building cavities used as return ll ❑Not Observable ; ducts are sealed. IE]Not Applicable 403:2.3 Building cavities are not used as I❑Complies [FR15]3ducts or plenums. ❑Does Not I I❑Not Observable �. i❑Not Applicable j 403.3 HVAC piping conveying fluids ; R- ; R- ;❑Complies ; [FR17]2 above 105°F or chilled fluids 1 :❑Does Not below 55 °F are insulated to R-3. ,❑Not Observable ; ❑Not Applicable 403.4 Circulating service hot water ; R- ; R- ;❑Complies [FR18]2 pipes are insulated to R-2. 1 '❑Does Not ❑Not Observable ; ❑Not Applicable 403:5',n,'-,"' ,6 Automatic or gravity dampers are't...,' [FR19]?;li installed on all outdoor air - ;❑Does Not intakes and exhausts. ! .I❑Not Observable i❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) r.2;, Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Report date: 10/05/15 Data filename: \\vmware-host\Shared Folders\Documents\REScheck\Calvosa MILLENNIUM CT LOT 2.rck Page 4 of 6 2010 New York Insulation Inspection Complies? Comments/Assumptions Energy 30,1"-1-":,,"1 All installed insulation labeled or ;❑Complies ; [IN1.3]2installed R-values provided. E Does Not COO- LL- UNot Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) I"2L',l Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 10/05/15 Data filename: \\vmware-host\Shared Folders\Documents\REScheck\Calvosa MILLENNIUM CT LOT 2.rck Page 5 of 6 Section Plans Verified Field Verified. # FinaliAnspection Provisions Complies? Comments/Assumptions &Req.ID Value Value 402.4.2, ;Building envelope tightness ; ACH 50 = ACH 50 = ;❑Complies ; 402.4.2.1 verified by blower door test result! :❑Does Not [FI17]1 !of<7 ACH at 50 Pa.This ❑Not Observable L� ;requirement may instead be met ' :via visual inspection, in which ;❑Not Applicable ;case verification may need to ; ;occur during Insulation Inspection. 403.2.2 ;Duct tightness via post- ; cfm cfm ;❑Complies ; [FI4]1 !construction with maximum : :❑Does Not leakage of 8 cfm to outdoors, or 12 cfm across systems. For ; ❑Not Observable , (rough-in tests,verification may : ; ;❑Not Applicable ; t !need to occur during Framing t t t Inspection,with maximum leakage of 6 cfm across systems :and 4 cfm without air handler. 403:1;1xProgrammable thermostats R ;❑Complies ; [FI9]?' " installed on forced air furnaces. ;❑Does Not ❑Not Observable ❑Not Applicable 403.1.2.., ` Heat pump thermostat installed : ❑Complies [FI10]?` ,6;ion heat pumps. ❑Does Not ❑Not Observable ; I ❑Not Applicable 403.4. ,Circulating service hot water ,❑Complies ; [Fill]? ;systems have automatic or 1EIDoes Not f accessible manual controls.at° ❑Not Observable , t ❑Not Applicable 401,3' Compliance certificate posted. ?` ❑Complies ; ❑Does Not ;❑Not Observable J❑Not Applicable 3}033= I Manufacturer manuals for • ;❑Complies ; [F118]3 !mechanical and water heating ❑Does Not lequipment have been provided. ❑Not Observable , ! i❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2°, Medium Impact(Tier 2) 3•, Low Impact(Tier 3) Project Title: Report date: 10/05/15 Data filename: \\vmware-host\Shared Folders\Documents\REScheck\Calvosa MILLENNIUM CT LOT 2.rck Page 6 of 6 2010 New York Energy Conservation Construction Code Energy Efficiency ertiicat Insulation Rating R-Value Above-Grade Wall 15.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Glass& Door Rating U-Factor SHGC Window 0.30 Door 0.39 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments I IIIIiII IIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIII IIII . - IIIIIIIIillllllllllllllil SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DECLARATION/DOP Recorded: 11/29/2006 Number of Pages: 5 At: 01:10:10 PM Receipt Number 06-0114862 LIBER: D00012480 PAGE: 817 District: Section: Block: _ Lot: 1000 109 .00 06 .00 1009 .001) EXAMINED AND CHARGED AS FOLLOWS `✓'�� Received-the Following Fees For Above Instrument Exempt Exempt Page/Filing $15.00 NO Handling $5.00 NO COE $5. 00 NO NYS SRCHG $15.00 NO TP-584 $0 .00 NO Notation $0 .00 NO -Cert.Copies $5.00 NO RPT $30 .00 NO SCTM $0.00 NO Fees Paid $75.00 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL Judith A. Pascale _ _ _ _ County Clerk, Suffolk County Tu?s 7 r.-.rr-—a- 1 th A. i as=n_r? This document will be public Cr- LFRK OF record. Please remove all _UFFOLK COU14W L D `O-012480 Social Security Numbers F 817 prior to recording. Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps 3 FEES Page/Filing Fee Mortgage Amt. 1. Basic Tax Handling 5. 00 2. Additional Tax TP-584 Sub Total Notation Spec./Assit. or EA-52 17 (County) Sub Total �,J Spec./Add. EA-5217 (State) TOT.MTG.TAX R.P.T.S.A. 0 i Dual Town Dual County Held for Appointment Comm. of Ed. 5. 00 p ': m Transfer Tax Y� Affidavit ��, Q * Mansion Tax C�edC��- ' The property covered by this mortgage is or will be improved by a one or two NYS Surcharge 15. 00 family dwelling only. Sub Total Other YES or IVO _ O Grand Total � If NO, see appropriate tax.clause on Page# of this instrument. 1000 F100010900 0600 009001 4 Dist. 5 Community Preservation Fund Real Property RPT S Tax Service ( LPA A Consideration Amount $ Agency "OV-0 Verification CPF Tax Due $ 6 SatisfactionsMischarges/Releases List Property Owners Mailing Address Improved RECORD &RETURN TO: Steven E. Losquadro, P.C. Vacant Land 649 Route 25A Suite 4 TD Rocky Point, NY 11778 TD TD Mail to: Judith A. Pascale, Suffolk County Clerk 7 Title Com anYnl'ormation 310 Center Drive, Riverhead, NY 11901 www.suffolkcountyny.gov/clerk Co.Name Title# - - tWR'pe Rte.q9�r ��^1 ,�f(RyF-s9-+e-��-c- xi'- := ..-; ..-„-N ..-rs ;m-4• "� c^_ -^-u"• T.n.. Y;.....o. �L v1J'B1lL -jA,SLI 4 ,b p E%j_j3,ks+uN 1;�' Page/Filing Fee ( i Mortgage Amt. 1. Basic Tax Handling 5. 00 2. Additional Tax TP-584 Sub Total Notation Spec./Assit. �O or EA-52 17 (County) Sub Total Spec./Add. EA-5217 (State) TOT.MTG.TAX Dual Town Dual County R.P.T.S.A. Held for Appointment Comm. of Ed. 5. 00 m Transfer Tax Affidavit �, � 4 Mansion Tax The property covered by this mortgage is :C:ertified Copy or will be improved by a one or two NYS Surcharge 15. 00 5family dwelling only. Sub Total YES or NO Other ASGGrand Total If NO, see appropriate tax clause on page# of this instrument. 1900 1000 10900 0600 009001 4 Dist_ 5 Community Preservation Fund PT Real Property R LPA A Consideration Amount $' ' Tax Service 9-NOV-0 Agency CPF Tax Due $ Verification, Improved 6 Satisfactions/Discharges/Releases List Property,Owners Mailing Address RECORD &RETURN TO: Vacant Land Steven E.- Losquadro, P.C. 649 Route 25A TD Suite 4 Rocky Point, NY 11778 TD TD Mail to: Judith A. Pascale, Suffolk County Clerk 7 Title Company Information 310 Center Drive, Riverhead, NY 11901 . Co.Name www.suffolkcountyny.gov/clerk Title# 8 Suffolk Count Rec®rdm* & Endorsement Page This-page forms part of the attached Amendment to Covenant & Restriction made by: (SPECIFY TYPE OF INSTRUMENT) Manzi Trust The premises-herein is situated in SUFFOLK COUNTY,NEW YORK. TO In the TOWN of Southold Town of Southold In the VILLAGE or HAMLET of Cutchoque BOXES 6 THRU 8 MUST BE TYPED OR PRINTED,lN BLACK INK ONDY-_-:P:RIOR TO RECORDING OR FILING_ (over) AMENDMENT TO, ; DECLARATION OF COVENANT AND RESTRICTIONS T S DECLARATION made on this day of N o vay p'a , 2006 by John Elcias Trustee of the Joseph G. Manzi,Jr.,Irrevocable Trust, dated February 28, 2000, herinafter referred to as DECLARANT, as the Owner of premises located directly north of Cedar's Road in Cutchogue,New York 11935 and described(herein after referred to as the PREMISES)as SCTM No. 1000-109.00-06.00-009.001, who desires to restrict the use and enjoyment of said PREMISES and has for such purpose determined to impose on said PREMISES covenants and restrictions and does hereby declare that the PREMISES shall be held and shall be conveyed,subject to the following covenants and restrictions: 1c1C�2 CCeSS i5 a0.1t�4�QtW i4 WHEREAS, DECLARANT has previously filed with the Suffolk County Clerk covenants and restrictions in Liber 12467 at page 209, and the DECLARANT hereby seeks toamendthe covenants and restrictions filed only to the extent set forth herein; and WHEREAS,the Planning Board of the Town of Southold consents to the amendment of the covenants and restrictions upon said land; and NOW, THEREFORE,the DECLARANT,its successors and/or assigns hereby sets forth the following covenants, agreements and declarations against the above described property: 1. The DECLARANT hereby agrees that access to lot 1 shall be from cedar's Road. 2. The previously filed Declaration of Covenants and Restrictions, as recorded in the Office of the Suffolk County Clerk in Liber 12467 at page 209, will _ remain valid,with the exception of the noted change. 3. All of the covenants and restrictions contained herein shall be construed to be in addition to and not in derogation or limitation upon any provisions of local, state, and federal laws, ordinances, and/or regulations in effect at the time of execution of this agreement,or at the time such laws, ordinances and/or regulations may thereafter be revised, amended, or promulgated. 4. This document is made subject to the provisions of all laws required by law or by their provisions to be incorporated herein and they are deemed to be incorporated herein and made a part hereof, as though fully set forth. 5. The aforementioned restrictive covenants shall be enforceable by the Town of Southold, County of Suffolk and/or State of New York, by injunctive relief or by any other remedy in equity or at law. The failure of said agencies to enforce the same shall not be deemed to affect the validity of this covenant. 6. These covenants and restrictions shall run with the land and shall be binding on the DECLARANTS,their successors and assigns, and upon all persons or entities claiming under them, and may be terminated,revoked or amended only with the written consent of the majority plus one of the Southold Planning Board, or its successor body,following a public hearing. 7. If any section, subsection,paragraph, clause,phrase or provision of these covenants and restrictions shall,by a Court of competent jurisdiction,be adjudged illegal, unlawful, invalid,or held to be unconstitutional,the same shall not effect the validity of the covenants as a-whole, or.any part or provision hereof other than that part so adjudged to be illegal, unlawful,invalid, or unconstitutional'. ,7n Elcik, as Trustee - o " ACKNOWLEDGMENT State of New York ) ):ss.: County of Suffolk ) K COUNTY CLERK'S OFFICE STATE OF NEW YORK SS.: COUNTY OF SUFFOLK I, JUDITH A. PASCALE, Clerk of the County of Suffolk and the Court of Recorff �ther of, do hereby -certify -that I have compared the anne ed with th original '1'1Fiti J bI C64 RECORDED in my office on under LIBER 1 qT'O ........PAGE ..'Rt7......and, that the same is a true copy thereof, and of the whole of such original. In Testimony stimony Whereof,Ia�kereunto set rqy hand and affixed the seal of said Countyand Court on this ..... ......da of./�_.. FW-f f............ 20.06.. CLERK(2"d .:..�. y Schedule A Page 1 ALL that certain plot, piece or parcel of land, situate, lying and being at Cutchogue, in the Town of Southold, County of Suffolk and State of New York, more particularly bounded and described as follows: BEGINNING at the intersection of the westerly line of New Suffolk Road (or Lane) with the northerly line of Cedars Road; THENCE from said point of beginning: RUNNING THENCE along the northerly line of Cedars Road the following (2) courses and distances: 1) South 80 degrees 19 minutes 30 seconds West 169.70 feet; and 2) South 73 degrees 39 minutes 50 seconds West 153.95 feet to lands of Caberon Properties, Inc; THENCE along said last mentioned land the following (8) courses and distances: 1) North 09 degrees 19 minutes 30 seconds West 198.76 feet; 2) North 80 degrees 06 minutes 40 seconds East 69.85 feet; 3) North 09 degrees 53 minutes 20 seconds West 112.72 feet; 4) North 77 degrees 53 minutes 30 seconds East 85.97 feet; 5) North 09 degrees 53 minutes 20 seconds West 373.95 feet (deed) 353.50 feet (actual); 6) North 63 degrees 12 minutes 40 seconds West 190.17 feet (deed) 201.84 feet (actual); 7) North 38 degrees 27 minutes 20 seconds West 204.74 feet; and 8) South 69 degrees 31 minutes 30 seconds West 72.24 feet to the easterly line of Case's Lane; THENCE along the easterly line of Case's Lane, North 17 degrees 00 minutes 00 seconds West 73.36 feet to the lands of Swiatocha; THENCE along lands partly of Swiatocha and partly of Milius, the following two (2) courses and distances: 1) North 78 degrees 59 minutes 20 seconds East 211.81 feet; and 2) North 80 degrees 06 minutes 40 seconds East 293.07 feet to the westerly line of New Suffolk Road; n Schedule A Page 2 THENCE along the westerly line of New Suffolk Road, South 09 degrees 53 minutes 20 seconds East 343.60 feet to lands of Richard L. Horton; THENCE along said last mentioned land South 80 degrees 06 minutes 40 seconds West 150 feet to a point in lands herein described; THENCE partly along the lands of Richard L. Horton A.F. Cain, R. H. Case, C. Novitt and Axin (formerly Sauer), South 09 degrees 53 minutes 20 seconds East 500 feet; THENCE from said point North 80 degrees 06 minutes 40 seconds East 1,50 feet to the westerly line of New Suffolk Road; THENCE along the westerly line of New Suffolk Road, South 09 degrees 53 minutes 20 seconds East 172.10 feet to the point or place of BEGINNING. WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL FOR WALL OPENING PROTECTION OF120 MPH 3-SECOND WIND GUSTS ( MAXIMUM MEAN ROOF HEIGHT: 35') I j , SHUTTER ASSEMBLY N.T.S. FOR PANEL SPANS: 0<4'0 WIDE SPAN °,I.' °, z z 23/32"APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD 1 \ (OVERLAP AROUND OPENINGS 4") I I O 0 ASSEMBLY: °,1,, I W mATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ I I #10x3" (w/WASHERS) GALVINIZED OR STAINLESS STEEL I I WOOD SCREW @ 16" O.C. I I `n a I I ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: ` #10 TEE NUTS ATTACHED TO BLDG. w/#10x1-1/2 (W/WASHERS) D DD MACHINE BOLT @ 12" O.C. I ,r ° I °' w rL AUG 2 2 2016 � I TUn DING DEPT. el TOWN OF SOUTHOLD I°I II . II II I I , 1%, I°I MULTIPLE SECTION ASSEMBLY: w w 1 1 1/4" THICK BOLTS s 2' OG toI F I o I I I 1 1 52'6" I II I I w I 11 1 m II I II I,'• I 20"0" 32'6" 10, I 1 �;' 101 I 1 I I I 4'6" 8' I I" 12'9" 6'4" SHUTTER ASSEMBLY1 1 I I N.T.S. I�' law�,,• 1oll FOR PANEL SPANS: I I I I I I I 4' OR WIDER SPAN 1 I I I I I 1 I II I STEP STEP , Iwi tV` I i II I 1 23/32" APA SPAM-RATED 48/24 SHEATHING GRADE PLYWOOD I I I PLATFORM, PLATFORM,—. (OVERLAP AROUND OPENINGS 4") I I I 1 STEPS AND RAIL 5/4"x6"DECKING STEPS AND RAIL 5/4"x 6"DECKING X I TO GRADE PER CODE TO GRADE PER CODE 2x4 STRONG:-BACKS -v 24" OC 11�'• 1,1 3'0" W LL of I I 2-2x1 HDR i 303ODH 6068 SLIDER Q [f) ASSEMBLY: (� I1 � ��-----, iJ— 111 � O I). PREASSEMBLE PLYWOOD TO 2x4'5: • 10x3" (w/ WASHERS) GzALVINIZED OR 1 p ? , 2-2x10 HDR STAINLESS STEEL WOOD SCREW °1 12" O.G, o VENT i------ -- - ------ ---- -------- 2), ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ °I, - O EXT L U DRY � sINK � D.W. _� °IOx3" (w/ WASHERS) GsALVINIZED OR STAINLESS STEEL I �' 8' CL HGsT. V 'uj N WOOD SCREIW 10 16" O.C. I F•D/ O O 1K z J 1-L r 6'0" a 25'6" Q cel ALTERNATIVE FASTNER FOR SHUTTER TO BUILDINGS: (AO _�., 010 TEE NUTS ATTACHED TO BLDG, w/ °10x1-1/2 ( W/ WASHERS) ' ' a " {(� MACHINE BOLT g 12 __.,..r. .O.C. tK O 2-2x10 KITCHEN LL BREAKFA$T R o o O pui w X � � 8' CLG�, HGT, N -1 1 8' CLGs. HCsT, i� �, O Lu 2'8,. RANGE - a N ,On _ z 0 O O I --------LINE___---LINE OF FLOOR ABOVE ►1 i0 d Q Q N O O •---------- ---------- C14 ' lu OLm x O I 2 0" 6' 10" 8'4" 14'0" U-- N N (V ;I N V U- 4" t�9 Jyp F,I e CLO- �a5 2-2x10 3'0"HDR BEARING WALL 2,6„ - - - - 4-2x4 r 4-2x4 F POT 2-2x1 HDR EF 2-2x10zD t NG`�INEER: osr > I 1 1/2"x14" POWE BEAM NEW Y r - - - - - - - 2-1 3/4"X11 1/8" EAR( G WAL O I LIVING ROOM (2x10 RIDGE3030YE) BEARINGS ALL - F- N ^ Q'I PUJDR _ LVL F.J. N 8' CLGs. HGT. Q �G (Y; 8' CLG�, HGsI, E.F. .. 1- I o 9' 5,4„ ® 3'6,. 1 2 8 3 0,. d 6'0„ 2'0„ i w 8. ILI CeOQ LL , "n 2 R GARAGE �Pv � ul, U 1% z, N , 075/8" F,C, GWS ON d w " W S\\21 WALLS AND CEILING6WALL 2 ® p PER CODE: - e - I N 0 am t..✓r U _ z I ° JEFFREY T. BUTLER, P.E. DD CN x 'I U I r I N r N — — PREFAB, ZERO CLEARANCE • ------ -------------------------------- O M I — u LINE(OF FLOOR ABOVE _ — - x ' GRAS FIREPLACE - - p e DINING ROOM __:;I1____ I WITH 16" HEARTH PER CODE 0 } 11 PROVIDE FRESH AIR INTAKE 3-2X8 HDR. ' rLL 8' CLGs. HGsT. ABOVE N ' AND GLASS DOORS PER CODE 2-2x10 NDR 2-2x10 HDR O WI VERIFY SIZE 2X8 R.R. 3050 DH 3050 OH 'n 0 I Lu I 11 , f ` p Q o I �, I � 2X6 G.J. I Lu 0i o } z u N U 2-2x10 HDR 16 O.C. �; I Q Q ° 0 2x10 HDR Q (n Q Z Z m 1068-3068-1068 3050-2 DH cp 1-1-1 Ip d Ll a m ' x o !? 12'2" � U � V •-------------------------- --� Qi O U LINE OF FLOOR ABOVE O � O O tu N 11 X `—Q X `—Q COVERED PORCH 0 2p� odd \O� 4`? N N @ 5/4" X 6" DECKING 2-2x10 HDR 1;� � I ` , o � v ~ 3-2X8 HDR, 3-2X8 HDR. 3-2X8 NDR, U 3450 DH - - - - - - - - - - - - - - - - - - - - - - - - - - O N O O STEPS AND RAIL 6" DECORATIVE LL p TO GRADE PORCH POST, 0 PER CODE ANCHOR PER Q DETAIL, TYP. z J 6'0" 8'4" 5'8" 2'2" 2'2" 4'2" 9'2" 6'4" U .41 o FIRST FLOOR FLAN 20'0" 2'3" _1_2'0" _1_ 4'4" 2'0" 2'3" 19'8" 2'0" LIVING AREA = 1,008 5Q,FT, y GARAGE AREA = 440 SQ,FT, 52'6" SEE DETAIL SHEET FOR FRONT P0RGI4 AREA = 185 SQ,FT, "� PAGE : HIGH WIND CONNECTION INTERCONNECT PER CODE REQUIREMENTS e CARBON MONOXIDE DETECTOR 4 O f ONE PER FLOOR c') �� z Q 0 0 m w d) N Q A 46'8" m z � o � N 9 14'2" 32'6" j r QC oJ' 6'0" 8'6" 4'9" 13'3" D AUG 2 2 2016 BUILDING DLPT. TOWN OF SOUTHOLD � w A (D EXIT 3050-2 DH 2640 2640 2 2-2x10 HDR - 2-2x10 HDR TUB/SHOW �' TUB/SHOWS W U V 66 0 11'4" 5,0" 3'6" U U 5'0" 5'6" 4" S N MASTER e w m BATHBATH N N N S CLC-:. HCKU � 0 8' CI-G, HGT, O m X X r N N # �tiAT O 71(7 o U 5'7" 5'�„ 210- BEDROOM 3 w.c. CGS c i GL CL 8' CLG. HGT. 2'4" o �RAI�� X 5'0„ 11'6" 5.0„ C.O. 2'4" 2'4" W Q a nLQ FRAME WALTO m Llj O V 0= 2X10 RIDGEBOTTOM OF J. I w/ 0 N o @ - 2X10 RIDGE - — - 1U w r o ll — - - — - N o 15'8" I 01 ctl ►[ BEDROOM *4 r ll 8' CLG. HGT. Q I O I )( lil gi O - 72° k, u ' N 1'4" MASTER BEDROOM S oa N CL CL – tu I @ CATH. CLG. 2-2I z X10 HDR 13' 10" 2-2x10 HDR 2'6" c ll ' O p- BEDROOM M2o r I m dl 5'0 ' CLG:. HGT. >U (Y ^ (Y O oc 2-2x10 HDR 8' O O IN c I `� u- ft 6 IDff 3050-2 DH 1 1 3-2x 10 co to EXIT e (9w'/ I \hyo (X N 6 �o, %512'2" `� N ENGINEER: OF EW N + �� C) 4 Lu Q' w +/ N y Jxl g `T� �� T. UjlO,p� 0 O (K 2-2x10 HDR 3-1 3/4"x 9 1/2" LVL UPSET I �I Y4, W - — - — - — - 2x8 R.R. N 2x8 R,R, r- CL 4-2x4 - - — - — -4-2x4 3040 DH g 16'� ' O,G g 16" O.C. - (� ' 2-2xIG1 HDR 2 W POST _ I 2x� 8 R,R, P05t 2x8 R.R. a '- 1, 0.E. g 16 O.C. i CT6 2x6 R.R. ' 2x6 R.R. 3050-2 DH Q NPV ,.��SS�� JEFFREY T.yBUTLER, P.E. dy 2-2x10 HDR ryo� c-i 345ODH l A ExIT z A lu e Q _ oQ 0- 7'3" 6' IV" 2' 2'2" 4' 2" 4'2" 5'0" 5'0" u- O U 14,2" 2'3" 2'0" 4'4" 2'0" 2'3" 8'4" 10,0„ 1'4" Q Z Z m o (P 4 Luz 46'8" } O N O LU = Q d U ::3 SEE DETAIL SHEET FOR HIGH WIND CONNECTION SECOND FOORPLA i v JU REQUIREMENTScA O LIVINCx AREA = 1200 SQ,FT. O � N INTERCONNECT PER CODE CARBON MONOXIDE DETECTOR e ONE PER FLOOR z c z OL o W U N o FAGS : TABLE 8300 TABLE 8301.5 D ES I G I� CRITERIA: NOTE: THESE DRAWINGS ARE INCOMPLETE WITHOUT DETAIL SHEETS (ADDENDUM TO DRAWING SET). ALLOWABLE DEFLECTION OF MINIMUM UNIFORMLY DISTRIBUTED LOADS (PSI) WIND SUBJECT TO DAMAGE FROM WINTER AIR ICE SHIELD USE/ STRUCTUAL MEMBERS GROUND SEISMIC FROST SPEED EXPOSURE DESIGN REEZING UNDERLAYMENT FLOOD LIVE DEAD ROOF UPLIFT LOAD WALL SHEATHING USE/ HEIGHT FIRE AREA TYPE OF SNOW DESIGN LINE STRUCTUAL MEMBER ALLOWABLE USE LIVE LOAD LOAD LOAD SUCTION LOAD CLASSIFICATION LOAD (MPH) CATAGORY GATAGORY WEATHERING DEPTH TERMITE DECAY TEMP INDEX REQUIRED I-IAZARDS CONSTRUCTION DEFLECTION EXTERIOR BALCONIES 6O 11 MODERATE SLIGHT TO FROM 1998 PERIMITER EDGE ZONE - 31,2 psf EDGE ZONE - 29,1 psf FIRST FLOOR - 1019 5Q,FT, -T DECKS 40 20 psf 120 13 C SEVERE 36 TO HEAVY MODERATE 11 599 TES FIRM MAPS 40 psf 20 psf INTERIOR ZONE - 29,6 psF INTERIOR ZONE - 24,6 psf SFD 26-9 SECOND FLOOR - 1002 SQ,FT. TYPE v RAFTERS HAVING SLOPES GREATER THAN 3/12 PA55ENGER VEHICLE GARAGES 50 WITH NO FINISHED CEILING ATTACHED TO RAFTERS LASO ATTICS WITHOUT STORAGE 10 ATTICS WITH STORAG=E 20 TABLE 8301.6 2010 NEW YORK STATE CODE: To the best of my knowledge, belief and professional INTERIOR WALLS AND PARTICIANS H/180 ,judgement, these plans and/or specifications are to SEE DETAIL SHEET FOR ROOMS OTHER THAN SLEEPING ROOMS 40 MINIMUM ROOF LIVE LOADS IN POUNDS-FORGE HIGH WIND CONNECTION L/360 SLEEPING ROOMS 30 These plans have been drawn in accordance with compliance with the 2010 Energy Conservation FLOORS AND PLASTERED CEILINGS 40 PER SQUARE FOOT OF HORIZONTAL PROJECTION p Construction Code. REQUIREMENTS STAIRS New York Building State Code, 2010 Edition as ALL OTHER STRUCTURAL MEMBERS L/240 GUARDRAILS AND HANDRAILS 200 TRIBUTARY LOADED administered by the Town of Southold. �4 e-1 AREA IN SQUARE FEET � �„� ,' pACTUAL FINISHED GRADE EXTERIOR WALLS WITH PLASTER OR STUCCO H/ 0 FOR ANY STRUCTURAL All non-en ineered lumber to be Dou las Fir 2 or better �s � r sy. FINISH MEMBER 9 g # ,�_ p,,,.�' . MAY VARY DEPENDING ON EXTERIOR WALLS-WIND LOADS WITH BRITTLE L/240 EXISTING GRADE CONDITIONS 0 To FINISHES ROOF SLOPE 200 2600 600 k11:114>p'' + Y Y'fi EXTERIOR WALLS-WIND LOADS WITH a FLEXIBLE FINISHES L/120 FLAT OR RISE LESS THAN 4 INCHES PER FOOT(13) 20 16 12 t����`4�\ NOTE. L- SH PAN LENGTH, - SPAN HEIGHT P w� v RISE 4 INCHES PER FOOT(1:3)TO LESS THAN "3S�\ Z�A���'A • ra ^RRA n: cm` €(h 12 INCHES PER FOOT(I:I) 16 14 12 A, THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 01 TIMES � � ® r�A E _ THE COMPONENT AND CLADDING LOADS FOR THE PURPOSE OF THE RISE 12 INCHES PER FOOT(I:1)AMC)GREATER 12 12 12 � p C+? J DETERMINING DEFLECTION LIMITS HEREIN, ` t OF�i��U t r,.,`, 1144~ O ri`f:✓.,G {L- -.�. i' i 1-!Y C U!LDjN0, DEPF,RT�,I; NT AT CD 7! 6. i n,,2 P ATO 4 P"Li FOR T!{r CONT RIDGE VENT,TYP. CONT RIDGE VENT,TTP. I '_>,.LCNIN'G IISPECT10,NIS: 1. -Cl1'") TION - 0 REQUIRED oN FOR z POURED CONCRETE 2. FOt.)C, i - FRAI:rING E: PLUie40ING 3. !NSULATION _I2-- i. Ffl,!AL - CONSTRUCTION MUST ASPHA T OOF SHIN L S(TY ) — - FE COMPLETE FOR C.O. ALL CONSTRUCTiON SHI ALL MEET THE _ — REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPOheSIBLE FOR DES!GN OR CONSTRUCTION ERRORS. - ------------------ 01 ----- -- - N U1 0 tj S (1 } OP OF PLATE C'01 m.i-i-`f ,V(.II_!-�1 s 1L.I_ BODES OFF r' . :W YO K STATE & TOWN CODE W F LA REQUIRE® u U I �, ° ac W o .��i ITtLf�l n TantAiAl Di AAIi,II�I(`nnA R � 0—,,11, U,71e I F I I _E$ g ------ APRON FLASH-TYP_ TOP OF SUBFLOCRA A A P� �� O R — ' - —TOP OF CEILING 'O JC(v' USE IS UNLAWFUL • WITHOUT CEn 11FICATEv OF OCCUPANCY 0_ 0o WOOD PLATFORM, j y LLL Li LJ S O xl O O.H.D. STEPS AND RAIL 111• Q c l PER CODE _ (� WOOD PILATFORM, PLUMBING lJ— 0 n/ SIDINGINYL srEPs AiNo RAIL _"- ALL PLUMBING'WASTE r N PER CODE -- —_ WATER LINES NEED — - - —TOP of suBFLooR s= TESTIING BEFORE COVERING GRADE — - — _ —TOP OF FOUNDATION GRADE L m O z 8" P.C. FOUNDATION WALL ON 16 X 8 P.C. , , , UMBER CERTIFICATIONo 14)a FOOTING, 3500 PSI, TYP, ; ; ; �ULLEADCO TENTr FC)ri } z CIS� --------------- --------------; -------------------------------------------------------------------------------------- -------------------------_--------- ---- - - - -TOP OFFCOTING -- ---------- ---------------- --------------- CG:RTiFIVP'4TE'`llFl1C�C[JPii✓1`'CY O O •---------------- --------------r----------------------------------------------------------------------------------------------------------------------------r-----r •-------------- -------------------_--------•�------------------�-----------------------------------------a CV OOLDIER USED IN WATER lu 0. SUPPLYSYSTEVI CANNOT FRON�1T ELEVATION. RiGHT SIDE; ELEVATION EXCEEDzy00�1g� �.��o. IL IL ENGINEER: TRUSS PLACARDING REQUIRED pF NEW y0 �n�°nom£ g ';"d ARE E.ECMED 12 I Contact 7"", "^c:rir�4t?G5-1.560 i�efare 'A * .� w Backfill, C, ,' gide Engineer's Certification 1 w z that the drainage has been instalted to Code. C3 — — — — — — JEFFRE ER, P.E. TOP OF PLATE — - - — Q � O STEP FLASH ALL _ :I: } '-- OOF WALL m cR1c:ICEr INTERSECTIONS, TYP a t Q -- LU o z LLL�j I I-U m O o _— Q ►- u o cD zz � m LU Q Q O Q z _ _ N m TOP OF SUBFLOOR — - _ — - ++- __4 j TOP OF CEILING 7 - — Q (LU O O O LU q n 0 O v1 O o WOOD PLATFORM, O STEPS AND RAIL PER CODE iR- O F O - u } � p H z � W TOP OF SU15FLOOR — - N p GRADE TOP OF FOUNDATION — - _ — GRADE ---------------------------------------------------------------------- �_- TOP OF FOOTING - - - _ — -----------------_------_--------------------------_--_-----------------------_-------------------------_------------------------------------------------ - ---+ ~- - ----------------------------------------------------------- • O LE FT SiDE; ELEVATION. REAR ELEVATION. TABLE R402,2 4" VTR MINIMUM SPECIFIED COMPRESSIVE 39 WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL STRENGTH OF CONCRETE -------- MINIMUM _--_-_MINIMUM SPECIFIED --------------------------------- 1 �� FOR WALL OPENING PROTECTION OF120 MPH 3-SECOND WIND GUSTS P COMRESIVE STRENGTH (FSC) 1 ' LAV 5-1oa ( MAXIMUM MEAN ROOF HEIGHT: 35') NAILS SHOWER/ 3„� TUB SHOWER // WEATHERINNG POTENTIAL TUB TYPE OR LOCATIONS OF SECOND FLOORU o CONCRETE STRUCTURES NEGLIGIBLE MODERATE SEVERE - 3„ 2n 1 3„ 2 2 t 2.t �- BASEMENT WALLS, FOUNDATIONS AND OTHER CONCRETE NOT SHUTTER ASSEMBLY e' EXPOSED TO THE WEATHER 2,500 2,500 2,500 •---_---- --- ------------------ _ 3 fl J . BASEMENT SLABS AND INTERIOR SLABS ON GRADE, EXCEPT ' -”-'_``----- N T S e 2,500 2,500 2,500 LA ------i---- /I , GARAGE FLOOR SLABS FOR PANEL SPANS: I I IIf� ' � - 0<4'0 WIDE SPAN BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND / 3, 0° ' OTHER VERTICLE CONCRETE WORK EXPOSED TO WEATHER 2,500 3,000° 00NAILS MAIN FLOOR W, 1 23/32"APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD PORCHES, CARPORT SLABS AND STEPS EXPOSED TO THE WEATHER, AND GARAGE FLOOR SLABS 2,500 3,000°'E 3,500°�//p if 2" (OVERLAP AROUND OPENINGS 4") 2° 311 2" FOR SI: I POUND PER SQUARE INCH = 6.898 KPA. ' ASSEMBLY: A, AT 28 PSI, ATTACHING STRUCTURAL PANEL:FASTEN TO BUILDING w/ B. SEE TABLE R301,2(l) FOR WEATHERING POTENTIAL, __• FAI 10x3" w/WASHERS)GALVINIZED OR STAINLESS STEEL C. CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING 3 WOOD SCREW @ 16"O.C. DURING CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE D. C,O. , SIMPSON STRONG-TISI D. CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: I 1 °" ' ' 1 Q I /� #10 TEE NUTS ATTACHED TO BLDG.w/#10x1-1/2 (W/WASHERS) HS SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 1 PERCENT, ' HURRICANE TIE MACHINE BOLT @ 12"O.C. ,• E. SEE SECTION 8402,2 FOR MINIMUM CEMENT CONTENT. ' COC,O � , , , ' TO AN APPROVED I z 411 1SANITARY SEPTIC SYSTEM l Ile ° ` I °' w0.° CAST IRON ` HOUSE TRAP PLUMBING RISER DIAGRAM (NTS) J Ill SHINGLE RIDGE CAPS RIDGE VENT II I II I �. � loll, 101, d) SECTION ASSEMBLY: EXHAUST AIR l I I A MULTIPLE STIA SHINGLES—� SI I/4 THICK BOLTS a 2' OG ROOF HEATHING !TYP.) II Il }W FELT PAPER d'" II I I II II I I w RAFTER II II I I ll ul I .• I IW II II IN I dI II, I SHUTTER ASSEMBLY.41 RIDGE BEAM N.T.S. laol' IN s' loll' FOR PANEL SPANS: • I�' RiDGE VENT DETAIL l l I I I I II 4' OR WIDER SPAN I I I I I II II V I I Imo' lal� ((�� I� l 11._ 23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD (OVERLAP AROUND OPENINGS 4") l l I I ; X 11 -4 2x4 STRONG-BACKS A 24" OCI Imo,• Ul lel' % 1 1 le' ASSEMBLY: I l I I (� 1: tt1 I), PREASSEMBLE PLYWOOD TO 2x4'8: 0 IOx3" (w/ WASHERS) GALVINIZED OR t Q l l STAINLESS STEEL WOOD SCREW 6 12" O,C, 51'4 2), ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ i— °10x3" (w/ WASHERS) GALVINIZED OR STAINLESS STEEL I l N Y T^ PROVIDE ANCHOR BOLTS AT EACH CORNER WOOD SCREW 16" O.G, 18" DIA x MIN 48" DEEP SIMPSON HDU 5 (TYPICAL) - SEE DETAIL SHEETS S" THICK X 4'0" HIGH I TO UNDISTURBED SOIL ALTERNATIVE FASTNER FOR SHUTTER TO BUILDIN3: PROVIDE 5/8" ANCHOR BOLTS 32" O,G, MAX, P.C. WALL ON 16" X 8" P.C. PIER WITH 6x6 GCA 010 TEE NUTS ATTACHED TO BLDG, w/ 010x1-1/2 ( W/ WA5HER5) O 0 WITHIN I' OF EACH SPLICE IN SILL PLATE 16"x8" FOUNDATION POURED CONCRETE FOOTING, TYP. POST TO DECK GIRDER. MACHINE BOLT -m 12" O.C. X ANCHOR PER DETAIL SEE DETAIL SHEET FOR INSTALLATION VENT, TTP. 8 PLCS. Q LU ----------------------------------------------------- --------------------------------------_----------- ----------------------------------------------- SHEET, TYP, IQ Z • C v p v C 4 v c 'C7 v �1 v c • ' , n O O ' • - o• pd p d - o• d Dad ° �• pd - pd D d °_ ---- o• pd D d a• pd t, d o• pd D o• pd • D d °' I 3 1 1 1 < d 1 1 1 1 1 - - 1 1 14UJ +•1 8" X 16" PILASTER, ---• -- ° �------ ° N ± i TYPICAL 1 ° •----- v A Z ID 1,x&Imo'6"CODJ. ' I;W U... N O j � 1 Is7 �''4 EXCAVATED CRAWL SPACE _� ;°_____ 11 1 c.L.of 00 D , O f- _ , , ('J{ DOOR AR ibvE o = 2" P.G, SLAB - 0 0 LU `r , I I , Q o §R FOUNDATION WATERPROOFING AND DAMPPROOFTNG 06 D rp = ua to - 1 1 a Q" ENGINEER: � .4 ' G 'A A 1'V ��OF NE� O (X Al 1:Z §RR406.1 Concrete and masonry foundation dampproofing.Except where required to be waterproofed by§RR406.2,foundation walls that retain V. T. B �O 1 1 9,g„ earth and enclose habitable or usable spaces located below grade shall be L........ dam oofed from the to of the footingto the finished grade. Masonry <� ' ' ' `'' walls hall have not less than 3/8 inch 9.5 mm ortland cement ging * p applied to the exterior of the wall. The parsing shall be dam roofed with P` ( )P P' I p l 1 0 1 qt 11 n 7t 11,t Ot 0„ 7, 11 n 7, 1 I n 1 1 dra / O 1 ni •----_� a PP� 1 1 1 < a bituminous coating,3 pounds per square and I.63 k /m2 of ac lic C7cr 1 ' ' ' EAM POCKET ' ' ' ' ' ' �� 1 °� , modified cement,I/8-inch(3.2 mm)coat of surface-bonding mortar complying M W 2-1%" x 1176"L_VL.GIRDER' ' 2-Ids" x 1176"LVL. GIRDER' ' 2-I`;s x 1116"LVL. GIRDER _ itl`' ?' 1 _ i _ _ -GIRDER.' _ _� _ - _ _ , , o , with ASTM C 887 or any material permitter/for waterproofing in§RR406.2. (f7 ap , ROUT SOLID •___ ___ - I —I I I Concrete walls shall be datnpproofed by applying any one of the above listed go 1 1 1 1 I 1 I 1 1 1 M 1 4 1 , D ' '-� ' ' FRAhIE--'--- •--- ---, `-`-' , , dampproofing materials or any one of the waterproofing materially listed in +p �> 93 C> N , , , , 2 I9."x 1176' LVL.GIRDER 2-14s x 1176"WL.GIRDER 1 1 BEAM POCKEr §RR406.2 to the exterior of the wall. P�,� - T_ �"�� - —� ry I OPENING I GROUT SOLID ' ' 00 $ION N 1 UNEXCAVATED 1 ' 4 1 ' ' ,- -*---- FOR HATCH 16"x8" CMU PIER ON ' ' §RR406.2 Concrete and masonry foundation waterproofing.In tineas where a ' GARAGE u n " high water table or other severe soil-Water conditions are known to exist, JEFFREY T. BUTLER, P.E, 1 1 I 2-F,J, 32 x24 xl2 POURED 1 p l exterior foundation walls that retain earth and enclose habitable or usable CONCRETE FOOTING, TYP. - o spaces located below grade shall be waterproofed with a membrane extending Q 1 , 2- 16"x8" CMU PIERS ON ' D ' from the to of the footing to the finished grade. The membrane shall 4 P.C. SLAB 48 x24 x12 POURED 1 ' ' 1 p 1 1 0 1 I II 11 n P a 6"x6" 10/10 W.W.M. ; ; CONCRETE FOOTING LL I tt I ILL ' consist of 2-ply hat-mopped felts,55 pound(25 kg)roll roofing,,6-toil O <p ON 4" POUROUS FI1-L1 1 I ea ; 2t 0,t (0.15 into)polyvinyl chloride,6-trail(0.15 mm)polyethylene or 410-toil(I tnm) } D , PITCH TO O.H.D. 1 1 1 1 1 polymer-modified asphalt. The joints in the membrane shall be 1 apped and m 1 1 1 • 1 � U 1 °' 1 sealed with an adhesive compatible with the waterproofing membrane. Q I I 40 0 LU D XCPON:Organic solvent based products such ahydrocarbons, 1.11- 4. rO a "I y chlorinated hydrocarbons,ketons and esters shall not be used for ICF U a NiX X 1 1 walls with expanded polystyrene form material. Plastic roofing,cements, Z � Z 1 ' MAINTAIN 36" MIN 1 , 1 I r� W N I I 'V' — 1 I I 1 = acrylic coatings,latex coatings,mortars and pargings are Permitted to (P O O be used to seal ICF walls. Cold setting asphalt or hot asphalt shall t }- ° DEPTH TO FOOTING ; ; ' = -i "� 1 '�t I ' ; ' ; °° a p P u O 1 7 t o conform to type C of ASTM D 449. Hot asphalt shall be appl iad ata Q n (^I II temperature of less than 200 degrees. wn LU Z O tip DROP FOUNDATION ; ° ; ' I ' ' ; ; §RR406.3 Dampproofing for wood foundations.Wood foundations enclosing LU .Q 9 z ' BELOW GA AGE F 00 ' ° ' I I I I ' e ' habitable or usable spaces located below grade shall be dampproofed in (�/ Q o M ' • _-___''_---_ __-_ -_�`-__' ' ' m ' accordance with§RR406.3.1 through§RR406.3.4, 1 1 1 1 O O D ______--_-{____________________ ___ i____________--______________ ____i ___ i D , §RR406.3.IPanel joint sealed.Plywood panel joints inthe foundation O Z VERIFY M.O. ' p p c --- p — p -` p c — p o ' walls shall be sealed full length with a caulking compound capable of UJ O 1 < • o• d . t, d ° v• d . D d ° - v. d . t, d °- v T - oa d . D d - o. d p d ° - o. d D d ° • ' producing a moisture-proof seal under the conditions of temperature and �(1 0 moisture content at which it will be applied and used. vO U 2x8 ACQI LED�sER 1 -i I §RR406.3.2 Below grade moisture barrier.A 6-toil-thick(0.15 rmm) }— U 1 A U 1 1 §88312 polyethylene film shall be applied over the below-grade portion of Y U GUARDS exterior foundation walls prior to backfilling. Joints in the O 0 =r 1 U = polyethylene film shall be lapped 6 inches(152 min)and sealed with (v LL ev §88312.1 Guards required.Porches,balconies or raised floor surfaces adhesive. The top edge of the polyethylene film shall be bonded to the M- .. X@ ; IS" DIA X MIN 48" DEEP located more than 30 inches(762 min)above the floor or grade below shall sheathing to form a seal. Film areas at grade level shall be protiected 9 - '` ' ,- 1% TO UNDISTURBED SOIL have guards not less than 36 incries(914 mm)in height. Open sides of from mechanical damage and exposure by a pressure preservati vely treated 11- OL m + ' 2A2x10 AG GIRDF ' , stairs with a total rise of more than 30 inches(762 mm)above the floor or lumber or plywood strip attached to the wall several inches above finish �_ _ _,_ , PIC. PIER WITH 6x6 GGA Pyµ' P' + r------------1- + FDUNDAT I ON VENTS l PER 8.408) grade below shall have guards not less than 34 inches(864 rmn) grade level and extending approximately 9 inches(229 min)bellow grade. Q POST TO DECK GIRDER. in hci htmeasured vertically from the nosing of the treads. Z .LINE OF D)?GK ABOVE € 3 $ The join[between the strip and the wall shall be caulker/full length Z ,ru ANCHOR PER DETAIL I CU.FT, VENT PER 150 SQ.FT. OF CRAWL SPACE AREA prior to fastening the strip to the wall. Other coverings appropriate to W '> SHEET, TTP, CRAWL SPACE AREA - 948 SQ,FT. §RR312.2 Guard opening limitations.Required guards on open the architectural treatment may also be used. Thepolyethylene film U Q a LLIO Y' U n 948 SQ,FT,/150 SQ,FT, 6,32 GU,FT. REQUIRED sides ofstainvays,raised floor areas,balconies and porches shall have shall extend down to the bottom of the wood footing plate but slhall not c;ly intermediate rails or ornamental closures that do not allow overlap or extend into the gravel or crushed stone footing. USE EIGHT l8) 16 x8" FOUNDATION VENTS SEE DETAIL SHEET FOR passage of asphere 4 inches(102 mm)or more in diameter. :Q 1,04 CU,FT, PROVIDED HIGH WIND CONNECTION §RR406.3.3 Porous fill.The space between the excavation and the REQUIREMENTS EXCEPTION:The triangular openings formed by the riser,tread foundation wall shall be backfilled with the same material used for 5'9tt and bottom rail of a guard at the open side of a stairway are footings,up to a height of 1 foot(305 mm)above the footing foir well- permitted to be of such a size that a sphere 6 inches(152 mm)cannot pass drained sites,or one-half the total backfill height for poorly draiincd through, sites. The porous fill shall be covered with strips of 30-pound(13.6 OPENING PROTECTION BY kg)asphalt paper or 6-toil(0.15 tom)polyethylene to permit water seepage FOUNDATiON PLAN ; WOOD STRUCTURAL PANELS Backfill shall not be placed against the while avoiding infiltration of fine soils. (01 1„ 41 t 0,t PERSUANT TO 1609.1,4, SEE wall untl I the wall has surf ielent strength §RR4063.4 Backfill.The remainder of the excavated area shall be FASTENING SCHEDULE ON and has been anchored to the Floor above, backfilled with the same type of soil as was removed during the 2 O DETAIL SHEET IN THIS SET or has been sufficiently braced to prevent damage excavation. by the backfill (Section R404,11) §RR314 §RR310.1.1 Minimum opening area.All emergency escape and rescue STAIRWAYS §RR309 openings shall have a tninitnutn net clear opening of 5.7 square feet(0.530 GARAGES AND CARPORTS m2)• §RR314.1 Width.Stairways shall not be less than 36 inches(914 mm)in §RR309.1 Opening protection.Openings from a private garage directly into clear width at all points above the permitted handrail height and below the a room used for sleeping purposes shall not be permitted. Other openings EXCEPTION:Grade floor openings shall have a tninitnutn net clear required headroom height. Handrails shall not project more than 4.5 inches between the garage and residence shall be equipped with a 45-minute fire- opening of 5 square feet(0.465 m2). (114 mm)on either side of the stairway and the ininiinum clear width of the rated door assembly equipped with a self-closing device. stairway at and below the handrail height,including treads and landings, §RR310-1.2 Minimum opening height.The tninitnutn net clear opening height shall not be less than 31.5 inches(787 mm)where a handrail is installed §RR309,1.1 Duct penetration.Ducts in the garage and ducts penetrating shall be 24 inches(610 mm). on one side and 27 inches(698 min)where handrails are provided on both the walls or ceilings separating the dwelling from the garage shall be sides. constructed of a minimum No.26 gage(0.48 min)sheet steel and shall §RR310.1.3 Minimum opening width.The minimum net clear opening width have no openings into the garage. shall be 20 inches(508 tun). Exception:The width of spiral stairways shall be in accordance with §RR314.5. §RR309.2 Separation required.The garage shall be separated from the §RR310.1.4 Operational constraints.Emergency escape and rescue residence and its attic area by horizontal or vertical separations openings shall be operational from the inside of the room without the use §RR314.2 Treads and risers.The maximum riser height shall be 8-1/4 inches conforming to§RR309.2.1 and§RR309.2.2. of keys or tools. (209 min)and the minimum tread depth shall be 9 inches(229 min). The riser height shall be measured vertically between leading edges of the adjacent §RR309.2.1 Vertical separations.Where partitions are used to separate treads.The tread depth shall be treasured horizontally between the vertical vertically an attached garage from a dwelling or its attic,the partition planes of the foremost projection of adjacent treads and at a right angle to assembly shall have a 3/4-hour fire-resistance rating. §RR315 the tread's leading edge. The walking surface of treads and landings of a HANDRAILS stairway shall be sloped no steeper than one unit vertical in 48 units EXCEPTION:In lieu of providing partitions that have a 3/4-hour fire- horizontal(2-percent slope). The greatest riser height within any flight resistance rating,one layer of 5/8-inch-thick,Type-X,gypsum board RR315.1 Handrails.Handrails having minimum and maximum heights of 34 of stairs shall not exceed the smallest by more than 3/8 inch 9.5 mm maybe a be installed on the garage side and one layer of 1/2-inch-thick, inches and 38 inches(864 min and 965 tin),respectively,measured vertically The greatest tread depth within any flight of stairs shall not exceed the Type-X,gypsum board maybe installed on the opposite side. Application from the nosing of the treads,shall be provided on at least one side of smallest by more than 3/8 inch(9.5 min), shall be in accordance with§RR702.3. stairways. All required handrails shall be continuous the full length of the stairs with two or more risers from a point directly above the top §RR314.2.1 Profile.The radius of curvature at the leading edge of the §RR309.2.2 Horizontal separations.Where horizontal construction is riser of a flight to a point directly above the lowest riser of the flight. tread shall be no greater than 9/16 inch(14.3 min).A nosing not less than used to separate the garage from the residence or its attic,such Ends shall be returned or shall terminate in newel posts or safety 3/4 inch(19.1 min)but not more than 1-1/4 inches(32 min)shall be construction shall be protected with one layer of 5/8-inch-thick,Type-X, terminals. Handrails adjacent to a wall shall have a space of not less provided on stairways with solid risers. The greatest nosing projection gypsum board,installed in accordance with the requireinents of§RR805.1. than 1.5 inches(38 mm)between the wall and the handrail. shall not exceed the smallest nosing projection by more than 3/8 inch Openings in horizontal separations shall not be permitted except where the (9.5 min)between two stories,including the nosing at the level of floors residence is otherwise protected by vertical separations. Where the §RR315.2 Handrail grip size.All required handrails shall be of one of and landings. Beveling of nosing shall not exceed I/2 inch(12,7 min). horizontal separation is a floor-ceiling assembly,the structure l or sloped from the underside of the leading edge supporting the separation shall also be protected by not less than 5/8 the following types or provide equivalent graspability. Risers shall be vertica of the head above at an angle not more than 30 degrees from the inch(15.87 min)Type-X gypsum board or equivalent. Type I. Handrails with a circular cross scction shall have an outside vertical. Open risers are permitted,provided that the opening between diameter of at least 1-1/4 inches(32 tin)and not greater than 2 inches treads does not permit the passage of a 4-inch-diameter(102 tin)sphere, §RR309.3 Floor surface.Garage floor surfaces shall be of approved (51 min), If the handrail is not circular it shall have a perimeter noncombustible material. z dimension of at least 4 inches(102 tin)and not greater than 6-1/4 inches EXCEPTIONS: (160 min)with a maximum cross section dimension of 2-1/4 inches(57 min). The area of floor used for parking of automobiles or other vehicles shall be eD 1.A nosing is not required where the tread depth is a minimum of 1 I sloped to facilitate the movement of liquids to a drain or toward the main on Type II. Handrails with a perimeter greater than 6-1/4 inches(160 min) inches(279 min). vehicle entry doorway. (K shall provide a graspable finger recess area on both sides of the profile. The finger recess shall begin within a distance of 3/4 inch 2.The opening between adjacent heads is not limited on stairs with §RR309.4 Carports.Carports shall be open on at least two sides. Carport (19 mm)treasured vertically fi om the tallest portion of the profile and a total rise of 30 inches(762 min)or less. floor surfaces shall be of approved noncombustible material. Carports not achieve a depth of at least 5/16 inch(8 min)within 7/8 inch below the open on at least two sides shall be considered a garage and shall comply widest portion of the profile. This required depth shall continue for at §RR314.3 Headroom.The minimum headroom in all parts of the stairway with the provisions of this section for garages. least 3/8 inch(10 min)to a level that is not less than 1-3/4 inches shall not be less than 6 feet,8 inches(2032 nun)treasured vertically from (45 mm)below the tallest portion of the profile. The minimum width of the sloped plane adjoining the tread nosing or from the floor surface of the EXCEPTION:Asphalt surfaces shall be permitted at ground level in the handrail above the recess shall be 1-1/4 inches(32 mm)to a maximum landing or platform. carports. of 2-3/4 inches(70 tom). Edges shall have a minimum radius of 0.01 inch (0.25 mm), §RR314.4 Winders.Winder are permitted,provided that the width of the The area of floor used for parking of automobiles or other vehicles shall be tread at a point not more than 12 inches(305 mm)from the side where the sloped to facilitate the movement of liquids to a drain or toward the main treads are narrower is not less than 10 inches(254 min)and the minimum vehicle entry doorway. width of any tread is not less than 6 inches(152 min). The continuous U1 §RR407 handrail required by§RR315.1 shall be located on the side where the §RR309.5 Flood hazard areas.For buildings located in flood hazard areas COLUMNS tread is narrower- as established by Table RR301.2(1),garage floors shall be: } Ul §RR407.1 Wood column protection.Wood columns shall be protected against §RR314.5 Spiral stairs.Spiral stairways are permitted for interior use 1.Elevated to or above the design flood elevation as detennined in W decay as set forth in§RR323. as a component of the means of egress from a habitable room,a basement or §RR327. L an attic,provided the minimum tread width shall be 26 inches(660 min)with §RR407.2 Steel column protection.All surfaces(inside and outside)of each tread having a 7-1/2-inch(190 min)minitmun tread depth at 12 inches 2.Located below the design flood elevation provided they are at or steel columns shall be given a shop coat of rust-inhibitive paint,except (305 min)from the narrow edge. All treads shall be identical,and the rise above grade on all sides,are used solely for parking,building access, for corrosion-resistant steel and steel treated with coatings to provide shall be no more than 9-1/2 inches(241 min). A minimum headroom of 6 feet, or storage,meet the requirements of§RR327,and are otherwise W corrosion resistance. 6 inches(1982 min)shall be provided. A spiral stair is not permitted to constructed in accordance with this code. be the only means of egress from a story of a building. §RR407.3 Structural requirements.The columns shall be restrained to prevent lateral displacement at the bottom end. Wood columns shall not be §RR314.6 Circular stairways.Circular stairways shall have a tread depth less in nominal size than 4 inches by 4 inches(102 min by 102 mm)and steel at a point not more than 12 inches(305 min)from the side where the treads columns shall not be less than 3-inch-diameter(76 mm)standard pipe or are narrower of not less than I I inches(279 mm)and the minimum depth of equivalent. any tread shall not be less than 6 inches(152 tom). Tread depth at any walking line,measured a consistent distance from a side of the stairway, EXCEPTION:In Seismic Design Categories A,B and C columns no more than shall be uniform as specified in§RR314.2. 48 inches(1219 mm)in height on a pier or footing are exempt from the bottom end lateral displacement requirement within underfloor areas §RR314.7 Illumination.All stairs shall be provided with illumination in enclosed by a continuous foundation, accordance with§RR303.4. ( 1♦ 51'4" §RR314.8 Under stair protection.Enclosed accessible space under stairs V shall have walls,under stair surface and any soffits protected on the enclosed side with 1/2-inch(12.7 tin)gypsum board. n §RR314.9 Bulkhead enclosure stairways.Stairways serving bulkhead X 17'4" 13'4" 12'4" 8'4" enclosures not part of the required building egress and providing access from the outside grade level to the basement shall be exempt from the !L requirement,;of§RR312,§RR314 and§RR315 when the maximum height from the basement finished floor level to grade adjacent to the stairway is covered by a bulkhead enclosure with hinged doors. •� WOOD PLATFORM, �I� W. STEPS AND RAIL SEE DETAIL SHEET FOR r r CV PER CODE PIG W WIND CONNECTION 2421 DH 3056-2 DH 3056-2 DH IU (1) Y r REQUIREMENTS __4 - __ P- r - -li 2-2X10 HDR. 2-2X10 HDR.11 ct1 MECHANICAL nRNA E •t-D.W.-1_ AA O 5/5" F.C. GWB ON WALLS AND CEILINGS o Ha1d©wlrs&Tanslon Tlas - ® O � M� • w "°?"''"5°1,uy.."'R�-°''^f!'?"sytr'9-.."r s a "�R,?t" ♦ 0 W t» �f-s' .x,' ;."t•; r. 'tri: iii 111 PER GODS V Z BREAKFAST AREA Mp: T .:,.. .. a .s.. ,�, ;:.T• ,,' r:. :':8,• r:n a�'x " 1 � IU �[ ... .... , .._,,.: ,t.,✓ ..t:•�.t�',:y".�M`,y-,.., rm.i`�r,Ti',�',bii•`'-:'y :-,�":,�,:: ® 8'0„ CLG. HGT. o Q g tiea� x.. ._ .._.: : Q t _ J LU Rv O TWs product is preferable to similar cormeclars because of i ` O tV r U e N Q G 'ili rw..� �t- . o 4'- r' a)easier lnsianation,b)higher)oads,c)Power installed cost, I _ ve vui t1 ea (L tlu p S T m trk ti' , or a combination of these features. ti+cub r Tidckness +•- m KITCHEN x O " b� -' r"' n, `9 � u ® e o � ° N � � HDU Hnldo'.vns are pre-deflected during the manufacturing � 1� o O ANNE „ process,virtually eliminating deflection tinder load due to material stretch. Sb GLGs. HC,T. d ^ _ They use Simpson Strong-Ties'Strong-Drive)screws(SDS)which install :;nu�a°�ring ® ®t( o o 00 easily and provide reduced fastener slip.Using SDS screws results in puivns6' ° a t"' stedwPost y TECO ALL FLUSH `* greater net section,whon compared to bolts,as no material is removed. ro� ac";,per �1 t4 . y g ~ CONNECTIONS The FIDU series of holdowns are designed to replace previous versions �,:. l Rod Ea . ::;;ilu r of the product such as PHD's as well as belted holdovins.The HDU2,4 "i a' 1ndForare moredirect formreplacements al on on holdown n options,contact e PHD2.5 And Simpsonrespectively.Strong-Tie. y �E r SPECIAL FEATURES: , eek �;,_:_.,�•;,�+y � .,:_�; :. 3'8" Q •Pre deflected body virrually eliminates deflection due D HDUent ^�® r -SEARIN�s ALL 3-2x10 UPSET TO CARRY C.J. _ - - _ _ _ _4-1 3/4_ x 11 '1/8 LVL HDR._ _ - _ _ - i to materia!stretch. ;<z_ ,' Ia ¢rr= Q` RF• _ 2-¢-- a •Uses SDS screws vat ch install easily,reduce fastener slip, 6,1[2,495 IR. „,;Pi:'` 2 I t PREFAB ZERO CLEARANCE .� 2=2X10 HDR. 2-2x10 HDR. J p y �- a-z. °. �aEY T, B 00 `, xl0 RIDGE .. _ r - - , } provide a greater net section area of the post compared to bolts. "'•`"' °'<°'° •' -��`�`--�- -'•+. BI^ckloQ i;,;;-:•, (� 0 _ M - - - - - - - - - - - r 3 0" _BEARING= WALL_ _ _ 6 0 _ _ ^ IHATGH Td 4-2x4 POST -1 o h the ho'dou,is to ensure _ _ _ _ GAS DIRECT PENT FIREPLACE •SDS screws are supplied with GARAGE __ __..._._�_ _ _ _ _ _ _ _ _ _ = proper fasteners are used. O N N 2-2X10 H R. 2-2X10 HDR. }{,Rq�(_H TO GIRDER WITH 16' HEARTH PER CODE v_ r G p p N •No stud bolts to countersink at openings. Mln(mam ,t�,, A 5/5" F.C. Gm `v I SPACE I PROVIDE FRESH AIR INTAKE x MATERIAL:See table FINISH:Galvanized Poai v,"� Typical HOU Tie C� - -- sizahy ® TeR,rm Between Floors Z ! cc ON WALLS AND CEILING s ® e _ _ _ AND C=LASS DOORS PER CODE Nl INSTALLATION: •Use as speditd fasteners.See General Notes. D lgner ' ;otess _!;. N W PER CODE N C� o C O -�L-0--- VERIFY SIZE - i� •For use in vertical and horizontal applications. o N •No additional washer required. 10'0" 5'6 10'2" 4'4" ___ Q __ 16'0" •To tie multiple 2x members together,the Designer must determine i° a 3 3 0 the fasteners required to join the members to act as one unit LAUNDRI' o without splitting the wood.See page 20 for SDS values. n7 ce ;8 ..G Pj. Horizontal HDU FSSI NPS• ° I I •See SB and SSTB Anchor Bolts on „. ,t, Offset Installation ♦ "'� L u W/D ci I I GREAT ROOM pages 27-29 for anchorage cpt'ons. (Plan View) For holdowns,per ASTM test �,-_,, a o VENT :o (XII •SOS screws Install best vdth a art-:_- standards, o Q 8'0" CLG. HGsT, a low speed high torque drill with anchor bolt nut should = JEFFREY T. BUTLER P.E. • 0 DINING ROOM I I c p a?&'hex head driver. be finger ht plus;ra to;z turn with ( T'`';;il." 2'4' a D R e a O I I D •Refer to technical bulletin a hand%wench,with consideration - ti - o• u o S'O" CLGx. HCrT. )( r T-APICHORSPEC for post-instalied given to possible future wood ., �.: Q m a NII anchorage solutions{see pane ! shrinkage.Care should be taken to "� ^ x o } ~ NII DO 191 for details). not over-torque thn nut.Impact = o CODES:See page 12 for Code Reference wrenches should not be used. Vertical HOU Installation Sea footnote 7 m o POWDE m I I Key Chart. O FOYER O! #'C. Dimensions ! vA PRihhnom Alluwa6leTenshin Loads(Ibs.) N 2- / / H Q I Fo Model 6a - _ . lin.)..!.- -`Anchor Deflection . ::.... Woad -;;:- (160)' a ;: FastLLeners - -,,lvlember ,:• "`. Cade.; 13 4'x11 l 8 LVL DR. Na. _ tar. --�__- r r -� .Oetlectiooat,T: pet, z OI fM a1T H B 1 rr SO ' BoltOia, j SDS' ` Thickness pF/SP SPFJHF, Allowable or W.G. NII - - - - - -I -- i_(in_)_ Screws ( ) ---� ; in „ r ---.. : f in. - 8'O x'1'0 O.H.D. -_---- - - - -- - � -- -----.` +-------�-------- -- w (�: _:.. ___ O a N HD112 SDS2.5 ! 14 3 8r:'+s I 34a , '." 1 is 6 SDS i'<'x2'z' ! 3 3075 22-15 0.086 1LU O O 2-2X10 HDR. 2-2X10 HDR. 2-2X10 HDR. --__--------_---�--------._.__. _._..._._._ .__._. __ __-- -. _.__.. _ N 2-2X10 ND -_S_DS 114 3 I'l.ie 3YA ! 1=:• s---T--- - -- - - - - ---- --- Q --------r-- --- -_�__ -__ Iia-L- /s X10-SOS_/a'x2iz_M1^3` 4565 _ 3265- 0.114 a LU HOU5-SDS2.5 14 3 13?4c, 3i: 1 ''/• 1I/_a 1 ix j 14-SDS'/.'x2,/,' i _ 3 5645 4065---- 0.115--- Z Oj 3036DH 3080-2 pH i 1068-3 68-1068 r 3080-2 DH s 1 t -3 3980 4305 0.084 I z . Q7 z a 2x6'G.J. K HD IJ SDS2.5 i.10 B 1641i; 3Fa ., 1 V2' I N 1 20-SDS 11n'x21/z' : _k ,.'sir- ` L24, a 16 O.G. j. -- 4Yz V _.787ps6s- +'Du173 6F5 4 Q o - -r--- ---- - _. ! COV RED ____�.:___:_ _ _. u. ._.t _ O O HOUll-SDS2.5 10 3 22A 3iz 30-SDSria'x2-Yz' i--5'i: _ 9535 !6865- 0.137- ` ^ LU = O 7'/a 11175 8045 0.137 u X I HDU14=5D52.5 7 3 25,,y,ci' 3V l 1g,; 1 s ; t' 136-505 4"x2'i' '7/4 - _ 7439oy _10360____G.177 w ::�. I _-. . 1' i i t Syza� 149250 -'10745 ...-1._-..-:0.177 _ 5/4 X 6 EPING r I ,- _...____.1._.._.-__.1_.._...__-...^_m. '- a.._.._....._.:..... _ 1` 1.1.1 .Q � O r 2X8 R.R. r X8 R.R r ? 1.All wable loads have been inc,eased fol earthquake or wind load durations with fasteners.Holdowns shall be Installed centered along the width of the attached post, O U O e 16 o.G. 16 O. 5X5 POST, no further increase allowed:venue¢where other load durations govern. 5.Tension values are valid for holdcliuns flush or raised otf of sill plete. ANCHOR PER N 2.The Designer must specify anchor bolt type,length and embedment.See SB and 6.Deflection at Highest Allowable Tension Load includes fastener slip,holdown }- STEPS AND RAIL SSTB Anchor Bolls(pages 27-29).Refer to technical bul'o'.in T-ANCHORSPEC fur v v o elongation,and anchor heft elongation(L=6').Additional elongation of anchor tolls DETAIL SHEET, reh'otit anchor solutions(see page f9f forde(ails). shall be accounted for by the Designer when holdowns are raised higher ilian 6'. O TYP. 3.Structural composite lumber columns have sides that shove ei.her tate wide face er the 7,Tabulated leads may be doubled when the HDIJ is installed on opposite sides of theTO GRADE � � edges o,the lurcher stra;rds, eneers Values in the cables reflect installation imo the (v �i PER CODE c wise tace.See technical bulletin T-SCLCOLUP,4d fur vaiu�s on the narrow face(edge) wood mamhar provided either the post is largr.enough to prevent opposing holdown a� sc r screw interference or the holdowns are offset to eliminate screw interferences. (� ( ��page I9Y for details) CD.aN 4.Post destgr,by Soeciher.AllowFble load values are based on a minimum wood member $•Noted HOU14 allowable loads are based on a 5'fz'wide post(6x8 min.} !1- LL o tiuckness in the d:rertio:i of the fasier,or pr:nairation.Posts may consist of multiple 2x All other loads are based on 3're'wide post minimum. O = m l members provided they are gesignea to act as one unit independently of the holdown B.Requires heavy hex anchor nut to Achieve tabulated loads(suppli,od with boldoun). _' U 5'4" 51011 31411 7'11" SPY 12'2" 8'4" " V Yl Ole - [tutu!: - - .w,e,r •Lgq'3.`� .'rf:.r'b i.7'..s :..Q•`.ir',',..Ii:4-1F7 0 :" t `.# ,th FLANFIRST FLOOR I LA 1 The t'HD Series of pre deflected holdowns are being SEE DETAIL SHEET FOR replaced by HOU holdowns.For specifications that I I�I�I� ��� _ �O�g GQ ��I 51'4" HIGH WIND CONNECTION call for a PHO,contact Simpson Strong-Tie far L I�l 7 REQUIREMENTS equivalent HOU models.See above for details on the IIDU series of pre-deflected holdowns. GARAGE GE = 252 SQ. FT. ACTUAL FINISHED GRADE ;~: 37 SMOKE DETECTOR MAY VARY DEPENDING ON PAGE : INTERCONNECT PER CODE EXISTING GRADE CONDITIONS e CARBON MONOXIDE DETECTOR O¢ ONE PER FLOOR 1 2x12 RIDGE 2x10 RAFTERS 1/2" CDX SHEATHING: 15" FELT SEE DETAIL SHEET FOR ASPHALT ROOF SHINGLES HIGH WIND CONNECTION CONT RIDGE VENT 4" VTR REQUIREMENTS '"_.-T-T-''' � ROOF VENTILATION 1:300 OF THE INSULATED CEILING AREA UNIFORMLY DISTRIBUTED I♦ ` I �.� EAvE PROTECTION TO EXTEND FROM THE _ _ --•-- _ - EDGE OF THE ROOF, 36" UP THE SLOPE ' ,.:. BUT NOT LESS THAN 12" BEYOND THE INTERIOR FACE OF THE EXTERIOR WALL LAY LAVLAv 12 TUB TUB TUB BAFFLE A5 REQUIRED FOR ROOF VENTILATION � ' Simpson Strong-Tie „ �c 11tC 2x4 G.T. • 16 O.G. LssuzBu u 17 Li SECOND FLOOR 2.. 2.. 3" 2.. 211 2" 3" 2" ATTIC 3" ------ 3" R-30 INSULATION ----- - L4v - - --- TOP OF PLATE— - - — " ' SK , 1/2 GWB W:C. IN 1X6 FASCIA, WRAP 1'0" OVERHANGD.W. D.W. CONT VENT SOFFIT (VINYL) MAIN FLOOR 2.. 3" 2.. 2.. 2.. 1/2" GWB 3 BEDROOM *3 BEDROOM 02 2x4 STUDS R-15 INSULATION 1/2" OSB SHEATHING __. FAI z TYVEK HOUSEWRAP C.O. \ O VINYL SIDING , W 3/4 TtG SUBFLOOR G.O. C.O. TOP OF SUEsFLOOR� _ _ 4" TO AN APPROVED TOP OF CEILING— ' " — 1/2" GWB SANITARY SEPTIC SYSTEM CAST IRON SEE DETAIL SHEET HOUSE TRAP FOR CONNECTION REQUIREMENTS INCLUDING 4-13/4" X 11 -1/8" LVL PLUMBING RISER DIAGRAM (NTS) CONNECTOR AND NAILING TECO CONNECT ALL F.J. 0 ani 0o Q GREAT ROOM m N W F O 3/4" TtG SUBFLOOR w TOP OF SUBFLOOR — - fA TOP OF FOUNDATION— _ - — O R-30 INSULATION ' Lu LLIGRADE � 2-144"x 1176° M ° ; ••• LVL GIRDER CRAWL SPACE ITCH GRADE AWAY 7 .4 ,� ROM FOUNDATION i I .N O ' •� P 2" .C. SLAB :. 2-2x6 ACQ SILL —�• — ' ' I; .. . .. .. .. •. .. 5/8" ANCHOR BOLTS a 36" O.C. TOP OF FOOTING •' a L••',•de SILL SEAL ____: °•v�• COPPER TERMITE SHIELD • SECTION _ 8" " C FOUNDATION (3000 PSI) 8"x16I6" GONG. FTG, IS"DIA x MIN 48"DEEP DAMPROOF BELOW GRADE 41 0„ , TO UNDISTURBED SOIL SEE DETAIL SHEET FOR -� P.C.PIER WITI4 6x6 GGA ANCHOR BOLT SPACING % X POST TO DECK GIRDER. ANCFJOR PER DETAIL 8'4" 12'2" 13'5" T 1" Lu LL SHEET,TYP. . LIA ff O r � — r � � r 3050-2 DH 2436 DH 3050-2 DH 2-2X10 HDR. u o - XIO H 2-2X10 HDR. Q ULcq APPROVEDX O FLUE W.G TUB/ Q ° ` in E HOWCLO, p ® _ M L� rA z E.F. o �rN OO N 16 0 7 10' ' 2 0" 13'6" Q u 6 BATH o O Lu p- �' O O _ BEDROOM 02 D O r o N 8'0" CLGS. HGST. @ `t u M MASTER 2'6"' 1'6" 6 tK U- (K U Zt O uj _o BEDROOM 5'2" 2'4"11 3'0" 12'6" `� c X cv a'0" CLG. HGT. = ENGINEER: � N 2x12 RIDGE_ ° _ _ 5,FFaEY T �L N - - - - - - - - - - - - - - - - - -U - - - - - - - - - - - - - - - �- 2-2X10 HDR, A INC A 2-2X10 HDR. 2-2X10 HDR. _ _ 2'6,. —� eGO TO" 2'6" -2x10 UPSET BEARING WALL N n tL m y (y Zt ` •ATT( BEDROOM 03 - A90 ��349 MASTER s OWER Cis I p 8'0" CLG. HGT, u N o N N\.�� o BATH A E - o JEI=F UTLER, P.E. - � 8'0CLG. HGr. 6 o N UI °' W.I.G. � m 6'0" 9'S" O 7'S" �O 16-0" O x N o TUB, VERIFY x8 R.R. 2x8 R. AND MO 16" O.C. 0 16" O.G, o • Z z m ( AYOVER) i (LAYOVER) O 2-2X10 HDR. 2-2X10 DR. t 2-2XICI HDR. . 2-2X10 HDR. Q p a 3050-2 DH 3036 DH Z Oi } 2030 OVL 3050-2 DH Z m (TEMPERED) LuW. n Lu :r X �- -► uu t OrJ O U -A 314" 7' 11" 9'3" IT 2" 8-411 N - LL O > O = m - u � v Q 411011 O -9 w u N o SEE DETAIL SHEET FOR SECOND FLOOR FLAN�I� HIGH WIND CONNECTION REQUIREMENTS LIVING AREA = 1002 5Q, FT, GS PAGE : OPENINPROTECTION BY SMOKE DETECTOR � INTERCONNECT PER CODE WOOD STRUCTURAL PANELS PERSUANT TO 160'9.1.4, SEE � O C,14RBON MONOXIDE DETECTOR FASTENINGS SCHEDULE ON e ONE PER FLOOR DETAIL SHEET IN THIS SET FACE OF FOOTING 2x4 CONTINUOUS LATERAL BRACE AT 6' O.C. TRUSS OR CEILING JOIST 2-I0d NAILS I GABLE END TRUSS 111 W IL U � � cp t 0 1 10-Sd --� NAILS P/3 BUT NEED NOT H 5d COOLER NAILS AT 10" O.C, /� EXCEED 40 FT. MAX, X\��`��\\/\`\ BRACESLOCK TH 4 IONAILED TO EACH HJ2 BUT NEED NOT ��� NAILS EXCEED 15 FT. MAX, GYPSUM BOARD \\j/%\jXN\ly/% 5d COOLER NAILS AT l" O.C. z 20 GAUGE STRAP 0 10-8d NAILS j W FOUNDATION CLEARANCE FROM SLOPES FIGURE R403.1.-1.1 ENDWALL STUDS ENDWALL JOISTS G AISLE ENDt ALL IBRACING i N A, A (WFCM FIGURE 3,la) o BLOCKING N W BLOCKING—< z �i EXTERIOR OR BEARING WALL SECTION A-A TOP PLATES FLOOR f3RAGING AT END IBAY8 STUD I ' I I //II-- ll NOTCH GREATER THAN (WFCM FIGURE 3.1ob) 50% OF THE PLATE WIDTH BORED HOLE MAX 16d NAIL AT 24" O,C, GYPSUM BOARD U. DIAMETER 60% 16 GAGE (0.054") AND 1.5" WIDE OF STUD DEPTH METAL TIE ACROSS AND TO EACH SIDE OF THE NOTCH WITH 8-16d :3; -� 5/8" MIN, TO EDGE NAILS EACH SIDE ` X -4 5/8" MIN. TO EDGE WOOD STRUCTURAL PANELLL LL INSTALLED IN ACCORDANCE Lel %D >– WITH NAILING SCHEDULE O ad NAIL AT 6 O.C. (K CjJ CA NOTCH MUST NOT EXCEED TOP PLATES ad NAIL AT 4" O.C. (ALL PANEL EDGES) (TABLE 3,1, WCFM HIGH WIND EDITION) r N 40% OF STUD DEPTH = JU d) r N ad NAIL AT 12" O.C. ON ALL FRAMING MEMBERS NOT ATd jX m PIPE 12" MAX, PANEL EDGES :mm � O BORED HOLES SHALL NOT—/ (a) OUTSIDE CORNER DETAIL int X NAILS BASED ON % Lu BE LOCATED IN THE SAME lvd� IA Z ffJ CROSS SECTION OF CUT OR SHEAR WALL REQUIREMENTS ad NAIL AT 6 O.C, NOTCH IN STUD TOS' PLATE FRAMING TO ACCOMMODATE FIFINC� GYPSUM BOARD � , IALL PANEL EDGES)—\ Qcill D CEILIN M G:7 CENTER 2x BLOCKING V NOTCHINGCAND eORD0LLIMITATIONS REQUIRED ON SHEATHING JOINT IL WALLS IALL15/32 WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANEL W FOR INTERIOR NONIBEARINC S ON GABLE FACE AND ON WALL BELOW JINSTALLED IN ACCORDANCE BASED ON SHEARWALL REQUIREMENTS 16d NAIL AT 24" O.C. WITH NAILING SCHEDULE R: (WFC:M 2001 SfBC HIGH WIND EDITION //�� I I ' /� I /� I (TABLE 3,1, WCFM HIGH WIND EDITION) G ABLE ENDU ALL eALLOON FRAMING ad NAIL AT 6" O.C. ON ALL � FPEY t. 6 �Q RAFTERS AND CEILING , FRAMING MEMBERS AT PANEL H ^ )� G01- ROOF JOISTS OR APPROVED ROOF TRUSS PREFERRED METHOD EDGES AND 12 O.C. ON ALL n 9 � FRAMING MEMBERS NOT AT � ' � PANEL EDGES 2 TOP PLATE SECOND STORY lij TOP PLATE- (b) INSIDE CORNER DETAIL .o 034 3 SEE DRILLING AND JOIST IS PERMITTED TO NOTCHING PROVISIONS EXTERIOR CORNER FRAMING S 0N4 BE CUT OR NOTCHED WALL STUD- JEFFREY T. BUTLER, P.E. TOP PLATES FLOOR JOIST- BETWEEN THESE LIMITS SEE DRILLING AND SEE DRILLING AND A BOTTOM PLATE NOTCHING PROVISIONS NOTCHING PROVISIONS WFCM SECTION 3,4,1.1,1 WFCM SECTION 3.3,1.1,1 1/3 SPAN 1/3 SPA m JOIST ENDS TO BE O `n o 1 F— BLOCKED AGAINST WALL WALLLu ILLa STUD O T ROTATION IN ACCORDANCE ROOF FRAMING DOUBLE TOP PLATE 4 WALL 4" 4" 2" U 0 a WITH WFCM 3,3,1.3-END RESTRAINT Z cp z ll�FOR BLOCKING AND 3.3,1,4 BRIDGING , 61 O u o BORED HOLE MAXTOP PLATE BAND JOIST AND BRIDGING /\ ccQ Q o DIAMETER 4090 OR BLOCKING SEE WFGM SECTION 3.3 TUB — Z OF: STUD DEPTH I , Z r RIPPLE STUDS 21" CLEARANCE 30 ui Q ? Z BEARING Fc TUD TO RAFTER CONNECTION Q O o CLEARANCE 24 HEADER OR FLOOR TO FLOOR CONNECTION " 5/8" MIN. TO EDGE WALL 0 5/8 MIN. TO EDGE DEPENDING ON CONDITION, SEE IN FRONT OF LU" O DETAILS ON SHEET 7 OF -I THIS SET OPENING UJ d) (=- LAP JOIST 3 IN. MIN, HEADER TO STUDS LAVATORIES Q O BOTTOM PLATEII SHOWERU NOTCH MUST NOT EXCEED BAND JOIST WATER Q N OR BLOCKING CLOSGTHET � 259e OF STUD DEPTH HEADER STUDS WALL FULL STUDS WALL OR BIDET � U Y NOTCHES SHALL NOT BE JOIST 15" 15" WALL O p LOCATED IN MIDDLE ONE-THIRD SILL PLATE _ _ LL N OF STUD LENGTH CRAWL SPACE NOTE: n IF HOLE IS BETWEEN 40% AND 60�o OR BASEMENT SUBFLOOR --------------------- UPLIFT CONNECTION IS REQUIRED _ ___ ___ AT EACH END OF HEADER AND u OF STUD DEPTH, THEN STUD MUST BE -- -- TUB v BORED HOLES SHALL NOT FOUNDATION . AT BOTTOM OF HEADER STUDS IN , A BE LOCATED IN THE SAME DOUBLE AND NO MORE THAN TWO � � � , N ,UPLI , , ADDITION TO CONNECTORS AT z SUCCESSIVE STUDS ARE DOUBLED � � � � CROSS SECTION OF CUT OR , , CC�1�INEC�¢ , , WALL STUDS AND AT TOP AND O NOTCH IN STUD AND SO BORED R �2UIRl ; ; BOTTOM OF CRIPPLES 21" CLEARANCE 21" CLEARANCE U N PLATFORM FRAMING INTERMEDIATE STUD TO PLATE TUB NOTCHING AND 50RED HOLE LIMITATIONS BEARING WALL /FOUNDATION WALL I /� HEADER TO STUDS: USE LSTA IS W/14 IOd NAILS PAGE : FOR EXTERIOR WALLS AND IBEARING WALLS TYPICAL WALL 1=�OOR 1�ND 1001- 1-R,4MINC� STUD TO PLATE/FOUNDATION: (OPENINGS LESS THAN 6 FEET): USE DSP W/8 10d NAILS IN STUD AND 4 10d NAILS IN PLATE (OPENINGS GREATER THAN 6 FEET): ADD PHD5 AT KING STUDS (2 TOTAL), INSTALL PER DETAIL SHEET -I WATER CLOSETS (WFCM 2001 65C HIGH WIND EDITION) TYPICAL FRAMING AND UPLIFT FIGURE 83012 CONNECTIONS FOR OFENING5 MINIMUM FIXTURE CLEARANCES (TABLE 3.10 WFCM HIGH WIND EDITION) 120 MiLE PER HOUR ZONE - NAILING SCHEDULE ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS The design of this structure is based upon the prescriptive approach using the GENERAL NOTES: (110 MPH 3-SECOND GUST = SO MPH FASTEST-MILE WIND SPEED IPER TABLE R3-1.2.1.3D _ (TABLE 3.1, WFCM HIGH WIND EDITION) Wood Frame Construction Manual, High Wind Edition (WFCM)published by The American Forest 1.All work shall be performed in accordance with all state, municipal,local zoning and building codes and ordinances SHEATHING LOCATION STUD SPACING STRUCTURAL SHEATHING MAXIMUM NAIL SPACING and Paper Association. (2001) P 9 9 Non-structural elements are based upon The New York State Residential Code-2010 Edition having jurisdiction and best standards of construction (SEE NOTE 1) (INCHES, O.C.) OR PANEL SIDING FOR Sd COMMON NAILS o JOiNT DESCRIPTION NUMBER OF NAILS NAIL SPACING For the Climatic and Geographical Design Criteria,see Table R301.2(1)on cover sheet. practice. (SEE NOTE 3) (INCHES, O.C.) All non-engineered lumber to be Douglas Fir#2 or better The American Institute of Architects Conditions shall apply E ROOF FRAMING Wind Limitations-Section R301.2.1 to all work performed on this project. 4' PERIMETER EDGE ZONE 16 6 Design Criteria-Section R301.2.1.1 (See Table R301.2.1.2 for Wind-Borne Debris Protection 2.The Contractor shall verify all conditions at the site. Any F 6 ° RAFTER TO TOP PLATE (TOE-NAILED) 4-Bd PER RAFTER Fastening Schedule For Wood Structural Panels) discrepancies must be brought to the attention of the Engineer Dead Load-Section R301.4 prior to commencement of construction. The Contractor shall be INTERIOR ZONE 16 E 6 CEILING JOIST TO TOP PLATE (TOE-NAILED) 4-Sd PER JOIST Live Load-Section R301.5 responsible for corrections not reported once he has started work Light and Ventilation-Section R303 except for hidden job conditions. F 12 (SEE NOTE 2) CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) 9-16d EACH LAP Minimum Room Areas-Section R304 3.Contractor shall guarantee to the Owner that all materials and ' E 4 CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) 9-16d EACH LAP Ceiling Height-Section R305 equipment incorporated in the work will be new,and that all work GABLE ENDWALL RAKE AND RAKE TRUSS Sanitation-Section R306 will be of good quality,free from faults and defects for a period ' F 4 .' Toilet Bath and Shower Spaces-Section R307 of one year from the date of the final Certificate of Occupancy. COLLAR TIE TO RAFTER (FACE-NAILED) 6-ad PER TIE p Glazing-Section R308 4.The Engineer shall not be responsible for the construction means, E = NAIL SPACING AT PANEL EDGES (IN.) ' BLOCKING TO RAFTER (TOE-NAILED) 2-Sd EACH END Garages and Carports-Section R309 methods,techniques, sequences or procedures,or for the safety F - NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN.) •• Emergency Escape and Rescue Openings-Section R310 precautions and programs in connection with the work,and he ' RIM BOARD TO RAFTER (END-NAILED) 2-16d EACH END Exits-Section R311 shall not be responsible for the contractors failure to carry out 1. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH 'o Stairways-Section R311.5 the work in accordance with the construction documents. The o WALL FRAMING y En Ineer shall not be res responsible for the acts or omissions b SIDE OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. Handrails-Section R311.5.6 g P y . o Guards-Section R312 the contractor. No changes shall be made in the documents 2, TABULATED 12 INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING o� Simpson Strong-Tie TDP PLATE TO TOP PLATE (FACE-NAILED) 2-16d (SEE NOTE 1) PER FOOT and/or the building as designed without the expressed written Smoke Alarms-Section R313 g g p •o TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4-16d JOINTS - EACH 510E Foam Plastic-Section R314 consent of the Engineer. MEMBERS WITH G30.4S. FOR FRAMING MEMBERS WITH 0.42zGz0.4% THE NAIL SPACINGS SHALL BE MT530G OR CS1(o 1%" Flame Spread and Smoke-Section R315 5.The contractor and all subcontractors shall maintain continuous REDUCED TO 6 INCHES O.G. ' P o COILED STRAP STUD TO STUD (FACE-NAILED) 2-16d 24" O.G. Insulation-Section R316 Insurance coverage including statutory � policies(Worker ' AT EACH ROOF RAFTER Dwelling Unit Separation-Section R317 Compensation,etc.)and general liability in an mount not 3. TABULATED (o INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING HEADER TO HEADER (FACE-NAILED) 16d 16 O.C. ALONG EDGES Moisture Vapor Retarders-Section R318 less that$5 million and automobile liability and damage MEMBERS WITH G30.49. FOR FRAMING MEMBERS WITH 0.42CGCO.4% THE NAIL SPACINGS SHALL BE USE 8-16d NAILS AT TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16d PER 2x4 STUD Protection Against Decay-Section R319 coverage not less than$2 million. The Engineer shall be REDUCED TO 4 INCHES O.C. Protection Against Termites-Section R320 a named insured on any and all policies. EACH END Site Address-Section R321 6. Provide copper termite shields over fibrous o 3-16d PER 2x6 STUD Accessibility-Section R322 insulation at all perimeter sills. 4. TABULATED 4 INCH O.G. NAiL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING N 4-16d PER 2x8 STUD Elevators and Platform Lifts R323 7.All wood in contact with concrete or masonry to be Wolmanized MEMBERS WITH G30.49. FOR FRAMING MEMBERS WITH 0.42ZGZ0.4% THE NAIL SPACINGS SHALL BE STUD TO ROOF RAFTER Flood Resistant Construction-Section R324 BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOiST OR BLOCKING (FACE-NAILED) 2-16d (SEE NOTE 1,2) PER FOOT 8r Ars orpressure stationREDUCED TO 3 INCHES O.G. smoke detector alarm device shall be installed CONNECTION. Foundations-Chapter 4 in each bedroom,on all floors and shall be all interconnected per code. Simpson Strong-Tie FLOOR FRAMING Design based upon presumptive load bearing values of sandy gravel and/or gravel at 3000 pounds 9.All bathrooms without operable windows to be mechanically ventilated C816 14"COILED STRAP - JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-Sd PER JOIST per square foot. Contractor to consult Engineer if different soil materials are found upon excavation, as per New York State Code. 16" O,C. USE 4-8d NAILS or test hole,for alternative footing and foundation wall design. 10. Heating to be designed to provide 70 degrees F.with outdoor designed air-temperature of 0 degrees F.and 15 MPH wind. AT EACH STUD, WRAP BRIDGING TO JOIST (TOE-NAILED) 2-Sd EACH END Foundation Notes: 11.All electrical work to be in accordance to the rules and UNDER SILL PLATE BLOCKING TO JOIST (TOE-NAILED) 2-8d EACH END 5/8"Anchor Bolts(SSTB 28)See chart on this sheet for spacing regulations of the N.Y.B.F.U. and a N.Y.B.F.U.certificate is MIN OVERLAP IS 12" 8"poured concrete foundation wall,8'0"high,3000#test to be presented to the Owner at the completion of the job. • ' NOTE: BLOCKING TO SILL OR TOP PLATE (TOE NAILED) 3-16d EACH BLOCK Minimum depth-Section 403.1.4,48"minimum coverage to top of footing 12. Plumbing Installation to comply with State and Local codes 0 m 16"x 8"poured concrete wall footings,3000#test g p y p 0 STRAPS MAY BE and the sewage disposal system to meet Health Department standards. w LEDGER STRIP TO BEAM (FACE-NAILED) 3-16d EACH JOIST 2-1 3/;'x 11 7/8"Microlam Girder(or 3'/z'x 11 7/8"Power Beam) 13. Do not scale drawings. Use figure dimensions only. • • ' PLACED EITHER JOIST ON LEDGER TO BEAM (TOE-NAILED-) 3-Sd PER JOIST 4"poured concrete floor slab with 6x6x#10 mesh and vapor barrier 14.All work to conform to the rules and regulations of the New York 00 00 UNDER OR OVER _ Damp proofing at exterior foundation below grade-Section R406 Energy Conservation Construction Code. All glazed area to be double • ' . SHEATHING A w BAND JOIST TO JOIST (END-NAILED) 3-16d PER JOIST 30"x 30"x 12"deep poured concrete column footings, 3000#test glazed and all exterior doors to have insulated cores. • 00 • ' m o Deck and porch footings as noted,3000#test,48"minimum buried depth 15.The Insulation protection as indicated on these plans exceeds • • 00 cam, BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-16d (SEE NOTE 1) PER FOOT Foundation wall to extend a minimum of 8"above finished grade the Code's minimum standards. All footings to be carried down to undisturbed soil 16.These drawings and specifications are instruments of service and ' • ' •0 w ROOF SHEATHING No footing shall be set higher than a 30 degree angle from any other footing shall remain the property of the Engineer whether the project for • ' • ° m Pour no concrete on frozen ground or in freezing weather which they are made is executed or not. They may not be used . ' OKI STRUCTURAL PANELS ad SEE TABLE 3.11 THIS SHEET Provide 3'/2'steel lally columns on any other project except by written authorization of the Engineer. • ° ° • ' DIAGONAL BOARD SHEATHING Backfill shall not be placed against the wall until the wall has sufficient strength and has been 17.The engineer has not been retained for site supervision,on-site • ` s anchored to the floor above,or has been sufficiently braced to prevent damage inspections and certifications as required or requested by the owner, t11x6" OR I"x8" 2-Sd PER SUPPORT by the backfill(Section R404.1.7) contractor or local building department. . ° • • . • . • 0 1"x10" OR WIDER 3-Sd PER SUPPORT Floors-WFCM Prescriptive Method UPLIFT-CONTINUOUS PATH CONNECTORS • • • ° Floor framing shall be nailed in accordance with Table 3.1 WFCM HIGH WIND EDITION 00 ' • ' CEILING SHEATHING Draftstopping-Section R502.12 USE SIMPSON STRONG-TIE CONNECTORS 0 ' Fireblocking-Section R502.13 FOLLOW PRODUCT SELECTION GUIDE AND 0 • . m _ GYPSUM WALLBOARD 5d COOLERS l" EDGE / 10" FiELD INSTALLATION MANUAL FOR HIGH WIND RESISTANT • ` m I Floor Construction: CONSTRUCTION CATALOG C-HWD2 • YI O' U WALL SHEATHING 00 l Simpson Strong-Tie 3/."OSB plywood subfloor,fasten per Table 3.1 WFCM 0 • " Floorjoists:See Foundation and Floor Plans, spacing as noted ANCHOR BOLTS IN FOUNDATION USE: 0 CS16 1% COILED STRAP - ri STRUCTURAL PANELS 8d SEE TABLE 3.11 THIS SHEET � , „ 1r Fasten per Table 3.1 WFCM SSTB28 WITH BEARING PLATE,SEE FOUNDATION 16 O.G. USE 4-8d NAILS FIREBOARD PANELS 2-2x6 ACQ sill with copper termite shield and sill seal NOTES FOR SPACING . • t : r AT EACH STUD Finish floors per agreement 00 �I Z/16" 6d 3" EDGE / 6" FIELD SILL PLATE TO RIM JOIST USE: 00 MIN OVERLAP IS 2-i Wall Construction-WFCM Prescriptive Method LTP4 16"O.C.AT EXTERIOR PERIMETER 25/32" ad 3" EDGE / 6" FIELD Wall framingand finishing shall be nailed and or screwed in accordance with AND GARAGE/HOUSE COMMON WALL �. g FLOOR TO FLOOR CONNECTIONS GYPSUM WALLBOARD 5d COOLERS l" EDGE / 10" FIELD Table 3.1 WFCM USE 4 8d NAILS AT EACH END (y_ X 1- 1x6 Pine fascia,wrap I • HARDBOARD ad SEE TABLE 3.11 THIS SHEET Overhangs as noted GARAGE STUD TO GARAGE SILL PLATE USE: SILL PLATE TO Ia�i I IM JOIST AND UJ � � .4 Vinyl vented soffits SSP CONNECTOR AT 16"O.C. --I X Z LL PARTICLEBOARD PANELS ad SFE TABLE 3.11 THIS SHEET Aluminum gutters and leaders USE 4 8d NAILS AT EACH END RIM JOIST TO STUD CONNECTION o Siding:See Elevations DIAGONAL BOARD SHEATHING Tyvek housewrap RIM JOIST TO STUD CONNECTION USE: d O '/2"OSB sheathing,see fastening schedule,Table 3.1 WFCM MTS 12, 16"O.C. • I 1"x6" OR I"x8" 2-Sd PER SUPPORT USE 4 8d NAILS AT EACH END Simpson Strong-Tie Tie Q LU 2x6 Studs @ 16' o.c.with 2x6 shoe and double 2x6 plate p g- /z'Gypsum wall board 0816 04" COILED 1/2" SPACING -BLOCKING AT 1"x10" OR WIDER 3-8d PER SUPPORT 5/8"Type X GWB in garage FLOOR TO FLOOR CONNECTION USE: „ -� � (L STRAP WIN MIN 12 ALLOWS o 24 O.C, ALLOWS FLOOR SHEATHING '/2'MR GWB in wet areas MSTA 36, 16"O.C. Z HOLDDOWN At least one window in each sleeping room shall comply with the exit requirements of section R310 cv USE 4 8d NAILS AT EACH END OVERLAP AT EACH HOLDDOWN c� O STRUCTURAL PANS S Note drilling and notching limitations in figure R602.6(1)for bearing walls FOR CANTILEVER CONDITION USE MTS12, 16"O.C. STUD INSTALLATION SIDEWALL INSTALLATIONLU and figure R602.6(2)for non-bearing walls. USE 4 8d NAILS AT EACH END n/ 1" OR LESS ad 6" EDGE / 12" FIELD Follow exterior corner framing detail figure R602.10.5 W_ . RAFTER TO STUD CONNECTION USE: -7, U_ GREATER THAN I lod 6" EDGE / 6" FIELD Roof Assemblies-WFCM Prescriptive Method MTS 12, EACH ROOF RAFTER , ENDWALL o Asphalt strip shingles shall have a minimum of six(6)fasteners per shingle(section R905.6) USE 8 16d NAILS AT EACH END HOLDDOWN a U1 DIAGONAL BOARD SHEATHING Underlayment application (Section R905.2.7) ; 0 0 1"x6" OR I"x8" 2-Sd PER SUPPORT For roof slopes of two(2)units vertical in twelve(12)units horizontal (17-percent slope), RAFTER TO RIDGE TO RAFTER CONNECTION USE: (NOUS) o CORNER STUD up to four(4)units vertical in twelve(12)units horizontal(33-percent slope),underlayment CS20 USE 8-8d NAILS IN EACH END CONNECTED TO 1"x10" OR WIDER 3-Sd PER SUPPORT shall be two(2)layers applied in the following manner.Apply a 19-inch (483 mm)strip of AT EACH ROOF RAFTER O ENGINEER: TRANSFER SHEAR o underlayment felt parallel with and starting at the eaves,fastened sufficiently to hold in place. 0 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" ON-CENTER AT THE PANEL EDGE. IF WALL SHEATHING IS NAILED 3" ON-CENTER AT THE PANEL EDGE Starting at the eave,apply 36-inch-wide(914 mm)sheets of underlayment,overlapping DECK POST TO CONCRETE CONNECTION USE: 2-16d COMMON ,��OF NFA, successive sheets 19 Inches 483 mm),and fastened sufficient) to hold in lace. PBS44A FOR EACH POST-USE 14-16d NAILS o HOLDDOWN NAiLS AT 10" O,C, EY T. TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, ( ) y p O lHDU5) � � P eGT 0� SHALL BE USED TO MAINTAIN THE LOAD PATH. For roof slopes of four(4)units vertical In twelve(12)units DECK POST TO GIRDER CONNECTION USE: 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-166 NAIL PER FOOT. Ice Protection(Section R 905.2.7.1) PC44 FOR EACH POST -2-16d COMMON ® CORNER STUD r Underlayment In High wind(Section R 905.2.7.2) 0 CONNECTED TO m I W Flashing(Section R 905.2.8) GIRDER TO DECK JOIST CONNECTION USE: p NAILS AT 6" O,C, Z (TABLE 3.11 WFCM HIGH WIND EDITION) Chimney's and Firespaces-Chapter 10 MTS12 @ EACH JOIST TRANSFER SHEAR WALL SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS Energy Efficiency-Chapter 11,see attached report FLOOR TO FLOOR CONNECTIONS- X04 0734 ?O� (110 MPH 3-SECOND GUST = SO MPH FASTEST-MILE WIND SPEED [PER TABLE R3-1.2,1.3D Mechanical-Chapter 12 PORCH POST TO DECK USE: General Mechanical Systems-Chapter 13 2-AC4 -USE 14-16d NAILS CANTILEVER CONDITION. 9oa IwA STRUCTURAL SHEATHING MAXIMUM NAIL SPACING Heating and Cooling Equipment-Chapter 14 SHEATHING LOCATION STUD SPACING Exhaust Systems-Chapter 15 PORCH POST TO GIRDER USE:2-AC4JEFFREY T. BUTLER, P.E. (SEE NOTE 1) (INCHES, O.C.-) OR PANEL SIDING FOR Sd COMMON NAILS Duct Systems-Chapter 16 USE 14-16d NAILS (SEE NOTE 3) (INCHES, O.C.) Combustion Air-Chapter 17 �� 0 E 6 Chimneys and Vents-Chapter 18 PORCH ROOF RAFTER TO GIRDER USE: 1 3/4 MINIMUM BP p 4' EDGE ZONE 16 Plumbing-PartVll Simpson Strong-Tie MTS 12 AT EACH ROOF RAFTER EDGE DISTANCE m F 12 (SEE NOTE 2) H-2.5 CLIPS 0 16 O.C. � HOLD DOWN SR,ACKETS AT SHEAR WALL CORNERS, � e 16 E 6 USE S-136LU INTERIOR ZONE d NAILS V 0 � F 12 AT EACH STUD AND WINDOW AND DOOR OPENINGS Z01 Z E = NAIL SPACING AT PANEL EDGES (IN.) (FLOOR TO FLOOR 4 FLOOR TO Q a F - NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN.) Simpson Strong-Tie - 111 )- O o U210 2X6 FOUNDATION WFCM FIGURE 3 Sa 4 3 Sb) `) z z •P 1. FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT EDGE ZONE ATTACHMENT 4 LU o REQUIREMENTS SHALL BE USED. AT EACH RAFTER L Simpson Strong-Tie 'T 4-10d x 1 1/2" 1AC4 N O O Q 2. TABULATED 12 INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO STUD FRAMING 1e d AT EACH POST RiDGE TENSION STRAP Q O MEMBERS WITH G>0.49. FOR FRAMING MEMBERS WITH 0.42SG�0.4S, THE NAIL SPACINGS SHALL NOTE: C520 USE 8-8d NAILS LU Q BE REDUCED TO 6 INCHES O.C. •` � ' ATTACH LEDGER TO FRAMING IN EACH END AT O U O MEMBER WITH 2-1/2 X b LAG EACH ROOF RAFTER ' SEE PLAN p 3. FOR EXTERIOR PANEL SIDING, GALVANIZED BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED D D �D p,� BOLTS AT 16 ~° ON CENTER �- FOR COMMON NAILS. ° ° I U -1R; 4 4 a N O E L 44 n ' �� '� � '� Z\ Simpson Simpson Strong-Tie 11-- d) -D (TABLE 3.28 WFCM HIGH WIND EDITION-2001) ' - U210 2X6 9) SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING LATERAL E SHEAR LOADS �^ �^ ° 4 ° 4� ° AT EACH CEILING JOIST v ^ 6 ° RAFTER Z Q 4 '1 4 4 4 4 4-10a x 1 1/2 MAXIMUM ANCHOR MAXIMUM ANCHOR c;=' p n ° O w BOTTOM PLATE TO FOUNDATION FOUNDATION � �• � 'L � � u Q W BOLT CONNECTION RESISTING SUPPORTING BOLT SPACING (IN,) BOLT SPACING (IN,) �/� °, ° o (1/2" ANCHOR BOLTS) (5/8" ANCHOR BOLTS) C �;Q > C C > D 4 d A RIDGE EA 4 n 4 q 4 nn ` L 4 D D Simpson Strong-Tie G a BJOIST HANGER REQUIRED LATERAL AND SHEAR LOADS 1-3 STORY 30 45 L= L= G= ° ;• U210 2X6 -� F O AT CATHEDRAL CEILINGS ►. AT EACH DECK/PORCH JOIST 2" MINIMUM LSSU OR EQUAL WALL TO ° � ° ° � ° D � 4-lOd x 1 1/2" 1 SID ECOVER �,�8 y , Sim son Strong-Tie RIDGE � • NOTE: MAX 12" FROM EACH CORNER AND EACH SPLICE, PROVIDE BEARING PLATE B ^Y SIMPSON, SEE DETAIL 4 c 4 Simpson Strong-Tie p g FOUNDATION Q 'L „ > L D TYPICAL PORCH/DECK SSTB28 WITH BP � AT 5544 EACH POST FOOTING TENSION-STRAP CONNECTIONS ' c A PORCH COLUMN CONNECTIONS DETAIL � c) LEDGER CONNECTIONS ANCHOR 5OLT DETAIL TABLE R301.5 TABLE R301.ro DESIGN CRITERIA: NOTE: THESE DRAWINGS ARE INCOMPLETE WITHOUT DETAIL SHEETS (ADDENDUM TO DRAWING SET). MINIMUM ROOF LIVE LOADS IN POUNDS-FORGE WIND SUBJECT TO DAMAGE FROM MINIMUM UNIFORMLY DISTRIBUTED LOADS (PSI) PER SQUARE FOOT OF HORIZONTAL PROJECTION WINTER AIR ICE SHIELD USE/ GROUND SEISMIC FROST - TRIBUTARY LOADED SNOW DESIGN LINE LIVE LOAD AREA IN SQUARE FEET SPEED EXPOSURE DESIGN FREEZINGUNDERLAYMENT FLOOD LIVE DEAD ROOF UPLIFT LOAD WALL SHEATI-II,NG OCCUPANCY HEIGHT FIRE AREA TYPE OF USE LOAD (MPH) CATAGORY CATAGORY WEATHERING DEPTH TERMITE DECAY TEMP INDEX REQUIRED IHAZARDSLOAD LOAD SUCTION LOAD CLASSIFICATION CONSTRUCTION EXTERIOR BALCONIES 60 FOR ANY STRUCTURAL DECKS 40 M EMBER MODERATE SLIGHT TO FROM 1998 PERIMITER EDGE ZONE = 31.2 psf EDGE ZONE = 29.1 per 20 sf 120 B C SEVERE 36" II 599 YES 40 psf 20 psf SFD 21'6" FIRST FLOOR - 1008 SQ,FT, TYPE V PASSENGER VEHICLE GARAGES EO O TO 201 TO OVER p TO HEAVY MODERATE FIRM MAPS INTERIOR ZONE - 29,6 psP INTERIOR ZONE - 24,-6 psf SECOND FLOOR - 1140 SQ,FT, ATTICS WITHOUT STORAGE 10 ROOF SLOPE 200 600 600 ATTICS WITH STORAGE 20 SOIL BEARING CAPACITY FOR THIS SITE §RE3801.7 Outdoor outlets. At least one receptacle outlet accessible at 1 NEW LAY FLAT OR RISE LESS THAN 4 INCHES PER FOOT rade level and not more than 6 feet, 6 inches 1981 mm above rade, shall 2010 MEW YORK STATE CODE: To the best of my knowledge, belief and professional Judgement, ROOMS OTHER THAN SLEEPING ROOMS 40 20 16 12 IS BASED ON TEST HOLES BY OTHERS g ( ) g 11:3) 30 be installed outdoors at the front and back of each dwellingunit having SLEEPING ROOMS AND HAS BEEN DETERMINED TO BE g these plans and/or specifications are in compliance with the 2010 STAIRS 40 RISE 4 INCHES PER FOOT (1:3) TO LESS THAN 16 14 12 2,000 PSI (SW,SP) PER TABLE 8401,4,1 direct access to grade. These plans have been drawn in accordance with Energy Conservation Construction Code GUARDRAILS AND HANDRAILS 200 12 INCHES PER FOOT (1:1) 2010 Residential Code of New York State.as OF THE 2010 RESIDENTIAL CODE administered bg the Town of Southold. RISE 12 INCHES PER FOOT (1:1) AND GREATER 12 r 2 12 OF NEW YORK STATE All non-engineered lumber to be Douglas Fir #2 or better §RR312 GUARDS TABLE 8301,7 §RR312.1 Guards required.Porches,balconies or raised Floor surfaces z ALLOW,4BLE DEFLECTION OF located more than 30 inches(762 mm)above the floor or grade below shall have guards notless than 36 inches(914 torn)in height. Open sides of STRUCTUAL MEMBERS stairs with a totalise of more than 30 inches(762 mm)above the floor or o grade below shall have guards not less than 34 inches(864 trim) Fv ALLOW�4BLE CONT, RIDGE VENT in heightmeasured vertically from the nosing of the treads. STRUCTUAL MEMBER §RR312.2 Guard opening limitations.Required guards on open EFLEC DTION WOOD FRAMED sides ofstairways,raised floor areas,balconies and porches shall have RAFTERS HAVING 5LOPE5 GREATER THAN 3/12 CHIMNEY WITH intermediate rails or ornamental closures that do not allow L/180 VINYL SIDING passage of asphcre 4 inches(102 mm)or more in diameter. WITH NO FINISHED CEILING ATTACHED TO RAFTER ASPHALT ROOF SHINGLES (TYP) EXCEPTION:The triangular openings forned by the riser,tread INTERIOR WALLS AND PARTICIANS H/180 z CONT. RIDGE VE _— and bottom rail of a guard at the open side of a stairway are p permitted to be of such a size that a sphere 6 inches(152 mm)cannot pass FLOORS AND PLASTERED CEILINGS 1_/360 through. > ALL OTHER STRUCTURAL MEMBERS L/240 w0.' EXTERIOR WALLS WITH PLASTER OR STUCCO 14/360 INC FINISH EXTERIOR WALLS-WIND LOADSAWITHBRITTLE 1_/240 - — T.O. PLATE FINISHES §88301.2.2.4 Weights of materials. Average dead loads shall not exceed 15 psf (0.72 kN/m2) for roofs/ceiling assemblies or 10 psf EXTERIOR WALLS-WIND LOADeWITH �0.48 kN/m2) for floor assemblies, except as further limited by FLEXIBLE FIN15HE5 L/120 RR301.2.2. Dead loads for walls above grade shall not exceed: NOTE: L- SPAN LENGTH, H- SPAN HEIGHT 1. Fifteen psf (0.72 kN/m2) for exterior light-frame wood walls. GOVT. RIDGE VENT - A. THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0,1 TIMES O 2. Fourteen psf (0.67 kN/m2) for exterior light-frame cold-formed THE COMPONENT AND CLADDING LOADS FOR THE PURPOSE OF THE -- steel walls. DETERMINING DEFLECTION LIMITS HEREIN, N LLUI w 3. Ten psf (0.48 kN/m2) for interior light-frame wood walls. o SEE DETAIL SHEET FOR ACTUAL FINISHED GRADE _ w .—APRON FLASH_TYP. — — 12 4. Five psf (0.24 kN/m2) for interior light-frame cold-formed HIGH WIND CONNECTION MAY VARY DEPENDING ON -- `t steel walls. EXISTING GRADE CONDITIONS REQUIREMENTS w T.O. SUBFLOOR W 5. Eighty psf (3.83 kN/m2) for 8-inch-thick (203 mm) masonry — -- - - - - - - - - - - - - - - - — - - - - T.O. PLATE walls. —. THIS STRUCTURE 15 LOCATED IN A WIND 6. Eighty-five psf (4.07 kN/m2) for 6-inch-thick (152 mm) concrete BORNE DEBRIS REGION AND SHALL walls. COMPLY WITH THE REQUIREMENTS OF ® EXCEPTION: Roof/ceiling dead loads not exceeding 25 psf (1.19 R 301,2,1,2 OF THE RESIDENTIAL CODE. kN/m2) shall be permitted in Seismic Design Category D2 provided the wall bracing amounts in Chapter R6 are increased in accordance with Table RR301.2.2.4. §RE3803.3 Additional locations. At least one wall switch-controlled lighting outlet shall be installed in hallways, stairways, attached -� garages, and detached garages with electric power. At least one wall- X switch-controlled lighting outlet shall be installed to provide Q — ' - — T.O. SUBFLOOIR w illumination on the exterior side of each outdoor egress door having grade u- - level access. A vehicle door in a garage shall not be considered as an T.O. FOUNDATION outdoor egress door. Where lighting outlets are installed in interior (� GRADE 1 stairways, there shall be a wall switch at each floor level to control the ++- LU 'D i r\ t lighting outlet where the stairway has 6 or more risers. Q� eo \j ' EXCEPTION: In hallways, stairways, O — N STEPS AND RAIL , , ys, ys, and at outdoor egress doors, remote, ' TO GRADE central, or automatic control of lighting shall be permitted. t PER CODE ' nl i ' ' ---------------------------- X QLU STEP FOOTING' •-- '-- i i i i ' 30 DEG, MAX. •'-- '-• ' ' ' ' ' ' ' •- -- -----` ----` ------------ ------------ --------------`-----`------`----------------------------------------------------------�--- JU OL m ---------- --------------------------- ---------------------------------------------- CONT, RIDGE VENT U_ FRONTELEVATION IL - ENGINEER: Y T. O T.O. PLATE w 11n 4_P _ -ESS0A 00 _ v JEFF --BUTLER, P.E. D N T.O. SUBFLOOR — - - — - _ � .9o T.O. PLATE — - - — — -- -VINYL SIDING (TYP) U O 6) °o u1 � zz m t —_ 0 4 o ---- 1�U O UN � O O ods -- — WOOD PLATFORM U � STEPS AND RAIL U T.O. SUBFLOOR — - - — TO GRADE Q-- T.O. -1 LIN FOUNDATION — - — - — PER CODE 0 ' ' v u ---------- ---------------- •------------ i i Z ' - ' -------- � r � t , � t •�__ • ' ------------------------------------------------------ ---- --------------------------------------------------------------------------------------------------- PAGE : RIGHT SIDE ELEVATION lof ` WOOD FRAMED CONT, RIDGE VENT CHIMNEY WITH VINYL SIDING SPNAI_T ROOF SHINGLES (TYP) CONT. RIDGE VENT — - - — T.O. PLATE COINT, RIDGE VENT vi 0 0 j w APRON FLASH_TYP. 12 4 _ — - - — T.O. SUBFLOOR — - - — T.O. PLATE r w o H i r VINYL SIDING (TYP) pp N W IL E O z r w fQ — - - — T.O. SUBFLOOR T.O. FOUNDATION GRADE STEPS AND RAIL TO GRADE PER CODE ' •-------------------------------------------- U --------------------------- ----------------- -- ;--• 0 X -- -- STEP FOOTING 30 DEG, MAX, ��� )L � ---- '------------------------------------------ ------------------------------------------------------,'---: --. --• • �1 - REAR ELEVATION ' r lu r �Q X O p O N IU CONT, RIDGE VENT f � 12 ENGINEER: 12 T T.O. PLATEuj '3 ,93 ». SS10�/ ;- JEFFREY T. BUTLER, P.E. - GTEP FLASH, 12 ® — YP, O 6 — O m T.O. SUBFLOOR - - — - - _ LuO T.O. PLATE — - — - — — U L Q VINYL SIDING (TYP) Z z Lu Lu Z Lu (P <f Li } m Q a z Q OLuO O = xTO" O.H,D, WOOD PLATFORM O U STEPS AND RAIL U t.0. SUBFLOOR = = _ == TO GRADE IF PER CODE Q p o T.O. FOUNDATION o P I------------------I- ' i ii z i ' .. -------------------------------------------------------------------- ------- -� s. ---------------------------------------------------------- i •--------- ----------------------------- PAGE : ._ LEFT SIDE ELEVATION 2 of I 4" VTR 3" TABLE 8402,2 2xl0 RIDGE --------'--"------- ----- 2x8 RAFTERS MINIMUM SPECIFIED; - ------ ED COMPRESSIVE 1/2 CDX SHEATHING STRENGTH OF CONCRETE -' 15• FELT Lav 1 LAV MINIMUM SPECIFIED i ASPHALT ROOF SHINGLES SHOWER/ r, SHOWER/ /' CONT RIDGE VENT TUB 3 TUB COMPRESIVE STRENGTH (F'C) SEE DETAIL SHEET FOR ROOF VENTILATION 1:300 OF THE INSULATED SECOND FLOOR U ; f WEATHERINNG POTENTIAL HIGH WIND CONNECTION �^ CEILING AREA UNIFORMLY DISTRIBUTED 2" 2" 3'° ; 2" " REQUIREMENTS EAVE PROTECTION TO EXTEND FROM THE EDGE OF , 3 2 TYPE OR LOCATIONS OF Simpson Strong-Tie THE ROOF, 3roUP THE SLOPE BUT NOT LESS THAN 12 BEYOND 3NEGLIGIBLE MODERATE SEVERE 3 _____.------------- CONCRETE STRUCTURES LSSU28 THE INTERIOR FACE OF THE EXTERIOR WALL --- __-------- -- 3_'' BAFFLE AS REQUIRED FOR ROOF VENTILATION L 1 BASEMENT WALLS, FOUNDATIONS AND OTHER CONCRETE NOT EXPOSED TO THE WEATHER 2,500 2,500 2,500 S NK i it I BASEMENT SLABS AND INTERIOR SLABS ON GRADE, EXCEPT R-38 INSUL TION MANN FLOOR/r i .W, GARAGE FLOOR SLABS 2,500 2,500 2,500` 12 BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND ` 2" 3" 21° L1 2" OTHER VERTICLE CONCRETE WORK EXPOSED TO WEATHER 2'500 3,0001, 3,000°/ SEE DETAIL SHEET FOR ATTIC / )i 12 HIGH WIND CONNECTION R-21 INSULATION r�i PORCHES, CARPORT SLABS AND STEPS EXPOSED TO THE REQUIREMENTS, TYP. R-38 INSULATION _ �b WEATHER, AND GARAGE FLOOR SLABS 2,500 3,000°E 3,500c E/ _ MASTER 3'° -- FAI FOR 51.A. AT 281 PPOUND PER SQUARE INCH - ii KPA, TOP OF PLATE — - ' — - ) 1/2" GWB BEDROOM G"O" ' B. SEE TABLE 8301.20) FOR WEATHERING POTENTIAL. - II 1'O OH ; C.O. C,O, C. CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING VENTED VINYL ' TO AN APPROVED DURING CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE D. SEE DETAIL SHEET SOFFIT 411 ' SANITARY SEPTIC SYSTEM D. CONCRETE SHALL BE AIR ENTRAINED, TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) W,I,C, NAIL /j' SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN "f PERCENT, - FOR CONNECTION _ NAILS E UIBEMENTS INCLUDING PROVIDE SIMPSON HS CAST IRON E. SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. c CON TOR AND NAILING HURRICANE TIES _ 00 = AT EACH PORCH RAFTER, o HOUSE TRAP N SEE DETAIL THIS SHEET o Ec; PLUMBING RiSER DIAGRAM (NTS) SHING=LE RIDGE GAP RIDGE VENT _ = '_ lisL�1`111 3/4" TEG ADVANTEC SUBFL OR R-30 INSULA ION 12 ' J _� - .��' TOP OF SUBFLOOR — ' - — n Q � EXHAUSTAIR 4 -�... SHINCsLESROOF SHEATHING (TYP,) TO OF LATE — - - — - FELT PAPERP P I/2" GWB 1/2" GWB 5-IOd � ' 2x4 STUDS I I ' R-15 INSULATION - NAILS ' 'VIb OSB SHEATHING = TYVEK SHEATHING = ' RAFTER �7 VINYL SIDING BREAGFAST LIVING ROOM m cm W SiMPSON STRONG—TIE NOTE: INSTALL FLOOR JOISTS � PER MFG, PRODUCT GUIDE RIDGE BEAM H8 HURRICAtiUE TIE \' 3 " TtG ADVANTEC SUBFLOOR RIDGE VENT DET�IL r TOP OF SUBFLOOR — ' -— TOP OF FDN. — - - — ) 52'6" R-30 INSULATION s ' �.• GRADE 20'0" 32'6" PITCH GRADE ►. ' ' mile AWAY FROM 2-13/4" X Il 1/8" •� FOUNDATION LVL GIRDER • WITH 3 1/2" STEEL CELLAR 14' 10" o •. 1 t COL. ON F.C. FTG, (UNFINISHED) Q• 1 r 1 1 � 1 t zI> , p_ ►.. 1 r Q'Q Q'Q U 2-2x6 ACQ SILL •� ; ; 4'6" W q IIIOr Ul 6'4 , 5/8" ANCHOR BOLTS e 3b" O,C, •. '• Q SILL SEAL •� TOP OF FOOTING — - - — COPPER TERMITE SHIELD �:• 4" SLAB (3500 PSU �:� ' ' WIQ IB IA 42 DEEP OR 1 U O z' •----- X . . . . . .. . . . .. . . .. . . . .. . . . . . . . . 8" CONC. FOUNDATION (3000 PSI) ____ Q l D 11110 OG A Q • '-. :�'vi 1191, I 1191, TO UNDISTURBED SOIL ; LL 8"Ab" CONG. FTG. •': - DAMPROOF BELOW GRADE PROVIDE TIE DOWNS AT EACH CORNER 3'3" , 3'3" , P,G, PIER WITH bxb ACQ • '� SIMPSON HDU1 5 (TYPICAL) - SEE DETAIL SHEETS ' POST TO DECK GIRDER. _ _ ' lu nl " " L'F F 5T OF'A6�7B '.LINE OF ST Of, ABOVE �`;.1 SEE DETAIL SHEET FOR PROVIDE 5/8 ANCHOR BOLTS 32 O.C.OCMAX, , \ , _�______________ tQ s-Xa +CCtt ANCHOR PER DETAIL 1 e 1 �/ ANCHOR BOLT SPACING WITHiIt 1 1' OF EACH SPLICE IN SILL PLATE (sIRbER , ' e ~ '" SECTION A-A 1, SHEET, TYP, 2-2xa AGQ \ t r I SEE DETAIL SHEET FOR INSTALLATION GIR ER (OPPOSITE HAND) ; a I ; ° ; Q's ; C 4 - -----1-gy(g AL L£ ER-1---- --------------- ----------------------------1 �d D d v+ >d C p d _ o•`>d DPW AND AIR CONDITIONING SYSTEMS '--- ------------------, 4 ° ---------------------------- --- ---- ---------- MUST MEET OR EXCEED THE SEP-IFICATIONS CALLED OUT ON THE ENERGY STAR _ • X L � � 811 X lb" P,G, ----• � � o � O 111 CA "' �1 z COMPLIANCE CERTIFICATE PILASTER ; ; ; O d) o v (O '—4:--Q;—Qq-4 D---- — — Q;—Q4-4 D4--- — --Q;—Q4-4 Dd--- — = ,v ' @ QO ' , , NOTE: NOTE: PROVIDE SIMPSON LSSU28 __ ________________,_.___________________ - If- Backfill shall not be placed against the ALL LUMBER THAT COMES IN CONTACT WITH JOIST HANGERS AT EACH RAFTER/ 1 1 1 , ,>• EXCAVATED CELLAR 1 wall until the wall has sufficient strength CEILING JOIST CONNECTION. i D 1 . -4 and has been anchored to the floor above, CONCRETE WILL BE ACQ LUMBERIL t1 11711 __14" P.C. SLAB 13500 PSI) ON 4 MIL VINYL c or has been sufficiently braced to prevent damage Ll UNEXCAVATED ; 4 ; _, -tet VAPOR BARRIER ON 4" COMPACTED "ca ' D ; 1 1 •� by the backfill (Section 8404,1,1) Q °> a ro :3 .4 NON FOUROUS FILL- L) , lu HAB Ha/dowris&TensioNYes 4 A 500 P51 Q GARAGE 1 1 QQ V" ,:. Ei' ', .. ':.::».��, , ... .'-.- _ xAerF.^�. - `yzut`v.vy.. zry, "1•'-.';k,'L-i" 1: .3:,,.... - Pi C, " ; ; � SL B, 3 D , o RR406 x - >' '' $`! ,, ,oat n - 4 '� :,r;, ENCxINEER . s s: m:s ;r�5t:,,t,.t,. « cF; osis y '; %'i':,. - O b Xb 10/10 W.W.M. 1 :,:. DAMPPROOFTNG ux•. _..,:..:atm:,;. t'e:.,:,.t: ,4.,;:;..;,'>..:,.,,, :'s s: ,':',: 1 1 ILL O FOUNDATION WATERPROOFING AND ._.�,,. ;'=.g<`. .:,:....:.s :.. � , _.. 'F.6 :>:=,,W,..<, ;;!'".: _,,' ;'::,nifi:i::;_''_ :-);�' 1 1 11 a easier install preferable b hto simiads,c eclors balls cost, a 1 , (L ON 4 POUROUS FILL requ§RRired o be waterproofed by bRR406.2,foundation walls that retainhere �� 1 era c"mbrnatmnnftnese features, i •' .daanvace y 1 1 Q ((J PITCH TO O.H,D, , a , 6'0" 6'0" 6'4" 6'6" 1 masonry06.1 Concrete and PP g P �gEeEO Thk rbdtrrf is referable to similar cnnnecfo s because bl W ' W.r 1 ) ) r,•r„ nm mos I _..... .., .................................. ......... f dal I --- -- -- -- --- --- I 64" , earth and enclose habitable or usable spaces located below grade shall be: a - 0 1 ' n 1 ' + ' D ' <� 0� 0 t H V " O t l u 1 D'° 1 1 1 1 1 " 1 1 ' II 1 ' 1 r J �� �� 1. �� O� o ess, '' HDU Holdowns are pre•deflectetl during the manufacturing • a t 1 1 1 1 1 , 1 , , , dtnnpproofed from the toy of the footing to the finished grade. Masonry, process,virtually eliminating deflection under load due to material stretch. i BEAM POGKE CEJ walls shall have not less than 3/8 inch(9-5 ton)ponland cement Gorging Tha use Sm son Stroa •Ties Strome-Drives screvas SDS which ins all �`na H Hudng • , , 1 _ T3/4"xll l/ - 2-I 3/4 x11 l/8" - - T I_3/4"x)I l/8 They p g ( ) GROUT SOLID �- - T- - applied to the exterior of the wall. The parging shall be dampproofed wiith easily and provide reduced fastener slip.Using SDS screws results in a «Pe Pos s e -studsrrost en 1 , 1 4 1 1 t DER LVL GIRDER , LVL GIRDER a bituminous coating,3 pounds per square yard(1.63 kg/m2)of acrylic greater net section,',vhen compared to holts.as no material is removed. nuI1QGurzdl .0 H rn„ailed ;r Cb ; ; ; ° ; ___ ___ ' ' , , , ' , 1 modified cement,I/8-inch(3.2 mm)coat ofsurface mortar coimplying The HDU series of holdowns are designed to replace previous versions • aea ;r .. i1n `-------• ------ + of the rodect such as PHD's as well as bolted holdowns.The HDU2,4 ' ' ' I ' I ` T. ' ' °O N �` r LU P o h - - ; ° ; ; a a , , 1 1 , BEAM POCKET I p , Z P e o 1 1 1 1 1 3/4 Xll 1/8 ' '2- /4 X11 '11/_Cll! ' n ' 0 , 11 n with ASTM C 887 or any material permitted for waterproofing m�RR4i06.2. i and 5 are direct replacements for the PHD2.5 and 6,rnspcctive!y. .-;«i °� ” '° °e 1 i 1 I ' Concrete walls shall be dampproofed by applying any one of the above Risted For more Information on holdown options,contact Simpson Strong-Tie. 1lt J N N 1 4 1 1 D, , - L 3 - Q ' 1 3 1/2 STEEL COLUMN GROUT SOLID 4R dampproofing materials or any one of the waterproofing materials listed.in SPECIAL FtATURES: HOU _ N ' ' , 1 VL GIRDER° ° LVL GIRDER' ' li I_ ri00r ;. ro U , 30 x30 xl2 POURED •Pre-deflected body virtually ehmu7ates deflection duo ey, i mss ti 1 1 1 , ' 1 < , ` 0,- 0 bRR406.2 to the exterior of the wall. e D.S.Patent j I a a 1 t 1 'c •-+ ,_______ _ _1 I CONCRETE FOOTING , ! 2'0 ^ P� to mater'al stretch. B,712,495 - II'ri`l�` t 1 1 1 1 'r•''i_ C� •Uses SDS screws wh'.ch install easily,reduce fastener Op,and d,\, � � �;ji:g':zsi iy , , 1 t W (TYPICAL) �RR406.2 Concrete and masonry foundation waterproofing.In areas where a crowds a greater net section area of the post compared to bolts. x M high water table or other severe soil-water conditions air known to exist, I •SDS screws are supplied with the holdowns to ensure fastenersr _.` _ is 1 1 1 exterior foundation walls that retain earth and enclose habitable or usable proper a e used. ? ' ' ' ' 2- 3 I/2° STEEL COLUMNS I I ' 1 JEFFREY T BDT1_ClZ, P.E. ex o �- 1 spaces located below grade shall be waterproofed with a membrane extending h "'"'" , , Z • - - _ _ - openings. i Typical HDU Tio ' ' 30"X5 "x12" POURED •No stud bolts to countersink at c enin s � t 1 O MATERIAL:See table FINISH:Galvanised rena'y Between Floors from the to of the footing to the finished rade. The membrane shall s""try a ss O CONCRETE FOOTING LL I I '� �} r ' ° , p g INSTALLATION •Use ail specified fasteners.See General Note.,. ocseen•r i consist of 2-ply hot-mopped felts,55 pound(25 kg)roll roofing,6-trail j For use In vertical and hot izontal appl'catlons. p (0.15 min)polyvinyl chloride,6-toil(0.15 min)polyethylene or 40-mil(I min) •No addit'onel washer required. c r.e. 1 1 Z cp 1 1 1 1 � 1 1 1 --t r polymer-modified asphalt. The joints in the membrane shall be lapped and •To ti¢mu1liDle 2x members together,the Designer must determine " the fasteners required to join the members to act as one unit rise"ew'rmx liorizbntal HDU ' O ' ' U O O FLL7dP1A E , •p , m scaled with an adhesive compatible with the waterproofing membrane. 4 . nu,n maybe ib �, , , ILO , n , Q I � I P without splitting the wood See page 20 for SOS values. m,u:lsd Offset Installation , , , D , - •See SB and SS'TB Anchor Bolts on _J (Plan View) N TECO ALL F U5H CONN. 1 , , EXCEPTION:Organic solvent based products such as hydrocarbons, pages 27-29 for anchorage options. } ' 1 ' - ' ' II ' `� a •SDS screws install best with a For holdowns.per ASTM test _ 1 1 O a 1 , 1 1 1 N a chlorinated hydrocarbons,ketons and esters shall not be used for ICF ; standards,anchor holt out should " - a low speed high torque dri avilh �` lL y._:. walls with expanded polystyrene form material. Plastic roofing cements, a?''s'hex head driver. be finger-tight plus to to I.A turn with y ;;", 2 F, J, - ____- 13 acrylic coatings,latex coatings,mortars and pargings arc permitted to •Rater to technical bulletin a hand wrench,with consideration �� - 1 1 19'4" ' ' N O ' ' - - - 1- - z be used to seal ICF walls. Cold setting asphalt or hot asphalt shall T-ANCHORSPEC for post-installed given(e pOSStble future wood °-n,:. 1 conform to type C of ASTM D 449. Hot asphalt shall be applied at anchorage solutions(see Pape shrinkage.Care shoed be impact to _ ` wimmn ' ' D• a1 I I ____ temperature of less than 00 decrees. CODES:See page 12 for Code Reference wrenches should not be used. Vertical HDU Installation See footnote-r ' ' �' _ 4'x5'x5/8" F,C, GWB 01jER ' o a 1 V O t :. r � i91 far details). not over-torque the nut Im act ' ' � � '-' •_� r„ � FURNACE PER GHAPT R 13 ; P a _ -------------------'------------------------------------• SIDE L Key Chart. ' •7 . 0 1 ~ T ' e ' OF THE 2010 RE NIA D i Otu z on -- —- - - -- ; a . ' O CODE OF NYS ' 1 1 0 §RR4063 Dampproofing for wood foundations.Wood foundations enclosing T Dimensions i Mlnhnunr Allowable Tension Loads(to$.) 1 d 0� v • v • v •°4 ' � I I ' ' N ' Z v v 4 v 4 LU habitable or usable spaces located below gradeshall bedam roofed in r I Fasteners ______________________----____----------------------------- 1 - accordance with sRR406.3.1 throw h 88406.3.4. PP I:Gar (in.) Wood (160)' Code , ' ' G ' z n x g 5 Model - T- Anchpr - - Member — Oellectionat No. SDS ;Thickness' I Ref. 1 ;W H 8 { SO i 6ult0ia. DF/Sl,,. SPF)HF A,Defle t, .ad, , ' t 'Screws ' §RR406.3.1 Panel joint scaled.Plywood panel joints in the foundation --;I_----_--_- -(-------;--____f------y.__(In�-_i-_-------- =------- )-------------------- ---(In.)w- { o ' ' , L Q HDU2-SDS2.5 C 14 3 BrY+n 3ya 1a/z l a 5 SDS'ra`x2 3 3075 2215 0.058 1 1 ' ' 1 walls shall be sealed full length with a caulking compound capable of _____.__.__-___ _t-._.___. --- ---f s-_-------- --, - - - -------------------------- --------a------- MFOUNDATION FLAN ------_--_ LU producing a moisture-proof seal under the conditions of tetnpera[ure and m HDU4•Si1S2.5 i4 3 10 urs a% I 1e/a ,n _ 1J SDS_ x2's5"__ 3 4565 3265 O 17 ------------------------- ----------------- --- ' -------------- —- 'n HDU5-SUS2.5 1 l4 3 13346 I 3Ya l , 138 I's '14-SUS'/i x2',h' 3 —5545- 4065 0.115 _ I --- T— 1 moisture content at which it will be applied and used. -- rl 1 ; av • v p Q p po ,n — 3 5900 4305 0 084 o O I 1 1 < v d v g ° o• ,• <•• ' V J O U ~ 3 1s.8 1 3%z i 1,m a 20-SDs Va'x2Y __ - Is,t 24.i SMOKE DETECTOR N —————— r--7r————————— —— HDU5 SD52,5 h;.i0 a n i sc ^,: 1 1 1 L-- • -a SRR406.3.2 Below rade moisture barrier.A 6-mil-thick 0.15 mm r 1 1 1 •1 . 2X8 ACO LEDGER,LAG TO BOX $EAM WITH I/2 X 3 GAL 1 g ( ) a I --___ ave fro ssss ri.iis- Fs I INTERCONNECT PER GODS U film shall be applied over the below-grade portion of _-. (� polyethylenePP g Po I 1 SY> 9535 6865 0.137 i 11'6" D o LAGS,2 EVERY Ib" O.G. exterior foundation walls prior[o backfilling. Joints in the _ HDU11-SDS2 5 10 3 22',a I 3'.z j tYz 1 30 SDS''/a'x2%i �Y 17775 1 B045 013; o , O Q r polyethylene film shall be lapped 6 inches(152 min)and sealed with j r Tia ____ IN 00 14390' 10360 ____D_.,77 E DETECTOR ' 1 t uj The top edge of the polyethylene filth shall be bonded to the i HOU14-80S2.5 l '7: 3 25"i1a 3'/i I 1=!a 1456 l t 36•SpS: x2'k' - 5'x°- 14925'!" 10745 C.177 ONE PER FLOOR t 4 I --- ----- adhesive. 1 1 O U ' 1 M O �,, e CARBON MONOXIDE _ _ 1_ - — --— -- 1 ' 1 sheathingto form a seal. Film areas at rade level shall be protected ' - g P ,.Allowable!o=ils have beer,mr,eased fol earthquake or wind load duratlon>with last¢nrrs Hrldnwns shad be ins'.alled centered along the tr.tl'h of the attached post. , v ♦♦♦ i''• • Q O ; ire 1 O 9 from mechanical damage and exposure b a pressure reservativel treated I no further increase allowed:reduce where other!red durations govern 5.lension values are valid for holdowns flush or raised oil of sill plate. `• 1 1.L - g Po• Y' P P Y 1 0 ♦ , t Q s , o - � 2_The Designer must specify anchor belt.type,!engin and embedment.See S6 and fi.Oelle+;hdn at Highest Alio�.vabfe Tension!.cad includes fastener slip,holdoa.^n -____ _� ♦ , 4 Q = lumber or plywood strip attached to the wall several inches above finish SSTB Anchor Bolts "n, es 27.23 Reser to technical bulletin T-ANCHORSPEC for _ ♦ o ` ,'--- � ® ' 1 OO (l g / einngadcr,and acc'mr bell elongation(L=6').Ad;tdional elnngardn of anchor bolls grade level and extending approximately 9 inches(229 mm)below gr dile. retrofit anchor solutions(see page 191 for details), shall be accounted for by the Designer when holdowns are raised higher Iran 6•. The joint between the strip and the wall shall be caulked full length 3 Structural composite lumber columns have sides that show either the wile face orthe 7.Tabulated Icad.s may be doubled when the HDU is installed on opposite sides of the • ♦ ' . 1 _ ' ♦ o t- N 1 P g edges of the lumber strandsbeneers.Values in the tables reflect installation Into L,v wood member provided either the pest Is large enough to prevent opposing holdovm 8" THICK X S'd" HIGH ♦ d . v � r�� `` �"` �''♦ � .'�♦ z ru prior to fastening the strip to the wall. Other coverings appropriate to •,vise face.See tcer,deal til cdn T-SCLWLLINM for values on ma narrow lace(edge) screw interference or the,holdowns are oi'sM to eliminate screw mtcrferences. I ` ` ' \ the architectural treahnent may also be used. The pol}'ethylene f nth (seep f97 ter defotlsl. P.G, WALL ON lro X 8 ♦ o , ,_ 2-2x10 ACQ GIRDER_(-� 2x10 AGQ GIRDER �p 2-2x10_AGQ GII�DE ao 8 Noted HDU14 a!!or:^abl•:Coeds are teased o t a 5'fz'wide post;6x6 min.). 8= ----------------- - _ __ _�J_ -f '' _______= 1' 1 IS" DIA 42" DEEP OR n f d footing late but shall not[ 4.Pest design by Sa cibrr.Allowable load values are based on a minimum:wood member All other lozds are based on 311"wide post minimum, O shall extend down to the bottom o the woo oo g p M1 thickness in the r,rechon of the fasierer penetration.Posts!nay cons!sl of mu4iple 2x \ ----- --\— r — --- —1— —,-- L---•\— POURED CONCRETE FOOTING, TYP. - LINE OF PORCH ABOVE_ 1 overlap or extend into the gravel or crushed stone footing. members provided they are designed to act as one unit independently of the hnldovis 9•Requires heavy hex anchor out to achieve tabulated loads(supFlied IAth oofdovnl. , TO UNDISTURB1=17 SOIL r:> :l: sett°.x:Lt: -_ ''t1.M8FL�+(y^ W°`j .} '-i.t-' -:`.)i,,k�'h.:,," •pv'•.,�.:s:,t!:.:-.} 6' 11' 6'3" ' 1:�;;,�,: ,,Fs>r;r-= ,;��� .•:,,.�--_. �, `-:'�' 6,3.. bxb ACQ RR406.3.3 Porous fill.The space between the excavation and the POST TO DECK GIRDER. 14• .`,'a' .i: .., _'-- war -,aaxa:—,i,..wiinxwa`r i- ``•',.ua Akre: foundation wall shall be backfilled with the same material used for � 3" , 3" ANCHOR PER DETAIL footings,up to a height of I foot(305 mm)above the footing for well- '} 1It SHEET, TYP, drained sites,or one-half the total backfill height for poorly drained The PHD Series of pre-deflected ttaldowns are beta 1 I•I sites. The porous 511 shall be covered with strips of 30-pound(13.6 Capp for PHO, holdowns. t Simpson specifications ecificatiot`that 9 .I Sj PROVIDE 5/8" ANCHOR BOLTS, 20'0" 2'311 2'0" 4'4" 2'0" 2'3" 19,811 2'0" kg)asphalt paper or 6-toil(0.15 min)polyethylene to permit water seepageStrong-Tie % 36" O.G„ 12" FROM EACH CORNER while avoiding infiltration of fine soils. equivalent HDU models.See above for details on OR WALL BREAK, AND 12" MAX ' PAGE : the HDU series of pre-deflected holdowns. \ 1 ..?•:'' 37 FROM EACH SPLICE IN SILL PLATE54'6" §88filled 4 Backfill.The remainder s the excavated area shall be (FROM WFCM TABLE 3.2A) INSTALL , SEE DETAIL SHEET FOR backfilled with the same type of soil as was removed during the , HIGH WIND CONNECTION excavation. WITH 28 MIN EMBEDMENT IN 3000 PSI CONCRETE, -----___ A REQUIREMENTS WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL FOR WALL OPENING PROTECTION OF120 MPH 3-SECOND WIND GUSTS ( MAXIMUM MEAN ROOF HEIGHT: 35') SHUTTER ASSEMBLY N.T.S. I FOR PANEL SPANS: 0 <4'0 WIDE SPAN I � 23/32"APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD i .- (OVERLAP AROUND OPENINGS 4") I 1 ASSEMBLY: ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ I I #10x3" (w/WASHERS) GALVINIZED OR STAINLESS STEEL I I WOOD SCREW @ 16" O.C. I I e- I I ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: #10 TEE NUTS ATTACHED TO BLDG.w/#10x1-1/2 (W/WASHERS) I z MACHINE BOLT @ 12" O.C. I a w � I w � I J II •- lel,. II II II II I ' MULTIPLE SECTION ASSEMBLY: w 1/4" THICK BOLTS • 2' OG I II II 11 I I w 0 I I I I I I 52'6" I II I I I II I m 20,0" 32,6„ l i t I I I 4'6" 8, 111, 12'9" 6'4" SHUTTER ASSEMBLY I N.T.S. lel' l opI lel. l'. FOR PANEL SPANS: I I I I I 4' OR WIDER SPAN I I I I I I l STEP l l I l l STEP , L:, I I la' lel' U I I II I 23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD I I i I PLATFORM, PLATFORM, (OVERLAP AROUND OPENINGS 4") I l I I STEPS AND RAIL 5/4"xb"DECKING STEPS AND RAIL 5/4"x 6"DECKING -" X l I I TO GRADE PER CODE TO GRADE PER CODE 'Q 2x4 STRONG-BACKS e 24 OGI leJ 3'0' LL. IelI I 303ODH 6068 SLIDER ASSEMBLY: I I 1 1). PREASSEMBLE: PLYWOOD TO 2x4'6: • 10x3" (w/ WASHERS) GALVINIZED OR rj i i 2-2x10 HDR 1a-- Ul �Q STAINLESS STEEL WOOD SCREW 12" O,C. I I --•2 � � O 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ Ia, OVERT L U DRY SINK ;D W. (�% ti '., 8' CLG, HGT, � 1�- NIOx3" (w/ WASHERS) GALVINIZED OR STAINLESS STEEL l I ' V x-1-1 w N 1 O z f WOOD SGREWI 's 16" O,G. O w _ .� 6'0" O 1 25,6, o Q O ALTERNATIVE FA5TNER FOR SHUTTER TO BUILDING: - coo •10 TEE NUTS ATTACHED TO BLDG, w/ "10x1-I/2 ( W/ WASHERS) MACHINE BOLT 6 12" O,C, I O 2-2XIO DR p KITCHEN oLL BREAKFAST W Luo A m X O N 8' CLG. HGT, ,`^, 8' CLG, HGT, N N ll-1 O L ;RANGE � - r Q � O O !il Z Q O O I LINE OF FLOOR ABOVE w�co 0 v Q Q N O Q j1------------------_---_-_-------------- �Xi1 (l - 1 r r (L �. O CV O vooi tu N 0 W_ N co O m iI 0 2'0" 6' 10" 8'4" 14'0" U- N ' C4 . 4 �E9 ~ o Jap 3'0" tu 2-2x10 HDR SEARING WALL 4-2x4 �� '- 4-2x4 F 2-2x10 HD 0 , ENCsINEER: POST 2-2x1 HDR z ~LL d POST y Z 1/2 x14 POWER". BEAM � � C) wll — ' —"- - — - — - — - 1�3EARING A 2-1 3/4"x1l -1/811 SARI S WAL 0 Q H I LIVING: ROOM F NEIN ci o _6 12x10 RIDGE 6OYE) LL Nm: LVL FJ, cD 2-1 3/4"xn l/8' 8 CLG. HGT. ^ Q PWDR E,F, LVL 1=.J. a, 8 CLG, HGT, _ ® o )- Q L.O, FLOOR �; U L0 5'4 3'6" 2' 8" f 3'0" J , 16'0" 2'0" .,j(,,� I 11J m LL 1 -; G,O. Q 0 M '� '^L l� ���I LJ a U u OI 2 CAR GARAGEff 5/8" F.C. GWB ON O O w o WALLS AND CEILIINfs - v35 >1 1 Q 6 WALL e ® I PER CODE - e y 1 _;S\pC�P N JEFFREY T. BUTLER, P.E. 0.7 II V ' r -jl N N 00 "' CIS Q PREFAB, ZERO CLEARANCE ------a---------- ----------------------- 11 GAS FIREPLACE (A I LINE OF FLOOR ABOVE iv p, - - 1- �r 1 WITH 16" HEARTH PER CODE 1K o @ DINING->: ROOM � � _.i,l 3-2X8 HDR. PROVIDE FRESH AIR INTAKE , m ' x - ' 8' CLG. HGT, {', AND GLASS DOORS PER GORE 2-2x10 HDR `" 0 2-2x10 HDR µ O c VERIFY SIZE I � a C4 2X8 RR, O 3050 DH 3050 DH `' Q I I - I 1 _ U IL a xll ' LL 2Xro C,J, 1 Lu of 0 u o 2-2x10 HDR Q �n ' O C> 2x10 HDR Q (() z m 1068-3068-1068 3050-2 DH m I d J u z ' X o 1 \ cli ALINE OF FLOOR ASOvE Q --- --, ,\ 1 M /1 ' ICU o o y� 1--L uj X COVERED PORCH I O H �4 U c� Ca N @ 5/4" X 6° DECKING O � U .y+ 0 o n F- N �O 2-2x10 HDR �; 'Vj \ 1 cV CL V 3-2X8 HDR, 3-2X8 HDR. 3-2X8 HDR. In . N O p 3450 DH - - - - - - - — - — - — - - - - - - — - — - — - — - n/ N LL O STEPS AND RAIL 6" DECORATIVE ll- p o TO GRADE PORCH POST, PER CODE ANCHOR PER O DETAIL, TYP. Z � y W 6'0" 8'4" 5'8" 2'211 2'2" 4'2" 9'2" 6'4" U u n N FIRST FLOOR PLAN 20'0" 2'3" 2'0" 4'4" 2'0" 2'3" 2'0" 01.0 via ame via alle pie LIVING AREA = 1,008 SQ,FT, CxARAGE AREA = 440 SQ.FT, 52'6" SEE DETAIL SHEET FOR FRONT PORCH AREA = 185 SQ,FT, PAGE : HIGH WIND CONNECTION INTERCONNECT PER CODE REQUIREMENTS e CAR50N MONOXIDE DETECTOR 4 O f ONE PER FLOOR 46'8" N z 0 14'2" 32'6" w w- 6'0" S'6" 4'9" 13'3" �7 w O EXIT } tQ w 3050-2 DH 2640 2640 TL O 2-2x10 HDR 2-2x10 HDR AQ[ w ul TUB/SHOW TUB/SHOWS ul U v O � 0 11'4" �p 5' 0" 3,6" ll U 5'0" 5,6" ;o e - - 4„ !p .9 MASTER @ @ BATH W,I.C. N m m BATH d C,, c� 8' GLCs, His 8' GLG. HGT. V _O O N N 5'0" `�4,TTIq • 5'7" 5'7" 2 0" BEDROOM 03 W"G' Cr, s U N GL GL 8' cLG, Her, 2'4" Q 0RARF GL X 4 5,0, 5101. o c • LL. 11'6" ;n v C,O, 2,4" 2'4" w • cfl B FRAME WALL TO lu O BOTTOM OF C,J, v 2XIO RIDGE D 6.r - io�wa - _ - _ _ _ - - - - - - T - _ - - - - - - - - -- - 0 ^ r JU ch u r CD 2X10 RIDGE - - - - - - - o0 12,0" L cfl O V N M 9 1— � O N N BEDROOM 04 O - (�(� O N V 8' CLG. HGT, - - Q x in D co O�c o N 7'2° 1'4" OPEN MASTER BEDROOM M Z co • I °O iv CL CL TO I 0 CATH. CLG, N o It _ 2-2x10 HDR BELOW 13' 10" 2-2x10 HDR 2'6" o ' 6 � ' 0 O BEDROOM 02 I I° � Q m Q ,� oo �� 5'0 8' GLG. HGT. 2-2x10 HDR O U Imo+ 0 3050-2 DH p , Il _ _ _ _ 0 -- _----__-_-3-2x40— - — - -x l EXIT 0 QU I `'off QC N 12'z" \fibG 7'0" m I I I ENGINEER: +/� ' ' ` 2-2x10 HDR 3-I 3/4"X3 I/2 LVL UPSET g xb► I N 2x8 R.R. 4-2x4 - - 3040 DH— - — -4-2x4 16" 0,r- 16" O.C. w P05T ' P05T2-2x1 2x8 R.R. I 2x8 R.R. � HDR g 16" O.G, GT6 e, 4 2x6 R.R. ' 2x6 R.R. ` 3050-2 DH 0 Ex1r �o � JEFFREY T. BUTLER, P.E. .Q� 2-2x10 HDR ryo� N 345ODI4 EXIT Z 0 8 Q �o a N 7'3" 6, 11" 2'2" 2,2" 4'2" 4'2" 5'0" 5101. ale fu l� U Q O 14,2" 2'3" 2'0" 4'4" 2'0" 2'3" 8'4" 10'0" 1'4' O Lu Z H m — ( Z � Q 46S } Oma uj SEE DETAIL SHEET FOR SECOND FLOOR FLAN Q � U U v HI(SW WIND CONNECTION REQUIREMENTSLIVING AREA = 1140 SQ,FT, cn N o � O ® INTERCONNECT PER CODE0Lo 0 0 e CARBON MONOXIDE DETECTOR o ONE PER FLOOR (� z z 0 a a U N o FAGS : FACE OF FOOTING 2x4 CONTINUOUS LATERAL BRACE AT 6' O.C. TRUSS OR CEILING JOIST 2-I0d NAILS 1 GABLE END TRUSS to ul � 0- H O LL u ul u - NAILS H/3 BUT NEED NOT H EXCEED 40 FT. MAX, 5d COOLER NAILS AT 10" C. ' /`\\ BRACELOCK WITP 4-IOILd NAILS EACH 1-1/2 BUT NEED NOT EXCEED 15 FT, MAX, GYPSUM BOARD 5d COOLER NAILS AT l" O.C. 20 GAUGE STRAP 0 10-Sd NAILS j w w FOUNDATION CLEARANCE FROM S1_O1=E6 FIGUIRE fR403.1.1. 1 ENDWALL STUDS ENDWALL JOISTS C�AIBLE ENDU ALL 51R,ACING A A (WFCM FIGURE 3,'1a) o BLOCKING N W BLOCKING o �i EXTERIOR OR BEARING WALL w SECTION A-A TOP PLATES FLOOR EBRACING AT END IBAYS STUD IIIFC: FIGURE I /I—)l NOTCH GREATER THAN (WM FIGURE 3.rob 50% OF THE PLATE WIDTH BORED HOLE MAXGYPSUM BOARD • 16d NAIL AT 24 O.C. DIAMETER 60%. 16 GAGE (0.054") AND 1.5" WIDE (� OF STUD DEPTH • METAL TIE ACROSS AND TO EACH SIDE OF THE NOTCH WITH 8-16d -� 5/8" MIN. TO EDGE NAILS EACH SIDE % x 5/8" MIN. TO EDGE LL WOOD STRUCTURAL PANEL (�• INSTALLED IN ACCORDANCE +�- LU `Q r D- 8d NAIL AT 6 O.C. WITH NAILING SCHEDULE v NOTCH MUST NOT EXCEED TOP PLATES 86 NAIL AT 4" O.C. (ALL PANEL EDGES) (TABLE 3.1, WCFM HIGH WIND EDITION) ff Q r r 40% OF STUD DEPTH '' 1 3 Sd NAIL AT 12" O.G. ON ALL FRAMING MEMBERS NOT AT (K cYl PIPE PANEL EDGES fq O 12" MAX, mm )" Q BORED HOLES SHALL NOT (a) OUTSIDE CORNER DETAIL D 11)Q LU � BE LOCATED IN THE SAME NAILS BASED ON • Z CROSS SECTION OF CUT OR SHEAR WALL REQUIREMENTS Sd NAIL AT 6 NOTCH IN STUD TOfi� PLATE FRAMINGFRAMINGTO ACCOMMODATE }�Ii�INC� " O.C, GYPSUM BOARD (ALL PANEL EDGES) � Q m DIAPHRAGMNO CEILINGJ CENTER 2x BLOCKING NOTCHING AND f3CRED HOLE LIMITATIONS REQUIRED ON SHEATHING JOINT LL /� WALLS I 41p 15/32 WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANEL L FOR INTERIOR NON3 ,�i2INC WAL1.-S ON GABLE FACE AND ON WALL BELOW INSTALLED IN ACCORDANCE BASED ON SHEARWALL REQUIREMENTS 16d NAIL AT 24 O.C. WITH NAILING SCHEDULE ENGINEER: (WFC:M 2001 SfBC HIGH WIND EDITION) (TABLE 3.1, WCFM HIGH WIND EDITION) RAFTERS AND CEILING GA5LE ENDWALL 1BALLFRAMING Sd NAIL AT 6" O.C. ON ALL �OF E y0 JOISTS OR APPROVED FRAMING MEMBERS A7 PANEL �� �J ROOF TRUSSi� REFERRED METHOD EDGES AND 12 O.G. ON ALL o.l 1 'T FRAMING MEMBERS NOT AT i Uj PANEL EDGES xn a , K CC ul TOP PLATE SECOND STORY TOP PLATE- (b) INSIDE CORNER DETAIL it SEE DRILLING AND 1-1��4 EXTERIOR /� \� '^ ('7 � NOTCHING PROVISIONSCCORNERM INCA ``� o JOIST IS PERMITTED TO g BE CUT OR NOTCHED WALL STUD- JEF1=R ��TF �fTR, P.E. TOP PLATES FLOOR JOIST- BETWEEN THESE LIMITS SEE DRILLING AND Q SEE DRILLING AND BOTTOM PLATE NOTCHING PROVISIONS NOTCHING PROVISIONS O WFCM SECTION 3.4.1.1,1 WFCM SECTION 3.3.1.1.1 1/3 SPAN 1/3 SPA m JOIST ENDS TO BE O 8 cD > STUD O i F— BLOCKED AGAINST WALL WALL WALL a T ROTATION IN ACCORDANCE ROOF FRAMING DOUBLE TOP PLATE 4" 4" O a WITH WFCM 3.3.1,3-END RESTRAINT I Lu O FOR BLOCKING AND 3.3.1.4 BRIDGING U 10 0 BORED HOLE MAX TOP PLATE BAND JOIST AND BRIDGING DIAMETER 40q OR BLOCKING SEE WFCM SECTION 3.3 Tus LU OF STUD DEPTH I ' 30 Q O � •. C9 z BEARING RIPPLE STUDS 21" CLEARANCE � >u z Z m --STUD TO RAFTER CONNECTION o 5/8" MIN. TO EDGE WALL Lu 4 Lu HEADER OR FLOOR TO FLOOR CONNECTION 24" CLEARANCE n' O DEPENDING ON CONDITION, SEE IN FRONT OF i 5/0" MIN. TO EDGEDETAILS ON SHEET 'T OF 't THIS SET OPENING BOTTOM PLATE Q O O LAP JOIST 3 IN. MIN. HEADER TO STUDS-'4LAVATORIES O V II SHOWER O Q NOTCH MUST NOT EXCEED BAND JOIST WATER U OR BLOCKING CLOSET O 25% OF STUD DEPTH FULL LENGTH � U NOTCHES SHALL NOT BE JOIST WALL STUDS LOCATED IN MIDDLE ONE-THIRD SILL PLATE 15 OR BIDET 15 O U HEADER STUDS WALL WALL OF STUD LENGTH NOTE: cn O o w • UPLIFT CONNECTION IS REQUIRED �- � 0 0 CRAWL SPACE 9 IF HOLE IS BETWEEN 40% AND 60go \SUBFLOOR _ ___ ___ AT EACH END OF HEADER AND OF STUD DEPTH, THEN STUD MUST BE OR BASEMENT __--------'''------__ TUB O v u AT BOTTOM OF HEADER STUDS IN BORED HOLES SHALL NOT FOUNDATION , 1 , , ADDITION TO CONNECTORS AT z O DOUBLE AND NO MORE THAN TWO � � � � � � BE LOCATED IN THE SAME Nb UPLI�t SUCCESSIVE STUDS ARE DOUBLED F CROSS SECTION OF CUT OR , , CC�JNECT(¢ , , WALL STUDS AND AT TOP AND p a NOTCH IN STUD AND SO BORED R �2UIRT,7 BOTTOM OF CRIPPLES 21" CLEARANCE 21" CLEARANCE PLATFORM FRAMING INTERMEDIATE STUD TO PLATE TUB NOTCHING AND BORED HOLE LIMITATIONS BEARING WALL /FOUNDATION HEADER TO STUDS: USE TSTA 18 W/14 IOd NAILS PAGE :FOR EXTERIOR W A)_LS AND aEARING WALLS TYPICAL UJALL, FLOOR AND ROOF FRAMING STUD IN S LESS TH NDATION: (OPENINGS LESS THAN 6 FEET): USE DSP W/8 IOd NAILS IN STUD AND 4 lOd NAILS IN PLATE (OPENINGS GREATER THAN 6 FEET): ADD PHDS AT KING STUDS (2 TOTAL), INSTALL PER DETAIL SHEET I WATER CLOSETS (WFCM 2001 SSC HIGH WINDUITfON� TYPICAL FRAMING AND UPLIFT FIGURE R30-1.2 CONNECTIONS FOR OPENINGS MINIMUM FIXTURE CLEARANCES (TABLE 3.10 WFCM HIGH WIND EDITION) 120 MiLE RER HOUR ZONE - NAILING SCHEDULE ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS The design of this structure is based upon the prescriptive approach using the GENERAL NOTES: (120 MPH 3-SECOND GUST = SO MPH FASTEST-MILE WIND SPEED [PER TABLE R3-1.2.1.3D _ (TABLE 3.1, WFCM HIGH WIND EDITION) Wood Frame Construction Manual, High Wind Edition (WFCM)published by The American Forest 1.All work shall be performed in accordance with all state, municipal,local zoning and building codes and ordinances SHEATHING LOCATION STUD SPACING STRUCTURAL SHEATHING MAXIMUM NAIL SPACING , and Paper Association. (2001) P 9 9 Non-structural elements are based upon The New York State Residential Code-2010 Edition having jurisdiction and best standards of construction (SEE NOTE U (INCHES, O.C.) OR PANEL SIDING FOR Sd COMMON NAILS o JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING For the Climatic and Geographical Design Criteria,see Table R301.2(1)on cover sheet. practice. (SEE NOTE 3) (INCHES, O.C.) . All non-engineered lumber to be Douglas Fir#2 or better The American Institute of Architects Conditions shall apply E 6 • ROOF FRAMING Wind Limitations-Section R301.2.1 to all work performed on this project. 4' PERIMETER EDGE ZONE 16 0 Design Criteria-Section R301.2.1.1 (See Table R301.2.1.2 for Wind-Borne Debris Protection 2.The Contractor shall verify all conditions at the site. Any F (0 RAFTER TO TOP PLATE (TOE-NAILED) 4-8d PER RAFTER Fastening Schedule For Wood Structural Panels) discrepancies must be brought to the attention of the Engineer Dead Load-Section R301.4 prior to commencement of construction. The Contractor shall be E 6 4-Sd PER JOIST responsible for corrections not reported once he has started work INTERIOR ZONE 16 CEILING JOIST TO TOP PLATE (TOE-NAILED) Live Load-Section R301.5 p p Light and Ventilation-Section R303 except for hidden job conditions. F 12 (SEE NOTE 2) CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) 9-166 EACH LAP Minimum Room Areas-Section R304 3.Contractor shall guarantee to the Owner that all materials and equipment incor orated in the work will be new,and that all work E 4 9-16d EACH LAP Ceiling Height-Section R305p GABLE ENDWALL RAKE AND RAKE TRUSS CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) Sanitation-Section R306 will be of good quality/,free from faults and defects for a period F 4 6-ad PER TIE Toilet Bath and Shower Spaces-Section R307 of one year from the relate of the final Certificate of Occupancy. COLLAR TIE TO RAFTER (FACE-NAILED) Glazing-Section R308 4.The Engineer shall not be responsible for the construction means, E - NAIL SPACING AT PANEL EDGES (IN.) BLOCKING TO RAFTER (TOE-NAILED) g p es 2-Sd EACH END Garages and Carports-Section R309 methods,techniques„sequences or procedures,or for the safety F = NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN.) precautions and programs in connection with the work,and he Emergency Escape and Rescue Openings-Section R310 P P 9' 2-16d EACH END Exits-Section R311 shall not be responsible for the contractors failure to carry out RIM BOARD TO RAFTER (END-NAILED) 1. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH ' o the work in accordanice with the construction documents. The Stairways-Section R311.5 SIDE OF.THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. °• WALL FRAMING Handrails-Section R311.5.6 Engineer shall not be,responsible for the acts or omissions by . ° the contractor. No changes shall be made in the documents Guards-Section R312 9 Simpson Strong-Tie TOP PLATE TO TOP PLATE (FACE-NAILED) 2-16d (BEE NOTE 1) PER FOOT and/or the building as designed without the expressed written 2. TABULATED 12 INCH O.G. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING o, Smoke Alarms-Section R313 g g p TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4-16MEMBERS WITH G30.49. FOR FRAMING MEMBERS WITH 0.42ZGZ0.4% THE NAIL SPACINGS SHALL BE d JOINTS - EACH SIDE Foam Plastic-Section R314 consent of the Engineer. ••o MT530C OR CS16 0/" Flame Spread and Smoke-Section R315 5.The contractor and all subcontractors shall maintain continuous REDUCED TO 6 INCHES O.C. oo COILED STRAP Insurance coverage including statutory policies(Worker .® AT EACH ROOF RAFTER STUD TO STUD (FACE-NAILED) 2-16d 24" O.G. Insulation-Section R316 g g Dwelling Unit Separation-Section R317 Compensation,etc.)and general liability in an mount not 3. TABULATED 6 INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING HEADER TO HEADER (FACE-NAILED) 16d 16 O.G. ALONG EDGES Moisture Vapor Retarders-Section R318 less that$5 million and automobile liability and damage MEMBERS WITH G30.49. FOR FRAMING MEMBERS WITH 0.42rGCO.49, THE NAIL SPACINGS SHALL BE USE 8-16d NAILS AT Protection A -Section R319 coverage not less than$2 million. The Engineer shall be 2-16d REDUCED TO 4 INCHES O.C. EACH END TOP OR BOTTOM PLATE TO STUD (END-NAILED) PER Decay-Section PER 2x4 STUD g y Protection Against Termites-Section R320 a named insured on any and all policies. z Site Address-Section R321 6. Provide copper teirmite shields over fibrous o 3-16d PER 2x6 STUD insulation at all perimeter sills. 4. TABULATED 4 INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING STUD TO ROOF RAFTER N Accessibility-Section R322 p' MEMBERS WITH G30.49. FOR FRAMING MEMBERS WITH 0.42LGZO.4% THE NAIL SPACINGS SHALL BE tu 4-16d PER 2x8 STUD Elevators and Platform Lifts R323 7.All wood in contact with concrete or masonry to be Wolmanized Flood Resistant Construction-Section R324 or pressure creosoted. REDUCED TO 3 INCHES O.G. BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST OR BLOCKING (FACE-NAILED) 2-16d (SEE NOTE 1,2) PER FOOT 8.A single station srnoke detector alarm device shall be installed Simpson Strong-Tie Tie CONNECTION Foundations-Chapter 4 in each bedroom,on all floors and shall be all interconnected per code. p �� g- FLOOR FRAMING Design based upon presumptive load bearing values of sandy gravel and/or gravel at 3000 pounds 9.All bathrooms without operable windows to be mechanically ventilated CS16 1/4 COILED STRAP per square foot. Contractor to consult Engineer if different soil materials are found upon excavation, as per New York State Code. 16" O.C. USE 4-56 NAILS JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-5d PER JOIST or test hole,for alternative footing and foundation wall design. 10. Heating to be designed to provide 70 degrees F.with outdoor designed air-temperaiture of 0 degrees F.and 15 MPH wind. AT EACH STUD, WRAP BRIDGING TO JOIST (TOE-NAILED) 2-Sd EACH END Foundation Notes: 11.All electrical work;to be in accordance to the rules and UNDER SILL PLATE BLOCKING TO JOIST (TOE-NAILED) 2-5d EACH END 5/8"Anchor Bolts(SSTB 28)See chart on this sheet for spacing regulations of the N.Y.B.F.U. and a N.Y.B.F.U.certificate is MIN OVERLAP IS 12" 8"poured concrete foundation wall,8'0"high,3000#test to be presented to the Owner at the completion of the job. • • BLOCKING TO SILL OR TOP PLATE (TOE NAILED) 3-16d EACH BLOCK Minimum depth-Section 403.1.4,48"minimum coverage to top of footing 12.Plumbing Installation to comply with State and Local codes 0 NOTE: 16"x 8"poured concrete wall footings, 3000#test and the sewage disposal system to meet Health Department standards. 0• • STRAPS MAY BE @ o LEDGER STRIP TO BEAM (FACE-NAILED) 3-16d EACH JOIST 2-1 '/."x 11 7/8"Microlam Girder(or 3'/2"x 11 7/8"Power Beam) 13. Do not scale drawings. Use figure dimensions only. •0 • PLACED EITHER , M 4"poured concrete floor slab with 6x6x#10 mesh and vapor barrier 14.All work to conforim to the rules and regulations of the New York 0 00 UNDER OR OVER _ JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-Sd PER JOIST Damp proofing at exterior foundation below grade-Section R406 Energy Conservation Construction Code. All glazed area to be double • ' • SHEATHING 0 30"x 30"x 12"deep poured concrete column footings,3000#test glazed and all exterior doors to have insulated cores. • • 00 • - e o BAND JOIST TO JOIST (END-NAILED) 3-16d PER JOIST Deck and porch footings as noted,3000#test,48"minimum buried depth 15.The Insulation protection as indicated on these plans exceeds • • 00 N z BAND JOIST TO SILL OR TOP PLATE ITOE-NAILED) 2-16d (SEE NOTE 1) PER FOOT Foundation wall to extend a minimum of 8"above finished grade the Code's minimum:standards. i All footings to be carried down to undisturbed soil 16.These drawings and specifications are instruments of service and • ' •0 w ROOF SHEATHING No footing shall be set higher than a 30 degree angle from any other footing shall remain the property of the Engineer whether the project for • ' • • Pour no concrete on frozen ground or in freezing weather which they are made is executed or not. They may not be used . • • • STRUCTURAL PANELS ad SEE TABLE 3.11 THIS SHEET Provide 3%"steel lally columns on any other project except by written authorization of the Engineer. 0 • • ' ! Backfill shall not be placed against the wall until the wall has sufficient strength and has been 17.The engineer has;not been retained for site supervision,on-site • ' m DIAGONAL BOARD SHEATHING anchored to the floor above,or has been sufficiently braced to prevent damage inspections and certifications as required or requested by the owner, b the backfill Section R404.1.7 contractor or local Wilding department. . • . ► . • , 1"x6" OR 1"x8" 2-8d PER SUPPORT Y ( ) i"AO" OR WIDER 3-Sd PER SUPPORT Floors-WFCM Prescriptive Method UPLIFT-CONTINUCJS PATH CONNECTORS ° • • , . Floor framing shall be nailed in accordance with Table 3.1 WFCM HIGH WIND EDITION 00 CEILING SHEATHING Draftstopping-Section R502.12 USE SIMPSON STRONG-TIE CONNECTORS 00 �� �� Fireblocking-Section R502.13 FOLLOW PRODUCT'SELECTION GUIDE AND GYPSUM WALLBOARD 5d COOLERS 1 EDGE / 10 FIELD INSTALLATION MANUAL FOR HIGH WIND RESISTANT • • Cf) Floor Floor Construction: CONSTRUCTION CATALOG C-HW02 0Simpson Strong-Tie 0 • j U '/,"OSB plywood subfloor,fasten per Table 3.1 WFCM 0 Floorjoists:See Foundation and Floor Plans,spacing as noted I WALL SHEATHING . O ANCHOR BOLTS IN FOUNDATION USE: 0 CSI(o 14COILED STRAP 8d SEE TABLE 3.11 THIS SHEET STRUCTURAL PANELS - • , N Fasten per Table 3.1 WFCM SSTB28 WITH BEARING PLATE,SEE FOUNDATION leo O.G. USE 4-8d NAILS 2-2x6 ACQ sill with copper termite shield and sill seal NOTES FOR SPACING • • t � t- PP AT EACH STUD � Finish floors per agreement SILL PLATE TO RIM JOIST USE: 00 MIN OVERLAP IS 21" • FIREBOARD PANELS 0 Z/16" 6d 3 EDGE / 6 FIELD p tY) Wall Construction-WFCM Prescriptive Method LTP4 16"O.C.AT EXTERIOR PERIMETER �/ 'Q 25/32" ad 3" EDGE / 6" FIELD Wall framing and finishing shall be nailed and or screwed in accordance with AND GARAGE/HOUmE COMMON WALL X FLOOR TO FLOOR CONNECTIONS Table 3.1 WFCM USE 4 8d NAILS AT EACH END GYPSUM WALLBOARD 5d COOLERS l" EDGE / 10" FIELD nj m r X 1x6 Pine fascia,wrap p /� J,�- � �... , Vinyl vented soffits Overhangs as noted GARAGE STUD TO GARAGE SILL PLATE USE: BILL PLATE TO RIM JONST AND JU Q X z 1.J_ HARDBOARD ad SEE TABLE 3.11 THIS SHEET SSP CONNECTOR AT 16"O.C. PARTICLEBOARD PANELS ad SEE TABLE 3.11 THIS SHEET Aluminum gutters and leaders USE 4 8d NAILS AT"=ACH END RIM JOIST TO STUD CONNECTION Otx1 Siding:See Elevations DIAGONAL BOARD SHEATHING Tyvek housewrap RIM JOIST TO STUD CONNECTION USE: mm O '/Y"OSB sheathing,see fastening schedule,Table 3.1 WFCM MTS 12, 16"O.C. IJP O J 1"x6" OR I"x8" 2-Sd PER SUPPORT 2x6 Studs @ 16"o.c.with 2x6 shoe and double 2x6 plate USE 4 8d NAILS AT(EACH END Simpson Strong-Tie 0 '/z'Gypsum wall board CS16 1%4" COILED 1/2" SPACINGS -BLOCKING AT a O 1"x10" OR WIDER 3-Sd PER SUPPORT FLOOR , 1 FLOOR CONNECTION USE: STRAP WIN MIN 12" ALLOWS " CfJ 5/8"Type X GWB in garage o 24 O,C. ALLOWS '/2'MR GWB in wet areas MSTA 36, 16 O.C. _ FLOOR SHEATHING USE 4 8d NAILS AT EACH END OVERLAP AT EACH HOLDDOWN HOLDDOWN At least one window in each sleeping room shall comply with the exit requirements of section R310 cv FOR CANTILEVER CONDITION USE MTS12, 16"O.C. INSTALLATION Note drilling and notching limitations in figure R602.6(1)for bearing walls STUD INSTALLATION SIDEWALL -� STRUCTURAL PANELS and figure R602.6(2)for non-bearing walls. USE 4 8d NAILS AT EACH END 1" OR LESS ad Co" EDGE / 12" FIELD Follow exterior corner framing detail figure R602.10.5 RAFTER TO STUD CONNECTION USE: � U- GREATER THAN I" IOd 6" EDGE / 6" FIELD Roof Assemblies-WFCM Prescriptive Method MTS 12, EACH ROOIF RAFTER ENDWALL o L- lu Asphalt strip shingles shall have a minimum of six(6)fasteners per shingle(section R905.6) USE 8 16d NAILS Ar EACH END HOLDDOWN DIAGONAL BOARD SHEATHING Underlayment application(Section R905.2.7) ; o p 2-Sd PER SUPPORT For roof slopes of two(2)units vertical in twelve(12)units horizontal(17-percent slope), RAFTER TO RIDGE'TO RAFTER CONNECTION USE: INDUS) o CORNER STUD 1"x6" OR I"x8" CS20 USE 8-8d NAILS IN EACH END up to four(4)units vertical in twelve(12)units horizontal(33-percent slope),underlayment CONNECTED TO 1"x10" OR WIDER 3-Sd PER SUPPORT shall be two(2)layers applied in the following manner.Apply a 19-inch(483 mm)strip of AT EACH ROOF RAFTER ENGINEER: underlayment felt parallel with and starting at the eaves,fastened sufficiently to hold in place. TRANSFER SHEAR o 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" ON-CENTER AT THE PANEL EDGE. IF WALL SHEATHING IS NAILED 3" ON-CENTER AT THE PANEL EDGE Starting at the eave, apply 36-inch-wide(914 mm)sheets of underlayment,overlapping DECK POST TO CONCRETE CONNECTION USE: Z-16d COMMON ; QF TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE CONNECTORS,SUCH AS SHEAR PLATES, successive sheets 19 inches(483 mm),and fastened sufficiently to hold in place. PBS44A FOR EACH POST-USE 14-16d NAILS D O HOLDDOWN NAILS AT 10" O.G. `�,r, f o SHALL BE USED TO MAINTAIN THE LOAD PATH. For roof SIOpeS Of four(4)units Vertical In twelve(12)units I (HDU5) O DECK POST TO GIRDER CONNECTION USE: WHEN WALL SHEATHING IS CONTINUOUS OVER CONMECTED MEMBERS,THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO I-]rod NAIL PER FOOT. Ice Protection(Section R 905.2.7.1) �\-2-lroolPC44 FOR EACH PAST ® CORNER STUD 2. - ; +COMMON Ii }, Underlayment In High wind(Section R 905.2.7.2) NAILS AT u o CONNECTED TO Flashing (Section R 905.2.8) GIRDER TO DECK JOIST CONNECTION USE: O,CTRANSFER SHEAR 6 , (TABLE 3.11 WFCM HIGH WIND EDITION) Chimney's and Firespaces-Chapter 10 MTS12 @EACH JOIST WALL SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS Energy Efficiency-Chapter 11,see attached report FLOOR TO FLOOR CONNECTIONS- \� Mechanical-Chapter 12 PORCH POST TO DIECK USE: (120 MPH 3-SECOND GUST = 90 MPH FASTEST-MILE WIND SPEED [PER TABLE R3-1.2.1.3D 0 El 6 0 General Mechanical Systems-Chapter 13 2-AC4 -USE 14-1 6d NAILS CANTILEVER CONDITION STRUCTURAL SHEATHING MAXIMUM NAIL SPACING Heating and Cooling Equipment-Chapter 14Exhaust Systems-Chapter 15 PORCH POST TO GIIRDER USE:2-AC4 JEFFREY' T. BUTLER, P.E. SHEATHING LOCATION STUD SPACING OR PANEL SIDING FOR 8d COMMON NAILS Duct Systms-Chapter 16 USE 14-16d NAILS (SEE NOTE 1) (INCHES, O.C.) (SEE NOTE 3) (INCHES, O.C.) Combustion Air-Chapter 17 „ Q Ql PORCH ROOF RAFTER TO GIRDER USE: 1 3/4 MINIMUM I � E 6 Chimneys and Vents-Chapter 18 BP 0 -� 4' EDGE ZONE 16 Plumbing-PartVll Simpson Strong-Tie MTS 12 AT EACH ROOF RAFTER EDGE DISTANCE I r F 12 (SEE NOTE 2) H-2.5 CLIPS -0 i6" O.C. MOLD DOWN 5R,ACfKETS AT SHEAR WALL CORNERS, 0 e USE S-Sd NAILS LL o d INTERIOR ZONE 16 2 AT EACH STUD AND WINDOW AND DOOR OPENINGS LU U Z Q F E = NAIL SPACING AT PANEL EDGES (IN.) (FLOOR TO FLOOR 4 FLOOR TO w 0i Q F - NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN.) Simpson Strong-Tie () \. }- } U210 2X64.. FOUNDATiON;WFCM FIGURE 3,Sa 4 3.Sb) cn O LU Z o 1. FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT EDGE ZONE ATTACHMENT AT EACH RAFTER 4 LLZ z Simpson Strong-Tie REQUIREMENTS SHALL BE USED. (P Q LU m 4-10d x 1 1/2" AC4 O -1 = Q 2. TABULATED 12 INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO STUD FRAMING NOTE. le „ AT EACH POST RIDGE TENSION STRAP Q Q ") O JU MEMBERS WITH G>O.49. FOR FRAMING MEMBERS WITH 0.42SG�0.4% THE NAIL SPACINGS SHALL CS20 USE 8-Sd NAILS N d) O _ BE REDUCED TO 6 INCHES O.C. Q '` ATTACH LEDGER TO FRAMING IN EACH END AT p d U MEMBER WITH 2-1/2" X 5" LAG SEE PLAN EACH ROOF RAFTER O U O 3. FOR EXTERIOR PANEL SIDING, GALVANIZED BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED D D �D BOLTS AT 16" ON CENTER I . }IL- U C4 FOR COMMON NAILS. ' a o a o a 4 n� ^ c ^ 44 iJ- Ql p Q 'L ;.; L1 `p Q 'L Simpson Strong-Tie iU 9 (TABLE 3.28 WFCM HIGH WIND EDITION-2001) - IL C ��D �� C �� D �� U210 2X6 LL u SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING LATERAL E SHEAR LOADS o C 4 4 0 o o AT EACH CEILING JOIST c ° RAFTER Z O 4-10d x 1 1/2" G' LU� FOUNDATION FOUNDATION MAXIMUM ANCHOR MAXIMUM ANCHOR Q � ,e Z � Z\ 'L > o G -7 BOTTOM PLATE TO D BOLT SPACING (IN.) BOLT SPACING (IN.) _ BOLT CONNECTION RESISTING SUPPORTING (1/2" ANCHOR BOLTS) (5/8" ANCHOR BOLTS) C �� � 'o c 'o c 'o c �c Q �rz L;, <14 / 4� RIDGE BEA d n 4 n GI n 4 Simpson Strong-Tie a n JOIST HANGER REQUIRED LATERAL AND SHEAR LOADS 1-3 STORY 30 45 G= Zi L= </1 o D :. U210 2X6 �• O =• , AT CATHEDRAL CEILINGS > > > 2" MINIMUM LSSU OR EQUAL i. AT EACH DECK/PORCH JOIST SIC) COVER U1�4LL TO c a L ° a ° 4-10d x i 1/2 . 6.�' Simpson Strong-Tie RIDGE PAGE : NOTE: MAX 12" FROM EACH CORNER AND EACH SPLICE, PROVIDE BEARING PLATE BY SIMPSON, SEE DETAIL ° d ° 4 11 Simpson Strong-Tie PBS44 FOUNDATION b 'p „ 4 p D T�}=iC,�L }�ORC�--I�pI=C 5ST528 WITH BP t AT EACH POST FOOTING TENSION-ST�,4}� O� CONNECTIONS LEDGER CONNECTIONS ANCHOR 5OLT DETAIL PORCH COLUMN CONNECTIONS DETAIL