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HomeMy WebLinkAbout38695-Z(�jfr�rt. Town of Southold 4/7/2015 P.O. Box 1179 53095 Main Rd �t�94-0'1 Southold, New York 11971 jo CERTIFICATE OF OCCUPANCY No: 37499 Date: 4/7/2015 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 455 Cedars Rd, Cutchogue SCTM #: 473889 Sec/Block/Lot: 109.-6-9.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/18/2014 pursuant to which Building Permit No. 38695 dated 3/4/2014 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 with unfinished basement, attached garage, covered front entry and rear stoop as applied for. The certificate is issued to Manzi Homes East LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED �l�ni�ni 5 R10-13-0071 38695 2/17/2015 2/18/2015 (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 38695 Date: 3/4/2014 Permission is hereby granted to: Manzi Joseph G Irrev Trust 9 Rockhall Ln Point, NY 11778 To: Construction of a new single family dwelling as applied for per SCHD approval. At premises located at: 455 Cedars Rd, Cutch SCTM # 473889 Sec/Block/Lot # 109.-6-9.3 Pursuant to application dated To expire on 9/3/2015. Fees: 2/18/2014 and approved by the Building Inspector. SINGLE FAMILY DWELLING - ADDITION OR ALTERATION $1,876.80 CO - NEW DWELLING $50.00 Building Inspector TOWN OF SOUTHOLD 'o- BUILDING DEPARTMENT TOWN CLERK'S OFFICE 'a 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 #: 38695 Date: 3/4/2014 Permission is hereby granted to: Manzi Joseph G Irrev Trust 9 Rockhall Ln Point, NY 11778 To: Construction of a new single family dwelling as applied for per SCHD approval. At premises located at: 455 Cedars Rd, Cutch SCTM # 473889 Sec/Block/Lot # 109.-6-9.3 Pursuant to application dated To expire on 9/3/2015. Fees: 2/18/2014 and approved by the Building Inspector. SINGLE FAMILY DWELLING - ADDITION OR ALTERATION $1,876.80 CO - NEW DWELLING $50.00 Building Inspector Form No. 6 -- TOWN OF SOUTHOLD �r:1 BUILDING DEPARTMENT TOWN HALL 765-1802 !11 APR -1 APPLICATION FOR CERTIFICATE OF OCCUPA CY This application must be filled in by typewriter or ink and submitted to the Building Dep rtment with the fal ldwi g, A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage -disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non -conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. 1— �]_ ( L-- New fNew Construction: Old or Pre-existing Building: (check one) Location of Property: -5�5-e rs d O House No. Street C41amlet Owner or Owners of Property: MPr e"� T - Suffolk County Tax Map No 1000, Section /n q Block Lot Subdivision Filed Map. Lot: Permit No. �(�2 Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: / (check one) Fee Submitted: plicant Signature Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD Telephone (631) 765-1802 Fax (631) 765-9502 roger. richert(aD_town.southoId. ny.us CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Manzi Homes East Address: 455 Cedar Rd City: Cutchogue St: New York Zip: 11935 Building Permit#: 38695 Section: 109 Block: 6 Lot: 9.3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor. DBA: Puccio Electric License No: 4806 -ME 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 300A Heat GAS Duplec Recpt 66 Ceiling Fixtures 25 HID Fixtures Service 3 ph Hot Water GFCI Recpt 11 Wall Fixtures 22 Smoke Detectors 5 Main Panel 2-15 A/C Condenser 2 Single Recpt 1 Recessed Fixtures 60 CO Detectors 5 Sub Panel A/C Blower 2 Range Recpt Fluorescent Fixture Pumps Transformer AppliancesDW Dryer Recpt 1-20 Emergency Fixtur Time Clocks Disconnect 2-15 Switches 61 Twist Lock Exit Fixtures TVSS Other Equipment: 300A Underground Service, 1-20A Circuit for Hydromassage Tub, 5 -Exhaust Fans 9 -ARC Fault Circuit Breakers. Notes: Inspector Signature: Date: February 18, 2015 Electrical Compliance Form.xIs APR - 7 2015 CERTIFICA. '[ON Date-, - 20-t�. Building Pennit No. 9 -5 (Please print) Ip kA�v: i�k PIumbcr:W,-iI-Ct--) (Ple3se pnint) I certify that the solder iLqcd in the water supplys,ns than 21 o yst= conWi less 10f 1% lead. m. I AUPA CAil JGEMI NOTARY I-U9LIC, State of New York No. 09611 Ouali , !ied in Suftolk County Commission Expires March 15, (PI Sworn to lvtbne me this -2 Q Notary Public, 4-1 I county V �5' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 [ FOUN INSPECTIONG PLUMBING [ ]FOUNDATION 2ND [ ]INSULATION [ ]FRAMING /STRAPPING [ ]FINAL [ ]FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION I 1 FIRE RESISTANT CON51RUC110N [ ] FIRE RESISTANT PENE7RA710N [ j ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) [ ]CODE VIOLATION [ ]CAULKING REMARKS: ,1 Z/ ft ___v -.2 _ s> W WT PRO= WITH N!\auu A^ I ullu 0%11ni aftl --- 1 1If'I/\III\VI VI•f 14 W17\YI OF FOUNDATION LOCATION HAR RFFN APPRoVFn DATE0'S3' � INSPECTOR �o��pf SOUj�o� `��DUNi'1 TOWN OF SOUTIIOLD BUILDING DEPT. 765-1802 INSPECTION [ IF DATION i5T [ ]ROUGH PLUMBING [ FOUNDATION 2ND [ ]INSULATION [ ]FRAMING /STRAPPING [ ]FINAL [ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FOIE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ]CODE VIOLATION [ ]CAULKING REMARKS: 2 �f� or,�a`e DATE INSPECTOR O��pF SO(/l�ol TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1 ST [ ]F DATI [ FRAMING/ IN G I I FIREPLAdF`ONI C l FIRE rESIsraKr coxsTxucnoH [ )ELECTRICAL (ROUGH) [ ] CODE VIOLATION REMARKS: ] ROUGH PLUMBING [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (FINAL) [ ] CAULKI DATE INSPECTOR 38195 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEI [ ] FOUND ION IST [ ) F DATION 2ND [ FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION [ ] ELECTRICAL (ROUGH) [ ] CODE VIOLATION REMARKS: "PROUGH ON PLUMBING [ ]INSULATION [ ]FINAL [ ] FIRE SAFETY INSPECTION I 1 FIRE RESISTANT PENErru►noH [ 1 ELECTRICAL (FINAL) [ ]CAULKING DATE � INSPECTOR '� OF SOUryo� �r #r TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1 ST ] FOUNDATION 2ND ] FRAMING/ STRAPPING ] FIREPLACE & CHIMNEY ] FIRE RESISTANT CONSTRUCTION ] ELECTRICAL (ROUGH) ] CODE VIOLATION [ ] GH PLUMBING [ INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION [ ) ELECTRICAL (FINAL) [ ] CAULKING DATE a3 �ZINSPECTO d TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1 ST ] FOUNDATION 2ND ] FRAMING/ STRAPPING FIREPLACE A CHIMNEY FIRE RESISTANT CONSTRUCTION ] ELECTRICAL (ROUGH) ] CODE VIOLATION REMARKS: [ ] ROUGH PLUMBING [ ] INSULATION [ ] FINAL [ ) FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION [ ELECTRICAL (FINAL) [ ] CAULKING DATE Z � � � � INSPECTOR lJl� l!! �OF SOUr�olo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION IST [ ]ROUGH PLUMBING [ ]FOUNDATION 2ND [ ]1 CATION [ ]FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] CODE VIOLATIN � REMARKS: [ ] ELECTRICAL (FINAL) ] CAULKING .x �=�. 40e, DATE O3 �i �� INSPECTOR ` ��pf SOpjyo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION IST ] FOUNDATION 2ND ] FRAMING/ STRAPPING ] FIREPLACE A CHIMNEY ] FIRE RESISTANT CONSTRUCTION ] ELECTRICAL (ROUGH) ] CODE VIOLATION RE KS: [ ] R"GH PLUMBING C 1 SU [/FINAL [ ] FlREINSPEC710N [ ] FIRE RESISTANT PENETRATION C 1 ELECTRICAL (FINAL) [ ]CAULKING DATE � � INSPECTO pF SO[/l�o� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTIO ] FOUNDATION 1 ST ] FOUNDATION 2ND ] FRAMING/ STRAPPING ] FIREPLACE A CHIMNEY ] FIRE RESISTANT CONSTRUCTION ] ELECTRICAL (ROUGH) ] CODE VIOLATION w�mm M wvw_ []ROU [ 71 L FINAL UMBING ION ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION ] ELECTRICAL (FINAL) ] CAULKING DATE INSPECTOR �- c- �° - - BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net PERMIT NO. Examined 20� Approved 20 __A Disapproved a/c Do you have or need the following, before applying? Board of Health 4 sets of Building Plans_ Planning Board approval. Survey Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm -Water Assessment Form Contact: Mail to: / Phone: Expiration_, 20_5 Bui mg Inspector FEB 1 4 2014 PLICATION FOR BUILDING PERMIT Date r� 12--Iy,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 ws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or de lition s he in described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing co a and gala ons, and to admit authorized inspectors on premises and in building for necessary inspections. X of a corporation) PO 80y 702-1 Roc«Li ht, KV (Mailing address of appli t) (f 7 Q State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder of owviel; of hV � l`/ ' (As on the tax roll or latest deed) c, h Z ' I—(Ov�,n S If ap4ant co oration, signature of duly authorized officer # 90S -5 -(?93 ame and title of ate officer) Build -s License No. 71325 Plumbers License No. Z p, f3 9 P"10 1 (JZ , Z 1 Electricians License No. L4 8 G 6 E Other Trade's License No. 1. Location of land p,n which proposed }vork will be don : L4 0 5 ( C d o .- S g c -) C l Cry -� ckc, n v House Number Street Hamlet County Tax Map No. 1000 Section t O Block G Lot %. Subdivision Filed Man No. Lot 2. • State existing use and occupancy of premises and intended use andccupancy of proposed construction: a. Existing use and occupancy 'x/64 C o ,-x �-- � a C b. Intended use and occupancy cj I C - Q75 r C 3. Nature of work (check which applicable): New Building Addition Repair Removal Demolition Other Work 4. Estimated Cost _2aQ , U U U- U O Fee 5. Alteration (Description) (To be paid on filing this application) If dwelling, number of dwelling units ( Number of dwelling units on each floor If garage, number of cars 11/7 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. k -)16L 7. Dimensions of existing structures, if any: Front h�Gi Rear Depth Height Number of Stories 8. Dimensions of same structure with alterations or additions: Front h / Ct Rear _ Depth Height Number of Stories Dimensions of entire new construction: Front �� 6 Rear J $ Depth 3 Height _7 Number of Stories oL 9. Size of lot: Front 3 Z 3• GS / Rear 85, `17 Depth 172.10 10. Date of Purchase 2–O U i Name of Former Owner 11. Zone or use district in which premises are situated R 4 0 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re -graded? YES NO Will excess fill be removed from premises? YES \/_ NO 14. Names of Owner of remisesJu 9 4�' T, -,-s � ✓& dc" I (�rz �l p �� Address 9 Phone No. 7 `04 L4 Name of Architect P, z T ,.l`( Address es Phone No 2_0'6 ES'U Name of Contractor p ti l Address ! Z e , J c.,,, Puv--4 F- Phone No. _7`1 kq - Z ro 5- 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 `_ NO * IF YES, PROVIDE A COPY. l_ I` e� C r- ( 2 L( 6 7 Q G Ej C Z O STATE OF NEW YORK) a A SS: COUNTY OF ) _�JLk k--\ G c ` being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing c ntract) above named, (S)He is the Ccy--) �,-�� C _�_CY_ (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work to ake and file this application; that all statements contained in this application are true to the best of his knowledge andr f; and at the work will be performed in the manner set forth in the application filed therewith. n. Sworn to before me this j 2 day of _ 20 % 4 Notary PubliceURA CANGEMIU Signature of NOTBLIC, State of Now York No. F009611 d in Suffolk County Commission Expires March 15, Scott A. Russell 6'aJames A. Richter, R.A. SUPERVISOR Michael M. Collins P.E. SOUTHOLD TOWN HALL - P. O. Box 1179 0 53095 Main Road - SOUTHOLD, NEW YORK 11971 Telephone #: (631) - 765 -1560p Fax #: (631) - 765 - 9015 MICHAEL.COLLINS@TOWN.SOUTHOLD.NY.US '� > JAMIE.RICHTER@TOWN.SOUTHOLD.NY.US Office of the Engineer Town of Southold STORMWATER MANAGEMENT CONTROL PLAN REVIEW COVER SHEET ( TO BE COMPLETED BY THE APPLICANT) FORM * SMCP - TOS JAN 2014 PLEASE NOTE: All Contact & Project Information Requested by this FORM is Nessary for a Complete Application. APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) PROPERTY OWNER: (If Different from Applicant) NAME: M CmZ I' 1- i O m e - S �G S t NAME: c_T05r .41 G H C nz Teu 5� ADDRESS: _ 10 0 Igo X 70 2 ADDRESS: 9 16 k c( Lane Telephone Number:�rjr Ci 9Telephone Number: 744 —85N Completed Applications can be picked up at the Engineering Department after being notified by the Department, or; it can be Mailed to the Applicant with the submission of a Self Addressed 8.5 x 11" Envelope & Appropriate Postage. DATE: ,Z - G -20 I � Property Address / Location of Construction Work: N r -s apaj, Cv 4--ck o v SCTM*: 1000 5 District Section Block Lot ( L Ot Required Documents for Stormwater Review: Copy of Complete Building Permit Application. Stormwater Management Control Plan. (2 Sets) Note: SMCP's are required whenever Grading or Excavations exceed 5,000 S.F, when New Impervious Surfaces are created, and/or when existing Roof Systems, Driveways, Patios or other Impervious Surfaces are Re -Surfaced. De Minimis Projects will NOT be Subject to the Submission of a SMCP During the Stormwater Review! Note: These Projects would be Limited to Interior Renovations, Replacement of exterior Doors & Windows, Deck Construction with Loose Fit Decking, Installation and/or Modification of Mechanical Systems or other similar Work. A Complete Description of the Scope of Work Proposed under the Building Permit Application. A Completed Stormwater Review Checklist. If No or NA are Indicated, Justification is Required. *** FO G N ERING DEPARTMENT USE ONLY **** Reviewed By- Date: A prov Additional Information Required: FORM * SMCP - TOS JAN 2014 ,0 k o- o �? 0,� y CHAPTER 236 STORMWATER MANAGEMENT CONTROL PLAN CHECK LIST DATE: �-i2-2C�►�) APPLICANT: (Property Owner, Design Professional, Agent, ontractorthey)46 , NAME: N CZ -1) 7—j' I --IC) mc'5 F—&s t S C T M #: 1000 [ 0 (�, Q 3 Telephone Number: 05-5::? 9 �3 District Section Block Lot S M C P - Plan Requirements: The applicant must provide a Complete Explanation and/or validation of all Information Required by this Checklist if it has not been providedl 1. A Site Plan drawn to scale Not Less that 60' to the inch MUST show all of the following items: If You answered No or NA to any Item, Please Provide Justification Here! YE NO NA Yer. If you need additional room for explanations, Please Provide additional Pa P P a. Location & Description of Property Boundaries 00 b. Total Site Acreage. c. Existing - Natural & Man Made Features within 500 L.F. of the Site Boundary as required by § 236-17(C)(2). d. Test Hole Data Indicating Soil Characteristics & Depth to Ground Water. e. Limits of Clearing & Area of Proposed Land Disturbance. 0 f. Existing & Proposed Contours of the Site (Minimum z Intervals) g. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements & utilities. h. Spot Grades & Finish Floor Elevations for all existing & proposed structures. O I. Location of proposed Swimming Pool and discharge ring. -iF c re— S r 5 w ,'m " o o j. Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging Area(s). 1. Location of proposed concrete washout area(s). 'T- Sc M. Location of all proposed erosion & sediment control measures. 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture, store, and infiltrate on-site the run-off from all impervious surfaces generated by a two (2") inch rainfall / storm event. V r�R�(UMiG& R �yy 3. Details & Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion & Sediment Controls. b. Construction Entrance & Site Access. c. Inlet Drainage Structures (e.g. catch basins, trench drains, etc.) d. Leaching Structures (e.g. infiltration basins, swales, etc.) 0 i UKM ' 5WCF Check List -'1 U5 JAN 2014 Taws HA Annex 54VS MAk Raid PA Boor 1179 SoodmK NY 119714M =♦-♦ L_"'-L;l_.'`y♦,ALT,_♦ �1 !r�r.11 BUIIDM DEPARTAU T` ' TOWN OF SOUTROL AMLq&MM EM ELEC !NS - TION k1Cl�Q oma e)2S// P��cr��Q�'I triG Kai i roa 7v q,3 C9�)- R -7q -7-()Q 5� JOBSITE INFORMATION: (*Indicates required ink mation) *Name: "Addraem: *Phone No.. Pem* NG.: Talf-UN rmrArk+ � ....,�......_,_� - mmm DEsatiPTiON OF WORK (Pimm Pont cmariy) Chyle Jou That AppW "Is job madY for inspecffon: S / � �n Fitt *Do you nowa Temp Ctiie: JNp ■ =4Zegt" fw Ir"ecOon Form . mm odw hir,Dr�. oEfp'j _ EP/FELON cL. r.c N O lic x MIN. 4' DIA. SEPTIC INV. EL. APPROVED PIPE TANK nz� e ',HE N 80 06 4 g60„ WpOR 1 5 in. PITCH 1/6 INV. EL. B.6' INV. EL. 9.2' Lin N p C? PC? 5.7' #5 aa! NO /� P/0 LOT �. � T U, � o 0 p6 40 E PLOT PLAN OF 80.p6 40 E N 69.85 P/0 LOT 1 _ 1 LIM115 '0' GLEARI (26 406 ea"'ft.) A Z 14A" N x a MAP OF o m x t0 w 1 OLD ORCHARD 0 - rn £� 1 � 1 FILE No. 11486 FILED JANUARY 11, 2007 ow x y x SITUATE o"d" n s zeo 6 p1b CUTCHOGUE 111 R1� TEST HOLE #2 TOWN OF SOUTHOLD 1� 19 AS SHOWN ON FILED MAP SUFFOLK COUNTY, NEW YORK tD 1 15 95 R0 AD EL. 10.0' D• /', S.C. TAX No. 1000-109-06-9.3 rn �4 W EL 39 50 C `" WATER 1N (Pug�IC 5 151 j ' DARK BROWN SANDY LOAM OL "=60' 'i: -4' S' SCALE 1 �£ 'So BROWN SILTY SAND SM NOVEMBER 15, 2013 3.5' JANUARY 6, 2014 CORRECT SEPTIC SYSTEM NOTES < "4 PALE BROWN FINE TO MEDIUM SAND SP AREA = 75,393 sq. ft. p 1.731 ac. EL. 2.9' 7.1' CERTIFIED T0: n ZW m RICHARD SSGALLO' LLC -,to CARLA GALLO tic -a'- FINEETONPALE MEDIUMBSSAAND SP WN NOTES: n 0'm 'A y 1. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM EXISTING ELEVATIONS ARE SHOWN THUS: 10.0 A a� CtA m m % x ^C 2. MINIMUM SEPTIC TANK CAPACITIES FOR A 4 BEDROOM HOUSE IS 1,200 GALLONS. Tny y p [•1 v 4 m - 0 '�a\.� 14.0' 1 TANK; 8' DIA. 4' LIQUID DEPTH 3. MINIMUM LEACHING SYSTEM FORA 4 BEDROOM HOUSE IS 300 sq f1 SIDEWALL AREA. to WATER ENCOUNTERED 7.1' BELOW SURFACE 6 POOLS: 2' DEEP, 8' dia. v £ y PROPOSED EXPANSION POOL A PROPOSED LEACHING POOL PROPOSED SEPTIC TANK ;D 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. - 5. PROPOSED CLEARING LIMITS = 26,486 sq. ft. OR 35X OF LOT AREA c t 'c N 17g5 91' E cu+ N � C� �F OE`vO, WATER v S pUBU Cp USE PROPOSED SEPTIC SYSTEM DETAIL HOUSE (NOT TO SCALE) ELEV. 13.0• FINISHED GRADE FINISH GRADE ELEV. 11.2' � ELEV. 10.4' TOP EL. 10.2' 1- MIN• Iur cL. r.c N O lic x MIN. 4' DIA. SEPTIC INV. EL. APPROVED PIPE TANK nz� LEACHING POOL 94. min. PITCH 1/4'/1' in. PITCH 1/6 INV. EL. B.6' INV. EL. 9.2' Lin N p 5.7' #5 aa! NO /� P/0 LOT �. � O � o 0 p6 40 E N 80 80.p6 40 E N 69.85 _ 1 LIM115 '0' GLEARI (26 406 ea"'ft.) A Z LOT t0 w 1 11 0 - 1 1 � 1 1 ow y x P \ 1 o"d" n s zeo 6 p1b 1 111 R1� TEST HOLE 70.0 1� 19 5 80' tD 1 15 95 R0 AD rn �4 W EL 39 50 C `" WATER 1N (Pug�IC 5 151 j cu+ N � C� �F OE`vO, WATER v S pUBU Cp USE PROPOSED SEPTIC SYSTEM DETAIL HOUSE (NOT TO SCALE) ELEV. 13.0• FINISHED GRADE FINISH GRADE ELEV. 11.2' � ELEV. 10.4' TOP EL. 10.2' 1- MIN• Iur cL. r.c MIN. 4' DIA. SEPTIC INV. EL. APPROVED PIPE TANK APPROVED PIPE LEACHING POOL 94. min. PITCH 1/4'/1' in. PITCH 1/6 INV. EL. B.6' INV. EL. 9.2' INV. EL. 5.7' DISTRIBUTION POOL OF SEPTIC TANK (1) 6 POOL SYSTEM 1. MINIMUM SEPTIC TANK CAPACITIES FOR A 4 BEDROOM HOUSE IS 1,200 GALLONS. 1 TANK; 8' DM. 4' UOUID DEPTH 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3.000 Pei AT 28 DAYS. 3. WALL THICKNESS SHALL BE A MINIMUM OF 3', A TOP THICKNESS SOF 6' AND A BOTTOM THICKNESS OF 4' ALL WALLS. BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORE Of N Pit. 4. A'- JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. 5. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX. TOLERANCE OF 31/4') ONA MINIMUM 3' THICK BED OF COMPACTED SAND OR PEA GRAVEL 8. A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. y Q' DRAINAGE SYSTEM CALCULATIONS: ROOF AREA: 1,420 sq. fi. 1,420 sq. ft. X 0.17 = 241.4 cu. ft. 241.4 Gu. ft. / 42.2 = 6 Vertical ft. of 8' dia. leaching pool required PROVIDE (2) 8' dia. X 3 high STORM DRAIN POOLS PROPOSED 8' DIA. X 3' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS:0 f 9 APPRI 1 OF;'PrB-aE;++iL"hi OPEs!?f�i;;r EXPiR S THREE YEARS FROM DATE OF APPROVAL 150,00' _ ELLINGWATER USE ?UBUC LEACHING 3' CLEAN I SAND POOL pI COLLAR 1"I LSOT. EL. 6.9' -GROUND WATER ELEV. 2.9' LEACHING POOLS (5) 1. MINIMUM LEACHING SYSTEM FOR A 4 BEDROOM HOUSE IS 301) s ft SIDEWALL AREA. 6 POOLS; 2' DEEP, e' db. 2 LEACHING LEACHING POOLS T AREST BE C NSTRUCTEDMES OOF R S PRECAST REINFORCED CONCRETE (OR EQUAL) 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EOUAL). 4. A 10' mn. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. S. AN d min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. e UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLECOMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY T%-L.I11.L.sy APPRg1(ED AND ADOPTED FORyUCFf'USE 9Y TklE-NEWYORK STATE (AND TITLE AOCIp:IOTJ N.Y.S. Lic. No. 50467 Nathan "Taft Corwin III Land Surveyor Successor To: Stanley J. Isoksen, Jr, L.S. Joseph A. Ingegno L.S. Title Surveys - Subdivisions - Site Plans - Construction Layout PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MARLING ADDRESS 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 OEFO pgOpE <IBfA B9�[fPgGF IpSR N $Q p,40p fRr ` �jyp �h I r4,yf Z Fj[Ca M4pR � � 0 HOUSE ELEV. 13.0' TOP EL. 10.2'- INV. EL nPPRPITCOVED PIPE 94' mi H 1/4"/1 TEST HOLE # AS SHOWN ON FILED MAP 10.0' 0' DARK BROWN SANDY LOAM OL 5' BROWN SILTY SAND SM 3.5' WATER IN PALE BROWN FINE TO MEDIUM SAND SP 1 14.0' WATER ENCOUNTERED 7.1' BELOW SURFACE 5 EOµ OTION 0 (� CED Ags W STREETi CPUBUC W%`TE=� I PROPOSED SEPTIC SYSTEM DETAIL (NOT TO SCALE) - FINISHED GRADE FINISH GRADE ELEV. 11.2' ELEV. 10.4' SEPTIC nppROVED TANK i PITCH 1 f. EL. 9.2' INV. EL. 8.7' DISTRIBUTION POOL OF SEPTIC TANK (1) 6 POOL SYSTEM 1. MINIMUM 5EPTIC TANK CAPACITIES FOR A 4 BEDROOM HOUSE IS 1,200 GALLONS. 1 TANK; MIA. 4' LIQUID DEPTH 2, CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 poi AT 28 DAYS. 3. WALL THICKNESS SHALL BE A MINIMUM OF 3", A TOP THICKNESS OF G" AND A BOTTOM THICKNESS OF 4'. ALL WALLS. BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 Psf. 4. ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. 5. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX. TOLERANCE OF f1/4") ONA MINIMUM 3' THICK BED OF COMPACTED SAND OR PEA GRAVEL. 6. A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. PLOT PLAN FOR MANZI HOMES EAST PAGE 1 OF 2 P/0 LOT I MAP OF OLD ORCHARD FILE No. 11486 FILED JANUARY 11, 2007 SITUATE CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-109-06-9.3 SCALE 1"=60' NOVEMBER 15, 2013 JANUARY 6, 2014 CORRECT SEPTIC SYSTEM NOTES FEBRUARY 5, 2014 TOWN PLAN AREA = 75,393 sq. ft. 1.731 ac. CERTIFIED TO: BEST ABSTRACT, LLC RICHARD GALLO CARLA GALLO NOTES: 1. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM EXISTING ELEVATIONS ARE SHOWN THUS: 10.0 2. MINIMUM SEPTIC TANK CAPACITIES FOR A 4 BEDROOM HOUSE IS 1,200 GALLONS. 1 TANK; 8' DIA. 4' LIQUID DEPTH 3. MINIMUM LEACHING SYSTEM FOR A 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. 6 POOLS; 2' DEEP, 8' dia. PROPOSED EXPANSION POOL PROPOSED LEACHING POOL PROPOSED SEPTIC TANK a) 0 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. 5. PROPOSED CLEARING LIMITS = 26,486 sq. ft. OR 35% OF LOT AREA DRAINAGE SYSTEM CALCULAT/ONS: ROOF AREA: 1,420 sq. ft. 1,420 sq. ft. X 0.17 = 241.4 cu. ft. 241.4 cu. ft. / 42.2 = 6 vertical ft. of 8' dia. leaching pool required PROVIDE (2) 8' dia. X 3 high STORM DRAIN POOLS PROPOSED 8' DIA. X 3' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS:0 PRembe DRAW-(,& -rop- aR W�w'r 0 doe S+aamon-t� F606 Lt-) jr 2 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARD$.FORTITLE SURVEYS AS ESTABLISHED BY THW'L°.L (�D ¢pPROVED'-AND ADOPTED FOR.'SUCM-8'N'TFIEeNEi�'..yYORR :STATE LAND T"E N.Y.S. Lic. No. 50467 Y.4 -1' MIN. 6" LEACHING T 3' CLEAN Nathan Taft Corwin III POOL LEACHING SAND INV. EL. 8.6' POOL to COLLAR ems-► .6 -� a Land Surveyor LBOT. EL. 6.9' GROUND WATER ELEV. 2.9' LEACHING LEACHING POOLS (5 1. MINIMUM LEACHING SYSTEM FOR A 4 BEDROOM HOUSE IS 300 sq ft SIOEWALL AREA. 6 POOL5: 2' DEEP, 8' dim. 2 LEACHINGPOOLS STCUREINFORCED CONCRETE (OR EQUAL) LEACHSTRUCTURES. SOLIDDOMESAND/OR SLABS. 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). 4. A 10' mn. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. 5. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. Successor To: Stanley J. Isaksen, Jr. L.S. Joseph A. Ingegno L.S. Title Surveys - Subdivisions - Site Plans - Construction Layout PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 STORMWATER MANAGEMENT NOTES: 1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION MATERIALS SHALL BE CONFINED TO THE LIMIT OF CLEARING AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. 2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, STEEL OR WOOD A CONTINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OF EXTRA STRENGTH FILTER FABRIC POST (TYP.) U.S. SIEVE #20) SHALL BE STAKED AT THE LIMIT OF CLEARING REO'D. WITHOUT WIRE MESH SUPPORT AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. 8'-0'• THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS 10' MAX. O.C. SPACING OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL W/ WIRE SUPPORT FENCE DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS 6' MAX. O.C. SPACING -11 TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE W/0 WIRE SUPPORT FENCE SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE 4" 'y-- SCREEN IS REMOVED. LOYY ' 3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES,_• '�� A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL %jam AND GROWTH. %j�/j 10. SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF 85% AREA BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES ----- ATTACH FILTER FABRIC SECURELY SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS TO UPSTREAM SIDE OF POST NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED ARE A4 HTRAPPEDGBYUSEFUL OFEAS BALE S 3 MONTHSNENTLY .SEDIMENTS THE BALES SILT FENCE DETAILS SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED \\i UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. Nor ro SCALE 4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. 5. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. NOTES: SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO 6. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR SILT FENCE AFTER ON THE PROPOSED RESIDENCE. EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW OFF—SITE TRANSPORT. 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. 36" HIGH POLE (MAX.) 9 ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE STEEL OR WOOD POST SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW 8'-0'• O IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF FLOW FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, REINFORCED PRECAST CONC. WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE 4" VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION16'\v\ %jam AND GROWTH. %j�/j 10. SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF 85% AREA VEGETATIVE COVER WITH CONTIGUOUS UNVEGETATED AREAS NO LARGER THAN 1 SQUARE FOOT IN SIZE. HAY BALES FLOW COMPACTED BACKFILL S 11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR w /\ /\\� 4" x 6" TRENCH SITE ACCESS LOCATIONS WITH THE EXISTING ROADS, TO PREVENT RUNOFF ��� / W/ COMPACTED OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO BACKFILL THE ROAD. A NON -LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. TRENCH DETAIL (NOT TO SCALE) NOTES: TO BE USED WHERE TOPSOIL IS NECESSARY FOR 1. AREA CHOSEN FOR STOCKPILING OPERATIONS REGRADING & VEGETATING DISTURBED AREAS. SHALL BE DRY AND STABLE. TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND 3 UPON COMPLETION OF SOIL STOCKPILING EACH 2"x2" STAKES (TWO EACH BALE) GRADE DRAINAGE INLET ----\ BALES TO BE SET IN 4" TRENCH LI ELEVATION HAYBALE BARRIER ® INLETS (NOT TO SCALE) 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) APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, VEGETATION OR COVERED. AND REQUIRED PERIOD OF USE. 2 (NOT TO SCALE) SLOPE OR LESS CAST IRON INLET FRAME & COVER (FLOCKHART #63518 TYPE 6840) 1 FINISHED GRADE OR 6" THICK REINFORCED CONC. COVER STABILIZE ENTIRE PILE 8" TRAFFIC BEARING SLAB 1 -0. WITH VEGETATION OR COVER 41 \il \1/ \I/ \11 q, \I/ F-7 STRAW BALES OR SILT FENCE SOIL STOCKPILE (NOT TO SCALE) PIPE FROM ROOF GUTTERS CRUSHED 3/4" - 1-1/2" STONE ALL AROUND E GROUND WATER PLOT PLAN FOR MANZI HOMES EAST PAGE 2 OF 2 DETAILS SURVEY OF PROPERTY SITUATE PINE NECK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-70-09-08 NOT TO SCALE FEBRUARY 5, 2014 50' MIN. OR TO BE SUFFICIENT TO KEEP SEDIMENT ON SITE w I HAY BALES AND/OR a SILT FENCING a 0 [7 ,0 D � Q � _ rf N Q HAY BALES AND/OR SILT FENCING PLAN VIEW I I ROAD EXISTING GRADE HAY BALES AND/OR SILT FENCING CONSTRUCTION ENTRANCE BASE OF COMPACTED 3/4" STONE BLEND OR N.Y.S. D.O.T. APPROVED R.CA FILL TO 18" MIN. ABOVE EXISTING GRADE TO ALLOW FOR DRAINAGE CROSS SECTION TEMPORAA# ', LWTRANCE .4 N.Y.S. Lic. No. 50467 8'-0'• O LEACHING RINGS 00 REINFORCED PRECAST CONC. 4000 PSI ® 28 DAYS 4" PIPE FROM ROOF GUTTERS CRUSHED 3/4" - 1-1/2" STONE ALL AROUND E GROUND WATER PLOT PLAN FOR MANZI HOMES EAST PAGE 2 OF 2 DETAILS SURVEY OF PROPERTY SITUATE PINE NECK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-70-09-08 NOT TO SCALE FEBRUARY 5, 2014 50' MIN. OR TO BE SUFFICIENT TO KEEP SEDIMENT ON SITE w I HAY BALES AND/OR a SILT FENCING a 0 [7 ,0 D � Q � _ rf N Q HAY BALES AND/OR SILT FENCING PLAN VIEW I I ROAD EXISTING GRADE HAY BALES AND/OR SILT FENCING CONSTRUCTION ENTRANCE BASE OF COMPACTED 3/4" STONE BLEND OR N.Y.S. D.O.T. APPROVED R.CA FILL TO 18" MIN. ABOVE EXISTING GRADE TO ALLOW FOR DRAINAGE CROSS SECTION TEMPORAA# ', LWTRANCE .4 N.Y.S. Lic. No. 50467 OFED [efR g.4/A,,N $0'0 ro 960+, EP/O LOT 4[4 14. p4GF pfR I[S � pROpE,Rr \ �i t.a Ut Z Ap Ul m W 2 N N m O+ C ri x� m NHS � � O >xzx ��b o 0 Q o� � b In x H N 77g5 97�„ E N $0'p6'40" E 69.g5 5 , 56, `N S g0AD CE -D p,R PREPARED INAF,� WITH THE MII STS SURVEYS AS EST[ BY I �h�' A��Q D AND AL FO U 91' T 111Q'�RK 37AT PLOT PLAN FOR MANZI HOMES EAST PAGE 1 OF 2 P/0 LOT 1 MAP OF OLD ORCHARD FILE No. 11486 FILED JANUARY 11, 2007 SITUATE CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK. S.C. TAX No. 1000-109-06-9.3 SCALE 1 "=50' NOVEMBER 15, 2013 JANUARY 6, 2014 CORRECT SEPTIC SYSTEM NOTES FEBRUARY 5, 2014 TOWN PLAN MARCH 29, 2014 STAKE HOUSE FOUNDATION APRIL 6, 2014 RE—STAKE HOUSE FOUNDATION MAY 29, 2014 FOUNDATION LOCATION AREA = 75,393 sq. ft. 1.731 ac. CERTIFIED TO: BEST ABSTRACT, LLC RICHARD GALLO CARLA GALLO NOTES: 1. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM EXISTING ELEVATIONS ARE SHOWN THUS: 1o.o UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREbN SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. Nathan Taft Corwin III Land Surveyor Successor To: Stanley J. Isaksen, Jr. L.S. Joseph A. Ingegno L.S. Title Surveys — Subdivisions — Site Plans — Construction Layout PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 I'.Y.S. Lic. No. 50467 Jamesport, New York 11947 Jamesport, New York 11947 pFE pgOPfR p <IBER SO�O6'40" EPlO LOT HOUSE H_ HOUSE HOUSE N B94j�Nf qs 1 4.9 6 PAG` CORNER CORNERMB •�\ z ;SR � O U 0 Q C SURVEY FOR 11101LnMANZI FRTy T' -pi N c cn F I n C n Z O HOMES EAST F �0 bgpR m cP T W 27' 41' i P/O LOT 1 N n O. o o OO �o MAP OF o, m o� 38' OLD ORCHARD COVER 2 o c,> CID z Q tai FILE No. 11486 FILED JANUARY 11, 2007 ;7 ? C a J "Io �T SITUATE r CUTCHOGUE 0 TOWN OF SOUTHOLD UNAUTHORIZED ALTERATION OR ADDITION SUFFOLK COUNTY, NEW YORK TO THIS SURVEY IS A VIOLATION OF r ax S.C. TAX No. 1000-109-06-9.3 COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED SCALE 1 "=50' TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN NOVEMBER 15, 2013 IS PREPARED, AND ON HIS BEHALF TO THE y TITLECOMPANY, GOVERNMENTAL AGENCY AND JANUARY 6, 2014 CORRECT SEPTIC SYSTEM NOTES LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- FEBRUARY 5, 2014 TOWN PLAN THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD,IF MARCH 29, 2014 STAKE HOUSE FOUNDATION ANY, NOT SHOWN ARE NOT GUARANTEED. APRIL 6, 2014 RE -STAKE HOUSE FOUNDATION MAY 29, 2014 FOUNDATION LOCATION o > DECEMBER 3, 2014 FINAL SURVEY FEBRUARY 4, 2015 CORRECT SEPTIC SYSTEM COVERS MEASUREMENTS V1 �3 Lmi7 Czz AREA = 75,393 sq. ft. �o �-4 1.731 ac. x� o� CERTIFIED T0: y c BEST ABSTRACT, LLC o� RICHARD GALLO CARLA GALLO yb H N-77'53 71-5 1 E N 8 69 g50,. E --EDGE OF CLEARING z 0 cO W 0 J 0? L pIER-� r PIER 34.4 PIER' , "o 2 slog,GARAGE 170.3, _--- pOR �(6) LEACHING POOLS 1 U GRAVEL \ 1 WALK \ o r�Porc ;W GRAVEL DRIVEWAY Is TRIC a 19'30" go �1J PREPARED IN ACCORD E MYTH STANDARDS FOR TI SLL EET$$ BY THE L.I.A. L.S. D TJ i ITR SUCH USE Y TLE A SOCIAT Nr w.L `� TI g ! o I t�7'f56467jo C NOTES: 1. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM EXISTING ELEVATIONS ARE SHOWN THUS: SEPTIC SYSTEM TIE MEASUREMENTS HOUSE H_ HOUSE HOUSE CORNER CORNERMB •�\ z SEPTIC TANK � O U 0 Q C 59' o T' -pi N c cn F I n C n Z O LEACHING POOL 27' 41' i N W COVER 1 w v _a o OO �o .s N P�0 LOT 38' o COVER 2 M ccoo C' 1 c,> CID 40 E Q tai N 80.p6 N 8 69 g50,. E --EDGE OF CLEARING z 0 cO W 0 J 0? L pIER-� r PIER 34.4 PIER' , "o 2 slog,GARAGE 170.3, _--- pOR �(6) LEACHING POOLS 1 U GRAVEL \ 1 WALK \ o r�Porc ;W GRAVEL DRIVEWAY Is TRIC a 19'30" go �1J PREPARED IN ACCORD E MYTH STANDARDS FOR TI SLL EET$$ BY THE L.I.A. L.S. D TJ i ITR SUCH USE Y TLE A SOCIAT Nr w.L `� TI g ! o I t�7'f56467jo C NOTES: 1. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM EXISTING ELEVATIONS ARE SHOWN THUS: SEPTIC SYSTEM TIE MEASUREMENTS 150.00' r 169.7 HOUSE HOUSE HOUSE HOUSE CORNER CORNERMB CORNER[C] CORNERED SEPTIC TANK 17.5' U 0 Q C 59' COVER T' -pi N c cn F I n C n Z O LEACHING POOL 27' 41' i - s C �► �o� to NAl COVER 1 w v _a �j .s LEACHING POOL 25' 38' o � COVER 2 M ccoo C' 1 c,> 150.00' r 169.7 Nathan Taft Corwin III Land Surveyor Z Successor To: Stanley J. Isaksen, Jr. L.S. = Joseph A. Ingegno L.S. Title Surveys — Subdivisions — Site Plans — Construction Layout PHONE (631)727-2090 Fox (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS ��r 1586 Main Road P.O. Box 16 JL o. 50467 Jamesport, New York 11947 Jamesport, New York 11947 CJ 5*:j 0 f1 to Q Q1 ep, 5^ 9 "Tl TI Cl 5 U 0 Q C T' -pi N c cn F I n C n Z O .0 ec Q it 1 - im W rri n 41 4i a i - s C �► �o� to NAl r S w v _a �j .s m M n ` o � !'.) M ccoo C' 1 c,> O to U: E 171 Q tai O P> > > ;U x ;7 ? C a J "Io �T r s� 0 N O UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLECOMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE, THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD,IF ANY, NOT SHOWN ARE NOT GUARANTEED. Nathan Taft Corwin III Land Surveyor Z Successor To: Stanley J. Isaksen, Jr. L.S. = Joseph A. Ingegno L.S. Title Surveys — Subdivisions — Site Plans — Construction Layout PHONE (631)727-2090 Fox (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS ��r 1586 Main Road P.O. Box 16 JL o. 50467 Jamesport, New York 11947 Jamesport, New York 11947 New York State Insurance Fund Workers' Compensation & Disability Benefits Specialists Since 1914 8 CORPORATE CENTER DR, 3RD FLR, MELVILLE, NEW YORK 11747-3129 Phare: (631) 756-4300 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE ^ ^ ^ ^ ^ ^ 204934425 MANZI HOMES EAST LLC 11 WOODLAND ROAD PORT JEFFERSON NY11777 POLICYHOLDER MANZI HOMES EAST LLC 11 WOODLAND ROAD PORT JEFFERSON NY11777 CERTIFICATE HOLDER TOWN OF SOUTHOLD BUILDING DEPT PO BOX 1179 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE 11437853-3 954895 11 /15/2013 TO 11 /15/2014 1/21/2014 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1437 853-3 UNTIL 11/15/2014, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF SAID POLICY IS CANCELLED, OR CHANGED PRIOR TO 11/15/2014 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 10 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE. NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THE NEW YORK STATE INSURANCE FUND DOES NOT ASSUME ANY LIABILITY IN THE EVENT OF FAILURE TO GIVE SUCH NOTICE. THIS POLICY AFFORDS COVERAGE TO THE SOLE PROPRIETOR, PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY. LAURA CANGEMI THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR.INSURANCE FUND UNDERWRITING This certificate can be validated on our web site at https:/twww.nysif.com/cert/certval.asp or by calling (888) 875-5790 VALIDATION NUMBER: 554164542 U-26.3 GENERAL: This product is designed for new cabling installation positioned at the approximate midpoint of the barrier TOOLS: Phillips screw driver. Appropriately sized hole saw (gypsum board) or core drill bit. See Table 1. TABLE 1: Catalog Number Trade Size* Min. Opening Max. Opening FS100 1" (25 mm)_1.163" 30 mm) 1.25" (32 mm FS200, FS201 2" (51 mm) 2.375" (60 mm) 2.5" (65 mm) FS400, FS401 4" (102 mm) 4.500" (114 mm) 4.5" (1 114 mm) PRODUCT INSTALLATION: Step 1: Create a circular opening in the barrier to accommodate the steel sleeve. (See Table 1) Step 2: Measure the thickness of the barrier. Step 3: Install the first escutcheon plate on the sleeve. Using Table 2, measure from one end of the sleeve (A) and mark the position of the flange on the sleeve (B) as shown below. Tighten set screws. Slide gasket onto sleeve. Step 4: Slide sleeve assembly into barrier. A B Step 5: Working from the opposite side of the barrier, install gasket and escutcheon over sleeve. Pull sleeve toward you to snug against the opposite side of the barrier. Push escutcheon plate tightly against barrier surface and tighten set screws. Install bushings on ends of sleeve {1" (25 mm) only}. TABLE 2: Barrier Inches Barrier (mm) Distance A to B Inches Distance A to B (mm) 4 102 8.00 203 4.5 114 8.25 210 5 127 8.50 216 5.5 140 8.75 222 6 152 9.00 229 6.5 165 9.25 235 7 178 9.50 241 7.5 191 9.75 248 7.625* 194 9.81 249 8 203 10.00 254 8.5 216 10.25 260 9 229 10.50 267 9.5 241 10.75 273 10 254 11.00 279 "Standard CMU wall thickness Step 6: After cables are pulled, install SpecSeal® Firestop Putty to 1" (25 mm) depth on each side of wall, flush with ends of steel sleeve. Where cables are in contact with steel sleeve, apply a min 1/4" (6 mm) diameter "rope" of putty at the grouped cable/steel sleeve interface. Page 1 of 2 For floor installations, see UL System No. F A-3029 in the UL Fire Resistance Directory Installation Sheet • SpecSeal® READY® SLEEVE Firestop Sleeve • ZIS1011-2001 S�eC�a��O�!iiIlllli INSTALLATION SHEET READY® SLEEVE Firestop Sleeve SpecSeal SpecSeal Firestop Firestop Sleeve Sleeve Putty Putty Gypsum Board Concrete/Concrete Wall Block Wall Cable Cable Bundle Bundle UL System No. W -J-3141 UL System No. W -L-3275 F Rating - 2 Hr F Rating - 1 or 2 Hr Electrical, Telephone or Data Cables (Max. 48% Fill) Electrical, Telephone or Data Cables (Max. 48% Fill) SpecSeal@ READY@ SLEEVE: FS100, FS200, FS201, FS400, FS401 SpecSeal@ READY@ SLEEVE: FS100, FS200, FS201, FS400, FS401 SpecSeal@ Putty: 1" Depth (each side) SpecSeal@ Putty: 1" Depth (each side) Important Notice: All statements, technical information, and recommendations contained herein are based upon testing believed to be reliable, but the accuracy and completeness thereof is not guaranteed. WARRANTY: Specified Technologies Inc. manufactures its goods in a manner to be free of defects. Should any defect occur in its goods (within one year), Specified Technologies Inc., upon prompt notification, will at its option, exchange or repair the goods or refund the purchase price. Limitations and Exclusions: THIS WARRANTY IS IN LIEU OF ALL OTHER REPRESENTATIONS EXPRESSED OR IMPLIED (INCLUDING THE IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR USE) AND UNDER NO CIRCUMSTANCES SHALL SPECIFIED TECHNOLOGIES INC. BE RESPONSIBLE FOR ANY INCIDENTAL OR CONSEQUENTIAL PROPERTY DAMAGE OR LOSSES. PRIOR TO USE, THE USER SHALL DETERMINE THE SUITABILITY OF THE PRODUCT FOR ITS INTENDED USE, AND THE USER ASSUMES ALL RISKS AND LIABILITY FOR SUBSEQUENT USE. No statement or recommendation not contained herein shall have any force or effect unless in an agreement signed by officers of seller and manufacturer. MADE IN THE USA — COPYRIGHT © 2010 SPECIFIED TECHNOLOGIES INC. _ = Specified Technologies STI® Inc. Somerville, NJ 08876 USA US Toll Free: (800) 992-1180 Outside US: + 1 908 526 8000 www.stifirestop.com Page 2 of 2 Installation Sheet • SpecSeal® READY® SLEEVE Firestop Sleeve • ZIS1011-2001 SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Instrument: DECLARATION/DOP Df Pages: 5 Number : 06-0114862 Recorded: 11/29/2006 At: 01:10:10 PM LIBER: D00012480 PAGE: 817 Section: Block: I 109.00 06.00 EXAMINED AND CHARGED AS FOLLOWS the Following Fees For Above Instrument Exempt ,Ling $15.0.0 NO Handling $5.00 NO NYS SRCHG $0.00 NO Notation ies $5.00 NO RPT $0.00 NO Fees Paid THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL Lot: X009.001) Judith A. Pascale County Clerk, Suffolk County $75.00 Exempt $5.00 NO $15.00 NO $0.00 NO $30.00 NO $75.00 1 111.2 Number of pages This document will be public record. Please remove all Social Security Numbers prior to recording. 1 01.10.-10 rel' 7ith t�-r . F'ascale CLECRK OF ---UFFOLK COUNTY L D0001 2480 P 1'.7 Deed / Mortgage Instrument Deed / Mortgage Tax Stamp Recording / Filing Stamps 3 FEES Page / Filing Fee 1 -5 -- Handling 5. 00 TP -584 Notation EA -52 17 (County) EA -5217 (State) R.P.T.S.A. _SCJ Comm. of Ed. 5. 00 Affidavit Certified Copy,. Sub Total �() NYS Surcharge 15. 00 Sub Total Other ri SG Grand Total 4 1 1000 1000 10900 0600 009001 Dist. Real Propertyp T � R LPA A Tax Service -NOV-0 Agency Verification 6 Satisfactions/Discharges/Releases List Property Owners Mailing Address RECORD & RETURN TO: Steven E. .Losquadro, P.C. 649 Route 25A Suite 4 Rocky Point, NY 11778 Q Mortgage Amt. 1. Basic Tax 2. Additional Tax Sub Total Spec./Assit. or Spec. /Add. TOT. MTG. TAX Dual Town Dual County Held for Appointment Transfer Tax Mansion Tax The property covered by this mortgage is or will be improved by a one or two family dwelling only. YES or NO If NO, see appropriate tax clause on page # of this instrument. 5 1 Community Preservation Fund Consideration Amount $ LCPF Tax Due $ Improved— Vacant mproved_Vacant Land TD TD TD Mail to: Judith A. Pascale, Suffolk County Clerk 7 1 Title Company Information 310 Center Drive, Riverhead, NY 11901 Co. Name www.suffolkcountyny.gov/clerk Title # AMENDMENT TO DECLARATION OF COVENANT AND RESTRICTIONS TH. S DECLARATION made on this 5 day ofNovfjy#& , 2006 by John Elcins 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: i C1 2 c. OieSS [S a 0.�t�O4 0.� -cl �-k� p ` ..d p CJ 1 4 WHEREAS, DECLARANT has previously filed with the Suffolk County Clerk covenants and restrictions in Liber 12467 at page 209, and the DECLARANT hereby seeks to amend the 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 assignes hereby sets forth the following covenants, agreements and declarations against the above described property: 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. ACKNOWLEDGMENT State of New York ) ):ss.: County of Suffolk ) h� _ dt COUNTY CLERK'S OFFICE STATE OF NEW YORK S8.. COUNTY OF SUFFOLK I, JUDITH A. PASCALE, Clerk of the County of Suffolk and the Court of RecorO ther of, do la�'F0 hereby ert.fy that I have compared the anne ed with th original F�t+ld C6Vfs� RECORDED in e under LIBER ... ...PAGE ..�.1 my office on ......and, that the same is a true copy thereof, and of the whole of such original. In Testimony Whereof, I�ave ereunto set hand and affixed the seal of said County and Court on this ..... ... da of .N07 CLE a Schedule A Page q ALL that certain plot, piece or Cutchogue, in the Town of Southold, County of Suffolk and arcel of land, -situate, lying and being at more particularly bounded and described as follows: State of New York, BEGINNING at the intersection of the westerly line of Ne Lane) with the northerly line of Cedars Road; THENCE fro Suffolk Road (or beginning: om saidsaid point of RUNNING THENCE along the northerly line of Cedars courses and distances: Road the following (2) 1) South 80 degrees 19 minutes 30 seconds West 169.7 2) South 73 degrees 39 minutes 50 seconds West 153.90 feet; and Caberon Properties, Inc; 5 feet to lands of 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 5) North 09 degrees 53 minutes 20 seconds West 373 feet; feet (actual); 95 feet (deed) 353.50 6) North 63 degrees 12 minutes 40 seconds West 190. feet (actual); 17 feet (deed) 201 84 7) North 38 degrees 27 minutes 20 seconds West 204.7 8) South 69 degrees 31 minutes 30 seconds West 72.2 4 feet' and Of Case's Lane; 4 feet to the easterly line THENCE along the easterly line of Case's Lane, North 1 seconds West 73.36 feet to the lands of Swiatocha; degrees 00 minutes 00 THENCE along lands partly of Swiatocha and (2) courses and distances: partly of Milius, the following two 1) North 78 degrees 59 minutes 20 seconds East 211. 2) North 80 degrees 06 minutes 40 seconds East 293 81 feet; and _ of New Suffolk Road; 07 feet to the westerly fine 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 150 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. REScheck Software Version 4.4.4 Compliance Certificate Project Gallo Residence Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,640 ft2 Glazing Area 7% Heating Degree Days: 5750 Climate Zone: 4 Permit Date: 2/14 Construction Site: Owner/Agent: Designer/Contractor: 445 Cedars Road NY Jeff Butler Cutchogue, NY Jeffrey T. Butler, P.E., P.C. 206 Lincoln Street Riverhead, NY 11901 631-208-8850 Compliance: A Compliance: 18.4% Better Than Code Maximum UA: 380Your UA: 310 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 Ceiling 1: Flat Ceiling or Scissor Truss 1,510 38.0 0.0 45 Wall 1: Wood Frame, 16" o.c. 2,202 15.0 0.0 155 Window 1: Vinyl Frame:Double Pane with Low -E Door 1: Solid Floor 1: All -Wood joist/Truss:Over Unconditioned Space 152 42 1,510 30.0 0.290 44 0.390 16 0.0 50 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 building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Ver ' n 4.4.4 and to comply with the mand,aty. ements listed in the REScheck Inspection Ch klist. i% ,��� i `i` �✓� Name -Title S' P- 7 - of ,e l f 0 7 1 Project Title: Gallo Residence Report date: 02/13/1 Data filename: Gallo.rck Pagel of 7 cls(REScheck Software Version 4.4.4 i Inspection Checklist 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. 2010 1 !!W a York #tq� 1a1tvlew Plat[ 5 Ve, Tied Fletld V401Ned ai1p11�44�/lsi�i 3 �>\ � res o 103.2 Construction drawings and x �� � �i]Com lies , , p' [PR111 documentation sufficiently C7Does Not demonstrates energy code r' Y❑Not Observable compliance for the building W\k+ 3 r <❑Not Applicable envelope. 103.2, Construction drawings and t A , ❑complies 403.7 documentation sufficiently 3 S ❑Does Not [PR3)1 demonstrates energy code Not Observable compliance for lighting and ❑Not Applicable E mechanical systems. Systems t iserving multiple dwelling units must demonstrate complianceF with the commercial code. 4a3 ? Heating and cooling equipment is Heating: Heating: ❑Complies �PR� sized per ACCA Manual S'based Btu/hr Btu/hr ❑Does Not r on loads per ACCA Manual or Cooling: ;Cooling:' ❑Not Observable l other approved methods. Btu/hr Btu/hr ❑Not Applicable 3 Additional Comments/Assumptions: 11 High Impact (Tier 1) ., Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: Gallo Residence Report date: 02/13/1 Data filename: Gallo.rck Page 2 of 7 Additional Comments/Assumptions: 1 High Impact (Tier 1) Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: Gallo Residence Report date: 02/13/1 Data filename: Gallo.rck Page 3 of 7 Additional Comments/Assumptions: 1High Impact (Tier 1) Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Gallo Residence Report date: 02/13/1 Data filename: Gallo.rck Page 4 of 7 Additional Comments/Assumptions: 111 High Impact (Tier 1) °2 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: Gallo Residence Report date: 02/13/1 Data filename: Gallo.rck Page 5 of 7 402.4.2, Building envelopetightness ACH 50 = ACH 50 `= ❑Complies 402.4.2.1 i verified by blower door test result ❑Does Not [FI1711 of &lt;7 ACH at 50 Pa. This ❑Not Observable requirement may instead be met via visual inspection, in which ❑Not Applicable case verification may need to occur during Insulation Inspection. Z. *1!Wood-burning fireplaces have y� k ❑Complies gasketed doors and outdoor J h []Does Not Not Combustion air. ❑Not Observable 403.2.2 'Duct tightness via post- cfm cfm LJComplies [FI411 construction with maximum ❑Does Not leakage of 8 cfm to outdoors, or ❑Not Observable 12 cfm across systems. For ❑Not Applicable rough -in tests, verification may need to occur during Framing Inspection,' with maximum ; 'leakage of 6 cfm across systems and'4 cfm without air handler. 40314,,`Programmable thermostats " ❑Complies [FI9 i installed on forced air furnaces.' -f R "❑Does Not E s gEONot Observable r: F:❑Not Applicable 4031�2 Heat pump thermostat installed "" ❑Complies (Fil?l ;on heat pumps. Not ,❑Does QNot Observable ,.r Fig ❑Not Applicable 403 4 , Circulating service hot water d ❑Complies [FI111 ; systems have automatic or ,6 " ❑Does Not accessible manual controls. ' ❑Not Observable ❑Not Applicable 403.9 .1 3 Readily accessible switch on x ❑Complies [FI12]3 heaters for swimming pools. , ❑Does Not ❑Not Observable ❑Not Applicable 403.9.2 Timer switches on pool heaters t Complies iM P [FI1913 : and pumps are present. ' N/❑Does Not ❑Not Observable >„ `'❑Not Applicable 403.93 ; Heated swimming pools have a [FI2013 cover. Covers on pools heated J tr 'S ;' Complies z❑ pwout � <� ; ❑Does Not E over 90 QF are insulated to R -12.y ❑Not Observable . o~� ,i,❑Not Applicable 4013. 4; Compliance certificate posted. ❑Complies [FI71 ❑Does Not ❑N of Observable , A'❑Not Applicable 303.3 :Manufacturer manuals for ` x ❑Complies [FI18]3 3 mechanical and water heating '_, i❑Does Not equipment have been provided. a R ` , n ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 111 High Impact (Tier 1) "; 2 !! Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: Gallo Residence Report date: 02/13/1 Data filename: Gallo.rck Page 6 of 7 111 High Impact (Tier 1) 1, 2; 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: Gallo Residence Report date: 02/13/1 Data filename: Gallo.rck Page 7 of 7 2010 New York NJ/ Energy i i. ! Construction i • Energy Efficiency Wall 15.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Window 0.29 Door 0.39 Heating System: Cooling System: Water Heater: Name: Date: Comments 0 TABLE R3OI,& MINIMUM ROOF LIVE LOADS IN POUNDS -FORCE PER SQUARE FOOT OF WORIZONTAL PROJECTION 0 TRIBUTARY LOADED WIND AREA M SQUARE FEET SUBJECT TO DAMAGE FROM FOR ANY STRUCTURAL WITH NO FINISHED CEILING ATTACHED TO RAFTERS MEMBER ROOF SLOPE 070 200 201 TO 6100 OVER 600 FLAT OR RISE LESS THAN 4 INCHES PER FOOT L/240 w -----—---------I ---- I ---------1 , ---- —I I I I I I --------------------------------------------------------------- (111 20 EXTERIOR WALL"IND LOADS WITH ORI?TLE 12 RISE 4 INCHES PER FOOT (113) TO LESS THAN 16 14 12 12 INCHES PER FOOT (10 AIR ICE SHIELD RISE 12 INCHES PER FOOT (11U AND OREATER 12 12 12 CONT. RIDGE VENT Dez5laN GKITf_-NIA: NOTE: THESE DRAWINCsS ARE INCOMPLETE WITHOUT DETAIL SHEETS (ADDENDUM TO DRAWING SET), mom, I 0 ALLOUTABLE WIND -0 o1111 SUBJECT TO DAMAGE FROM =(/��J WITH NO FINISHED CEILING ATTACHED TO RAFTERS o I I I I I I I ELEVATION------- FLOORS AND PLASTERED CEILINGS L/360 ALL OTHER STRUCTURAL MEMBERS L/240 EXTERIOR WALLS WITH PLASTER OR STUCCO -----—---------I ---- I ---------1 , ---- —I I I I I I --------------------------------------------------------------- FINISH w, EXTERIOR WALL"IND LOADS WITH ORI?TLE FINISHES L440 EXTERIOR WALL&WIND LOADS WITH A PURSi OF TH WiNtER AIR ICE SHIELD SPEED EXPOSURE FROST LINE GROUND SNOW SEISMIC DESIGN DESIGN REEZIN UNDERLAYMENT BLOOD LIVE DEAD ROOF UPLIFT LOAD WALL SHEATHING USE/ OCCUPANCY HEIGHT FIRE AREA CONSTRUCTION LOAD (MPH) CATAGORY CATAGORY WEATHERING DEPTH TERMITE DECAY TEMP INDEX REQUIRED HAZARDS I LOAD LOAD SUCTION LOAD CLASSIFICATION TYPE OF 20 per 120 B G SEVERE 3a MODERATE SLIGHT TO 11 59' YE6 FROM Ivi 140 paf 20 paf Pi=RIMITER EDGE ZONE ■ :1.2 per EDGE ZONE ■ 29,1 per 6FD 30'2" FIRST FLOOR .1,130 6Q,FT. TO HEAVY MODERATE FIRM MAPS INTERIOR ZONE ■ 29,6 per INTERIOR ZONE ■ 24,6 of p SECOND FLOOR - 1,510 SQ,FT, TYPE V 01.7 Outdoor outlets. At least on• receptacle outlet accessible at and not mors than 8 fest, 6 Inches (1981 mm) above grade, shall To the best of my knowledge, belief and professional ,judgement,level TABLE 8301.52010 NEW YORK STATE CODtalled outdoors at the front and back of each dwelling unit havingp F these lams and/or ecifications ars In com lianee with the 2010 p access to grade. energy Conservation Construction Code MINIMUM UNIFORMLY DISTRIBUTED LOADS (PSI) These plans have been drawn in accordance with 2010 Residential Code of York State as All non -engineered lumber to b• Douglas Fir X12 or better FA O z! USE LIVE LOAD administered by the6outho d WOOD FRAME CHIMNEY 1: CONT, RIDGE VENT WITH CEDAR 610ING EXTERIOR BALCONIES 60 DECKS PASSENGER VEHICLE GARAGES 40 50 --- _ ATTICS WITHOUT STORAGE 10 — ATTICS WITH STORAGE 20 SIDING- ROOMS OTHER THAN SLEEPING ROOMS 40 ■ALL SLEEPING ROOMS 30 6TAIR6 .40 ■ 12 - — GUARDRAILS AND 1­4ANDRAIL6 200 r - .� ICCLI LI'r C,—.^r elt 11Alltl GC fT-II I I---- �-TYP. IEEE mom mom, uii- iii� �ii iD �i000�K � � mom, I 0 ALLOUTABLE I I I I I -0 o1111 1 I I I I 1 1 =(/��J WITH NO FINISHED CEILING ATTACHED TO RAFTERS o I I I I I I I ELEVATION------- FLOORS AND PLASTERED CEILINGS L/360 ALL OTHER STRUCTURAL MEMBERS � mom, I I I 1 I I 1 I ALLOUTABLE I I I I I -0 o1111 1 I I I I 1 1 =(/��J WITH NO FINISHED CEILING ATTACHED TO RAFTERS o I I I I I I I ELEVATION------- FLOORS AND PLASTERED CEILINGS L/360 ALL OTHER STRUCTURAL MEMBERS L/240 EXTERIOR WALLS WITH PLASTER OR STUCCO -----—---------I ---- I ---------1 , ---- —I I I I I I --------------------------------------------------------------- FINISH In s�MMMEMMIM D � �i D I S I MENOMONEE D ACTUAL FiN16HED ,SRADE MAY VARY DEPENDING ON DcISTING GRADE CONDITIONS — - T - —TOP OF PLATE GRADE - GRADE I 1 I Z I I 1 1 I 1 1 I I I I I I I 1 1 O I I I I 1 I I 1 Cell 1 I 1 I I I 1 1 I I 1 1 I I I c --------------------------------------------------- 811 P,G, FND, WALL ; ------------------------------------------ ON W, X D 11 FTG, I 1 1 I I I 1 I I I I I I 1 I I I I Ly 1 I I I STEP FOOTING I I 1 I I I I 30 DEG MAX. L y I I I I I I I I STA i - - —TOP OF CEILING TOP OF 61.15FLOOR - - —TOP OF 6UBFLOOR - - —TOP OF FOUNDATION -- -- ---------------------------------- r -r ------------------- +---------------------------------------- —TOP OF FOOTING r T I I I I 1 I I I 1 I 1 1 I I I I I I I I I I 1 I I I I I I 1 1 I I I I I I I I I I I I I I I I I I I I I I I I 1 1 I 1 I I I I 1 I I I I I I I I I I I I I 1 I 1 I I ----------------------- ------------------------------------------ I I I fi—'— -- 7 I I 1 I I I 1 I I 1 I ALLOUTABLE I I I I I LEFT SIDE 1 I I I I 1 1 =(/��J WITH NO FINISHED CEILING ATTACHED TO RAFTERS L/ISO I I I I I I I ELEVATION------- FLOORS AND PLASTERED CEILINGS L/360 ALL OTHER STRUCTURAL MEMBERS L/240 EXTERIOR WALLS WITH PLASTER OR STUCCO -----—---------I ---- I ---------1 , ---- —I I I I I I --------------------------------------------------------------- FINISH WOOD FRAME CHIMNEY WITH CEDAR SIDING 8IFE DETAIL SHEET FOR HIGH WiND CONNECTION REQUIREMENTS CONTRACTORS OPTION, IN6TALL STRAPPING ON OUTSIDE OF SHEATHING TOP OF PLATE— - -r- - — 6 TOP OF CEILING— - — TOP OF 6U5FLOOR TOP OF SUBFLOOR— - -� TOP OF FOUNDATION— - -� C 60 TOP OF FOOTING— - - — TABLE R301,1 ALLOWABLE DEFLECTION OF STRUCTUAL MEMBERS STRUCTUAL MEMBER ALLOUTABLE DEFLECTION RAFTERS HAVING SLOPES GREATER THAN 3/12 WITH NO FINISHED CEILING ATTACHED TO RAFTERS L/ISO INTERIOR WALLS AND PARTICIANS WASO FLOORS AND PLASTERED CEILINGS L/360 ALL OTHER STRUCTURAL MEMBERS L/240 EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH w, EXTERIOR WALL"IND LOADS WITH ORI?TLE FINISHES L440 EXTERIOR WALL&WIND LOADS WITH A PURSi OF TH FLEXIBLE FINISHES L/190 rvv IM: &-- VF AN LENGTH, H- SPAN HEIGHT A, THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN A6 0,1 TIMES THE COMPONENT AND CLADDING LOAD6 FOR THE PURPOSE OF THE DETERMINING DEFLECTION LiMITS HEREIN, 601L BEARING CAPACITY FOR THIS SIT)= IS BASED ON TEST HOLES BY OTHERS AND HAS BEEN DETERMINED TO BE 2,000 PSI (SWAP) PER TABLE R401.4,1 OF THE 2010 RESIDENTIAL CODE OF NEW YORK 6TATE APP►`- OVED AS N'O T ED DATE :C2 4 ±�, B.P.#s 96S� FEE: BY. — NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FiNAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW ST<X(1jPk"N6TiV, �jL NOT RESPONSIBLE FOR 15M21i: tSEr, CONSTRUCTION ERRORS. DO NOT PROCEED IIIAVITH FRAMING UNTIL SURVEY -- -- - -- --- OF FOUNDATION LOCATION HAS BEEN APPROVED. I I 1 I --------------♦ I I 1 1 I I I I I I 1 I I I I COiv°PLY WITH ALL CODES OF I NEW"YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF SOMOLD TOWN ZBA L--------------'-------------------SOaROaMEWNNINGBOARD - _ _ _ _ _ - - ------ - -- SOII T S uliiw ■ _R C C iGH"i' rryp) S iDE - ELEVATION � MINN, - - - - -01 RETAI ■ PURSi OF TH ■ s� SOLDA mom SIDING- ■ALL ■ TINit ■■■ mom ■■■ soon ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ NNW 0 ■■■ ■ ..._ - ■ ■ GRADE � I 1 I I I 1 I 1 I I I Ou P.C. FND, WALL i ------------------- ------------------- I 1 ON vow X 8" P.C, FTG..--�T------------------------------------------------; 1 I I 1 I I STEP FOOTING 1 1 � - - ; 30 DEG MAX, I I ----- y ------------------------------------------------------------------------------------------------- -- - REAR ELEVATION � 1 i 1 L 1 j 'ANCY OR F UNLAWFUL " IUT CERTIFICATE CUPANCY d STORM WATER RUNOFF ]ANT TO CHAPTER 236 TOWN CODE. =R CERTIFICATION CONTENT BEFORE ATE OF OCCUPANCY R USED IN WATER SYSTEM CANN07- ):2110 OF 1% LEAD. LUMBING LUMBING WASTE TER LINES NEED BEFORE COVERING O4:�165_ 1 1 II 11 U r N lu i� Q x LL � �d Q c=n O Ell m LL lu ENGINEER: p�NEW F >, LU II c JEFFREY T.MBUTLER, P.E. 9 � o LL .. Q u 0 tu to z z Q� N Z3 a a � Q Q = d) t U O U� OAU y o LL o o moo: n z � a PAGE: Of 6 .. '�'� ,..c _'Vx :. :,>( , ; el' I ,Y . ^r_ LI,}' ..`l' Iw•, �� `i�li. , 4M'y : •� u, 3 >,J`', lirryi:x. �, u"'1121 i X'�N;, .r,, `T,i:ji, ' • aRiw pofdowris IS Tentiam7/eg',: a v:: t� `': 5" �: ..r m` T a: hw, " 5r.. •'a , n ° s.. ;"; ,it 1 . =;'i# ".r';, ,y ' L ' �',:. '.y'.,,s:;l .,w'"`3•, •, ;,k `'' -i111 , y,'. _,` 1 ., - hu ff ' •i ' �4,EEAfp rh7a jne�iel !t pntenble to tim(lar $•naedna eecauu of 'i:_ ' '' - ! h -W "k ' _ i 10,s)gtNrdtiallahan,01highorroads,1)lsaerlllth/udtetl ', w':wwoa or s nrnlh'$hnrt N these Baba u t' r tf , _ v.mr f m,w'u" i. C HDU Holdowns an prwdefiscted during tho manufachtrnp ` 11 - „' . o ;,; +„ ! ''I ppTTrocess; virtually eliminating deflec9toggn under load duo to material stretch. .i �Idlhys!on I j+ x n, i',' 1. klrl uantlse S rap3de reducon ed (irc aSIC teOl SII OUs sSOS cCf•Wb feSUICil L In i I�" ) i ryes" �rov1 y P P D I d© v ',, <' +- aw'INest res * ' Creator, net section, when compared to bolts, as no material Is removed. ,„ I riie�K 1 q - ;o I ",l H `, >'' ' X. '" 'a' - i -' , : „', ' The I IDU serfos of holdowns are designed to replace previous versions ''- ,I , r� '4 to^;, `. l �.;, I of the product such as 11 iD•s as welt as booed holdowns, The HDU2, 4 . t s x . and 5 are'ditect ropincements for the PHD2, 6 and S, respectively; �i , :, ` 'a ia� - "^ "•- • ri '^ For more Information on holdown options, contact Simpson Strong Tie. + Q „ , n ;,;;, li14 $PECIAL FEATURES HDU rya I! :{tw `w;,.: I h,ij,'�7+ yr.,. a Il P tis d colt; n fw a .li ° ., 14p !'a . • Pre -deflected body v Rua y e m'ne / d us. h:enl i ,t c, to material ctntch. s t12,4eY �,,'' i`',.iP: "';:t r y'; I i Use; SDS scpws which Install lastly, reduce fasUner slip, end ,'; 4y, �( s se '''':ir Ya a - A . 1' .� �,�' provide a granter net section area of lite post compared to bolts. Y _ :[. I, fir, ,i�il• "' ',.'' i • SDS screws are supplied with the holdowns to ensure ' iyY ,1 I i , prDPer lastengrs aro Used, - 1 • No stud bolts to countersink at opemnps.' . ., + :a , mwi,Ity I'I Typical HOU Tie I MATERIAL: So* table FINISH. Galvanized ' '., f' sew by • . „>M,vx,, ' 1'g Between Floors INSTALLATION: • Use all specified fasteners. See, General Notes, , ! it ver . 15'" 'I c�15e '• ;',(' *for use In vertical and hoilzontal applications. , #;'.' , ' , No additional washer required, •. :, !' • I u e ' , " •,• To tie multiple 2x members together, the Desper'must determine . `' ;z'., t' i '' .' :' ►tewm%„ %rwso ;,"'' i ''+ the fasUners required to join the members to act as one unit : '.,' �'„ evH fp 5• ` ,. Horizontal HDU . without spintmp the wood. Soo page 20 for $D$ values. I a q d 011ut Installation . • Cao SD and CST6 Anchor Delta an 2 '' �J i t r ;�'t `+ t`' (Plan View) ' ", " .;. , pages 2715 for anchorage options. ` For h "d rens, flit A5TM test , ^. " '. " - • , •SDS screws Instal! bust with a � (' 1 .11 i I a 1 p `,5, i , lir''•, ,.,u. N : Il;t < Y.. ?' :.� : '" 1 low speed high terata drill yr I st,rnduds, anchor bolt nut should 1; V,w` ., ,. r ^rw, t '' a ' be finger^light plus A to Morn with .. _ `` a 'hex head drivec' , . T. , .,,; , 4:= 1;_:.1 " k p - ; a hand wrench, with consideration t r : � : '� '' R^.ler to technical bulletin , ,' " ` T ANCHORSPEC tem pest -installed , it to possible luture wood + : _ . + r • " "�' r anchorage solutions (see pane I . shrinkage. Care shoubd'be taken to I ,- naw+.•r 1$1 for delai!s). , not over -torque the nut. Impact I ,' � -' • Jl CODES: Su page 12 for Code Reference ' ' wrenches should not be used. ' . I .Vertical HDU Installation Se" hatnrm 7 Key Chan. _ ...__..-:.— -I', " P V .., i :ref=;�'� MINIMUM SPECIFIED COMPRESSIVE t x a " ;'itirlinti tint"Alluti4bhTarisionLoatl;fla3'i:.: , OOnansipne . '' p " ' A `s+' t ',° F:, oslsners -, '' a. 'k_! 1, :'', � ':,,•. y'r..< ,;f�... ';/S SG `�F, ,ik ,ry, ti, " j r -,.:4,".''� ' (1600 - .K. Y IO. Y wx( i„ .' p z " ( 1•'i' "r. s: r."'ti ;.y110 d r CddY"- Mile .1 ,,,;i} Na'"„ ' i; ,�.. fis. °f'yl` n n y=' - P' ''Anchor (i..,Men¢tr..� 'x�; I 'r' DellertlQiral", I. t r•, +t'`SDSfiicknes; OF/5P -'I r'��f/HF Allawagle toad j _:'' it)', tolt0ia: x. .Ref,' .t: ,. h,a. v''"' � � A Yt{ .3 $crews . ! 1 sl. t P (In.) ,I a., •, , (i11. 1',: `" "� r L 1.a iry, c" a . J}.,:t ;'-:" - '"iSt (I � HDU2•SrIS25_( 14 3 1'Ye - 3:.r 1'�Y iii -_ _ GTSDS'n'X2yY � 3yµ _3075 2215' 0089 _. _ _ . __ __._ ---_- ..--- ---.. 2,500` __" HCL°-SOS2_5 HDU5 SOS2 5 14 U A _ 3 3 __ t_0';,c 13� n _ ._ - __3Y._ 3'1. ... 1:4' 1' 'e ... _ --. IV. % _ J-1'ii, 10 SDS Yi x2'n' t 3 ISG5 _ L_32iS _ ____0.114__._ 14 -SDS 'ii x?'/r' ? 3 5645 1 065 0.115 I., _ �ti•� 6`':,.,: i,, %; .k, ''" �Ipsy'.. 't'j%}' WEATHER, AMC) GARAGE FLOOR SLABS 1"iii' ., '�, i,..,.. g ,- :. , 'A, 36- ,.:,,' 3 5 C i4 °.11 ''•lir .t -,' ,.. .. , . s,._ ” tc,L2a, o"i= „U. S sfr''.`:a. *id, 1 / SIS' 1 , ij•; r' "„n$D$xzi.1 a L4_ Js fix; Ayz J' .78Zn,; . CGS • U.113 ' T » F5 _$ i i`:' iVt 1 _ ' 1 - 5h 95?!1 0165 0137 30-SDS'p'x2%i i _L 7Vi 11175 8045 0137 TDUti-SPS21 _ 10 - 3 22Y: S'h H ' 5 a GLl'SA�'' '' ',r _ , ',•.; " Y' t illi;[ _slime a31f'' - 1 tj5x" �. f::.,, `'x'�W,".i y ''. e lyi'.r 1 350r.r:, 10360 0177 _ xio ,it, 2171,:�, �_- la,, _ ,5, :.14sz 0.177. -1 I . 1 /, 10745' �J I 1. Allowable k,ads nave been hfuzasrd for earhGuake or wind lad durations with fasteners. Holdewns Shah be Installed centered along the width of the reached post. no furthor increase al owed; Tadao when Whor bad durafux,s govern 5. Tons& values are valid for holdownfm e, s flush or rec oa of sill plate F - ' 2. Th! naaigner mast specify anchor bolt type, Ienpt7 and embedment. See Se and - , 6. Deflection at Hirhest Allowable Tension Load includes tastenor slip, nolcown z SSTB Anchor Boils (pages 27-29) Refer to b•N'nca bulletin T-AkCHOMPLCi for elon;;tlon, and anchor bolt eloocation (L= s'). Addltlonal elongates Of an;hor bolts " 2 retrold anchor solu;l.,',s (saepage 01 mor def.r.ls). shall be acreumed for by the Designer whet holdowns are rat ;ed higher than a'. N 3. Structural compm'ilo lumber aaumns ha,e s des fnal show either the wide fact Brite , 7- Tabulated toads may be doubled when the HDU is installed on opposite sides of the $dues of the lumber snantwven,m. values in the tables 10act'nstlllehor ,rin me wood mourner proMod ehher the post is largo enouch to prevent cpeosinl Loidown :' , k wide face See ternnlcal bUleh.t T-$CLCO.UAIW for vaLp an the narrow Baca (,edge) - scrah intorferaee air the holdowns are offset to eliminate screw interferences. - c �sto Pape f1 t (or details)..- 8. Noted HOU14 all"ble loads are based on a fiV wide port (6xi mi.!.). , 4. all 003,0t! by Spec.ner Allowable load values are base$ on a m1n'Tmum woo -6 member ; All offer toads are based on 31z rrdv post minimum. ' �. S ddckness ,n the a reason of the faslcnvr penulraos% rusts may cu-!, s; I moult ,ala 2x ; S. Recuk es heavy hox anchor nut to achieve tabulated loads (supJlied Ir7fh hold2wn). 2; members provided they ant designed to act as ono unit irdependently or the h0lcaWn • 11, 11,x , r;' i��a.�ur�:' '(' '=4 rwir -i.4'v ':4 _ .;'ri'tS;,K. 'r'.• ,_ * �'fijt �` .:�*.:��zy:.,,. 1 €',. , rY.^i'L7. is"4: i%en. '} I-T,CL'x. 4 � ;;: ,I�r �i. .t � Ye ,... .�"i ! ' 3... ' 1 �YYei/. .. .v ,. The PHD Ssries of pre -deflected holdowns are being . .3 A replaced by HDU holdowns, For spselllcations that, '' . ' . 11 I r - caul tot a PHO, contact Simpson Strang -Tie for ",,_ . `' " _ ' equivalent HDU models. See Above for details on t I - the HDU series Df pre-detlected hold owns. I ,` -: ' is ,^••,ems".: y,,, 1, ,, .: x . 37 . - _ , 8311.5 Stairways. 8311.5.1 Width. Stairways shall not be less than 36 inches (914 mm) in clean width at all points above the permitted handrail height and below the required headroom heighd. Handrails shall not project more than 45 inches (I 14 mm) on either side of the stairway and the minimum clear width of the stairway at and below the handrail height, including treads and llrindings, shall not be leu than 31.5 inches (797 mm) where a handrail is installed on one side and 27 inches (699 mm) where handrails are provided on both sides. Exception: The width of spiral stairways shall be in accordance with Sectioot 8311.5.9. 8311.5.2 Headroom. The minimum headroom in all parts of the stahvay shall not be leu than 6 fat 9 inches (2036 mm) measured vertically from the sloped piano adjoining the tread nosing or from the floor surface of the landing or platform. 83115.3 Stair treads and risen. R311.5.3.1 Riser height The maximum riser height shall be 91/4 inches (209 mm)- The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stain shall not exceed the smallest by more am 3/t inch (9.5 mm). R311.5.3.2 Tread depth. The minimum tread depth shall be 9 inches (229 min). The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/3 inch (9.5 tom). Windier treads shall have a minimum tread depth of 10 inches (254 mm) measured se above at a point'. 12 inches (305) mm from the side where the treads are narrower. Winder treads shall have a minimum tread depth of 6 inches (152 ram) at any point. Within any flight of stain, the greatest winder tread depth u the 12 inch (305 mm) walk line shall not exceed the smallest by more than 3/9 inch (9.5 mm). R311.5.3.3 Profile. The radius of curvature at the leading edge of the tread shall be no greater than 9/16 inch (14.3 mm). A nosing not less than 3/4 inch (19 mm) but not moon than 11/4 inch (32 mm) shall be provided on stairways with solid risen. The greatest nosinlg projection shall not exceed the smallest nosing projection by more than 3/1 inch (9.5 mm) bletween two stories, including the nosing at the level of floors and landings. Beveling of noting shall not exceed 1/2 inch (12.7 men). 8isen shall be vertical or sloped from the underside of (the leading edge of the tread above at an angle not more than 30 (0.51 rad) degrees from the wertica . Open risen are permitted, provided that the opening between treads does not permit the passage of a 4 -inch diameter (102 mm) sphere. Exceptions: 1. A noting is not required when the tread depth is a minimum of 11 inchcil (279 mm). 2. The opening between adjacent treads is not limited on stain with a total rise of 30 inches (762 mm) or less. 1311.5.4 Landings for stairway&. There shall be a floor or landing at the top and bottom of etch stairway. Exception: A floor or landing is not required at the top of an interior flight of stain, provided a door does not swing over the stain. A flight of stain shall not have a vertical rise gaster than 12 feet (3659 norm) between floor levels or landings. The width of each landing shall not be less than the stairway served Every landing shall have it minimum dimension of 36 inches (914 trim) measured in the direction of travel. 8311.5.5 Stairwey walling surface. The walking surface of treads and landings of stairways shall be sloped no steeper than one unit vertical in 4t inches horizontal (2 -percent alope). 8311.5.6 Handrails. Handrails shall be provided on at least one side of each continuous run of treads or flight with four or more risen. R311.5.6.1 Height Handrail height, measured vertically from the sloped plane adjoining the tread nosing, or finish surface of romp slope, shall be not less than 34 inches (964 mm) and not moa It hon 39 inches (965 mm). R311.5.6.2 Continuity. Handrails for stairways shall be continuous for the full length of the flight, from it point directly above the top riser of the flight to a point directly above lowest riser of the 'flight Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handruls adjacent to a wall shall have a space of not less than 11/2 inch (3 9 mm) between the wall and the handrails. Exceptions: 1. Handrails shall be permitted to be interrupted by a newel post at the turn. 2. The use of a volute, turnout, stating easing or starting newel shall be allowed over the lowest tread. R311.5.6.3 Handrail grip size- All required handrails ,half be of one of the following types or provide equivalent graspability. 1. Type L Handrails with a circular cross section shall have an outside diameter of at least 11/4 inches (32 mar) and not greater than 2 inches (51 mm). If the handrail is not circular it shall have a perimeter dimension of at least 4 inches (102 men) and not greater than 61/4 inches (160 mm) with a maximum cross section of dimension of 21/4 inches(57 mm). 2. Type 11. Handrails with a perimeter greater than 61/4 inches (160 mm) 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 (19 mm) measured vertically from the tallest portion of the profile and achieve a depth of at least 5/16 inch (t mm) within 7/9 inch (22 mm) below the widest portion of the profile. This required depth shall continue for at least 3/9 inch (10 MOO) to a level that is not less that 13/4 inches (45 mm) below the tallest portion of the profile. The minimum width of the handrail above the recess shall be 11/4 inches (32 mm) to a maximium of 23/4 inches (70 mm). Edges shall have a minimum radius of 0.01 inches (0.25 tem). R311.5.7 Illumination. All stairs shall be provided with illumination in tceordance with Section 8303.6. ;x8406 FOUNDATION WATERPROOFING AND DAMPPROOF ING IR1406.1 Concrete and masonry foundation dampproofing. Except where required to be waterproofed by IRR406.2, foundation walls that retain earth and enclose habitable or usable spaces located below grade shall be dampproofed from the top of the footing to the finished grade. Masonry walls shall have not fees than 3/8 inch (9.5 mm) portland cement puging applied to the exterior of the wall. The parting shall be dampproofed with a bituminous costing, 3 (rounds per square Yard (1.63 kg/a12) of acrylic modified cement, V9 -inch (3.2 non) coat of surface -bonding mortar complying with ASTM C IV or any material permitted for waterproofing in IRR406.2• Concrete walls shall be dompproofed by applying any one of the above listed dampproofing materials or any one of the waterproofing materiah listed in IRR406,2 to the exterior of the wall. IR1406.2 Concrete and masonry foundation waterproofing. In area where a high water table or other severe soil -water conditions are known to exist, exterior foundation walls that retain earth and enclose habitable or usable spaces located below grade shall be waterproofed with a membrane extending from the top of the footing to the finished trade. The membrane shall consist of 2 -ply hot -mopped felts, 55 pound (25 kg) roll roofing, 6 -mil (0.15 mm) polyvinyl chloride, 6 -mil (0.15 mm) polyethylene or 40 -mil (1 term) polymer -modified asphalt The joints in the membrane shall be lapped and sealed with an adhesive compatible with the waterproofing membrane. EXCEPTION: Organic solvent based products such as hydrocarbons, chlorinated hydrocarbons, ketorrs and esters shall not be used for ICF wells with expanded polystyrene form material. Plastic roofing cements, acrylic coatings, latex coatings, mortars and partings are permitted to be used to seal ICF walls. Cold setting asphalt or hot asphalt shall conform to type C of ASTM D 449. Hot asphalt shall be applied at a temperature of less than 200 degrees. IR8406.3 Dampproofing for wood foundations. Wood foundations enclosing habitable or usable spaces located below trade shall be dampproofed in accordance with IRR406.3.1 through IRR406.3.4. IRR406.3.1 Panel joint sealed. Plywood panel joints in the foundation walls shall be sealed full length with a caulking compound capable of producing a moistum-proof seal under the conditions of temperature and moisture content st which it will be applied and used. IRR406.3.2 Below Fade moisture barrier. A 6 -mil -thick (0.15 nun) polyethylene film shall be applied over the below -Fade portion of exterior foundation walls prior to backfilling. Joints in the polyethylene film shall be lapped 6 inches (152 mm) and sealed with adhesive. The top edge of the polyethylene film shall be bonded to the sheathing to form a seal. Film areas at grade level shall be protected from mechanical damage and exposure by a pressure preservatively treated lumber or plywood strip attached to the wall several inches above finish grade level and extending approximately 9 inches (229 trim) below grade. The joint between the strip and the wall shall be caulked frill length prior to fostening the strip to the wall. Other coverings appropriate to the architectural treatment may also be used. The polyethylene film shall extend down to the bottom of the wood footing plate but shelf not overlap or extend into the gravel or crushed stone footing. IRR406.3.3 Porous fill. The space between the excavation and the foundation wall shall be backfilled with the suit material used for footings, up to a height of 1 foot (305 ruin) above the footing for well - drained sites, or one-half the total beck'fill height for poorly drained sites. The porous fill shall be covered with strips of 30 -pound (13.6 kg) asphalt paper or 6 -mil (0.15 men) polyethylene to permit water seepage while avoiding infiltration of fine soils. IRR406.3.4 Backfill. The remainder of the excavated area shall be backfrllcd with the same type of soil as was removed during the excavation. SHINGLE RIDGE CAP SHINGLES _\ FELT PAPER F en SEE DETAIL SHEET FOR HIGH WIND CONNECTION REQUIREMENTS RIDGE VENT RIDGE VENT DETAIL 6 Co N e1 0 e w ;. N Fn 5N FOUNDATION PLAN SMOKE DETECTOR INTERCONNECT PER CODE e CARBON MONOXIDE DETECTOR ONE PER FLOOR AIR ROOF SHEATHING (TYP.) 5-IOd NAILS // /1 "/ L�y - 31 �= � 1 ' 5-IOd ' NAILS SI IPSON STRONG -TIS He HURRICANE TIS TABLE 8402,2 MINIMUM SPECIFIED COMPRESSIVE STRENCxTI-I OF CONCRETE to MINIMUM SPECIFIED W U 6a COMPRESIVE STRENGTH (F'C) 5:'6" (3 WEATHERINNG POTENTIAL TYPE OR LOCATIONS OF cri lu � � A CONCRETE S11RUCTURES NEGLIGIBLE MODERATE SEVERE BASEMENT WALL6, FOUNDATION AND ITHER CONCRETE NOT (I � %xIt ND EXPOSED TO THE WEATHER 2,500 2,500 2,500" BASEMENT SLABS AND INTERIOR SLABS ON GRADE, EXCEPT ' 2,500 2,500 2,500` GARAGE FLOOR SLABS Z5 ( - � BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND OTHER VERTICLE CONCRETE WORK EXPOSED TO WEATHER 2,500 3,000' / 3,0 - ! I., 12 / / PORCHES, CARPORT SLABS AND STEPS EXPOSED TO THE/ 0 O WEATHER, AMC) GARAGE FLOOR SLABS 2,50 3,000"3,000"5 /3,500 s' a (-I^ %_ 1 / f'VK OIs I r "NIJ F-'t_K OWLIAKM INC -H ■ rP.DDD ICF''^, A, AT 28 PSI, B, SEE TABLE R301.2(1) FOR WEATHERING POTENTIAL. G, CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING CONSTRUCTION SHALL BE AIR -ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE D, D. CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN Z PERCENT, E. SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT, Backfill shall not be placed against the wall until the wall has sufficient strength and has been anchored to the floor above, or has been surficlent1V braced to prevent damage bg the backrill (Section R404.1.1) NOTE: PROVIDE SIMPSON L65U28 JOIST HANGERS AT EACH RAFTER/ CEILING JOIST CONNECTION, NOTE: ALL LUMBER THAT COMES IN CONTACT WITH CONCRETE WILL BE ACQ LUMBER a I' j z O n Dec • U 9 F- to W U 6a 5:'6" (3 1 Q0Z W ff cri lu � � A - r' N nn IJ— "D 0 (I � %xIt ND 1— �- 1 ND tai I_ 0 24'2" Z5 ( - � - O s<•I.g / 34' 4" ) - ! I., 12 - 0 O W V (-I^ %_ 1 dl I I 1 1 6' 6" 9' 4" DOOR ABOVE 11' 0'/z" i 7'5'/2" 2' 0" 1 ' i 66" CH 1 -EK WALLA HOLD BELOO '- -..t Q 6TO I f A@OV.F_,' � 1, FINISHED GRI4DE, PROVIDE HOLD DOWNS AT EACH CORNER r---, --1 (2-2x6 , G B.U. r 1 (RDE 1 ,_ _ TYPICAL + 1 61MP60N HDU5 (TYPICAL) - SEE DETAIL SHEETS `"' I `- 7' 1 110' 6" PROVIDE 5/8" ANCHOR BOLTS 36' O.G, MAX, I t] U e I i 1 I WITHIN I' OF EACH SPLICE IN SILL PLATE 18" DIA x MIN 48" DEEP �°` 10 O I ilit I I ' Io I SEE DETAIL SHEET FOR INSTALLATION OR TO UND16TURBED SOIL I I"' i Q `0 I i I ; n i P.C. PIER WITH 6x6 ACM ----' •- -�l+r ' --� A 4� - ' -----------' �- ' ---2@13--- -' ---------------- P06T TO DECK GIRDi:.7R�, -------------- --ZB11--- i ANCHOR PER DETAIL c • - • • • D • - ° +' ° - ' 6HEET,TYP. r------------------ ------------------------ ------------------------- --�---------------------', I 1 I ,I ,I IvI I c t•I Ip I , I I :t ► 1 I , I d Ires`, 1 Q I 4'x8'x5/8" F.C, rnWB OVER 1 ' t' I ' I rt v I 0 EXCAVATED CELLAR FURNACE PER �HAPTER 13 1 ,o ' • "n 1 � ° ' I (UNFINISHED) OF THE 2010 RESIDENTIAL I D , ------------------------------------------------------------r---------- 1 4"6 ACQ L.MGER x - ' 1 `—Q 0 u U 4 P.C. SLAB (3500 PSI) ON 4 MIL VINYL O CODE OF NEU) YORK STATE ' 1 ' ----------T - 1 o e I ' . c .. o - . p .. o - '01 D .. -- o - a p .. ' o 1 I ' u_ o rl VAPOR BARRIER ON 4 COMPACTED _ POUROUS FILL I I I I . - - - - -, 1 , - I I 1 ° ------------------ --------------------- + r---- ' ---- ----- -------- O iv I I FURNACE I I , 14' 10" " I a' a" 1 N 1 9 � I 1 I i v I v I ' u: � G.O, 3 1/2" STEEL COLUMN ' i O i •� , co 1 I R U -i' I0 30"X30"X12' POURED m - I IZ p I C, N 0 NI CONCRETE FOOTING " i 1 ' ' 1 O O o I I .. � i• i �4 — (TYPICAL) '- 1 ' I . - - - I'o - - J 1 �, ► O. di I p,• o to i 10" � 6' 10" 6' 10" 6' 1" I i . ' '' 1 ' •-----' I •4 '° I 1 1 I 1 I I I I I 1 b 1 '� ' 2-1 /4"xtl 1/8" I -I_ _ 2-I 3/4"x11'1/8" i -_ _ 2-I 3/_4"x11%8' _ i 2-I 3/4"x11 l/81' -- i i ' ' I0x O C - o - M, _ CaIRDER I i M,L. (I[ D R — DE1 t t-I.,t 1 i i I'� 4 eo m I N 1 1 1 I 1 % 1 I 1 1 T o" I '7' 1" I ,' 1 N I 8 M P CKET `---:J- -I .--I----. ------ �-- --, ' . I ' Q, r,1 a 1 ' I G OUT C� LID t}, I �- ---+ ,_ . ---• I I O ]• I I�---- ' UNEXCAVATED GARAGE -� .v • ---- ----------- n- r 4 - r •� i ' ' .r 1 ' I ' 1 1 16-113/4",11 1/8" - - - I I I 1 2-1'3/4"x11 ,1/8" - -'e_- - - - I I• o l I 1 r a :. M c • � -4 I c o I I � IM,I_ GIRDER 1 MI'�.L GIRDER " I I el I I 4" P.C. SLAB ------------- ----------- � I 1a I I I 1 I �.,-- i I 6"x6" 10/10 W.W.M, N 14 I 1 ON 4" POUROUS FILL I a I I Ij I - - - - - - lx BEAM P�, CKET ° ,I ' I PITCH TO O.H.D. 1 I I I O I tu I V GROUT S{7LID I I I i o f 0 I 1 ' Q O d) I i I • I I ' ' O I I I i- ' Q A ' () I Q I- I I •' I I N I' > I I I I 1 1 _1 <" � 1 D ` I C4 I I > I- I ' 1 D 1 In tel 19 � r-, "-, 1 1 , I 1 1 N , I 0 o I U- I I 1 , 1 1 1§ Wit I Q 1 1 1 4 4 1 1 1 I � _ lfl I --- '_' N . '� M I ' I I 1 '' ° I 1 1 I I I 12-F.J. i o W Q I I '- 23' 6" 1 $7 1 5' 7" I 3' 4" o 1 1 1 ie I II 1 ' 1 I I I I I i 1 i v ,Q I II 'a 1 I , 7'2" I 14'7" 1 1 1 I I I , 1 I B� 1 `----------------------------------------- ------------- -----------• 1 D,1 1 I I • ---------------- I I -�- J -_----_---_---------- p 1 '� . v V Q ►e .v . v G ►a •� �. 17 4 ►a .v . v 4 Fo .v • ' I - ----- I I ----------- 1 _ a v 'V v 4 v V p- . o D a p 1 , ------------------------ 0 --------------------•-------------------------- ' 4' 11'3"1 I• v •r a v-. ` 0 0 r--------------------------+--------------• ' 1 ' O 2 I-------------------------- - - - ,, ' 1 1 a ► A '' 1 '�, I 1 -d , 1 1 / I I •--------------------------------- -• %` I I I I o 1 I 1 1 I I �i , I I 8" CHEEK , WALLS TO CART Y "' 10 I i' i P.C. STOOP ABOVE, . I I • 1 I 1 I 1 I - - I I . , , I I I I I . 24'2" 12'3" 8" 612" 8" r 1 I I I 14'7" I 2' 0" I' j z O n Dec • U 9 F- to W U 6a O z o t- (3 1 Q0Z W ff cri lu � � A Z z q A r' N nn IJ— "D 0 (I � %xIt ND 1— �- <-.r`'` ND tai I_ 0 Z5 ( - � � 11.1 O s<•I.g () OL of M 12 = cn 0 O W V (-I^ %_ IL LL dl %'� I� F Vvr I�� J Q r- � T. 130 O`� ,c_ ` % r �` C"P '`' 1 ,� ^i; Cry r, t^ - j * 7 {?. ^ Illi ,. J Li I r �_ ?I n ' & 1) J p� o`v �.: \IAF 1=SS�.,% JEFFREY T. BUTLER, P,E, 9 F- Q IA Q W U 6a O z o t- (3 1 Q0Z W ff Q W CD Z3 ff 0 � � A Z z q A r@ O 1; l O US ON'v OL 1A O Il. 'r O I1.. r?1 U) LL O O -1 " Y O If Z . Q - � k' Q PACE. 2 of (o ____ ___ CAST IRON HOUSE TRAP FLUMeING RISER DIAGRAM (NTS). =0 'STEM SEE DETAIL SHEET FOR HIGH WIND CONNECTION REQUIREMENTS CONTRACTORS, OPTION: INSTALL STRAPPING ON OUTSIDE OF SHEATHING b M §RE3803.3 Additional locations. At least on* wall switch -controlled lighting outlet shall be Installed in hallways, stairways, attached garages, and detached garages with electric power. At least one wall - switch -controlled lighting outlet shall be Installed to provide Illumination on the exterior side of each outdoor egress door having grade level access. A vehicle door in a garage shall not be considered as an outdoor egress door. Where lighting outlets are Installed in Interior stairways, there shall be a wall switch at each floor level to control the lighting outlet where the stairway has 6 or more risers. EXCEPTION: In hallways, stairways, and at outdoor egress doors, remote, central, or automatic control of lighting shall be permitted. §RR301.2.2.4 Weights of materials. Average dead loads shall not exceed 15 psf (0.72 kN/m2) for roofs/ceiling assemblies or 10 psf �0.48 kN/m2) for floor assemblies, except as further limited by RR301.2.2. Dead loads for walls above grade shall not exceed: 1. Fifteen psf (0.72 kN/m2) for exterior light-frome wood walls. 2. Fourteen psf (0.67 kN/m2) for exterior light -from• cold -formed steel walls. 3. Ten psf (0.48 kN/m2) for interior light -from• wood walls. 4. Five psf (0.24 kN/m2) for interior light-frome cold -formed steel walls. 5. Eighty psf (3.83 kN/m2) for 8 -inch -thick (203 mm) masonry walls. 6. Eighty-five psf (4.07 kN/m2) for 6 -Inch -thick (152 mm) concrete walls. EXCEPTION: Roof/ceiling dead loads not exceeding 25 psf (1.19 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. SECTION R309 GARAGES AND CARPORTS fR309.1 Opening protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with 4 45 -minute fire - rated door assembly equipped with a self-closing device. fR309.1.1 Duct penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel and shall have no openings into the garage. ;R309.2 Separation required. The gauge shall be separated from the residence and its attic area by horizontal or vertical separations conforming to §R309.2.1 and §R309.2.2. §R309.2.1 Vertical separations. Where partitions are used to separate vertically an attached garage from a dwelling or its attic, the partition assembly shall have a 3/4 -hour fire -resistance rating. EXCEPTION: In lieu of providing partitions that have a 3/4 -hour fire -resistance rating, one layer of 5/8 -inch -thick, Type -X, gypsum board maybe installed on the garage side and one layer of 1R -inch -thick, Type -X, gypsum board maybe installed on the opposite side. Application shall be in accordance with R702.3. ;R309.2.2 Horizontal separations. Where horizontal construction is used to separate the gauge from the residence or its attic, such construction shall be protected with one layer of 5/8 -inch -thick, Type -X, gypsum board, installed in accordance with the requirements of §905.1 Openings in horizontal separations shall not be permitted except where the residence is otherwise protected by vertical separations. Where the horizontal separation is a floor -ceiling assembly, the structure supporting the separation shall also be protected by not less than 5/8 inch (15.97 mm) Type -X gypsum board or equivalent, §RR312 GUARDS §RR312.1 Guards required. Porches, balconies or raised floor surfaces located more than 30 inches (762 mm) above the floor or grade below shall have guards not less than 36 inches(914 mm) in height. Open sides of stairs with a total rise of more than 30 inches (762 mm) above the floor or grade below shall have guards not less than 34 inches (864 mm) in heightmeasured vertically from the nosing of the treads. §RR312.2 Guard opening limitations. Required guards on open sides ofstairways, raised floor areas, balconies and porches shall have intermediate rails or ornamental closures that do not allow passage of &sphere 4 inches (102 mm) or more in diameter, EXCEPTION: The triangular openings formed by the riser, tread and bottom rail of a guard at the open side of a stairway are permitted to be of such a size that a sphere 6 inches (152 mm) cannot pass through. 58'6" §RR315 HANDRAILS §RR315.1 Handrails, Handrails having minimum and maximum heights of 34 inches and 38 inches (664 mm and 965 mm), respectively, measured vertically from the nosing of the treads, shall be provided on at least one side of 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 riser of a flight to a point directly above the lowest riser of the flight. Ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 1.5 inches (38 tum) between the wall and the handrail. §RR315.2 Handrail grip size. All required handrails shall be of one of the following types or provide equivalent graspability, Type I. Handrails with a circular cross section shall have an outside diameter of at least 1-1/4 inches (32 mm) and not greater than 2 inches (51 mm), If the handrail is not circular it shall have a perimeter dimension of at least 4 inches (102 mm) and not greater than 6-1/4 inches (160 mm) with a maximum cross section dimension of 2-1/4 inches (57 mm). Type II. Handrails with a perimeter greater than 6-1/4 inches (160 mm) 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 (19 mm) measured vertically from the tallest portion of the profile and achieve a depth of at least 5/16 inch (8 mm) within 7/8 inch below the widest portion of the profile. This required depth shall continue for at least 3/8 inch (10 mm) to a level that is not less than 1-3/4 inches (45 mm) below the tallest portion of the profile. The minimum width of the handrail above the recess shall be 1-1/4 inches (32 imn) to a maximum of 2-3/4 inches (70 mm). Edges shall have a minimum radius of 0.01 inch (0.25 mm). NOTE: IN TERMS OF UPLIFT CALCULATIONS, THIS IS A THREE STORY BUILDING (ROOF PITCH GREATER THAN 7 PITCH) Backfill shall not be placed against the will until the wall has sufficient strength and has been anchored to the floor above, or has been sufficiently braced to prevent damage by the backfill (Section R404.1.7) ti 24'2" 34' 4" 22'2" 2101, 6'6' 9'4" STEP b 5/4"xro" � OECKIN • 3030-2 DH PS 6 2-2x10 HDR o ' F - Co PLATFORM, STEPS QL AND RAIL TO 9'O KITCHEN CCLHENGT. 330 E„ GRADE PER CODE FIRST FLOOR PLAN. LIVING AREA = 1130 SQ,FT, GARAGE AREA = 460 S0,1=T, SMOKE DETECTOR INTERCONNECT PER CODE e CARBON MONOXIDE DETECTOR ONE PER FLOOR 15'2" p � • � o O o � X r O x ~ N f" 4-2r.4 POST 3-1 3/4"x14" LVL GIRDER 4-2X4 N POST :-1 1 1/2 CAR GARAGE 3/4 HOUR RATING ON WALLS 4 CEILING PER CODE, SEE: NOTES ON THIS SHEET "SECTION 8309 23' 10 tx10 HDR 3050 1D Y 6" 1 13' 2" 24' 2" 11' 0'/z" §RR407 COLUMNS §RR407,1 Wood column protection. Wood columns shall be protected against decay as set forth in §RR323, §RR407.2 Steel column protection. All surfaces (inside and outside) of steel columns shall be given a shop coat of rust -inhibitive paint, except for corrosion -resistant steel and steel treated with coatings to provide corrosion resistance. §RR407.3 Structural requirements. The columns shall be restrained to prevent lateral displacement at the bottom end. Wood columns shall not be less in nominal size than 4 inches by 4 inches (102 mm by 102 mm) and steel columns shall not be less than 3-inch4ameter (76 mm) standard pipe or equivalent. EXCEPTION: In Seismic Design Categories A, B and C columns no more than 48 inches (1219 mm) in height on a pier or footing are exempt from the bottom end lateral displacement requirement within underfloor areas enclosed by a continuous foundation, §RR310.1.1 Minimum opening area. All emergency escape and rescue openings shall have it minimum net clear opening of 5.7 square feet (0.530 m2). EXCEPTION: Grade floor openings shall have a minimum net clear opening of 5 square feet (0.465 m2). §RR310.1.2 Minimum opening height. The minimum net clear opening height shall be 24 inches (610 mm). §RR310.1.3 Minimum opening width. The minimum net clear opening width shall be 20 inches (508 mm). §RR310,1.4 Operational constraints, Emergency escape and rescue openings shall be operational from the inside of the room without the use of keys or tools. PLATFORM, STEPS AND RAIL TO GRADE PER CODE 3052-3 DH 2-1 3/4"xl 1/8" ML HDR 22' 0" ILI 2-2x10 HDR i O BREAKFAST 0 FAMILY ROOM 3' 0" oQ • b 9'O" CLG, NGT. � Q 9'0" GLG, HGT, M a JTVO ISLANDT 8 4„ i O PREFAB, ZERO CLEARANCE 42" ' In r WOOD BURNING FIREPLACE WITH 20" DEEP FLUSH HEARTH PER CODE (NFPA 211) PROVIDE FRESH j\ i AIR INTAKE AND GLASS DOORS Z BEARING tY - -2-I 3/4"xll 1/8" T�A LVL FLUSH01 1 b oo3,0„INSULATE: R-13 2-2x10 HDR 2' 0" 3'8"CLO. N <V U O z 2'6" POCKET 6° 0. � � O • o� ,h DINING ROOM m 4 g u o g'O" CLG, HGT, r (L 2-2x10 H r- 3050 DH 2-2x10 HDR 3050-2 DH 7' 5'h" PER CODE VERIFY SIZE ~ HDR 2-2x10 HDR 7' IV2" 7' 1'h" u� z �-Q O 2-1 3/4"x11 i/ " LVL HDR 6' z 5'0" POCKET 15 LITE ^- 0 4 M •,ar U r - 3050-3 DH - - r 0 w/ ARUR"ABOVE �' \ 2x6 C.J. 16" O.C. COVERED 'i ttt Q' ' 0 `STOOP R.R �x6 R,R,_ M � U O ! -% -STEPS AND RAIL �- b X STEP O PER CODE PER CODE VERIFY SIZE ~ HDR 2-2x10 HDR 7' IV2" 7' 1'h" u� z �-Q O 2-1 3/4"x11 i/ " LVL HDR 6' z 5'0" POCKET 15 LITE ^- 0 4 M •,ar U r - 3050-3 DH - - r ' � w/ ARUR"ABOVE �' \ 2x6 C.J. 16" O.C. COVERED 'i ttt Q' ' X: `STOOP R.R �x6 R,R,_ • 16" O,G. • I6" O,C, ! -% -STEPS AND RAIL �- b X STEP O PER CODE ' AL .-- Q 0 r. I p • LIVING ROOM LU m LL LL id j" lu OF t0 - ILL 9'O" CLG, HGT. ENGINEER: b OF h A OVE O I -N L. I • ' J I ^�`! U --- JEFFREY T. BUTLER, P.E. p m BAR BY C f inO I LL o WITH SII U = IID - ~ V I Q I� II� LU 3, 5„ 41 3'5" o N I I 14' 3, j« 2-1 3/4"xll 1/8" ML HDR � u � 2-2x10 OL 8" DIA, H154G--� COLUMN, TYP. ANCHOR PER DETAIL 5' 6" 6' 3'h" 6' 3'h" 12' T' 58' 6" 3' 5" 1 3' 9" 7, 2„ 7' 1'h" 14'7" 7' 5V2" 2, 0" . Ai •• n Z O n U 1 - 3050-3 DH - - '' 1068-30K�8-1068 ' � w/ ARUR"ABOVE �' i 2x6 C.J. 16" O.C. COVERED � ttt Q' ' X: `STOOP R.R �x6 R,R,_ • 16" O,G. • I6" O,C, ! -% -STEPS AND RAIL �- ---------------- X STEP XzU_ PER CODE 3' 5" 1 3' 9" 7, 2„ 7' 1'h" 14'7" 7' 5V2" 2, 0" . Ai •• n Z O n PAGE* 3of6 U t' lV Q- T_ X LU XzU_ .-- 0 = da LU m LL LL id lu �. ENGINEER: OF (. R (lTl > .� L. n • ' J I ^�`! JEFFREY T. BUTLER, P.E. f inO LL o U ILI ~ V I Q LU a � u � OL Q - N O O � � m PAGE* 3of6 TOP OF PLATE 0 io Simpbon Strong-Tta L55U28 TOP OF SUBFLOOR— TOP OF CEILING —� - — WOOD STOOP STEPS AND RAS PER CODE TOP OF SUBFLOOR —y - — TOP OF FOUNDATION TOP OF FOOTING 2x4 C.T. • 16" O,C, LOCATED IN UPPER I/3RD OF ATTIC PER 3,2,5,1 OF 2001 WFGM 1'O" OH CONT. VENTED VINYL SOFFIT l PITCH GRADE AWAY FROM FOUNDATION 41 D, ATTIC 2-2x6 GWB CONT, RIDGE VENT 12 R-38 INSULATION 2x12 RIDGE 2x10 RAFTERS 1/2' COX SHEATHING 150 FELT ASPHALT ROOF SHINGLES CONT RIDGE VENT ROOF VENTILATION 1:300 OF THE INSULATED CEILING AREA UNIFORMLY DISTRIBUTED SAVE PROTECTION TO EXTEND FROM THE EDGE OF THE ROOF, 36" UP THE SLOPE BUT NOT LE66 THAN 12" BEYOND THE INTERIOR FACE OF THE EXTERIOR WALL BAFFLE AS REQUIRED FOR ROOF VENTILATION NOTE: PROVIDE SIMPSON LSSU28 J016T HANGERS AT EACH RAFTER/ CEILING J015T CONNECTION, ®® AGWB WA D WALLS AND CEILNG BEDROOM N4 BATH - 3/4" SUBFLOOR 11 tj 1/2' GWB R-21 INSULATION LIVING ROOM 2-13/4" X 11 1/8" M,L. WITH 3 1/2" STEEL COL ON P.G. FTG, FAMILY ROOM 3/4" SU13FLOOR R-30 INSULATION SECTION A -A CELLAR 4" SLAB 1/2" GWB 2X4 STUDS R-15 INSULATION 1/2" CDX SHEATHING TYVEK HOUSEWRAP CEDAR SIDING STAIR AND RAIL k PER CODE OPENING PROTECTION BY WOOD STRUCTURAL PANELS PERSUANT TO 1609,1,4, SEE FASTENING SCHEDULE ON DETAIL SHEET IN THIS SET SEE DETAIL 6HEET FOR HIGH WIND CONNECTION REQUIREMENT$ CONTRACTORS OPTION: INSTALL STRAPPING ON OUTSIDE OF SHEATHING 47 m O cr1 '^ u %' d Z LL O lL X ` ;; 2-2x6 ACQ SILL ` 5/6" ANCHOR BOLTS 0 36' O,C. i.. SILL SEAL ti TERMITE SHIELD ENGINEER: F l--VvAEy' 8" GONG, FOUNDATION 6s i_ .. �✓ ``� \li`�- 73,9 lb ��. 8"x16" GONG, FTG, '. JEFFREY T. BUTLER, P.E. (36" MIN, BELOW FINISHED GRADE) k DAMPROOF BELOW GRADE F M Q SEE DETAIL SHEET FOR u- O ANCHOR BOLT SPACING N I b 0 :r SECOND FLOOR FLAN LIVING AREA = 1,510 SQ,FT. SMOKE DETECTOR INTERCONNECT PER CODE e CARBON MONOXIDE DETECTOR ONE PER FLOOR 2' 10" 8' 0" 24' 2" 13'4" 2'10" 60' 6" if 0" 3050 DH 240 HDR 3050 DH 2-2x10 HDR BEDROOM •2 �j 8'O" CLG, HGT. u � 00 34' 4" 7' t" `' BATH 4 x(21 TEMP I HDR 13'0" 8'O" CLG, HGT, ;p TEMP 2'10" 1 2'0" 3050 DH3050 DH Y \ 8 D o 1 Go ,I 1 IQY,C) a • LG. HG CLG, 2-2x10 HDR 19'6" 2-2x10 HDR 4-0- • 13' 0" 2' 0" 5'0" 7' 0" < 5' 0" x la O _p 6 WALL 2-2x10 HDR ; 0 0 MASTER BEDROOM • 2' o"~,/2' 4' w- 2' M N 8'O" CLG, HGT, a �, 2 6 BEARING WALL 2'4" POCKET 2-2x10 r U c LL TECO CTIONSH -- _ _ 4 �C -- - - --------- - - �^ ,rtCCEBS BEARING WALL 3-2x8 FLUSH CONEGt10NS - - 2x12 RIDGE_ BEARING WALL 214" 2-I 3/4"x11 l/ 'LVL UPSET o 3-2x4 }2x4�� - - ---- — _ iv CLO, i' 11" 5' 0" POST POST 10' 6" -2x1 DR SHOWS TS' GLO. 3-2x4 POST 6' p" _� 2x12 RIDGE ' Q N POST OPS TO 0 2-2x10 HDR JHC BELOW _ N 1 4NA BEDROOM 04 : U U 3' U" 8'O" CLG, NGT, O O O O BEDROOM •3 I :c CUSTOM INTERIOR WHIRLPOOL. ^6 c Q 8'O" CLG, NGT. i `9 CASEMENT WINDOW TUB ;, a , \ • • • VERIFY M ��� I� a i SIZE ® c v 1p o O V 0 0 49 M 13'0" T 0" `� 3' 0" 11' 11" 14' 3" i ♦ � _o •� 2x8 , • 16" O,C, I 2x8 R,R. • 16" O,C, \ it \.J LV%R.ROPEN TO BELOW 2-2x10 HDR 2-2x1 NDR '_ _ 2-I 3/4"x11 V8" LVL UPSET 2-2x10 HDR 2-2x10Tin HDR 3050 DH 3050 DH4� --r— 2-2x10 HDR 30�50�DH 3050 DH 0 j J 0 t6 z O n i7 U m O cr1 '^ u %' d Z LL O lL X ` 04 w m IL IL ENGINEER: F l--VvAEy' Uj 44�• r; fj• s 1 6s i_ .. �✓ ``� \li`�- 73,9 lb ��. JEFFREY T. BUTLER, P.E. p9 k F M Q u- O °a U o � I z Lu w a Q = V PAGE: Q of �o J O O '^ O ` LL O A PAGE: Q of �o H/2 BUT NEED EXCEED 15 FT, OF FOOTING 16d NAIL AT 24" 11 11 3 BUT NEED NOT H It EXCEED 40 FT. MAX. I Sd NAIL AT to O. FOUNDATION CLEARANCE FROM 6L O10ES FIGURE 8403,1,11 TOF BORED HOLE MA) DIAMETER box OF STUD DEPTH 5/8" MIN. TO EDGE NOTCH MUST NOT 40% OF STUD DEF BORED HOLES SH BE LOCATED IN TI GROSS SECTION C NOTCH IN STUD FLOOR BRACING AT END E3AYS (WFCM FIGURE 3.rob) EXTERIOR OR BEARING WALL STUD NOTCH GRE 50% OF THE 5/8" MIN. TO EDGE TOP I (ALL PANEL EDG BARD OD STRUCTURAL PANEL TALLED IN ACCORDANCE H NAILING SCHEDULE 1BLE 3.1, WCFM NIGH WIND EDITION) NAIL AT 12" O.G. ON ALL FRAMING MEMBERS NOT AT PANEL EDGES (a) OUTSIDE CORNER DETAIL. Sd NAIL AT 6" O.G. (ALL PANEL EDGES) vCG11M In7ARD L- WOOD STRUCTURAL PANEL INSTALLED IN ACCORDANCE 16d NAIL AT 24" O.G. WITH NAILING SCHEDULE (TABLE 3.1, WCFM HIGH WIND EDITION) Bd NAIL AT 6" o.c. ON ALL FRAMING MEMBERS AT PANEL EDGES AND 12" O.C. ON ALL FRAMING MEMBERS NOT AT PANEL EDGES (b) INSIDE CORNER DETAIL. EXTERIOR CORNER FRAMING 16 GAGE (0.054") AND 1.5" WIDE METAL TIE ACROSS AND TO EACH SIDE OF THE: NOTCH WITH 6-16d NAILS EACH SIDE TOS' FL ATE FRAMING TO ACCOMMODATE PIPING NOTCHING AND BORED HOLE LIMITATIONS FOR INTERIOR NON5EARING WALLS (W =CM 2001 See; HIGH WIND EDITION) TOP BORED HOLE MAX DIAMETER 40% OF STUD DEPTH 5/8" MIN. TO EDGE NOTCH MUST NOT EE 25% OF STUD DEPTI NOTCHES SHALL H( LOCATED IN MIDOL OF STUD LENGTH BORED HOLES 814,1 BE LOCATED IN TA CROSS SECTION Of NOTCH IN STUD STUD 5/8" MIN, TO EDGE IS BETWEEN 4cm AND 60% > DEPTH, THEN STUD MUST BE E AND NO MORE THAN TWO SIVE STUDS ARE DOUBLED I BORED NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS (WFC:M 200155C HIGH WIND EDITION) RAFTERS AND CEILING JOISTS OR APPROVED ROOF TRUSS TOP PLATE � SECOND STORY JOIST IS PERMITTED TO 0 n BE CUT OR NOTCHED FLOOR JOIST- BETWEEN THESE LIMITS SEE DRILLING AND BOTTOM PLATE NOTCHING PROVISIONS WFCM SECTION 3.3.1.1.1 1/3 SPAN 1/� 3 SF TUD TO f I O1 T HEADER OR FLOOf FOR BLOCKING BAND JOIST AND BRIDGING TOP PLATE OR BLOCKING SEE WFGM SECTION 3.3 ca cYl BEARING 0 WALL lu N O LAP JOIST 3 IN. MIN. BOTTOM PLATE BAND JOIST HEADER To STUDS t ,-' 1-�-1 OR BLOCKING ENGINEER: JOIST SILL PLATE % FULL LEN CRAWL SPACE SUBFLOOR OR BASEMENT HEADER STUDS ° • FOUNDATION • 5d COOLER NAILS AT �O" OX 2"x4" BLOCK NAILED TO EAC BRACE WITH 4-I0d NAILS GYPSUM BOARD 5d COOLER NAILS AT "I" O.C. TOP PLATE - SEE DRILLING AND NOTCHING PROVISIONS 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. FOR PANEL SPANS: 0 < 4'0 WIDE SPAN 23/32" APA SPAN -RATED 48/24 SHEATHING GRA (OVERLAP AROUND OPENINGS 4") ASSEMBLY: ATTACHING STRUCTURAL PANEL: FASTEN TO #10x3" (w/ WASHERS) GALVINIZED OR STAINLE WOOD SCREW @ 16" O.C. ALTERNATIVE FASTNER FOR SHUTTER TO BUI X10 TEE NUTS ATTACHED TO BLDG. w/ #10x1-1 MACHINE BOLT @ 12" O.C. 2x4 CONTINUOUS LATERAL BRACE AT 6' O.C. TRUSS OR CEILING JOIST /2-10d NAILS GABLE END TRUSS —7 10-8d NAILS 20 GAUGE STRAP 10-8d NAILS ENDWALL STUD; SABLE ENDWALL. BRACING (WFCM FIGURE 3.1a) WALL STUD - SEE DRILLING AND NOTCHING PROVISIONS WFCM SECTION 3.4.1.1.1 JOIST ENDS TO BEE BLOCKED AGAINST ROTATION IN ACCORDANCE WITH WFGM 3.3.1.3 -END RESTRAINT AND 3.3.1.4 BRIDGING PLATFORM FRAMING INTERMEDIATE BEARING WALL TYPICAL WALL., FLOOR AND ROOF FRAMING ROOF FRAMING DOUBLE TOP PLATE 7 1 0 n IK R PPLE 6TUD5 P o�n TUD TO f HEADER OR FLOOf x DEPENDIr 3 ca cYl 0 lu N O DETAILS ( U - HEADER To STUDS t ,-' 1-�-1 ENGINEER: % FULL LEN JEFFREY T. BUTLER, P.E. O HEADER STUDS ° WALL STL u O 1 11 11 1 0z wNUJ i Nbi UPLft U 0 F- � � U R1r UIRQ ; µ0 d F Y i LL II II II II U � o 1-1-11. Il .11 101 Att- SHUTTER ASSEMBLY N.T.S. FOR PANEL SPANS: 4' OR WIDER SPAN 23/32" APA SPAN -RATED 48/24 SHEATPIN (OVERLAP AROUND OPENINGS 4") 2x4 STRONG -BACKS * 24" OC ASSEMBLY: 1). PREASSEMBLE PLYWOOD TO 2x4'6: STAINLESS STEEL WOOD SCREW o 12" O.< 2). ATTACHING STRUCTURAL PANEL: FAB' 010x3" (w/ WASHERS) GALVINIZED OR WOOD SCREW c 16" O.G. ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: 010 TEE NUTS ATTACHED TO BLDG. w/ •:Oxt-1/2 ( W/ WASHERS) MACHINE BOLT 0 12" O.G. :AFTER CONNECTION Z TO FLOOR CONNECTION G ON CONDITION, SEE IN SHEET i OF 7 THIS SET 9TH DS 5d NAIL AT 4" O.C. 12" MAX. i~—NAILS BASED ON SHEAR WALL REQUIREMENTS NO CEILING DIAPHRAGM )rON CENTER 2x BLOCKING DION SHEATHING JOINT REQUIRED 15/32 WOOD STRUCTURAL PANELS GABLE FACE AND ON WALL BELOW BASED ON SHEARWALL REQUIREMENTS GABLE ENDWALL, BALLOON FRAMING PREFERRED METHOD WALL 411 WALL 411 411 211 E 11 1 -QOQ TUB I , 21" CLEARANCE NOTE: UPLIFT CONNECTION IS REQUIRED AT EACH END OF HEADER AND AT BOTTOM OF HEADER STUDS IN ADDITION TO CONNECTORS AT WALL STUDS AND AT TOP AND BOTTOM OF CRIPPLES �-/FOUNDATION HEADER TO STUDS: USE LSTA 18 W/14 IOd NAILS STUD TO PLATE/FOUNDATION: (OPENINGS LESS THAN 6 FEET): USE DSP W/8 10d NAILS IN STUD AND 4 IOd NAILS IN PLATE (OPENINGS GREATER THAN 6 FEET): ADD PHD5 AT KING STUDS (2 TOTAL), INSTALL PER DETAIL SHEET 7 TYPICAL FRAMING AND UPLIFT CONNECTIONS FOR OPENINGS LAVATORIES WATER CLOSET OR B' 24" CLEARANCE IN FRONT OF OPENING SHOWER 21" CLEARANCE 2111 CLEARANCE TUB I I# WATER CLOSETS I FIGURE 8301,2 MINIMUM 1=IXTUi�E CL.E,4i�,�NCES 0 n IK P o�n N• x tu 0 3 ca cYl 0 lu N O U - t ,-' 1-�-1 ENGINEER: % JEFFREY T. BUTLER, P.E. O O ° O Ul � u O 0z wNUJ U 0 F- � � U µ0 d F Y i LL U � o PAGE* 120 MILE PER HOUR ZONE - NAILING SCHEDULE (TABLE 3.1, WFCM HIGH WIND EDITION) JOiNT DESCRIPTION NUMBER OF NAiLS NAIL SPACING ROOF FRAMING RAFTER TO TOP PLATE (TOE -NAILED) 4-Sd PER RAFTER CEILING JOIST TO TOP PLATE (TOE -NAILED) 4-8d PER JOIST CEILING JOIST TO PARALLEL RAFTER (FACE -NAILED) S -16d EACH LAP CEILING JOIST LAPS OVER PARTITIONS (FACE -NAILED) S -16d EACH LAP COLLAR TIE TO RAFTER (FACE -NAILED) 6-8d PER TIE BLOCKING TO RAFTER (TOE -NAILED) 2-6d EACH END RIM BOARD TO RAFTER (END -NAILED) 2-I6d EACH END WALL FRAMING TOP PLATE TO TOP PLATE (FACE -NAILED) 2-I6d (SEE NOTE 1) PER FOOT TOP PLATES AT INTERSECTIONS (FACE -NAILED) 4-19?d JOINTS - EACH SIDE STUD TO STUD (FACE -NAILED) 2-I6d 24" O.G. HEADER TO HEADER (FACE -NAILED) I6d 16" O,C. ALONG EDGES TOP OR BOTTOM PLATE TO STUD (END -NAILED) 2-I6d 3-I6d 4-16d PER 2x4 STUD PER 2x6 STUD PER 2x8 STUD BOTTOM PLATE TO FLOOR JOIST;,�ANDJOIST, ENDJOIST OR BLOCKING (FACE -NAILED) 2-I6d (SEE NOTE 1,2) PER FOOT FLOOR FRAMING JOIST TO SILL, TOP PLATE OR GIRDER ;HOE -NAILED) 4-5d PER JOIST BRIDGING TO JOIST (TOE -NAILED)'( '. Design Criteria -Section R301.2.1.1 (See Table R301.2.1.2 for Wind-Bome Debris Protection 2-8d EACH END BLOCKING t0 JOIST (TOE-NA;LQ I' ;IP; Ii 611;1,1 I 2-6d EACH END BLOCKING TO SILL OR TOP'P ',(TOit NAILED) ! ! ! 3-1601 EACH BLOCK LEDGER STRiP TO BEAM (FACE-441LD) EACH JOIST JOIST ON LEDGER TO BEAM, (TOE"k41 " 3 -ad PER JOIST BAND JOiST TO JOIST (END-NAILI`D)'',I; I '; 3-i6d I(i (PER JOIST BAND JOIST TO SILL OR TOP PLATE '(T'OE-NAILED) 2-I6d (SEE NOTE U PER FOOT RooF SHEATHING STRUCTURAL PANELS 8d SEE TABLE 3.11 THIS SHEET DIAGONAL BOARD SHEATHING I 161x6" OR I61x8" 1"xl0" OR WIDER 2-6d 3-8d PER SUPPORT PER SUPPORT CEILING SHEATHING GYPSUM WALLBOARD 5d COOLERS "1" EDGE / to" FIELD WALL SHEATHING STRUCTURAL PANELS Bd SEE TABLE 3.11 THIS SHEET FiREBOARD PANELS -7/16" bd 25/32" ad 3" EDGE / 6" FIELD 3" EDGE / 6" FIELD GYPSUM WALLBOARD 5d COOLERS l" EDGE / lo" FIELD HARDBOARD 6d SEE TABLE 3.11 THIS SHEET PARTICLEBOARD PANELS ad SEE TABLE 3.11 THIS SHEET DIAGONAL BOARD SHEATHING 161x6" OR 161x8" 2-8d 1"x10" OR WIDER 3-Sd PER SUPPORT PER SUPPORT FLOOR SHEATHING STRUCTURAL PANELS 1" OR LESS GREATER THAN I" ed loci 6" EDGE / 12" FIELD 6" EDGE / 6" FIELD DIAGONAL BOARD SHEATHING 161x6" OR I61x8" 1 ux10 n OR WIDER 2-Sd 3-Sd PER SUPPORT PER SUPPORT 1. NAILING REQUIREMENTS ARE BASED ON WALL SFIEATHING NAILED 6" ON -CENTER AT THE PANEL EDGE. IF WALL SHEATHING IS NAILED 3" ON -CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING R:EQl11REMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH. 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL 13E PERMITTED TO BE REDUCED TO 1-I6d NAIL PER FOOT. (TABLE 3.11 WFCM HIGH WIND EDITION) WALL SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS (110 MPH 3 -SECOND GUST • S0 MPH FASTEST -MILE WIND SPEED PER TABLE R3 -1.2,1.3D E ■ NAIL SPACING AT PANEL EDGES (IN.) F ■ NAiL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN,) I. FOR WALL SHEATHING WITHIN 4 FEET ,OF THE CORNERS, THE 4 FOOT EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. 2. TABULATED 12 INCH O.G. NAIL SPACING ASSUMES SHEATHING ATTACHED TO STUD FRAMING MEMBERS WITH G20,49, FOR FRAMING MEMBERS WITH 0.421GSQ.49, THE NAIL 'SPACINGS SHALL BE REDUCED TO 6 INCHES O.G. 3. FOR EXTERIOR PANEL SIDING, GALVANIZED BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED FOR COMMON NAILS. (TABLE 3.28 WFCM HiGH WIND EDITION -2001) SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING LATERAL 4 SHEAR LOADS GENERAL NOTES: STRUCTURAL SHEATHING MAXIMUM NAiL SPACING SHEATHING LOCATION STUD SPACING OR PANEL SIDING FOR ad COMMON NAILS (SEE NOTE v (INCHES, a.c.) (SEE NOTE 3) (INCHES, O.G.) LATERAL AND SHEAR LOADS 1-3 STORY E 6 4' EDGE ZONE 16 F 12 IEEE NOTE 2) STUD SPACING STRUCTURAL SHEATHING MAXIMUM NAIL SPACING INTERIOR ZONE 12 The American Institute of Architects Conditions shall apply F E ■ NAIL SPACING AT PANEL EDGES (IN.) F ■ NAiL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN,) I. FOR WALL SHEATHING WITHIN 4 FEET ,OF THE CORNERS, THE 4 FOOT EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. 2. TABULATED 12 INCH O.G. NAIL SPACING ASSUMES SHEATHING ATTACHED TO STUD FRAMING MEMBERS WITH G20,49, FOR FRAMING MEMBERS WITH 0.421GSQ.49, THE NAIL 'SPACINGS SHALL BE REDUCED TO 6 INCHES O.G. 3. FOR EXTERIOR PANEL SIDING, GALVANIZED BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED FOR COMMON NAILS. (TABLE 3.28 WFCM HiGH WIND EDITION -2001) SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING LATERAL 4 SHEAR LOADS NOTE: MAX 12" FROM EACH CORNER AND EACH SPLICE, PROVIDE BEARING PLATE BY SIMPSON, SEE DETAIL The design of this structure is based upon the prescriptive approach using the GENERAL NOTES: MAXIMUM ANCHOR MAXIMUM ANCHORBOLT BOTTOM PLATE TO FOUNDATION FOUNDATION SPACING (IN.) BOLT SPACING (IN.) CONNECTION RESISTING SUPPORTING(1/2" ANCHOR BOLTS) (5/8" ANCHOR BOLTS) LATERAL AND SHEAR LOADS 1-3 STORY 30 45 NOTE: MAX 12" FROM EACH CORNER AND EACH SPLICE, PROVIDE BEARING PLATE BY SIMPSON, SEE DETAIL The design of this structure is based upon the prescriptive approach using the GENERAL NOTES: 41 (TABLE 3.10 WFCM HIGH WIND EDITION) 5 to Il- Wood Frame Construction Manual, High Wind Edition (WFCM) published by The American Forest 1. All work shall be performed in accordance with all state, ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS and Paper Association. (2001) municipal, local zoning and building codes and ordinances (110 MPH 3-SECON0 GUST ■ SO MPH FASTEST -MILE WiND SPEED [PER TABLE R3 -1.2,1.3D O Non-structural elements are based upon The New York State Residential Code- 2010 Edition having jurisdiction and best standards of construction D D c •. For the Climatic and Geographical Design Criteria, see Table R301.2(1) on cover sheet. practice. SHEATHING LOCATION STUD SPACING STRUCTURAL SHEATHING MAXIMUM NAIL SPACING All non -engineered lumber to be Douglas Fir #2 or better The American Institute of Architects Conditions shall apply OR PANEL -SIDING= FOR Sd COMMON NAILS ° D D4 o • ° Wind Limitations -Section R301.2.1 to all work performed on this project. CONNECTIONS (SEE NOTE U (INCHES, O.C.) (SEE NOTE •3) (INCHES, O.C.) ' Design Criteria -Section R301.2.1.1 (See Table R301.2.1.2 for Wind-Bome Debris Protection 2. The Contractor shall verify all conditions at the site. Any IL LL W A 6161) Fastening Schedule For Wood Structural Panels) discrepancies must be brought to the attention of the Engineer E 6 ' Dead Load -Section R301.4 prior to commencement of construction. The Contractor shall be 4' PERIMETER EDGE zoNr= 16 • Live Load-Sectlon R301.5 responsible for corrections not reported once he has started work F 6 Light and Ventilation -Section R303 except for hidden job conditions. E 6 Minimum Room Areas -Section R304 3. Contractor shall guarantee to the Owner that all materials and INTERIOR ZONE 16 Ceiling Height -Section R305 equipment Incorporated In the work will be new, and that all work p 12 (SEE NOTE 2) Sanitation -Section R306 will be of good quality, free from faults and defects for a period Toilet Bath and Shower Spaces -Section R307 of one year from the date of the final Certificate of Occupancy. E 4 Glazing-Sectlon R308 4. The Engineer shell not be responsible for the construction means, GABLE ENDWALL RAKE AND RAKE TRUSS Garages and Carports-Sectlon R309 methods, techniques, sequences or procedures, or for the safety F 4 Emergency Escape and Rescue Openings -Section R310 precautions and programs in connection with the work, and he E . NAIL SPACING AT PANEL EDGES (IN.) •' Exits -Section R311 shall not be responsible for the contractors fall ure to carry out Stairways -Section R311.5 the work In accordance with the construction documents. The F " NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (iN.) Handralls-Section R311.5.6 Engineer shall not be responsible for the acts or omissions by • . Guards -Section R312 the contractor. No changes shall be made In the documents 1. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH ' • Smoke Alarms -Section R313 and/or the building to designed without the expressed written SIDE OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ,ATTACHMENT REQUIREMENTS SMALL BE USED, � Foam Plastic -Section R314 consent of the Engineer. 81m eon 8tron Tle p g Flame Spread and Smoke -Section R315 5. The contractor End all subcontractors shall maintain continuous 2. TABULATED 12 INCH O.C. NAiL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING •, Insulation -Section R316 Insurance coverage Including statutory policies (Worker MEMBERS WITH G30.45. FOR FRAMING MEMBERS WITH 0.42LGr0.49, THE NAIL SPACINGS SHALL BE ' • MT830C OR CS16 14" Dwelling Unit Separation -Section R317 Moisture Vapor Retarders -Section R318 Compensation, etc.) and general liability in an mount not less that $5 million and automobile liability and damage REDUCED TO 6 INCHES O.C. •' COILED STRAP Protection Against Decay -Section R319 coverage not less than $2 million. The Engineer shall be •v AT EACH ROOF RAFTER Protection Against Termites -Section R320 9 a named insured on an and all policies. y p 3, TABULATED b INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/tRUSS FRAMING USE 8-I6d NAILS AT Site Address -Section R321 6. Provide copper termite shields over fibrous MEMBERS WITH G30.49, FOR FRAMING MEMBERS WITH 0,42CGI'0.4% THE NAIL SPACINGS SHALL BE Accessibility -Section R322 Insulation at all perimeter sills. REDUCED TO 4 INCHES O.G. EACH END 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. 8. A detector device be installed 4, TABULATED 4 INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED t0 RAFTER/TRUSS FRAMING I -}- RAFTER STUD STUD O ROOF single station smoke alarm shall MEMBERS WITH G30.4S. FOR FRAMING MEMBERS WITH 0.42ZGZO.49, THE NAIL SPACINGS SHALL BE I Foundations -Chapter 4 in each bedroom, on all floors and shall be all interconnected per code. REDUCED TO 3 INCHES O.C. Design based upon presumptive load bearing values of sandy gravel and/or gravel at 3000 pounds 9. All bathrooms without operable windows to be mechanlcally ventilated CONNECTION per square foot. Contractor to consult Engineer If different soil materials are found upon excavation, as per New York State Code. Simpson Strong -Tie or test hole, for alternative footing and foundation wall design. 10. Heating to be designed to provide 70 degrees F. with outdoor CS16 144"COILED STRAP - designed air -temperature of 0 degrees F. and 15 MPH wind. Foundation Notes: 11. All electrical work to be In accordance to the rules and 16" O.C. USE 4-8d NAILS 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 AT EACH STUD, WRAP 8" poured concrete foundation wall, 8'0" high, 3000* test to be presented to the Owner at the completion of the job. UNDER SILL PLATE Minimum depth -Section 403.1.4, 48" minimum coverage to top of footing 12. Plumbing Installation to comply with State and Local codes 16" x 8' poured concrete wall footings, 3000## test and the sewage disposal system to meet Health Department standards. MIN OVERLAP IS 12" 2-1 %" x 117/8" Microlam Girder (or 3 %"x 117/8' Power Beam) 13. Do not scale drawings. Use figure dimensions only. ' NOTE: 4" poured concrete floor slab with 6x6xf#10 mesh and vapor barrier 14. All work to conform to the rules and regulations of the New York 00 STRAPS MAY BE ' •' Damp proofing at exterior foundation below grade -Section R406 Energy Conservation Construction Code. All glazed area to be double + • + PLACED EITHER • •' 30" x 30" x 12" deep poured concrete column footings, 3000# test glazed and all exterior doors to have insulated cores. 00 00 UNDER OR OVER • Deck and porch footings as noted, 3000{# test, 48" minimum buried depth 15. The Insulation protection as indicated on these plans exceeds • SHEATHING •• Foundation wall to extend a minimum of 8 above finished grade the Codes minimum standards. • • + _ • All footings to be carried down to undisturbed soil 16. These drawings and specifications are Instruments of service and +' ' 00 0 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 , + •' 0 Provide 3 %" steel [ally columns on any other project except by written authorization of the Engineer. + ' 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 ' anchored to the floor above, or has been sufficiently braced to prevent damage Inspections and certifications as required or requested by the owner, +' by the backfill (Section R404.1.7) contractor or local building department. + ' • • Floors-WFCM Prescriptive Method UPLIFT - CONTINUOUS PATH CONNECTORS , ' • ' • ' Floor framing shall be nailed in accordance with Table 3.1 WFCM HIGH WIND EDITION , • Draftstopping-Section R502.12 USE SIMPSON STRONG -TIE CONNECTORS + • Fireblocking-Section R502.13 FOLLOW PRODUCT SELECTION GUIDE AND ' , + ' ' INSTALLATION MANUAL FOR HIGH WIND RESISTANT 00 • ' Floor Construction: CONSTRUCTION CATALOG C-HW02 00 + ' ! - '/." OSB plywood subfloor, fasten per Table 3.1 WFCM . Floorjoists:See Foundation and Floor Plans, spacing as noted ANCHOR BOLTS iN FOUNDATION USE: Fasten per Table 3.1 WFCM SSTB28 WITH BEARING PLATE, SEE FOUNDATION 00 ' + Sim son Strong -Tie p g 2-2x6 ACQ sill with copper termite shield and sill seal NOTES FOR SPACING 00 •' C816 IV" COILED STRAP - Finish floors per agreement + , 16" O.C. USE 4-8d NAILS SILL PLATE TO RIM JOIST USE: • + 1 Wall Construction-WFCM Prescriptive Method LTP416' O.C. AT EXTERIOR PERIMETER 0 AT EACH STUD Wall framing and finishing shall be nailed and or screwed In accordance with AND GARAGEMOUSE COMMON WALLMiN ° 0 OVERLAP IS 2-i" Table 3.1 WFCM USE 4 8d NAILS AT EACH END 1x6 Pine fascia, wrap 1=LOOR 1 O LOOL� CO ISI CTIONS I� Overhangs as noted GARAGE STUD TO GARAGE SILL PLATE USE: Vinyl vented soffits SSP CONNECTOR AT 16" O.C. Aluminum gutters and leaders USE 4 8d NAILS AT EACH END t /� SILL PLATE TO RIM JOIST AND Siding:See Elevations Tyvek housewrap RIM JOIST TO STUD CONNECTION USE: RIM JOiST TO STUD CONNECTION '/2" OSB sheathing, see fastening schedule, Table 3.1 WFCM MTS 12, 16' O.C. 2x6 Studs @ 16" o.c. with 2x6 shoe and double 2x6 plate USE 4 8d NAILS AT EACH END '/Y" Gypsum wall board 5/8" Type X GWB In garage FLOOR TO FLOOR CONNECTION USE: Simpson Strong -Tie ''/s" MR GWB in wet areas MSTA 36,16" O.C.CS16 I�" COILED I/2" SPACINGS BLOCKING AT At least one window In each sleeping room shall comply with the exit requirements of section R310 USE 4 8d NAILS AT EACH END „ 0 24" O.C. ALLOWS Note drilling and notching limitations in figure R602.6(1) for bearing walls FOR CANTILEVER CONDITION USE MTS12, 16" O.C. STRAP WIN MIN 12 ALLOWS and figure R602.6(2) for non-bearing walls. USE 4 8d NAILS AT EACH END OVERLAP AT EACH HOLDDOWN HOLDDOWN Follow exterior corner framing detail figure R602.10.5 STUD INSTALLATION SIDEWALL INSTALLATION RAFTER TO STUD CONNECTION USE: Roof Assemblies - WFCM Prescriptive Method MTS 12, EACH ROOF RAFTER 41 Asphalt strip shingles shall have a minimum of six(6) fasteners per shingle (section R905.6) USE 816d NAILS AT EACH END , Undedayment application (Section R905.2.7) ENDWALL O For roof slopes of two(2) units vertical in twelve(12) units horizontal (17 -percent slope), RAFTER TO RIDGE TO RAFTER CONNECTION USE: up to four(4) units vertical in twelve(12) units horizontal (33 -percent slope), undedayment CS20 USE 8-bd NAILS IN EACH END HOLDDOWN ° shall be two(2) layers applied in the following manner. Apply a 19 -inch (483 mm) strip of AT EACH ROOF RAFTER ' (}.IDUs) ° CORNER STUD ° underlayment felt parallel with and starting at the eaves, fastened sufficiently to hold In place. ° CONNECTED TO Starting at the eave, apply 36 -inch -wide (914 mm) sheets of undedayment, overlapping DECK POST TO CONCRETE CONNECTION USE: successive sheets 19 Inches (483 mm), and fastened sufficiently to hold In place. PBS44A FOR EACH POST - USE 14 -16d NAILS ° TRANSFER SHEAR o For roof slopes of four(4) units vertical In twelve(12) units 2-i6d COMMON DECK POST TO GIRDER CONNECTION USE: ° HOLDDOWN NAILS AT 10" O.G. Ice Protection (Section R 905.2.7.1) PC44 FOR EACH POST ° (HDUS) ° Undedayment In High wind (Section R 905.2.7.2) Flashing (Section R 905.2.8) GIRDER TO DECK JOIST CONNECTION USE: ® -2-i6d COMMON ®CORNER STUD Chimney's and Firespaces-Chapter 10 Energy Efficiency -Chapter 11, see attached report MTS12 @ EACH JOISTJ�L ° NAILS AT 6" O.C, o CONNECTED TO Mechanical -Chapter 12 PORCH POST TO DECK USE: TRANSFER SHEAR General Mechanical Systems -Chapter 13 2 - AC4 - USE 14 -16d NAILS Heating and Cooling Equipment -Chapter 14 FLOOR TO FLOOR CONNECTIONS - Exhaust Systems -Chapter 15 PORCH POST TO GIRDER USE: 2 - AC4 CANTILEVER CONDITION Duct Systems -Chapter 16 USE 14 -16d NAILS Combustion Air -Chapter 17 Chimneys and Vents -Chapter 18 PORCH ROOF RAFTER TO GIRDER USE: Plumbing-PartVll MTS 12 AT EACH ROOF RAFTER Simpson Strong -tie H-2.5 CLIPS • 16" O.C. USE S -8d NAILS AT EACH STUD 1 3/4" MiNIMUM EDGE DISTANCE vI Simpson Strong -Tie U210 2x6 A,T EACH RAFTER 4-10d x 1 1/2" NOTE: ATTACH LEDGER TO FRAMING MEMBER WITH 2-1/2" X 5" LAG BOLTS AT 16" ON CENTER Simpson Strong -Tie .U210 2x6 'AT EACH CEILING JOIST 4-10d x 1 1/2" . Simpson Strong -Tie U210 2x6 AT EACH DECK/PORCH JOIST 4-10d x 1 1/2" TYPICAL PORCH/DECK LEDGER CONNECTIONS HOLD DOWN BRACKETS AT SHEAR WALL CORNERS, AND WINDOW AND DOOR OPENINGS (FLOOR TO FLOOR # FLOOR TO FOUNDATION;WFCM FIGURE 3.Sa # 3.Sb) Simpeon Strong -Tie AC4 Al E.. H i� OST RIDGE TENSION STRAP SEE PLAN Simpson Strong -Tie 6ST528 WITH BP 1 ANCHOR BOLT DETAIL 2" MINIMUM SIDECOVER C520 USE 8-8d NAiLS IN EACW END AT EACH ROOF RAFTER • • Sim son Strong -Tie PB�44 AT EACH POST FOOTING PORCH COLUMN CONNECTIONS 1LRE1Q I -.. r •� �.....�,I It. 11,- LSSU OR EQUAL RIDGE TENSION -STRAP DETAIL 0 W k ri 5 to Il- 0 0 U o W d ~ A O D D D ISD D c c �� c D D c D D c o D D f- � WALL I O D 4 ° D D4 o FOUNDATION ° a o a D a CONNECTIONS X c r ' D o A/ 1 3/4" MiNIMUM EDGE DISTANCE vI Simpson Strong -Tie U210 2x6 A,T EACH RAFTER 4-10d x 1 1/2" NOTE: ATTACH LEDGER TO FRAMING MEMBER WITH 2-1/2" X 5" LAG BOLTS AT 16" ON CENTER Simpson Strong -Tie .U210 2x6 'AT EACH CEILING JOIST 4-10d x 1 1/2" . Simpson Strong -Tie U210 2x6 AT EACH DECK/PORCH JOIST 4-10d x 1 1/2" TYPICAL PORCH/DECK LEDGER CONNECTIONS HOLD DOWN BRACKETS AT SHEAR WALL CORNERS, AND WINDOW AND DOOR OPENINGS (FLOOR TO FLOOR # FLOOR TO FOUNDATION;WFCM FIGURE 3.Sa # 3.Sb) Simpeon Strong -Tie AC4 Al E.. H i� OST RIDGE TENSION STRAP SEE PLAN Simpson Strong -Tie 6ST528 WITH BP 1 ANCHOR BOLT DETAIL 2" MINIMUM SIDECOVER C520 USE 8-8d NAiLS IN EACW END AT EACH ROOF RAFTER • • Sim son Strong -Tie PB�44 AT EACH POST FOOTING PORCH COLUMN CONNECTIONS 1LRE1Q I -.. r •� �.....�,I It. 11,- LSSU OR EQUAL RIDGE TENSION -STRAP DETAIL 0 W k NEW O`er Ir � w w �-ES-, 73h9 n��`/� JEFFREY T. BUTLER, P.E. ri 5 to Il- U� U o W d ~ A O n. 1JIr- f- � V • W -1 X z '4 U_ IF n O IL LL W A 6161) 111 H NEW O`er Ir � w w �-ES-, 73h9 n��`/� JEFFREY T. BUTLER, P.E. It PAGE0 * 6of6 ri 5 to Il- 8 o U o W d ~ A I It PAGE0 * 6of6