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Home My WebLink About35873-ZTown of Southold Annex 54375 Main Road Southold, New York 11971 CERTIFICATE OF OCCUPANCY 9/29/2011 No: 35247 Date: 9/29/2011 Location of Property: SCTM #: 473889 Subdivision: THIS CERTIFIES that the building RESIDENTIAL NEW CONSTRUCTION 300 HAMILTON AVE CUTCHOGUE, Sec/Block/Lot: 110.-4-12.2 Filed Map No. conforms substantially to the Application for Building Permit heretofore Lot No. filed in this officed dated 8/17/2010 pursuant to which Building Permit No. 35873 dated 9/16/2010 was issued, and conforms to all of the requirements of the applicable provisions of thc law. The occupancy for which this certificate is issued is: modular one family dwelling with unfinished basement, front covered porch, rear deck and attached two car garage as applied for. The certificate is issued to Grathwohl, Glen & Williams, Nancy (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 9/8/11 7/22/11 R10-08-0084 35873 9/12/11 P~& Heating Au~,~izad ~tur~ FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 35873 Z Date SEPTEMBER 16, 2010 Permission is hereby granted to: GLEN GRATHWOHL 300 HAMILTON AVE CUTCHOGUE,NY 11935 for : CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING (MODULAR) WITH ATTACHED GARAGE & COVERED FRONT PORCH AS APPLIED FOR at premises located at County Tax Map No. 473889 Section 110 pursuant to application dated AUGUST Building Inspector to expire on MARCH 300 HAMILTON AVE CUTCHOGUE Block 0004 Lot No. 012.002 17, 2010 and approved by the 16, 2012. Fee $ 1,792.80 Authorized Signature ORIGINAL Rev. 5/8/02 Form No. 6 TO~ OF BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF occUPANcy This' application must be filled in by typewriter or ink and submitted to the Building Department with the following: For new building or new use: 1. Final surwy 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. Appwval of electrical installation from Board 0f Fire Underwritera. 4. Sw. ora statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commemial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance'from architect or engineer responsible for the building~ .6. Subrait Planuing Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) fion-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 o~mpleted 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. Certificaie of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimmii4g pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00'. 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. ?/~'~ ~}//'/ New Construction: X,~ Old or Pre-existing Building: Location of Property: ~'~ ~) ~) HouseS No. Street owner or Ownem of Property: ~ Suffolk Copnty Tax Map No 1000, Section Subdivisi°n PetmitNo. 3~'¢~) ~, DateofP~,ff,;t. S~lth D~pt. Approval: '~f '~ ~ (check one) Filed Map. Lot: Applicant:. Underwriter~ Approval: Planning Board Approval: Request for: Temporary Certificate Certificate:~ /~(chec _k.,one) ~ Final' Ap~gnaturc Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 119714)959 Telephone (631) 765- 1802 Fax (63 l) 765-9502 ro.qer, richert~town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION ssued To: Glen&Nancy Grathwohl ~ddress: 300 Hamilton Ave City: Cutchogue St: NY Zip: 11935 3uilding Permit #: 35873 Section: 110 Block: 4 Lot: 12.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE 2ontractor: home owner DBA: License No: SITE DETAILS Office Use Only Residential I~ Ind°°r I~ Basement I~ Service Only [~] Corn medcal Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 3 ph Hot Water GFCI Recpt Main Panel NC Condenser Single Recpt Sub Panel NC Blower Range Recpt Transformer Appliances Dryer Recpt Disconnect Switches Twist Lock Other Equipment: Ceiling Fixtures r~l~] HID Fixtures Wall Fixtures I I Smoke Detectors Recessed Fixtures [ 81 CO Detectors F~uorescent Fixtur~ Pumps Emergency Fixture Time Clocks Exit Fixtures [~l TVSS modular house, NY State approval #NY-19-51404, mf[l-Munc¥ Homes 200a underground service, 2 nd floor and basement, 3 paddle fans, 1 GFCI circuit breaker, gen-tran, transfer switch Notes: Inspector Signature: Date: Sept 12 2011 81-Cert Electrical Compliance Form Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631 ) 76571802 Fax (63 I) 765-9502 BUILDING DEPARTMENT TOWN OF SOIJTHOI'.r} CERTIFICATION Building Permit No. Owner: ~ (Please print) P lumber: (Please print) lead. I certify that the solder used in the water supply system contains less than 2/10 of 1% i~'-(e ;Mmb e~ ~ ig~na~;) Sworn to before me this dayof _~Ce~pea, 20 // Notary Public, County TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 //INSPECTION [//] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL FIREPLACE & CHIMNEY [ I ~flE SAFETY mNSFECTK)N ] flREREmTANTC~NSTRUCnON [ ]flRERES~TANTFENETR~TWN REMARKS: __~~-- DATE INSPECTOR~ ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FO~JNDATION 1ST [ ] ROUGH PLBG. [i,,,],'FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SA~.-. ~' INSPECTION REMARKS: ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FIREPLACE & CHIMNEY [ REMARKS: DATE ~ ~'TJ // INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FO/~fl)ATION 1ST [ ]ROUGH PLBG. ]~UNDATION 2ND [ ]INSULATION FRAMING / STRAPPING [ ]FINAL [ ] FIREPLACE & CHIMNEY [ ] fiRE SAFETY INSPECTt(~ [ ]FIRERESiSl'ANTCONS~ ( ]FIRERESlSl'ANTPENETRATK)N DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION FRAMING / STRAPPING [ ] FINAL FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION mE .~STANTCONSTR~ I I .RE R~STANT ~.rrRAT~O. ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: INSPECTO~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC?U)N [ ] FOUNDATION 1ST [ ,"]'ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAr.','I' INSPECTK)N REMARKS: DATE INSPECTORr~~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE ~INSPECTOR~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO~'I PLBG. [ ] FOUNDATION 2ND [ ~]~i~U_LATION [ ~ FINAL FRAMING / STRAPPING FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION FIRE RESISTAN'r CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRI~L (ROUGH) [ ] ELECTRICAL (FINAL) REMARK .'~ ^~ ' ' t . _~ DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION FRAMING/STRAPPING [~FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION[ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REI~ARKS: ~_ ~ DATE /~/~?///// INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION ~] FIRE RESISTANT PENL~RATION [ ] ELECTRICAL (ROUGH) [~ ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR~~ STEPHEN ROSSETTI ARCHITECT ~ TURTLE COVE DRIVE SOUTHAMPTON, NY TELEPHONE: 631-2~%5352 February l5,2011 Re: Grathwohl Residence Hamilton Ave. Cutchogue, N.Y. Permit # 35873 Eastern Concrete The foundation plan shows two 8x16 piers on fxont and rear walls. One pier was installed. This problem has been corrected with thc following solution. Constructing two additional 8x16 piers on l~ont and rear walls centered with 1/a" diameter anchor bolts drilled into existing wall 8" o.c. at an angle to a depth of 8"and 3-vertical 4/4 rebar's. Note: Piers do not prevent shrinkage or settlement cracks. Sincerely, Stephen Rossetti, Architect FEB 16 2011 BLDG. DEPI. TOWN OF SOUTHOLB TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL · SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net PERMIT NO. Examined ~/[q, 20 [ Approved /~,20 f~ Disapproved a/c Expiration 3P~, 20 / ?573 BUILDING PEI~MIT APPLICATION CHECKLIST Do you,hJave or need the following, before applying'? '"Board of Health 4 sets of Building Plans IPlanning Board approval Survey j Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm-Water Assessment Form Contact: Mail to: Phone: APPLICATION FOR BUILDING PERMIT Date ,20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolitio~ as herein described~. T!~e applicant agrees to comply with all applicable laws, ordinances, building code, housil:~g code, andffegulations, a~miL authorized inspectors on premises and in building for necessary inspections. ~~ (Signat~~, if a corporation) (Mailing address of applicanty State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises ~tc~ ~ 6 cow ~ t.~boV,, C, (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. ~¢epex~e Plumbers License No. Electricians License No. Other Trade's License No. '7 FU/o Location of land on which proposed work will be done: 303 House Number Street Hamlet County Tax Map No. 1000 Section / \ C) Block Oq Subdivision ~afl c£~"fied'I ,='( [~a~o. Jro~e fto,.l~q, ~:,..to Filed Map No. ,5',_:3 ~1 Lot /o). o~ Lot o77- cq~' 2. State existing use and occupancy of premises and intended use and occupancy ofproposdd construction: a. Existing use and occupancy b. [ntended use and occupancy 6'~¢*,~\¢- Nature of work (check which applicable): New Building_ Repair Removal Demolition Estimated Cost If dwelling, number of dwelling units If garage, number of cars ;~ If business, commercial or mixed occ Addition Alteration Other Work ...., (Description) Fee Dimensions of existing structures, if any: Front Height Number of Stories ! (To be paid on filing this application) \ t,...Nl~.n~b~6~f dweilil~g units on each floor pancy, sp~,eci,fy nature ,and exten{ of each type of use. Rear _Depth Dimensions of same structure with alterations or additions: Front 10. Date of Purchase Depth Height Dimensions of entire new construction: Front "7 ~ Height ~-~ c~,~ ' Number of Stories Size of lot: Front \cDO' Rear \~' Number of Stories Rear _Depth '-7 ~ t Depth Name of Former Owner [5~f£Fer'o. I.-.l° Rear 11. Zone or use district in which premises are situated C~ 12. Does proposed construction violate any zoning law, ordinance or regulation? YES__ NO ~ 13. Will lot be re-graded? YES NO x//Will excess fill be removed from premises? YES V/NO__ 14. Names of Owner of premises Name of Architect ,~J-eohea Name of Contractor '['-¢'F,o j(¢~/ Address/(~ 50 ~, lie I~ ~,- E. Rw.,'Phone No. (~ Address~ ;~fle (,~e ,~,4,~ob,, Phone No d>,:~i- Address ~q I4,,,-r,s,o,4~ ,5~, ~hone No. c~8'8 - 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet ora tidal wetland? * YES__ NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. NO W" 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at I 0 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES__ · IF YES, PROVIDE A COPY. NO STATE OF NEW YORK) COUNTY OFSJ~:o [k S)S: (~,~ ~C'o.'-~'..~k'x~ being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the 0~..~ ~.3~_~,. (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are tree to the best of his knowledge and belief; and that the work will be performedswom,toj x-/~/t~/"¢"/~-J~ Not m~P'u'bef°rein thedaymemannerofth~s./'~seto ~f°rtho 5 in~ the, application20~_~.~ ..... ~..~'"'"filed" · therewith.:..., .,..,. . .~', ,.'. ,,,..~,.,~' .- ~.,-,~[' ~'~.,,~..,~fA~/~ /~/, TOWN OF SOUTHOLD PROPERTY RECORD CARD loc o - I/o,.. ¢"- Ia. ~ .- OWNER STREET ,'~(~) ~) VILLAGE DIST. FORMER ~WNER N E ACR. p (C~r~ L~ S W ~PE OF BUILDING RES. ~// S~S. VL. ~ FARM COMM. CB. MICS. Mkt. Volue ~ND IMP. TOTAL DATE R~RKS Tilleble FRONTAGE ON WATER Wo~lond FRONTAGE ON ROAD Meodowl~d DEPTH ~ 0 0 House Plot BULKH~D Toro I COLOR TRIM M. Bldg. Exteneion Extension Extension Po~h Porch Breezeway Ga rage Patio Oo Bo Total Foundation Basement Ext. Walls Fire Place Type Roof Recreation Room Dormer Bath Floors Interior Finish Heat Rooms 1st Floor Rooms 2nd Floor Driveway inette LR, DR, BR. FIN'. B . Tow___ n o_[f Southold Eros,on, Sedimentat~on & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: e.C.T.~. #: /Z -~ THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A ~ .eTORM-WATEI~ GRADINGr DRAINAGE AND EROSION CONTROL PL Lot C=K ~ ,r,=u BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. Item Number: (NOTE: A Check Mark (~) for each Question is Required for a Complete Application) Yes No 1 2 3 4 5 6 7 8 9 Will this Project Retain All Storm-Water Run-Off Generated by a Two (2") Inch Rainfall on Site? (This item will include all mn-off created by site cleadng and/or construction activities as well as all Site Improvements and the permanent creation of impervious surfaces.) Does the Site Plan and/or Survey Show All Preposed Drainage Structures Indicating Size & Location? This Item shall include all Proposed Grade Changes and Slopes Controlling Surface WaterFIowi Will this Project Require any Land Filling, Grading or ExcavaUon where there is a change to the Natural Existing Grade Involving mom than 200 Cubic Yards of Material within any Parcel? Will this Application Require Land Distud3ing Activities Encompassing an Area in Excess of Five Thousand (5.000) Square Feet of Ground Su~ Is thera a Naturat Water C°urse Running through r;t~~~ Is this Project within the Trostees jurisdiction or wi~m4~I Hun.72 (100,) feet of a~ each? Will' there be S,te' ,p, mparation on Existing Grade S~e~'li~ ~ged ~i~en~]~feet~,.u ~1 Rise to One Hundred (100) of Horizontal Distanca? / L._.~ Will D~iveways, Parking Areas or other Impe~/iou~ Surfaces be SIq~~ ' ,m-Off into and/or in the direction ora Town right-of, way';,~._.~ Witi this Project Require the Placement of Material, Removal of Vegetation and/or lhe Construction of any Item Within the Town Right-of-Way o~ Road Shoulder Area? ('l'hla Item will NOT Include the Installation of Driveway Aprons.) Will this Project Require Site Preparation within the One Hundred (100) Year Floodplain of any Walercourse? NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mad( In the Box, a Storm-Water, Grading, Drainage & Erosion Control Plan Is Required and Must be Submitted for Review Prior to Issuance of Any Building Permit! EXEMPTION: Yes No Does this project meet the minimum standards for classification as an Agricultural Project? Note: If You Answered Yes to this Question, a Storm-Water, Grading, Drainage & Erosion Control Plan Is NOT Req~iredl __ STATE OF NEW YORK, COUNTY OF .....,.~.....°..~.~'e.(..C. ............... SS ThatI,/~' '~.~./-'P"t'~ ~--C'~'~°"~\ be' dui sworn de~ s ' ............................................................................. mg y , po 'es ann says mat ne/~reis'the applicant for Permit, (Name of individual signing D0carnenl) And that he/.,he Zs the ............................................. .~..~ (Owner, Contractor. Agent, Corporate Officer, etc.) Owner and/or representative of the Owner of Owner's, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this applicatio~4~re true to the bt~sko that the work will be performed in the manner set forth in the applicatior f his knowledge and-,b~[ICd; andilt~here.~' Sworn to before me this; ............................................... day of .... ~.~..¥..?].~. .................... 20...~ c Notary Public: ......... ~ .................. FORM - 06107 TOWN 01~ A.PP.LICATION FOR I=1 PCTRtCAL INSPECTION Date: No,: NOT..* JOBSI..'FE INFORMATION: (*fndi~7.ates required information) *Address: · *Cross Street: *Phone No.: Permit No.: 3%? 7-~ .1000 Section: . /I 0 .Block:- *BRIEF DESCRIPTION OF WORK. (Please Print. Clea'rly) ' Lot: y ' .O'sease.ar~e ~r~ *Is. jOb ready for inspe(~p, n: .,~ yOU r,C.c~l' a T.ei~ Cerlfl°ate: 300 350 400 C *Service S'J~-e: - 1 Phase. 3Phase ' 100 '150. Additional Information: Change Of Se~ce Overhead PAYMENT DUE WITH APPLICATION Town Hall Annex 54375 Main Road P.O. Box I 179 Southold, NY I 1971-0959 September 13, 2011 BUILDING DEPARTMENT TOWN OF SOUTHOLD Telephone (631 ) 765-1802 Fax (63 I) 765-9502 Glen Grathwohl 300 Hamilton Ave Cutcho. gue, N,Y 11935 lhe Follow~ng Item(s) Are Needed 1o Complete Your Certificate of Occupancy: ~,~ *NOT£: Please submit installation instructions for Natural Gas Hot Air Heat aa per request from the building inspector. t~pplication for Certificate of Occupancy. (Enclosed) ~ Electrical Underwriters Certificate. (~A fee of $$0.00. __ Final Health Department Approval. ~ Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) __ Trustees Certificate of Compliance. (Town Trustees #755-1892) __ Final Planning Board Approval. __ Final Fire Inspection from Fire Marshall. - Bob Fisher __ Final Landmark Preservation approval. BUILDING PERMIT ' 35873 - New Dwelling Z LOT 37 ~) taoN LOT 27 LOT 28 CONE ~ ~ g45 A N '00 LOT 26 PROPOSEDI LOT 29, VACANT LAND ~ ~ STOUTENI3URG ROAD ~ '~ (GLENWOOD ROAD) c', NOTE: SCWA ~N ON LOTS 27 & 28 MAP OF PROPERTY RAVATONE REALTY CORPORATION CUTCHOGUE, TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. TYPICAL W~LL AUG 17 2010 BLDG DEPT. TOWNOFSOUTHOLD SURVEYED FOR: GLEN GRATHWOHL NANCY WILLIAMS E~# 5,39 DATE FILED DEC 22, 1950 TM// 1000-1 70-04-012.2 GUARANTEED TO: GLEN ORATHWOHL NANCY WILLIAMS FIDELITY NATIONAL TITLE INS. CO FOR SCDHS USE ONLY SURVEYED: 29 JULY 2008 ' SCALE 1'- ,30' AREA - 15,000 S.F. OR 0 544 ACRES SURVEYED BY STANLEY J. !SAKSEN, JR. PO. BOX 294 NEW SUFFOLX. N.Y. 63~ -7, L 08R 1692 \ \ Df~INAC. g ~Y$~M ~AL~IIA?ION$: ~ ALFA: 2,139 sq. ff. 2,139 sq. fi. X 0.17 = 364. Du. ff. P~ (~) 8' dia. X 5' ~gh ~OR~ D~N PO0~ OR.HAL --16' TYPICAL NOT TO ~ALE PROPOSED SANITARY SYSTEM SURVEY OF LOTS 27 & 28 MAP OF PROPERTY RAVATONE REALTY CORPORATION FILE No. 559 FILED DECEMBER 22, 1950 SITUATE CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-110-04-12.2 SCALE 1"=50' JULY 29, 2008 OECE]dBE~ 11. 2009 REV1SED PROPOSED HOUSE 0.544 ac. CERTIFIED TO: GLEN GRATHWOHL NANCY WILLIAMS 1. ELEVATI~)NS ARE REFERENCED TO AN A~SUMED DATUM 2. MINIMUM SEPTIC TANK CAPACITIES FOR A I TO 4 BEDROOM HOUSE IS 1,000 GALLONS. 1 TANK; 8' LONG, 4'-$' WIDE, 6'-7# DEEP $. MINIMUM lEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. 3 POOLS; 4' DEEP, D' die. ( ~ ~ PROPOSED iD(P~NSION POOL PROPOSED LEACHING POOL ~ PROPOSED SEP~C TANK 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVAllONS AND/OR DATA OBTAINED FROM OTHERS. Nathan Taft Corwin III Land Surveyor PHONE (&31)727-2090 Rt~ (651)727-1727 SURVEY OF LOT~ ~7 & 28 MAP OF PROPERTY RAVATONE REALTY CORPORATION FILE No. 539 FILED DECEMBER 22, 1930 ~'ITUA TE CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-110-04-12.2 SCALE 1"=30' JULY 29, 2008 DaC-MBER 11, 2009 REVSED PRCPOBED ~OUSE BEPTLMBER 14, 2010 ADDED DRYWEILS ~ANJARY 17, 20!1 B'AKE FOUNDA[ION FEBRUARY 10, 2011 FOUNDATION ~OCATION AREA = 15,000 sq. ff. 0.344 CERTIFIED TO. GLEN GRATHWOHL NANCY WILLIAMS FEB 1! ,?0i! BLD6 I)[PL TOWN OF SOUfNOLD Nathan Taft Corwin III Land Surveyor Lr9 290( \,04 $6 SURVEY OF LOTS 2'/ & 28 MAP OF PROPERTY RAVATONE REALTY CORPOI,~ATION FILE No. 539 FILED DECEMBER 22, 1930 :¢1TUA TE CUTCHOCLE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-110-04-12.2 DEC AREA = 15,000 sq. ft. lO ~£fiT1FIED TO. GLEN GRATHWOHL P~;a~l~: fi J'~ ;;-811, {"'.L . ~'~*Fi,~ NANCY WILLIAMS ~fice ~ W~t~ater ~nagement EEPT[C~Y~J~M TIF MFA~UREMENTS -- ~ ! CORNER SEPTIC TANK : 48' COVER LEACHING POOL COVER 1 50' LEACHING POOL~ COVER 2 I LEACHING POOLI 61' COVER 3 i HOUSE CORNER ~B] 37' 50' 37' I RECEIVED SUFF. CO, Hb',,LTH SERVICES OFFICE 0[ ¥tASTEWATER ~GT. Nathan Taft Corwin III Land Surveyor PHONE (631)727-2090 :ax (631)727 :727 %~9 ~90C I 8 - CD2 9 D1 - 3 Instailer's Guide Upflow/Horizontal, Downflow! Horizontal, Gas-Fired, Direct Vent Condensing Furnaces *UHIB040A9241A *UH1C100A9481A *DHIB040A9241A *UHIB060A9361A *UHID100A9601A *DHIB065A9421A *UHIB080A9421A ~*~*UH_I D~20A9~IA~ *DH1C085A9481A *UH1 C080A9601A - - - *DH 1 D110A9601A *__First letter may be "A" or "T" ALL phases of this inst~lls,~ion must comply with NATIONAL, STATE AND LOCAL CODES IMPORTANT-- This Document is customer property and is to remain with this unit. Please return to service information pack upon completion of work, *UH1 UPFLOW *DH1 o DOWNFLOW AiR *UH1 ~ UPFLOW/HORIZONTAL / *DH1 DOWNFLOW/HORIZONTAL F['~ ~ / A341624P13 CARBON MONOXIDE POISONING HAZARD Do not replace any of the factory supplied venting components with field fabricated parts. Failure to fol- low this safety warning exactly could result in dam- aged vents, damaged components, carbon monoxide poisoning, or death. Connection of the vent pipe to the vent collar should also be accomplished using RTV type sealant. This type sealant provides a connection which remains flexible and can be separated in the future if service needs re- quire the removal of the vent pipe for service or clear- ance. See Figure 24. .NOTE: To ensure proper operation at the vent lengths indi- cated, the combustion air inlet and vent terminals should be in the same pressure zone. Terminating the vent and inlet in diflerent pressure zones will change the maximum vent lengths and may cause nuisance tripping of the pressure switch(es). The amount of change can not be predicted. The selection of the inlet and outlet terminal locations are the responsibility of the designer/installer, ff the installer chooses separate pressure zones for the terminals, the combustion air inlet termination must he in the higher (more positive) pressure zone. r® Installers Guide VENT AND INLET AIR CONNECTIONS Seal VENT PIPE with RTV sealant Seal INLET AIR PIPE with R~V sealant IMPORTANT: Products installed in Canada must use vent systems that are certified to the Standard for Type BH Gas Vent- ing Systems (ULC S636) for Class II-A venting systems (up to 65°C). Components of the vent system must not be interchanged with other vent systems or unlisted pipe or fittings. Plastic components, specified prim. ers, and glues must be from a single system manufac- tursr and not intermixed with other system manufacturer's vent system perta. In addition, the first three feet of the vent pipe must be visible for inspec- tion. UPFLOW/HORIZONTAL VENTING TABLE TABLE 11 MAXIMUM VENT LENGTH: [~Rct.] VENT (2 PIPE SYSTEM) - NONDIRECT VENT (1 PIPE SYSTEM) -MAXIMUM TOTAL MAXIMUM ~OTAL EQUIVALENT FEET FOR EQUIVALENT FEET FOR VENT AND INLET AIR PIPES (See Notes) VENT PIPE ONLY (See Notes) 2" PIPE 2-1/2" PIPE 3' PIPE 4" I~IPE 2" PIPE 2-1/2" PIPE 3" PIPE 4" PIPE MODEL~ & FITTINGS & FITTINGS & FrFI1NGS & FII'I'INGS & FITHNGS & FITTINGS & FITONGS & RT'RNGS *UHIB040A9241A T T 1-""--'~'~ 1'~--~'-- 5'--*'--'-'~ 80 80 130 *UH1 B060_~A9361A 60 80 1SO 130 . 50 ~--~ 80 130 *UHIB0~OAg421J 40 ~-~ 100 130 30 80 80 130 *UHlC080A9601A NOTALLOWED NOTALLOWEO 70 130 NOTALLOWED NOTALLOWED ~'~ 1'-~"-'~ *UH1C100A948'~ NOTALLOWE-~- NOTALLOWE'--~D"~'-"~'--- 1--~-~-~ NOT~"~LLOWE~-"~ NOT ALLOWE~ --70 130 *UH1DI._..~._~A9601..~.~ NOT ALLOWE.~.~.__~D NOT ALLOWE....~.~.~D ~ 13~0 NOT ALLOWE-~-'~, NOT ALLOWE"'~ 7'~----'~ 1 ~ *UHID120A9601A NOTALLOWED NOTALLOWED 50 130 NOTALLOW"'~D NOTALLOW~ 30 130 rNOf ~:=: ' - First letter may be "A" or "T" 1. The INLET AIR of one !~pe ayslems require the iastalietion of a 90= ethow (to pre'~nt dust and debris fr~ falling straight ~nto thefurnace) and a 2 fool horizontal or vertical straight pi0e section CO~lnectbe befo~-e or after the elbow. 2 DO NOT MIX PIPE DIAMETERS IN THE SAME LENGTH OF PIPE OUTRIDE THE FURNACE CABINET (Except adapters at the top of tbe furnace). The inlet pipe can be of a la;get diamet e~, but never sma~er than the '~nt pipe. 3 MAXIMUM PIPE LENGTHS MUST NOT BE EXCEEDED! THE LENGTH BROWN IS NOT A COMBINED TOTAL, IT IS THE MAXIMUM LENGTH OF EACH (Vent or Inlet air pibes ir* two pipe systems) 4. One standard radius 90° elbow is eduNa!ent to 12' of 4" pi;e one SHORT tad us 90° elbow is equivalent to 10' of 3" pi ~1~. and one LONG radius elbow is equivalent to 6' of 3' p~e One SHORT/LONG radius 90° elbow is 6q uivaient to 7Y2' of 2~" pipe, & 5' of 2' pice. Two 45 elbows 6qual one 90°elbow 5 The terroi~al~ tee o~ bend musl be included in the total number of elbows. If the RAYAIR30AVENTA termination k~t is used, the equivalent length of pipe is 5 feet There is zero eduivalent length lbr the BAYVENT200 6. Pipe adapters are field supplied 7 4" p~p~ may be reduced to 3' for terminat K)n w~h BAYAIR30AVENTA or BAYVENT200 without additional length restriction 8 For Canedia~ ppp~ica ft::~s ONLY, IPEX 1~o006 may bo used for horizo~lal and ~r ftCal termiealions IPEX 081216, IPEX 0Et 218, a~d iPEX 081219 may only be used for berizontal vent terminations Equ*vaient lengths ere IPEX ~ ~6C~9 = 5 feet, IPEX 081216 = 11 re;t, IPEX 0~1218 = 6 feel, and IPEX 081219 = 21 fee( 18-CD29D1-3 NYS Permit Submittal for 120 3s,q Hi(ih-Wind Job #30687 11/10/09jk Builder: Customer: Turn Key Modular Homes, Inc. Grathwohl Name; Name: Site Address: XXXX Southold, NY 11971 Premier Builders, Div of Muncy Homes, Inc. 1567 PA Route 442 East PO Box 325 Muncy, PA 17756 Contact: Darry] Mincemoyer Premier Engineering Manager dmincemoyer~premier-builders.com NY Approval Number. M 1387-02-070 Expiration Date: Dec 10, 2010 NYS Hklh-Wind Submittal Index concl tJons under Ioca iur s~iction J Index: NY Design Specifications - Attachment - 1 Design Specifications- Attachment - 2 (1sty sw & mw opening hdrs) NYS "Notice of Appreva]" letter for system approval NYS 120 3sg Factory Shearwall and Connection Summary NY PE calculation summary NY PE calculations Fastener Cut Sheets REScheck Compliance Certificate & Checklist System Drawings Cover Sheet - la Floor plan(s) High-wind plan(s) Electrical plan(s) Foundation layout Elevation(s) Bldg Cross Section - 7_ Truss Manuf. Details Balance of system sheets that apply to this actual house - 2_ thru 10_ · T~l,",m OF ,%Ii[HOg D j NY Desi,qn Specifications . Attachment-J 11/10/09jk Home IdenL (Job No.): Stte Location: 30687 Southold, NY 11971 Suffolk Co. Design Loads: Ground Snow Load: See floor plan Seismic Category: B Wind Speed: (3 Sec. gust) 120 Floor LL: (Liv'g / Sip'g) 40 / 30~ Floor DL: 10~ Applicable Bldg Codes: 2007 Residential Code of NYS NYS Energy Compliance Thru Rescheck 2002 NEC Occupancy Classification: Construction Type Classification: 1 Family Detached Wood Framed Unprotected Index of Adrift. Specific Dwgs: Floor Plan Foundation Electrical Plan (4)Elevations Truss Detail(s) References: Window/Door Schedules - System Dwgs. Sbt 3c Calc. Manual - 35/45 GSL Design Sidewall Studs - Pg 647 (35145 psf Manual) Mart. Wall Studs - Pg 665 (35/45 psf Manual) Floor Joist - Pg 2 (35/45 psf Manual) The plans and specifications of this permit set are derived from and consistent with the plans and specifications associated with the approval on file with the Dept. of State, which were approved on Feb 12th, 2009 under system ¢~M1387-02-070 Attachment- 1 Desiqn Specifications - Attachment 2 45 Ground Snow - 24/26128 Wide - Cape - 12112 Exterior Header Schedule Symbol Header Max. Span Calc Ref A 3-2x4 SPF 2/1 4'-1" 651 B 3-2x6 SPF 2/1 6'-0" 551 C 3-2x8 SPF 2/1 7'-'~' 651 D 3-2x10 SPF 2/1 9'-3" 851 E 3-2xl 2 SPF 2/1 10'-9" 651 F 3-1.5"x5.5" LVL 7'-5" 652 G 3-1.5"x7.25" LVL 9'-9" 652 FI 3-1.5"x9.25" LVL 12'..8" 652 I 3.-1.5"xl 1.25" LVL 15'-3" 652 J 3-1.5"x16" LVL 16'-2" (3 col limited) 552 Mart Wall Header/Beam Schedule Symbol Header Max. Span Calc Ref Col Studs 1 2-2x4 SPF 2/1 5'-7" 668 2 2-2x6 SPF 2/1 8'-3" 668 3 2-2x8 SPF 2/1 10'-6" 668 4 2-2x10 SPF 2/1 12'-10" 668 5 1-2x10 SPF 2/1 9'-1" 666 6 1-1.5'~(9.25" LVL 12'-11" 667 7 2-1.5"x9.25" LVL 16'-5" 669 A~achme~-2 1 1 1 1 1 1 1 FEB 2 4 D0@ State of New York Department of State Division of Code Enforcement & Administration One Commerce Plaza 99 Washington Avenue Albany, New York 12231-0001 (5~.8) 474-4073 FAX: (518) 4116-4487 www.dos.statelu¥.us NOTICE OF APPROVAL This notice serves to inform the local Code Enfomement Official tha~ the New York Department of State (DOS) has reviewed and approved plans, eS authorized pursuant to 19 NYCRR Par[ 1209. Regulation and Fees for Factory Manufactured Homes. to allow the construction of single family homes, two family homes, and/or other modular buildings or components in compliance with the State Uniform Fire Prevention and Building Coda, ss described herein: Manufacturer's Name: Building Description: Approval Number., Applicable Code: Expiration Date: Maximum Ground Snow Load: Seismic Design Category: Basic Wind Speed: Exposure Category: DOS Contact Person: Additional Conditions: Approval Date: Muncy Homes, Inc. 1567 PA Route 442 East P,O, Box 325 Muncy, PA 17756 Detached One and Two Family Dwelllngs M 1387-02-070 Residential Code of New York State 2007 (RCNYS) December 15, 2010 90 PSF A,B, CorD1 120 MPH Maximum A, B, or C Gerard A. Hathaway, R.A. None February 12, 2009 Modifications to Previously Approved System Ronald Plester. AIA Director ,~ copy of this Notise of Approval shall accompany all plans and specifications subrnl[ted al pa~t of a permit application. Plans should not require a DOS seal provided the registered design pmlesalonal references the approval number and certifies that the plans and specifications conform to the plans and specifications approved by and on file with the DOS. The appraval identified above is limfied to all construction that takes plac~ in the factery. Site related work IncJudtng installation and connection of the building andJor components, .foundations, mechanical connections, stairs, decks, etc. ~s the responsibility of the Code Enforcement officiaL The presence of the insignia of approval shall be presumptive evidence that [he foc~ory raanute~ured home or component comp~{es with the provisions of the RCNY$. If the code enforcement off(rial believes that any factory manufactured component is in violation of one or more pmvisio~s cf the RCNYS, he/she should contact the DOS for f~ffher review and/or determination. NY 120 3sq Shearwall and Mn-Plant Connection Summary Job# 30687 Wall Walls 2 & 3 Sheathing Fastening Orientati¢ 7/16" osb-blocked 7/16"x1.5"x16ga staple 4"oc(edge)6"oc(field) Vertical 7/16" osb-blocked 7/16"xl .5"x16ga staple 3"oc(edge)6"oc(field) 1/2" gypsum wail board 5d nails 7"oc(edge)l 0"oc{field) Roof Diaphram 7/16" osb 8d nails 4" diaphragm edges 4"oc(edge) 8"oc(field) Floor Diaphram 19/32" osb 10d 4"oc(edge) 8"oc(field) Truss to Stud Connector SW Uplift MTS18 Fastening 12-10dxl 1/2" nails Quantity 152 Truss to Top Plate Lateral Longitudinal 3-.131"x3" (toe nail) 3-.131"x3" (toe nail) Mating Wall Studs to Cig Beam & Floor U plift LSTA18 5-.131x3" nails ea end 32"oc 112 Top Plate to Plate Uplift Lateral 1.5"x16ga Staple 11 stp[/bay/stud (thru shtg) .131"x3" 8"oc (face nail) Plate to Stud Lateral 3-.131"x3" (end nail) Stud to Floor Perimeter Uplift 1.5"x16ga Staple 10stpl/bay/stud (thru shtg) Bottom Plate to Floor Lateral Longitudinal .131"x3" 8"oc (face nail) (see high-wind plan) Corner Stud Connection Lateral Top Plate Splices 52-.131"x3" (face nail) 3 rows 5 318"oc 26~.131x3" nails ea side of splice Note: Fasteners & connectors with equivalent rated values may be substituted 11/25/09 Attachment - 3 3B The HHOQ series of haldowns combines Iow deflection and high loads with ease of instellstlon. The unique seat design gl the HOg8 greatly minimizes detiecflon under load. Both styles of hoidown employ the Simpson Strong-Tie" Strong-Drivee screws (SDS) which install easily, reduce fastener stip and provide a greater net section area of the post when compared to bolts. They may be installed either flash or raised off the mudeOI without a reduction in load vatue. SPECIAL FEATURES: · Uses SDS screws which Install easily, reduce fastener slip, and proalde a greeter net secUon area of the pest compared to bogs. · SDS screws are suppled wi~ the haldnwn9 to ensure proper fasteners arc used. · NO stud bo~ to countersink et openings. MATERIAL: HOQa---7 gauge; HHDQ--Bcdy: 7 gauge, wsshen ½' plate FINISH: HODS--Galvanized; HHDD-- Simpson Strong-Tiee grey paint INSTRt~LATION: · Use all spec[tied fastenem. See General Notes. · For use In vertical and horiznnfal applications. · No additional washer is required. · To'de muiUple 2x members together, the Designer must determine 1he fasteners required to ioth members te act ~s one unit without spl~ng the wood. Sec page 20 for SDS value~ · See SB and SSTB Anchor Bolts on pages 27-29 for anchorage options. · SDS screws install best with a iow speed high torque ddll with a ~' hex head ddver. · Refer to technical bulletin T-ANCHORSPEC for post-installed anchorage sal~tioes (sue page 191 fur de~alls). HOQa: · ~' of adJestabhlty perpendicular to the wall , See SSTB Anchor Bolts, page 2~29, for anchorage options. For 2-2x and 3x sill plates use SSTDL models. The Designer may specify any alternate anchorage calculated to resist the tension load for a specific job. Anchorage length should take the b~aring plate/washer height into account, to ensure adequate length of threads to engage the nut. HHDQ11/14: · No addlUonal washer is required. · HHDQ14 requires a heavy hex anchor nut (supplied with holdown) · See SB Anchor Bolts, page 27, for anchorage options. CODES: See page 12 for Code Reference Key Chart. HDQ8 U.S. Fofents 6,006,487 and 6,327,831 HHDQ11 (HHDQ14 similar) Horizontal HDQg Iflslagation HDQB Vertical installation Verttsal tIHOQ11 Installation (HHOQ14 similaO over~lorque the nuL ImPact I 5. Tension values are valid for hntdowns tiush or retsad off of sill plst~ 6. Deflection at Highest Allowable Tension Load InrJL~es tautenar slip, holdown elongaUon, and anchor Uoti e~ongaqon (L ~ 6'), Addrdonaf blongadon of anchor bolts shal~ be accounted for by the Designer when holdowns are ~sed highe~ 1hun 6L 7. Tabulated IDads may be doubled when th= NOG8 is Instaged on oppesge sides of the wood member provided either the post Is large enough to ~eveut opposing hbldown screw interference or ~e hbldowns ~re offset to eJlmlnute screw interferences, S. Noted HH0014 allowable IoaUs are based on a 5~' wTPO peat (~g All other loads are based on 3½" wTde post minimum. 9. Requires heaw hex anchor nut to a&hleve tabulated loads (~uppl~ed with ho~wn7 1 O. HHOQ holUoWns InntaUed he~zontaqy can achieve compress{on loads wUb the eddiUon of a sraedard nut 011 foe under,ida of Ih6 lead transfer p~te. Refer to ESR 2330 for design vaJues. geslon of anchoraue rods for the compression force shall be per the Design er. 42 ~ ..... ' The STHD is an embedded s~rzp tie holdown with high Io~d capacity and a ~ggered ~al] paffem to help mfnlmt~ spi~ing.~e ~D ~ fie ho~do~ ~onjun~on ~th the StmpMat~ you have a s~em th~ helps pr~nt beth ~mllel ~c~e Io~tion of the ~D~ and mduc~ ~e p ~ibil~ of sp~nO. · ~e ~p nalil~g pa~em ~1o~ for nailing to ~e edg~ of · A slot below the embedment line ~io~ for incrc~cd fm~ to back concre~ bond and reduced spelling. · Str~p nail sio~ are countersunk to provide a lower nail head pr~ile. · Rim Joi~ models accommod~e up to a 1T c~ear s~n ~o~ any Io~ df strop nailing. MR~RIAL: LSTHDe, LSTHDeR~14 gauge, all others--12 ~auge FiNISh: Ga~anized IN.ALbION; · Use ail specified ta~enem. See General Notes. · See P~st Tension information on page 43. · Simp m~ be be~ one fuji ~cle (bent ho~ 9~" ~en bent ve~i~) to aid ~11 plowmen, but m~y m~se s~lling behin~ the 1' or I~s, mea~ from ~e emb~ment {~e to ~a bo~om ~ ~e s~l, ~y posen of fflo ~ap left ex~d should be pmt~tcd ag~n~ co~oslo~. · For ~o pour Ins~lia~ons sp~ling Is measured from the fimt pour. · UnleSs ~or~so no~, d~ NOT in~all where: {a) wRhin ~e embe~me~ depth ~e~ee~ the sl~b and founda~n ~11 or f~ting beneath, onle~ pro,signs are mad~ t~ tinnier the I~d, or t~ slab designe~ to r~lst ~e I~d Imposed by the anchor; or (b} sl~bs am poured · To ti~ muppie ~ members ~g~ ~ Des~ner mu~ dete~ine r~quired to joih m~bers to act as on~ unit w~o~ spliU1ng ~e wood. the Designer for ~11 shea~ing n~ling. Tension Loads for STHD Installations '~~Nails are countersuok for ~a law profile STHD 5,813,182 Typical STHD14RJ Dim Joist Application T~lea[ STHD Applications (for two pour, see footnote $.) is 2035 lbs. f~r s,~' end distance, and 2750 lbs. at tO' end distance. Straps are designed to transfer tension loads in a wide vadety et applicaUo~s. HRS~A 12 gauge strap with a nailing pattern designed fur installation on the edge of 2x members. NEW! Tbs HRS416Z installs edlh Simpson Strong*Tta~ Strong Drlue® screws (SDS). LSTA and MSTA--Desigued for use on the edge of 2x members, with ~ nailing pattern that reduces the putsntial for splitting. LSTI--UDht straps that are suitable where pneumatiu-oatiing is necessary through diaphragm ducldng ~d wood chord open Web trusses. MsT--Splitting may be a problem with installations on lumber smaller than 3½'; either fill every nail hole with lOdxl~' nails urffi[ every*other hole with 16d common nails. Reduce the al]owsple load based upon the size and quantity of fasteners used. MSTC--HiDh Capacity strap which utilizes a staggered nail pattern to help minimize wood splitting. Nail slots have been countersunk tO ~rovids a lower nail head profile. FINISH: PS-HOG; HST3 a~d HSTO--$impaon Sh'0ng-'fic® gray paint; all othem-psJvanized. Sum8 products am ava~able in stainless steel or ZMAX® coating; see Corrosion Information, page 10-11. INSTALLATION: Use ~ specified fasteners. See General Notes. OPTIONS: Special sizes can be made to order. Contact Simpson Strong-lis. CODES: Sse page 12 for Code Reference Key Chart. MSTC and RPS meet code requirements fur reinforcing cut members (16 gauge) Sttsp plate and RPS St sill plate. IntematiouaJ Residu~aJ Codee- 2000/2006 R602.6.1 InteroaNonaJ Building Code- 2000/2006 2308.98 (For RPS, r~r to page 172.) MSTI MST LS'll T~pical MSTI Installation (MiT hanger shown) LSTI similar MSTC28 ST LSTAandMSTA (Pilothelesnotshown) Typical LSTI Iflststlatiou h-w L ST2115 STU, ST12, $T18, ST22 HRS HRS41§Z HRS testaliation CODES: See ~e 12 for Code R~e~en~ Key Cha$ Typi~l LSTA Installation (~nger Mt shown) Bend strap one tim6 only T~lca! PS720 Inslallatlon 149 I50 Roar-to-Floor Clear Span Table 18 26-10d 2020 2020 MSTM9 16 26-10d 2020 2020 MSTC~ not required in the dm board area. When nailing the strop over OSBh]lywood, use a 21/~' Ions nag minimum. T~lcal Oetrdl with Strap Installed Over Sheathing CODES: '1 See page 12 for I ,! 6TH~) Shown Fleer-to-Floor Tie Installation showing a Clear Span Typical HSA TvAst straPS provide a tension ounn~ion beiwees two wood MTS les~allallon members, ney resist uplift atthe heal of a tn]ss economically, os a Tress-th- The 3" bend section eliminates ir~erference at tho trancifion Top Plate paints between wood members. MATERIAL: LT~18 gauge; MTS--16 gouge; HTS--14 gauge FINISH: Galvanized. Some products aeeilable in stainless steel and 7MAXe coaU nO; see Corrosion Into,marten, page 10-11. INSTALLATION; · Use all specified factecars. See Genorel Notes. CODES.* See pege 12 for Code Reference Key Cha~ 1. LT$12 thru LTS20, MT$16 Ihrouoh brr$30. HT$24 4. All shape exce~ the MTS30 and HTS30 L LTS12 (MTS and s/mi/ar) 15" · MTS3O (HT$30 MTS30c similar) (HTS30C sffNlar) T~lcal MTSO [nctellaNon MTS30 [nefotlatieo with I']DlSt Rafter For fast, accurafa installation of door and window headers and other cross members. HH header hangers can speed up the job, strengthen, the frame, and eliminate the need for trimmers. MATERIAL: 16 gauge FINISH: Galvanized INSTALLATION: · Use all specified fasteners. See General Notes. HH Load Directions 159 REScheck Software Version 4.3.0 Compliance Certificate Project Title: Oob~_Ser.# 30687_000 Energy Code: 2007 New York Energy Conservation Construction Code Location: Suffolk County, New York Constrac~on Type: Detached 1 or 2 Family Heating Type: Non-Etecf~ic Glazing Are~ Percentage: 12% Heating Degree Days: 5750 Construction Site: Owner/Agent: Custame~ Grathwohl BulldeE Turn Key Southo]d, NY 11971 Permit # Permit Date: IEngineers cer~licationtseaf applies only to lactory manufactured pad,OhS o! this building. Cert~fmationtseal does not apply to site ir~talled atemente or portions built ~n site such as, but not limited to; foundation, extedor steps, or other Designer/Contractor: John Koehier~ Engineer Designer Premier Builders, A Div of Muncy 1567 Rt 44' E Muncy, PA 17756 570-546-8915 jkoehler~premier-builders, com Compliance: Maximum UA: 297 Your UA; 257 Ceiling 1: Flat Ceiling or Scissor Truss CeiIing 2: Flat Ceiling or Scissor Truss Ceiling 3: Flat Ceiling or Scissor Truss Ceiling 4: Flat Ceiling or Scissor Truss Wall 1: Wood Frame, 16' o.c. Door; 39 x 80 Blank: Sc~id . Wall 2: Wood Frame, 16, o.c. Window:. 34 x 37 SS: Vinyl Frame, Double Pane with Low-E Window:. 30 x 37 SS: Vinyl Frame, Double Pane with Low-E Window: 34 x 65 SS: Vinyl Frame, Double Pane wah Low-E Door. 32 x 80 Blank: Solid Door. 64 xB0 2 Sidelites: Solid D~or. 96 x 80 Vinyl SGD: Glass Floor 1: Al~-Wood JoistJTruss, Over UncondilJoned Space Floor 2: Ail-Wood Joist/l'russ, Over Unconditioned Space 576 32.0 0.0 20 414 51.0 0.0 10 168 32.0 0.0 6 184 51.0 0.0 5 272 t3.0 0.0 21 18 0.150 3 1240 19.0 0.0 60 9 0,330 3 15 0.330 5 107 0.330 35 19 0.160 3 38 0.230 9 53 0.300 16 942 19.0 0.0 44 352 19,0 0.0 17 ,~,~ ~ :~ Digitally signed by John Koehler Project Notes: 1- Caculations reflect only that portion of ~qe unit assembled in the factory, Should further living space be added o~ finished that is not covered in ~he factory REScheck (i.e. conditioned basement, cape habitable area, bonus rooms, etc], a new REScheck shall be completed 2- Builders or contractors may supply and install the required floor and/or foundation wall insulation. Project ~tle: Job~ Ser.# 30687 000 Report date: 11/25/09 Data fllename: O:~EScheck 30~00 30999~,30687, rck Page I of 5 3- For basements and Cape roofs remaining unconditioned spaces, t~e builder shall ench~e basement and attic stairs, The wails surrounding the basemen~ and attic stairs shall be insulated and protected with a vapor barrier. The builder is responsible for supp[ytng all materials. 4- Houses that have factory installed duct,,~rk in the web floor jo[st, the builder shaft be responsible to install the same insu[attsn under the duc{ as is required in the fleer to meet the REScheck requirements. Project Title: Job#~Ser.# 30687_000 Report date: 11/25/09 Data filename: O:~REScheck 30000-30999\30687.rck Page 2 of 5 REScheck Software Version 4.3.0 Inspection Checklist Ceilings: ~ Ceiling 1: Flat Ceging or Scissor Truss, R-32.0 cavity insulation Comments; between kneewatis [] Ceiling 2: Fiat Ceiling er Scissor Truss, R-51.0 c~vlty insutsfion Comments; outside kneewalis C1 Ceiling 3: Flat Ceil[ng or Scissor Truss, R-32.0 cavity insulation Comments: batween kneewalls [~ Ceiling 4: Fiat Ceiling or Scissor Truss, R-51.O cavity insuia0on Comments: outside kneewells Above-Grade Walls: F-I Wall 1: Wood F~me, 16" D.c., R-13.0 cavity Insulation Comments: bsrd: stair walls [] Wall 2: Wood Frame, 16' D.C., R-19.O cavity insulation Comments: Windows: [] W'mdow: 34 x 37 SS: Vinyl Frame, Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-fad:ors, descrrbe features: #Panes Frame Type Thermal Break? Yes Comments: 1 [] W'mdm~. 30 x 37 SS: Vinyl Frame, Double Pane with Low~_, U-fad:or 0.330 For windows without labeled U-factors, descdbe features: #Panes Frame Type Thermal Break? __ Yes Comments: 2 [] Window;. 34 x 65 SSi Vinyl Frame, Doubts Pane with Low~, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? __ Yes Comments: 7 [] Door~ 30 x g0 Blank: Solid, U-factor: 0.160 Comments: 1 [] Doon 32 x 80 Blank: Solid, U-factor 0.160 [] Doon 64 x 80 2 SIdelit~s: Solid, U-factor: 0.230 Comments: 1 [] Dooc 96 x 80 Vinyl SGD: Glass, U-fad:on 0.300 Comments: 1 Floors: [] Fl~or 1: All-Wood Joist/Truss, Over Unconditioned Space, R-19.0 cavity insula§on [] Floor 2: AikWood Joist/TnJss, Over Unconditioned Space, R-I 9.0 cavily insula§on No Project Title: Job~_Ser.# 30687_000 Reporl date: 11/25/09 Data filename: O:\REScheck 30000-30999\30687.rck Page 3 of 5 Air Leakage: [] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed. [] Recessed rrghts are 1) Type lC rated, or 2) inststtsd inside an approp flata air-fight assembly wffil a 0.5' clearance from combustible materists. If nonAC rated, fixtures am installed with a 3" ctaarance from insuta~on. Vapor Retarder: ~1 Inetalled on the warm-In-winter side of all non-vented framed ceilings, walls, and team. Materials Identification and Installation: [] Materials and equipment are instslled in accordance with the manufacturers I~stailafion laspucgons. insulation is installed in subetangal contact with file surface being insulated and in a manner that achieves the rated F-value. f-I Materials and equipment are iden~fled so that comp§ance can be determined. Manufacturer manuals for all lnstslled heating and cooling equipmant and se~ice water heaitng equipment have been provided. insulation R-values and glazing U-factors are deaddy marked on the bu~qding plans or specifications. Duct Insulation: [] Supply ducts in uncondiitoned att[cs or outside the building are insulated to at least R-8. [] Rstum ducts in unconditioned attics or outside the building are inselated to at least [] Supply ducts in uncondY~oned spaces are insulated to at least R-8. [] Retain ducts in uncondrdo~d spaces (except basements) are insulated to R-2. Insulation is no~ required on tatum ducts in basements. Duct Construction: [] All lothts, seams, and connections are securely fastened with welds, gaskels, rnasfics (adhesives), mastic-plus-embedded-fabric, or tapes. Tapes and mastics are rated UL 181A or UL 181B. Exceptions: Con flnuously welded and Iocldng-typa longitudinal joints and seams on ducts operating at lass than 2 in. w.g. (500 Pa). [] The HVAC system provides a means for balancing air and water systems. Temperature Controls: [-~ Each dwelling unit has at least one thermostst capable of automatically adjus~ng the space tsmberat~re set point of the largest zone. Electric Systems: [] Separate elec~c meters exist for each dwelling unit. FireplaCeS: [] Fireplaces are installed with tight tiffing non-combustible fireplace doors. [] Ffrep~ac~s have a s~urce ~f c~mbus6~n eir~ as requ~red by the Rmp~a¢e c~nsfruc~on pr~vlsi~ns of the Bui~ding ~de ~f New Y~rk State, the ReaidenEa~ Code of New York b~ate or the New York City Building Code, as applicable. Ser~lca Water Heating: [] Water beatom with vertical pipe risers have a heat trap on both the inlet and outer untoss the water heater has an integral heat fl~p or is p~rt of a circulating system. Circulating Hot Water Systems: ~1 Circulating hot water pipes are insulated to the levels ~n Table 1. Heating and Cooling Piping Insulation: [] HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are Insulated to the levels In Tabts 2. Swimming Pools: [] Afl heated swimming pools have an onloff heater switch and a cover unless over 20% of the hea~ng energy is from non-depletable Project Title: Job~_Ser.# 30687_000 Report date: 11/25/0g Data fllename: O:~REScheck 30gflf1430999\3(~687.rck Page 4 of 5 Table l: Minimum Insulation Thickness for Circute~ing Hot Water Pipes Insulation Thickness In Inches by Pipe Sizes Non-Circuiting Runouts Circulating Mains and Runoute Heated Water Temperatore ('F) Up to 1 · Up to 1.25" 1.5' to 2.0" Over 2" 170-180 0.5 1-0 1.5 2.0 140-169 0.5 0.5 1.0 1,5 100-139 0.5 0.5 0.5 1.0 Tabie Z' Minimum Insulation Thickness for HVA C Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(OF) 2' Runouts 1' and Less t.25' to 2.0' 2.5' to 4" Heating Systems Low pressureFl'e mperat~ re 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-20(] 0.5 1.0 1 .(] 1.5 Steam Condensate (for feed water) Any 1.0 1.0 1.5 2.0 Ceollng Systems Chilled Water, Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 t .5 NOTES TO FIELD: (Building Department Use Only) Proje~ ~lle: Job~_Ser.# 30587_000 RepQrt date: 11/25/09 Data fllename: O:~REScheck 30000-30ggg~30687.rck Page 5 of 5 ier Builders MWFRS Calculation The Calculations Summary is on page 4 through WFCM Engineered provision is referenced for uplift only Shear values for lateral wind end seismic (if applicable) are derived using WoodWorks® soltwere produced by AF&PA and CWC. See the attached plan for overturning hold down values and drag strut ! collector requirements. Building Description 1st Story L~ 73.1 Wall Hh d. 8 Diaphram Aspect Ratio 2.7 Ref. WFCM 01, ASCE 705 Wind Design Speed 120 Pitch ?112 12 Joist + Shealhing Depth in. 10 Truss Spacing o,c, in, 16 Assumed Feundalion Ht 2 Diaphragm Span W 27.5 Mean Rcof Height 17.7 Diaphragml L 73.1 C~a,H Adjust. Factor 1.25 Building Aspect Ratio 2.7 Stud Spacing o.c. 16 Engineers ¢erliflcatio~seal applies 0nly to factory manufactured portions of this buikling. Certification/seal does not apply to site installed elements or portions fluitt on site Suc~ as, but not limited to; foundalio[t, exlerior steps, or oilier site work Site wink must be designed by ethei's for site ~conditlons, under local judsdi~tion. Page 1 of 14 Copyright © 2009 Weden Engineering Solutions, Inc. Premier Builders 30687 WFCM Applicability Limitations Mean Roof Height (MRH) ~; 33ft OK OK OK OK OK OK WFCM is used for uplift or~ly, See WoodWorks data attached for shear wall analysis arid desigr~ OK OK OK OK Copyright ~) 2009 Ref. WFCM 01. ASCE 7~5 Page 2 of 14 Welion Engineering Solutions, Inc. Premier Builders 30687 Sample Fastener Values Assume SPF Framing for modular G=0,30, and SYP or DF Sill Plates. For all Simpson and USP products, it is the responsibility of the manufacturer to check with the lafost manufacturers catalogue for the latest allowable vetoes, Values given herin, are ~or sample reference only to show fastener lype. Truss to top plate straps Z - Lbs. Shear Plate/Angles Simpson H2.5 305 Simpson LTP5 Simpson H10 850 Simpson ~2.3 Steel Tension Straps Nailed Straps 1.5"x26 ga. Steel Strap wi(5) 0,131' x f.5' Nails Each End 495 1.5"x22 ga. Steel Strap wi(6) 0.131' x 1.5' Nails Each End 033 1.5"x2.0 ga. Steel Strap wi(g) 0.131' x 1.5' Nails Each Ehe 1013 1- Simpson LSTA21 Strap tie fastend Per Simpson Recommendation 1235 1- Simpsaa LSTA36 Strap tie fasfond Per Simpson Recommendation 1640 1- Simpson MSTA36 Strap tie fastened per Simpson Recommendatio 2050 1- Simpson MSTC28 Strap tie fastened per Simpson Recommendatle 2980 l~impson MSTC40 Strap tie fastened per Simpson Recommengatio~ 4305 2~impson MSTC40 Strap tie fastened per Simpson Recommendstlo~ 8610 Stapled Straps 1.5"x26 ga, Sleel Strap w/(9) 15 ga x 1.5" leg Staples Each End 535 1.5"x22 ga, Steel Strap w/(15) 16 ga x 1.5' leg Staples Each End 891 1.5"x20 ga. Steel Strap w/(17) 16 ga x 1,5' leg Slaplas Each End 1069 (2)-1.5'x22 ga, Steel Strap wi(30) 16ga x1.5' leg S fopies Each End 1782 (2)-1.5'x20 ga. Steel Strap w/(34) 16ga xi,5' leg Staples Each End 2138 (2)-1,5"x15 ga, Steel Strap w/(34) 15ga xl.5' leg Staples Each End 2852 (3)-1.5x20ga. Steel Strap w/(52) 15ga x 1,5" lag Staples Each End 3207 Foundation Hold down Straps Assume 8" mtn concrete wall with 1.5" mtn edge disfance, mtn,Fo = 2500psi, SFP~2 studs Simpson LSTHDSRJ 1825 Simpson STHD 10RJ 3730 Simpson STHD14RJ 5025 Simpson (2)-STHD14RJ 10050 Bo0s and Nails all at 1.6 wind CD factor Based on G=0.42, single shear values 1/2' diameter bolt 1/2' diamefar Anchor sag with SYP Sill 5/8" diamefar Anchor Salt with SYP Sill 114" dlame far Lag Screw 0.131"x3" nail (Face Nail) Lateral Single Shear 0.131'x3" nail (Toe Nail) Lateral Single Shear 0.131'x3' nail (End Nail) LaleraJ Single Shear 0.152°x3.5"(16d) nail (Face Nail) Lateral Single Shear O.152'x3.0'(16d) nail (Toe Nail) Lateral Single Shear 725 1088 1552 320 115 95 77 202 168 USP Straps ( nailed per USP Instructions) RS150 160 Straight Strap w/(10) led aails RS250 200 Straight Strap wi(10) 10d nails RS300 220 Straight Strap wi(10) 10d nails HTW20 140 Twist Strap (20" long) W(24) 10d nails MTW12 160 Twist Strap (12' long) W(14) 10d nails LFTA6 160 Twisl Strap (10' long) w(14) 10d nails MIW20 160 Twist Strap (24" long) w(14) 10d nails LSTA9 200 Straight Strap (9" long) w(§) 1 Od naila LSTA12 200 Straight Strap (12" Ig)w(10) 10d naits LSTA15 200 Slraight Strap (15" Ig) w(12) t0d nails LSTA10 200 Straight Slrap (15" Ig) w(14) tod nails LSTA21 200 Slraighl Strap (21" Ig) w(16) 10d nails LSTA24 200 Straight Strap (24" ig) w(16) 10d nails LSTA30 150 Slraighl Strap (30" Ig) w(22) 10d nails MSTA18 180 Straighl Strap (18" Igl w(14) 10d nails MSTA24 100 Straighl Strap (24' Ig) w(18) 10d nails YI16" OSB with 2"x16 ga staples 6-addi0onal per stud and 6~a Z-Lbs. 510 565 1275 755 625 1325 1030 1030 1030 635 795 050 060 980 980 1305 1130 1455 360 Copyright © 2009 Ref. WFCM 01, ASCE 7-05 Page 3 of 14 W allan Engineering Solutions, Inc. Premier Builders Shearwall and Connection Summary See Below For Calculations Shearwalls See Woodworks Design Wall Groups and Key Plans Connections (Fasteners with equivalenl rated values may be substituted) Uptiff (Ali connections are per stud or truss unless noted) Truss ~ie Down Exterior 1.5'x22 ga. Steel Strap wi(E) 0.131" x 1.5" Nails Each En(J Truss Intedor tie down , and internal buss connections ~ra to be made in accordance with the ce~tJfied truss manufacturers instructions Top plate to stud 1.5"x22 ga. Steel Strap wi(6) 0.131' x 1,5" Nails Each End For sheathing In place of straps ~D=1.6 Fasteners required ~n addition fa shear wall fasteners Sheathing lo ovedap min. 4' onto perlrnefars with 7/16" osb or plywood Let value.~16gax2"x;r/1§"cr~vn staple 58 lbs each truss La{ value/0.113~2.5"nail 82 lbs 1.5"x15 ga 7/16 crwn stple ea bay/etd 11 Stp[/bay/Stud Copyright © 20{)g Ref, WFCM 01, ASCE ?~)5 Page 4 of 14 Wallen Engineering Solutions. Inc. Premier Builders 30687 Shearwall Fastening Design for Longitudinal Shear (See Woodworks Data for Wall Line Identification and Load ^na]ysis) 0.131 'x3" nail (Toe Nail) La[emi Single Shear Z = 95 Lbs 0.131'x3" nail (Face Nail) Lateral Single Shear Z = 115 Lbs Sample calc, (procedure for other lines is similar): Required = V(IbsyZ/L bet plate = 3386.6/95/24 = Spacing = 12/Required = 17./1.48 = 1.49 par foot 6 inches o.c. max spacing Toe Nail oc Face Nail Dc max Spacing (in) = 6.6 8 V Lat. Cont. Wall Uae ID, Story = 2. 1 V (lbs) = 12036 Wall Line ID, Story = 3, I V (lbs) = 14178 Wall Line ID, Story = 4, I V (lbs) = 5508 L~ ,~ (it) = 24 max Spacing (in) = 4.9 6 Wall Line ID, Story = B, 1 V (lbs) = 5661 L~ ,~, (fl) = 49 max Spacing (in) = 6.6 8 V Lat. Cont. Wall Line ID, Story = C, I V (lbs) = 4916 Copyright ~) 20Dg Ref. WFCM 01, ASCE 7-95 Page 5 of 14 W allea Engineering Solutions, Inc. 30697 Collector Design for Shear Connection to Top of Shear Wall (See Woodworks Da~a for Well Collector {Drag St~ut) Identification and Load Analysis) Module to Module Connection Ceilfog Rated for V(Ibs) Collector - Shear Wall Sample calc, (procedure for other lines is similar): For Collector Fastening: Wall to Ceillea Or Wall to Roof DiaDhream. and/or Ceilinn to Floor Diaahmom See Longiludleal Fastening in previous section, For Fastening of Collecfor Between Modules Provide Fastener for Value of V (lbs) Below Module to module collector connections, use Simpson HTr22, or HHDQ type used horizontally and connected with threaded rod or bolts, Substitutions of dfiferent brands of equal iype and capacity may be mode. Tension Member f~(psi)=P/Anet= 3960110,975 = 3§4.1 psi OK<560 F ~' = F~CeCF = 350 psi (1,9)(1.0) = 560 Collector Line ID, Story -- Ce1 V (Ihs) = 3960 1-2x8 spfs A net (ia')= 10.875 F r' (psi) = 560 f t (psi) = 364,1 OK < 590 Collector Line ID, Sfory: CO2 V (lbs) = 5357 1-2x8 spfs A net {in~)= 10.875 F [' (psi) = 500 f ~ (psi) = 492.6 OK < 560 s for Copyright © 2009 Ref. WFCM 01, ASCE 7-05 Page 6 of 14 Wallen Engineering Bolutlens, Inc. Premier Builders 30687 Sill to Foundation Analysis and Design for Longitudinal Shear Sample calc, (procedure ~or other lines is similar): 1/2' diameter Anchor Bolt Z = 725 Lbs Required = VIZ = 5094.9/725 = 8 Salts Spacing = (Lsill-2)/(Required - 1) = (25 - 2) / (8 - 1) = OR 5/8" diameter Anchor SO8 Z = 1088 Lbs Required = VIZ = 5094.5/1088 = 5 Bolts Spacing = (Lsill-2}/(Required - 1) = (25 - 2) / (5 - 1) = Wall Line ID Above Sill = 1, I Bill Length {B] = 25 V line = 5095 Wa~l Line ID Above Sill = 2, I Sill Length (it) = 27 V line = 18054 Wall Line ID Above Sill = 3, I Sill Length (fl) = 27 V line = 21267 Wall Line ID Above Sill = 4, I Sill Length (fi) = 25 V line = 8262 Wall Line ID Above Sill = B, 1 Sill Length (it) = 54 V line = 8492 Wall Line ID Above Sill = C, I gill Length (fi) = 70 V line = 7375 3.2 It o.c. max spacing 5,7 It o,c, max spacing Anchor Bolt~ begin mia 4", max 12" fTom exterior of wall corner. 1/2' max Spacing (fi) = 5/8' max Spacing (it) = 1/2' max Spacing (fi) = 5/8' max Spacing (fi) = 1/2' max Spacing (fi) = 5/8' max Spacing (fi) = 1/2' max Spacing (fi) = 5/8' max Spacing (It) = 1/2' max Spacing (ft) = 5/8' max Spacing (fl) = 112' max Spacing (fi) = 5/8' max Spacing (It) = 3.8 fro.c, max spacing 0 It o,c, mN spacJag 1.6 ft o.c. max spacing 0.8 ~ o.c. max spacing 2.2 ffo.c, max spacing 3.4 ff o.c. max spacing 4.8 ff o.c. max spacing 6 g a.c. max spacing 6 g o.c. max spacing 8 fr o.c. max spacing Copyright © 2009 Ref. WFCM 01, ASCE 7-05 Page 7 of 14 Wallen Engineering Solutions, Inc. Premier Builders 30687 11 ~20~2009 Floor Diaphragm Continuity Flrlt Story Module to Module at Floor and Roof/Ceiling Perimeter .edorrg Mate Line 112" bolt quand[y requirements = 16 minimum Module to Module at Floor and RooFCeiling Perimeter Along Mate Line, and at wan lop plate splices when plates are used as chorM members. 2-Simpson MSTC40 Strap tie fastened per Simpson Recommendation Where double top plale is used, a nailed splice of equivalent va~ue may be used. Special Requirements Floor diaphragm~ min. 5/8" structural sheathing nailed 4" c.c. edges, 8" o.c. field with 10d nails unless pane[ manufacture¢ requires closer spacing Roof diaphragms min. 7/16" struclural sheathing nailed 4" o.c. eqges, 8' o.c. field with 8d nails unless panel manufacturer requires c~oser spacing Fasten dormer trusses lo eqrmer studs, and studs to roof with same strap as main reef Uplift analysis for open porch roof Provide Joist connection in overhang area for 916 fas/truss-raft uplift Provide beam at both ends of Truss/Rafter for 458 plf uplift Provide column to foundation and connection to balm for 4123 lbs uplift Copyflght © 2009 Ref. WFCM 01, A$CE 7-05 Page 8 of 14 Wallen Engineering Solutions, Inc. Premier Builders 30687 Uplift Load A~alysis and Connection Design Design Data Roof &Ceiling Dead Load (DLR) 10 psf Wall Dead Load (DLW) 4 psf Floor Dead Load (DLF) 10 psf Ceiling only DL (DLC) 5 psf Roof Span 27.5 tt Truss Spacing (TOC) 16 in Wall Stud Spacing (SOC) 16 in First Story Height HI 8 ~t 447.175 PLF Truss Tie Down Load and Design P., = (WUp)(TOC) Pu, = 447.775'16 (1fg12in) 1.5"~22 ga. Steel Strap wt(6) 0.131" x 1.5" Nails Each End each truss Or Connection to proviPe 597 Lbs. tension Sidewall Stud Tiodown Load and Design Top Story Top Plate to Stud P~ = ( Wup)(SOC} = 447.775 * 16in(ltl/12in) = 597 First Floor Stud Io Floor Perimeter P~.b =Plst - 0.6(WDL)H1 (SOC) = 597-(0.6)(4)(8)(16/12} = 1.5"x22 ga. Steel Strap wi(6) 0.131" x 1.5" Nails Each E~d Or Connection to provide 597 Lbs. tension Lbs 571.4 Lbs Copyright © 2009 Roi. WFCM 01, ASCE 7-05 Page 9 of 14 W allen Engineering Solugons, Inc. Premier Builders Side Wall First Floor Perimeter to Sill Ttedown Load and Design Sh~ewall Upli~ a~ Sill W=a = {Plsb/SOC) - 0.6'(DLF)'(W 1/4) = 571.4 (12/16) -0.6(10)(27.5/4) = Anchor Bolt Strap Tie Down Load 1/2" Anchor Bolt Spacing (BOC)= 64 in. max Pim = Wsill(DOC) = 387.3(54/12) = 2055.6 Lbs 1- Simpson MSTC28 Strap 0e fasteaed per Simpson Recommendation Wrap un,er sill at each Anchor Dolt Location Or Connection to provide 2065.6 Lbs. tension Perimeter Beam Bending Check M,a ~- W.a(BOC)'= 387.3((64/12)^2) 18 1377.1 fi-lb SPF # 2 F,' = FbCDCF = 875(1.6)(1.2) = 1680 psi Mber Size S~ in" 2 - 2x10 42.8 Ma~ = F~'S,~ = 1680{42.8)/12 5992 fi-lb Ceiling Diaphragm Lateral Load Wlnd lto ridge From WFCM 2001 Table 2.5A Roof Pitch Table Span 12/12 [36 24 Interpolated Span/Load (W;m~) = 27.5 (W,~)' = WroofJ~CMRH)(CWH) = (298.7)(1.25)(1) Table Load Perpendicular ~ Ridge 273 PLF ] 361 PLF I 298.7 PLF j 373.4 PLF Wind to ridge From WFCM 2001 Table 2.5B Ta~e Span [ 35 interpolated Span/Load (Wr~,) = 27.5 (W~r,,)' = Wmef (CMRH)(CWH) = (178.?)(1.25)(1) = Table Load Perpendicularto R~dge 166 PLF ] 213 PLF 179,7 PLF J 224,6 PLF 387.3 pll Copyright © 2009 Ref. WFCM 01, ASCE 7-05 Page 10 of 14 W allen Engineering Solutions, Inc. Premier Builders 3068? Floor Diaphragm Lateral Load Wind J- to ridge From WFCM 2091 Tabte 2.5A Wind load J- ridge = [ 339 (W~,~.') = WfloorJ~CMRH)(CWH} = (338)(1.25)(1) = PLF Truss to Top Plate P~,,, = (Wwair)(TOC] = 165(16/12) = 220 Lbs Z = 95 Lbs 0.131 'x3" nail (Toe Nail) Lalaral Single Shear Required = P~rdss/Z = 220195 = Top Plate to Plate Spp = Z(12/Wwalr) = 115(12/165) = 8 Z = 115 Lbs 0.131"x3" nail (Face Nail) Lateral Single Shear 8 "o.c. Plate to Stud P.~ = Wwalr(Soc) = 165(16/12) = 220 3 - 0.131"x3" nail (Toe Nail) Lateral Single Shear Per Truss 3 - 0,131'x3" nail (End Nail) Laleral Single Sheer Per Stud Copyright G 2009 Reft WFCM 01, ASCE 7-05 Page 11 of 14 Wallen Engineering Solutions, Inc, Premier Builders 30687 Diaphragm Fastening Design First Story Horizontal Diaphragm Requirements and Design for Continuity Male Lane Through Bol{ Requirements al Floor Perimeler (Based or~ Deep Beam Shear) V~ = (314)(WfloorJ-')(L/2) = (3/4)(422.5}(73.112) Zbog= 1/2" bolt quantity requiremerds = VfloorlZ = 11552/725 ~ 11582 Lbs 725 Lbs/bolt 16 bolta required Module to Module at Floor and Roo11Ceiling Perimeter Along Male Line, and al wall top p~ate splices when plates are used as chord members. (Based on Chord Continuity) Chord Tension (Tc) = (3/4)(W[IoorJ-'){L^2/8)fW = (3/4)(422.5)(73.1^2/8)/27.5 = T696,6 Lbs 2-Simpson MSTC40 Strap tie lastened per Simpson Recommendation Or Connection to provide 7597 Lbs. tension Copyright © 2009 Ref. WFCM 01, ASCE 705 Page 12 of 14 W allen Engineering Solutions, Inc, Premier Builders 30687 Corner Stud Connection for Worst Case Hold Down First Story Cornar Stud Connection for Worst Case Hold Down Max Upl9t from Overturning = 5900 Lbs 0.13t"x3" nail (Face Nail) Lateral Singio Shear Z = 115 Lbs Required = UEZ = 5900/115 = 52 - 0.131'x3' ~ail (Face Nail) Lateral Single Shear Spacir~ for (3) rows Nails = 3(12)(Ht-,375)Z/IJI = 3(12)(7.625)(115)/5900 = 5 3/8 in o.c, OR 1/4" diameter Lag Screw Z = Required = U[/Z = 5900/320 = 320 Lbs 1 g - 1/4" diameler Lag Screws equa#y spaced Copyright © 2000 Ref. WFCM 01, ASCE 7-05 Page 13 of 14 W allen Engineering Solutions, Inc. Premier Builders Uplift analysis for open porch roof Loa(J from ASCE-? 92 psf Tdl) 5 fl Truss/Rafter Spacing 2 fl Tress/Rafter Load on beam 916 lbs/truss Copyright © 2009 Ref. WFCM 01, ASCE 7-05 Page 14 of 14 W ellen Engineerir~ Solutions. Inc. WoodWorks® Shearwalls SOFTWARE FOR WOOD DESIGN 30687-W.wsw Level I of I WoodWorks~ Shearwalls Nov. 20, 2009 15:56:54 C-2 C-3 ^-1 //~ Legend: Collector per MWFRS ' I" I I" I I" I I · I Collecto~ Connection per MWFR$ ~ Hold Down Beam ........ Engineers certifical~¥seal applies only to factory manufactured pot t~ons of this building. Certifmat~on/seal does not apply to site installed elements or portions built on s~te such as, but not limited to; loundatios, sxte,ior steps, or other sits work. Site work must be designed by others for site conditions, under local iudsd MATERIALS b WALL GROUP Wa~l Sheathing [in] Fasteners Spcg [in] Framing Members tin] Apply Grp Surf Material Thick Orient Size Type Edg Fid Blkg Species G Spc Notes 1 Ext Struc~ Sh~hg 7/1~ V~rt ~,,d Nail 4 6 yes S-P-F 0.42 16 2 1 St-~uct Shtkg 7/i~ V~rt Sd Nail 3 6 yes S-piF 0.42 !6 Grp - Wall Design Group; Surf- Exterior or inte~for surface of exterior wall; Spcg - Edge or field nail spacing; B/kg - Blocked; G - Specific g/avify; Spc- Wall stud spacing WoodWorks® Shearwalls SOFTWARE FOR WOOD DESIGN 30687-W.wsr COMPANY AND PROJECT INFORMATION Company WoodWorks® Shearwalls Project Information Nov. 20, 2009 16:14:42 Pr~ect Premier Homes Muncy, PA 30687 DESIGN SETI'INGS Design Code Wind Standard Seismic Standard AY&PA AWC 2005 SDPWS ASCE 7-02 Ail heights ASCE 7-02 Wind Capacity Increase Load Combinations Building Code Capacity Reduction Shear C&C Panels Wind Seismic 1.40 1.00 Wind 1.00 1.00 Nail Withdrawal Modification Max Shearwa[I Offset [ft] Duration Temperature Moisture Content Plan Elevation Factor Range Fabrication Service (within story) (between stories) 2.00 - Maximum Height-to-width Ratio Plywood Fiberboard Lumber Gypsum Wind Seismic Wind Seismic Blocked Unblocked 3.5 - - - Shearwall Relative Rigidity: Designed capacity using flexible distribution Hold,own Forces: Based on applied shearline force Seismic Materials: - Case 2 rigid diaphragm load distribution: 75% loads, torsional moment SITE INFORMATION IBC Occupancy ASCE 7 Equivalent Category II - All others - Wind Seismic ASCE 7-02 General analytic method for all bldgs - Design Wind Speed 120mph Use Group Exposure E×posu=e C Design Category Enclosure Enclosed Site Profile Class Topographic Information ifil Shape Height Length Site Location: - Hurricane prone region Spectral Response Acceleration S1: - Ss: - Fundamental Period E-W N-S T Used Approximate Ta Maximum T Response Factor R WoodWorks® Shearwalls 30687-W.wsr Nov. 20, 2009 16:14:42 Structural Data STORY INFORMATION Story Elev [ft] Ceiling 11.50 Level 1 3.0 0 LFoundat on 2. O0 Floor/Ceiling Depth [in] Wall Height [ft] 8.00 BLOCK and ROOF INFORMATION Block Dimensions [ft] Block 1 Location X,Y = Extent X,Y = Ridge Y Location, Offset Ridge Elevation, Height Block 2 Location X,Y = Extent X,Y = Ridge Y Location, Offset Ridge Elevation, Height Block 3 Location X,Y = Extent X,Y = Ridge Y Location, Offset Ridge Elevation, Height 1 Story E-W Ridge 0.00 0.00 36°00 27.50 14.00 0.00 25.50 14.00 Roof Panels Face Type Slope Overhang[fi] No~h Side 45.0 1.00 South Side 45.0 1.00 East Gable 90.0 1.00 West Gable 90.0 1.00 1 Story E-W Ridge 36.00 1.0O North Side 45.0 1.00 23.00 25.00 South Side 45.0 1.00 14.00 0.0o East Gable 90.0 1.00 24.50 12.50 West Joined 90.0 1.00 1 Story E-W Ridge 14.00 25.00 14.00 0.00 24.50 12.50 No~h Side 45.0 1.00 South Side 45.0 1.00 East Joined 90.0 1.00 West Gable 90.0 1.00 2 WoodWorks® Shearwalls 30687-W.wsr Nov. 20,2009 16:14:42 MATERIALS by WALL GROUP Wall Sheathing pn] Fasteners Spcg ~n] Framing Members [in] Apply Grp Su~ Material Thick OHent Size Type Ed9 Fid BIk9 Species G Spc Notes 1 Ext Struct Shthg 7/16 Vert 8d Nail 4 6 yes S-P-F 0.42 16 2 1 Struct Shthg 7/16 Vert 8d Nail 3 6 yes S-P-F 0.42 16 Grp - Wall Design Group; Surf - Exledor or intedor surface of extedor wall; Spcg - Edge or field nail spacing; Blkg - Blocked; G - Specific gravity; Spc - Wall stud spacing 3 WoodWorks® Shearwalls 30687-W.wsr Nov. 20, 2009 16:14:42 SHEARLINE, WALL and OPENING DIMENSIONS NoAh-South Type Wall Location Extent [fl] Length FHS Height Sheaflines Group(s) X Ifil Sta~ End [~] [~] [fi] Line 1 Level 1 Line 1~ Level 1 Prf 1 -14.00 1.17 26.33 25.17 19.50 8.00 Wall 1-1 Prf 1 -14.00 1.17 26.33 25.17 19.50 Opening 1 3.50 6.33 2.83 4.67 Opening 2 14.00 16.83 2.83 4.67 Line 2 Level 1 Line 2, Level 1 Prf 2 0.00 1.17 26.33 25.17 22.17 8.00 Wall 2-3 Prf 2 0.00 1.17 26.33 25.17 22.17 Opening 1 10.17 13.17 3.00 6.92 Wall 2-4 NSW 0.00 26.33 27.50 1.17 0.00 Wall 2-1 NSW 0.00 -5.33 0.00 5.33 5.33 Wall 2-2 NSW 0.00 0.00 1.17 1.17 0.00 Line 3 Level 1 Line 3, Level 1 Prf 1 36.50 1.17 26.33 25.17 44.67 8.00 Wall 3-4 Prf 1 36.00 1.17 26.33 25.17 22.33 Opening 1 18.17 21.00 2.83 6.92 Wall 3-3 Prf 1 36.50 1.17 26.33 25.17 22.33 Opening 1 18.17 21.00 2.83 6.92 Wall 3-1 NSW 36.00 -5.33 0.00 5.33 5.33 Wall 3-5 NSW 36.00 26.33 27.50 1.17 0.00 Wall 3-2 NSW 36.00 0.00 1.17 1.17 0.00 Line 4 Level 1 Line 4, Level 1 Prf 1 59.00 1.17 26.33 25.17 25.17 8.00 Wall 4-1 Prf 1 59.00 1.17 26.33 25.17 25.17 East-West Type Wall LocaUon Extent [~] Length FHS Height Shearlines Group(s) Y [~] Sta~ End [~] [~] [~] Line A Level1 Line A, Level 1 NSW -5.50 0.00 36.00 36.00 0.00 8.00 Wall A-1 NSW -5.50 0.00 36.00 36.00 36.00 Line B Level 1 Line B, Level 1 Prf 1 0.50 -14.00 59.00 73.00 37.75 8.00 Wall B-2 Prf 1 0.00 0.00 36.00 36.00 19.25 Opening 1 2.67 5.50 2.83 4.67 Opening 2 9.17 12.00 2.83 4.67 Opening 3 15.25 20.67 5.42 6.92 Opening 4 23.83 26.67 2.83 4.67 Opening 5 30.33 33.17. 2.83 4.67 Wall B-3 Prf 1 1.00 36.00 59.00 23.00 7.33 Opening 1 39.67 55.33 15.67 7.00 Wall B-1 Prf 1 1.00 -14.00 0.00 14.00 11.17 Opening 1 -8.42 -5.58 2.83 4.67 Line C Level1 Line C, Level 1 Prf 1 27.00 -14.00 59.00 73.00 50.33 8.00 Wall C-1 Prf 1 26.50 -14.00 0.00 14.00 9.83 Opening 1 -4.17 -1.67 2.50 4.67 Wall C-3 Prf 1 26.50 36.00 59.00 23.00 17.67 Opening 1 38.17 41.33 3.17 6.92 Wall C-2 Prf 1 27.50 0.00 36.00 36.00 22.83 Opening 1 3.33 11.33 8.00 6.92 Opening 2 20.25 22.92 2.67 4.67 Opening 3 30.67 33.17 2.50 4.67 Type - Seg = segmented, prf = perforated, NSW = non-shearvvall; Location - dimension perp. to wall; FHS - length of full-height sheathing; Wall Group(s) - refer to Materials by Wall Group table, refer to Shear Results tables for each design case if more than one group 4 WoodWorks® Shearwalls 30687-W.wsr Nov. 20, 2009 16:14:42 Loads WIND SHEAR LOADS (overlapping loads combined) Level 1 Magnitude TAb Block F Element Load Wnd Surf Prof Location [fi] ~bs,p~psf] Ht Case Dir Dir Sta~ End Sta~ End [~] Accum. W 2 W->E Wind Line 1.00 14.80 81.8 256.7 Accum. W 1 W->E Wind Line 1.00 14.00 109.0 342.3 Accum. W 1 W->E Wind Line 14.00 26.50 342.3 109,0 Accum. W 2 W->E Wind Line 14.00 26.50 256.7 81.8 Accum. W 1 W->E Wind Line 26.50 27.50 109.0 87.4 Accum. W 2 W->E Wind Line 26,50 27.50 81.8 65.6 Accum. E 2 W->E Lee Line 1.00 14.00 51.6 162.4 Accum. E 1 W->E Lee Line 1.00 14.00 68.8 216.6 Accum. E 2 W->E Lee Line 14.00 26.50 162.4 51.6 Accum. E 1 W->E Lee Line 14.00 26,50 216.6 68.8 Accum. E 2 W->E Lee Line 26.50 27.50 46.6 37.6 Accum. E 1 W->E Lee Line 26.50 27.50 62.2 50.1 Accum. W 2 E->W Lee Line 1.00 14.00 51.6 162.4 Accum. W 1 E->W Lee Line 1.00 14.00 68.8 216.6 Accum. W 1 E->W Lee Line 14.00 26.50 216.6 68,8 Accum. W 2 E->W Lee Line 14.00 26.50 162.4 51,6 Accum. W 2 E->W Lee Line 26.50 27.50 46.6 37.6 Accum. W 1 E->W Lee Line 26.50 27.50 62.2 50.1 Accum. E 1 E->W Wind Line 1,00 14.00 109.0 342.3 Accura. E 2 E->W Wind Line 1.00 14.00 81.8 256,7 Accum. E 1 E->W Wind Line 14.00 26.50 342.3 109.0 Accum. E 2 E->W Wind Line 14.00 26,50 256.7 81.8 Accum. E 1 E->W Wind Line 26.50 27.50 109.0 87.4 Accum. E 2 E->W Wind Line 26.50 27.50 81.8 65.6 Accum. S 1 S->N Wind Line -1.00 0.00 223,1 Accum. S 2 S->N Wind Line -1.00 0.00 167.4 Accum. S 2 S->N Wind Line 0.00 36.00 161.1 Accum. S 1 S->N Wind Line 0.00 36.00 214.8 Accum. ~ S 2 S->N Wind Line 36.00 37.00 167.4 Accum. S 1 S->N Wind Line 36.00 37.00 223.1 Accum. S 1 S->N Wind Line 37.00 59.00 201.4 Accum. S 2 S->N Wind Line 37.00 59.00 151.0 Accum. N 1 S->N Lee Line -1,00 0.00 262.0 Accum. N 2 S->N Lee Line -1.00 0.00 196.5 Accum. N 1 S->N Lee Line 0.00 36.00 266,4 Accum. N 2 S->N Lee Line 0.00 36.00 199.8 Accum. N 2 S->N Lee Line 36.00 37.00 208.4 Accum. N 1 S->N Lee Line 36.00 37.00 277.9 Accum. N 2 S->N Lee Line 37.00 59.00 184.5 Accum. N 1 S->N Lee Line 37.00 59.00 246.0 Accum. S 1 N->S Lee Line -1.00 0.00 262.0 Accum. S 2 N->S Lee Line -1.00 0.00 196.5 Accum. S 2 N->S Lee Line 0.00 36.00 199.8 Accum. S 1 N->S Lee Line 0.00 36.00 266.4 Accum. S 2 N->S Lee Line 36,00 37.00 208.4 Accum. S 1 N->S Lee Line 36.00 37.00 277.9 Accum. S 2 N->S Lee Line 37.00 59.00 184,5 Accum. S 1 N->S Lee Line 37.00 59,00 246.0 Accum. N 1 N->S Wind Line -1.00 0.00 223.1 Accum. N 2 N->S Wind Line -1.00 0.00 167.4 Accum. N 1 N->S Wind Line 0.00 36.00 214.8 Accum. N 2 N->S Wind Line 0.00 36.00 161.1 Accum. N 1 N->S Wind Line 36.00 37.00 223.1 Accum. N 2 N->S Wind Line 36.00 37,00 167.4 Accum. N 1 N->S Wind Line 37.00 59,00 201.4 Accum. N 2 N->S Wind Line 37.00 59.00 151.0 Block 1 W 2 W->E Wind Line -5.50 0.00 65.6 Block 1 W 1 W->E Wind Line -5.50 0.00 87.4 Block 1 W 1 W->E Wind Line 0.00 1.00 87.4 109.0 Block 1 W 2 W->E Wind Line 0.00 1.00 65.6 81.8 WoodWorks® Shearwalls 30687-W.wsr Nov. 20, 2009 t6:14:42 WIND SHEAR LOADS (ovedapping loads combined) continued) Block 1 E Block 1 E Block 1 E Block 1 E Block 1 W Block 1 W Block 1 W Block 1 W Block 1 E Block 1 E Block 1 E Block 1 E Block 2 S Block 2 S Block 2 N Block 2 N Block 2 S Block 2 S Block 2 N Block 2 N Block 3 S Block 3 S Block 3 S Block 3 S Block 3 N Block 3 N Block 3 N Block 3 N Block 3 S Block 3 S Block 3 S Block 3 S Block 3 N Block 3 N Block 3 N Block 3 N 2 W->E 2 W->E 2 E->W 2 E->W 2 E->W 2 E->W 2 S->N 2 S->N 2 N->S 2 N->S 2 S->N 2 S->N 2 S->N 2 S->N 2 N->S 2 N->S 2 N->S 2 N->S Lee Line Lee Line Lee Line Lee Line Lee Line Lee Line Lee Line Lee Line Wind Line Wind Line Wind Line Wind Line Wind Line Wind Line Lee Line Lee Line Lee Line Lee Line Wind Line Wind Line Wind Line Wind Line Wind Line Wind Line Lee Line Lee Line Lee Line Lee Line Lee Line Lee Line Lee Line Lee Line Wind Line Wind Line Wind Line Wind Line -5.50 0.00 37.6 -5.50 0.00 50.1 0.00 1.00 50.1 62.2 0,00 1,00 37.6 46.6 -5.50 0.00 37.6 -5.50 0.00 50.1 0.00 1.00 50.1 62.2 0.00 1.00 37.6 46.6 -5.50 0.00 65.6 -5.50 0.00 87.4 0.00 1.00 87.4 109.0 0.00 1.00 65.6 81,8 59.00 60.00 85.5 59.00 60.00 114.0 59.00 60.00 143.5 59.00 60,00 191.4 59.00 60.00 143.5 59.00 60.00 191.4 59.00 60.00 85.5 59.00 60,00 114.0 -15.00 -14.00 85.5 -15.00 -14.00 114.0 -14.00 -1.00 151.0 -14.00 -1.00 201.4 -15.00 -14.00 143.5 -15.00 -14.00 191.4 -14.00 -1.00 230.0 -14.00 -1.00 172.5 -15.00 -14.00 143,5 -15.00 -14.00 191.4 -14.00 -1.00 230.0 -14.00 -1.00 172.5 -15.00 -14.00 85.5 -15.00 -14.00 114.0 -14.00 -1.00 201.4 -14.00 -1.00 151.0 Block - Block used in load generation, Accum. = leads from one block combined with another, Manual = user-entered loads (so no block); F - Building face (north, south, east or west); Element - building surface on which loads generated or entered; Load Case - ASCE 7 All heights Case 1 or 2, ASCE 7 Iow rfse T = Transverse, L = Longitudinal; Surf Dir - Windward or leeward side of the building; Prof - Profile (distribution); Location - start and end points on building element; Magnitude - Start = intensity of uniform and point loads or leftmost intensity of trapezoidal load, end = ~ght intensily of trap load; Trib Ht - Trfbutary height of user-applied ama loads only WoodWorks® Shearwalls 30667-W. wsr Nov. 20, 2009 16:14:42 Flexible Diaphragm Wind Design SHEAR RESULTS North-South W For Shear Force [plf] Allowable Shear [plf] CHt. Shearlines Gp Dir Ld. Case V Jibs] V/L V/FHS Int Ext Co C Total V [lbs] Rasp. Line 1 Level 1 Lnl, Levl 1 Both 1 3327 132.2 170.6 490 0.86 S 419 8175 0.41 Line 2 Ln2, Levl 2 Both 1 11792 468.5 532.0 630 0.84 S 529 11735 1.00 Line 3 Ln3, Levl 1 Both t 13854 550.5 310.2 490 0.85 S 415 18557 0.75 Wall 3-4 t Both 1 6927 - 310.2 490 0.85 415 9279 0.75 Wall 3-3 1 Both 1 6927 - 310.2 490 0.85 415 9279 0.75 Line 4 Ln4, Levl 1 Both 1 5395 214.4 214.4 490 1.00 S 490 12332 0.44 East-West W For Shear Force [plf] Allowable Shear [plf] Crit. Sheadines Gp Dir Ld. Case V Jibs] VIL VIFHS Int Ext Co C Total V [lbs] Reap. Line B Level 1 LnB, Levl 1 Both 1 5549 76.0 198.8 490 0.47 S 233 11872 0.85 Wall B-2 1 Both 1 2830 131.5 490 0.57 281 5416 0.47 Wall B-3 1 Both 1 1078 108.7 490 0.47 233 1706 0.47 Wall B-1 1 Both 1 1641 198.8 490 0.87 425 4751 0.47 Line C LnC, Levi 1 Both 1 4816 66.0 114.9 490 0.63 S 310 20543 0.37 Wall C-1 1 Both 1 941 114.9 490 1.00 490 4818 0.23 Wall C-3 1 Both 1 1690 114.9 490 1.00 490 8657 0.23 Wall C-2 1 Both 1 2185 72.6 490 0.63 310 7068 0.23 W Grp - Wall group as listed in Mate~fals table For Dir- force direction, always "both'; H/W factor- Factor due to sheatwall height-to- width ratio far interfor and extedor wall sheathing; V- Factored shear force applied to entire line and amount taken by each wall; V/L - Diaphragm shear force = factored sheadine force divided by length of sheadine; Following values marked with * means that value for sheadine is the one for wall with critical design response on line; V/FHS* ~ Design shear force = factored shear force per unit full height sheathing, Iht* - Unit shear capacity of inte#or sheathing; Ext* - Unit shear capacity of extedor sheathing Co* - Perforation factoc C - Sheathing combination rule, A = Add capacities, S = Strongest side only, X = Strongest side or twice weakest; Total* - Combined unit shear capacity inc. perforation factor and H/VV factor;, V - Combined shear capacity of wall or total capacity of sheadine ; Crit Rasp* - Critical response = Vapp/FHS/Vcap = design shear force/unit shear capacity 7 WoodWorks® Shearwalls 30687-W.wsr Nov. 20, 2009 16:14:42 DRAGSTRUT AND HOLDDOWN FORCES Level I Tensile Line- Pos~on on Wall Location Ifil Holddown Force pbs] Dragst~ut Wall or Opening X Y Ld. Case Shear Dead Uplift Cmb'd Force Jibs] Line 1 1-1 Left Wall End -14.00 1.50 1 1596 1596 1-1 Right Wall End -14.00 26.00 1 1596 1596 1-1 Left Opening 1 -14,00 3.50 1 90 1-1 Right Opening 1 -14,00 6.50 1 285 1-1 Left Opening 2 -14.00 14.00 1 10 1-1 Right Opening 2 -14.00 17.00 1 365 Line 2 2-3 Left Wall End 0.00 1.50 1 5064 5864 2-3 Right Wall End 0.00 26,00 1 5064 5064 2-3 Left Wall End 0.00 1.00 1 3046 2-3 Right Wall End 0.00 26.50 1 3046 2-3 Left Opening 1 0.00 10.00 1 2475 2-3 Right Opening 1 0.00 13.00 1 3881 Line 3 3-4 Left Wall End 36.00 1.50 1 5853 5853 3-3 Right Wall End 36.00 26.00 1 5853 5853 3-4 Left Wall End 36,00 1.00 1 3578 3-4 Right Wall End 36.00 26.50 1 3578 3-4 Left Opening 1 36.00 18.00 1 2391 3-4 Right Opening 1 36.00 21.00 1 3951 Line 4 4-1 Left Wall End 59.00 1.50 1 1715 1715 4-1 Right Wall End 59,00 26.00 1 1715 1715 Line B B-1 Left Wall End -13.50 1.00 1 1832 1832 B-1 Right Wall End -0.00 1.00 1 1832 1832 B-2 Left Wall End 0.50 0.00 1 1832 1832 B-2 Right Wall End 35.50 0.00 1 1832 1832 B-3 Left Wall End 36.50 1.00 1 1832 1832 B-3 Right Wall End 59.00 1,00 1 1832 1832 B-2 Left Opening 1 2.50 0.00 1 767 B-2 Right Opening 1 5.50 0.00 1 551 B-2 Left Opening 2 9.00 0,00 1 811 B-2 Right Opening 2 12.00 0.00 1 596 B-2 Left Opening 3 15.50 0.00 1 827 B-2 Right Opening 3 20.50 0.00 1 415 B-2 Left Opening 4 24.00 0.00 1 640 B-2 Right Opening 4 26.50 0.00 1 424 B-2 Left Opening 5 30.50 0.00 1 685 B-2 Right Opening 5 33.00 0.00 1 469 B-3 Left Opening 1 39.50 1,00 1 931 B-3 Right Opening 1 55.50 1.00 1 260 B-1 Left Opening 1 -8.50 1.00 1 396 B-1 Right Opening 1 -5.50 1.00 1 181 tine C C-1 Left Wall End -13.50 26.50 1 919 919 C-1 Right Wall End -4.50 26.50 1 919 919 C-2 Left Wall End 0.50 27.50 1 919 919 C-2 Right Wall End 35.50 27.50 1 919 919 C-3 Left Wall End 41.50 26.50 1 919 919 C-3 Right Wall End 59.00 26.50 1 919 919 C-1 Left Opening 1 -4.00 26.50 1 292 C-3 Right Opening 1 41.50 26.50 1 525 C-2 Left Opening 1 3.50 27.50 1 116 C-2 Right Opening 1 11.50 27.50 1 411 C-2 Left Opening 2 20.50 27.50 1 147 C 2 Right Opening 2 23.00 27.50 1 322 C-2 Left Opening 3 30.50 27.50 1 92 C-2 Right Opening 3 33.00 27.50 1 257 Line-Wall - Sheadine for forces carded by vertical elements, wall for forces at wall or opening ends; Position...- Vert. element = column or strengthened studs req'dotherwise indicates stud location at wall end or opening;. Location - Co-ordinates in Plan View; Ld. Case - Results are for critical load case: ASCE 7 All heights Case 1 or 2, ASCE 7 Iow rise T = Transverse, L = Longitudinal; Shear - Factored WoodWorks® Shearwalls 30687-W. wsr Nov. 20, 2009 16:14:42 wind shear overturning component; Dead - Unfactored dead load resisting component* Up/fit - Up/fit wind load component; Cmb'd - Sum of factored overturning, dead and up/fit forces; Dragstrut Force - Factored drag strut force al opening headers and gaps in walls along sheadine Note: This table includes tension holddown forces only. Dead load contribution to combined force is factored by 0.60 load combination factor NYS Permit Submittal for 120 3s,q Hi,qh-Wind Job ~30687 11/10/09jk Builder: Customer: Turn Key Modular Homes, Inc. Grathwohl Name; 'Name: Site Address: XXXX Southold, NY 11971 Premier Builders, Div of Muncy Homes, Inc. 1567 PA Route 442 East PO Box 325 Muncy, PA 17756 Contact: Danyl Mincemoyer Premier Engineering Manager dmincemoyer~,premier-builders.com NY Approval Number. M 1387-02-070 Expiration Date: Dec 10, 2010 NYS Hiqh-Wind Submittal Inde~ I manufactured portions of t~is builciing. Certificatlon/~eal does Jnot apply to site installed elements or portions built on site Index: NY Design Specifications - Attachment - 1 Design Specifications- Attachment - 2 (1sty sw & mw opening hdrs) NYS "Notice of Approval" letter for system approval NYS 120 3sg Factory Shearwall and Connection Summary NY PE calculation summary NY PE calculations Fastener Cut Sheets REScheck Compliance Certificate & Checklist System Drawings Cover Sheet - la Floor plan(s) High-wind plan(s) Electrical plan(s) Foundation layout Elevation(s) Bldg Cross Section - 7_ Truss Manuf. Details Balance of system sheets that apply to this actual house - 2_ thru 10_ NY Desi.qn Specifications . Attachment-t 11/10/09 jk Home Ident. (Job No.): Site Location: 30687 Southold, NY 11971 Suffolk Co. Design Loads: Ground Snow Load: See floor plan Seismic Category: B Wind Speed: (3 Sec. gust) 120 Floor LL: (Liv'g / Sip'g) 40 / 30~ Floor DL: 10#. Applicable BIdg Codes: 2005 Residential Code of NYS NYS Energy Compliance Thru Rescheck 2002 NEC Occupancy Classification: Construction Type Classification: 1 Family Detached Wood Framed Unpmtectad Index of Adrift. Specific Dwgs: Floor Plan Foundation Electrical Plan (4)Elevations Tress Detail(s) References: Window/Door Schedules - System Dwgs. Sbt 3c Calc. Manual - 35145 GSL Desi§n Sidewall Studs - Pg 647 (35145 psf Manual) Mart. Wall Studs - P9 565 (35145 psf Manual) Floor Joist - P9 2 (35145 psf Manual) The plans and specifications of this permit set are derived from and consistent with the plans and specifications associated with the approval on file with the Dept. of State, which were approved on Feb 12th, 2009 under system #M1387-02-070 Attachment - 1 Desiqn Specifications - Attachment 2 45 Ground Snow - 24/26128 Wide - Cape. 12112 Exterior Header Schedule Symbol Header Max. Span Calc Ref A 3-2x4 SPF 2/1 4'-1" 651 B 3-2x6 SPF 2/1 6'-0" 651 C 3-2)(8 SPF 2./1 7'-7" 651 D 3-2x10 SPF 2/1 9'-3" 651 E 3-2x12 SPF 2/1 10'-9" 651 F 3-1.5"x5.5" LVL 7'-5" 652 G 3-1.5"x7.25" LVL 9~-9TM $52 FI 3-1.5"x9.25" LVL 12'-6" C~x52 I 3-1.5"x11.25" LVL 15'-3" 652 J 3-1.5"x16" LVL 16'-2" (3 col limited) (~52 Marr Wall Header/Beam Schedule Symbol Header t 2 3 4 5 6 7 Max, Span 2-2x4 SPF 2/1 5'-7" 2-2x6 SPF 2/1 8'-3" 2-2x8 SPF 2/1 10'-.6" 2-2x10 SPF 2/1 12'-10" 1-2x10 SPF 2/1 9'-1" 1-1.5"x9.25" LVL 12'-t1" 2-1.5"x9.25" LVL 16'-5" A~achme~-2 Calc Ref Col Studs 668 668 668 668 666 667 669 1 1 1 1 1 1 I 11/30/09 [~nginee~ cerbfirafion/sea~ applies only to facto~ manufectared portions oi' this building, Ceraflcation/seal does not apply to site installed elements or por[ions built on site such as, but not limited to: foundatJm~, exlerior slaps, or other site wcrk. Site work must be designed by others for site FEB g OrlDEe DIVlalQN State of New York Department of State Division of Code Enforcement & Administration One Commerce PI~Lza 99 Washington Avenue Albany, New York 12231-0001 (5 ~ 8) 474-4073 FAX: (518) 486-4487 www.dos.stat¢~ny.us ,,,NOTICE OF APPROVAL This notice serves to inform the local Code Enfomement Official thai the New York Depa~rnent of State (DOS) has reviewed and approved plans, as authorized pursuant to t9 NYCRR Part 1209, Regulation and Fees for Factory Manufactured Homes, to allow the construction of single family homes, two family homes, and/or other modular buildings or components in compliance with the State Uniform Fire Prevention and Building Code, as described herein: Manufacturer's Name: Building Description: 'Approval Number,, Applicable Coda: Expiration Date: Maximum Ground Snow Load: Seismic Design Category: Basic Wind Speed: Exposure Category: DOS Contact Person: Additional Conditions: Approval Date: Muncy Homes, Inc. 1567 PA Route 442 East P.O. Box 325 Muncy, PA 17756 Datached One and Two Family Dwellings M 1387-02-070 Residential Code of New York State 2007 (RCNYS) December 15, 2010 g0 PSF A, B, CorD1 120 MPH Maximum A, B, or C Gerard A. Hathaway, R.A. None February 12, 2009 Modifications t~ Previously Approved System Ronald Plester, AIA Director A copy of this Notice of Approval shall am:ompany all plans and speciflceflons submitted a~ part of a permit application. Plans should not require a DOS seal provided Ihs registered design professional references the approval number and certifies that the plans and specltications conform to the plans and specifications approved by and o~ file wfth the DOS. The approval identified above is limited to all construction that takes plac~ In the factory. SEe related work Inc~uding Installal~on and connection of the betiding and/or coreponenta, .foundations, mechanical connections, stairs, decks, etc. ~s the responsibility of the Code Enforcement Official The presence of the insignia of approval shall be presumptive evidence that the factory manufa~urod home ct component cornp~es with the previsions of the RCNYS. If the code enforcement offi~al believes that any factory manufactured component is in violation of one or more provisions of the RCNYS, he/she should ~ntact the DOS for fuffher review and/or determination. NY 120 3s,q Shearwall and In-Plant Connection Summary Job# 30687 Wall Walls 2 & 3 Sheathing Fastening Orientatic 7/16" osb-blocked 7/16"xl.5"x16ga staple 4"oo(edge)6"oc(fleld) Vertical 7/16" osb-blocked 7/16"xl .5"x16ga staple 3"oc(edge)§"oc(fleld) 1/2" gypsum wall board 5d nails 7"oc(edge)l 0"oc(field) Roof Diaphram 7/16" osb 8d nails 4" diaphragm edges 4"oc(edge) 8"oc(field) Floor Diaphram 19/32" osb 1Od 4"oc(edge) 8"oc(field) Truss to Stud Connector Fastening SW Uplift MTS18 12-10dxl 112" nails Quantity 152 Truss to Top Plate Lateral Longitudinal 3-, I31 "x3" (toe nail) 3-. 131"x3" (toe nail) Mating Wall Studs to Cig Beam & Floor Uplift LSTA18 5-.131x3" nails ea end 32"oc 112 Top Plate to Plate Uplift Lateral 1.5"x16ga Staple 11 stpi/bay/stud (thru shtg) .131"x3" 811oc (face nail) Plate to Stud Lateral 3-.131"x3"(end nail) Stud to Floor Perimeter Uplift 1,5"x16ga Staple 10stpl/baylstud (thru shtg) Bottom Plate to Floor Lateral Longitudinal .131"x3" 8"oc (face nail) (see high-wind plan) Corner Stud Connection Lateral Top Plate Splices 52-.1311'X3TM (face nail) 3 rows 5 318"oc 26-.131x3" nails ea side of splice Note: Fasteners & connectors with equivalent rated values may be substituted 11/25/09 jl Attachment - 3 The HHDQ series of hold owns combines Iow deflection and high loads with ease of installation. Tho unique seat design of the HDQ8 greatly mlnlmizus dufleuflan undo[ load. Both s~les ef h~down employ the post whsn com~red to bolts. They m~y be In.ailed e~her flush or ~ised off th~ mudsgl without a reduX/on I~ load value. S~C~ FEA~RES: · Usus SDS ~re~ whl~ in~l ~slly, r~u~e last~sr slip, and · SDS sc~ am s~pp~ wi~ ~e hol~owns to ensure proper · ~o stud bol~ to ~u~ersink ~ openlnos. MA~RIAE HOQ~7 gauge; HHDQ~Body: 7 gauge, washe~ ~' p~ate FINISH: HDQ~a~niz~; HHDO~ Simpson ~mng-~ee gay pai~ INSTA{~ON: · Use all spe~[tied fa~enem. See Gene~ Notes. · Ne add~on~ washer is mo~red. · To ~e muppie 2x membem tug.her, ~ Designur must one unit ~Kho~ spl~ng the wood. See page 20 for SDS ~lu~. · ~e SB ~nd ~B Anchor Bol~ on pages 27-29 for ~chomge options. · SDS scre~ InAall b~t w~h a Jew sp~ed high torque wi~ a ~' hex head ddvec · R~er to technical bulleUn T-ANCHO~PEC for anchorage sol.ions (see page 191 for d~lls). HDQ8: · ~' ef adJ~ti~ perpefldi~l~r to ~ · See SST9 Anchor Bolts. ~D 28-29, for an~e For 2-2x ~d 3x sill plates use S~gL models. ~e 96s]gn~ specl~ any alternate anchorage ~culaEd to resist the tension load for a s~cifi~ job, ~chomge leng~ should ~e the bearing ~reads to engage the nut. HHDQll~4: · HHDQ14 requi~s a hc~ h~ ~chor n~ (suppii~ with ho/down) · ~e SB ~chor Go~ts. page 27. for anchorage o~Uons. CODES: See pag~ 12 for Code Re;erence K~y MhlmLim HDQ8 Vedlcal In~tallat]oa HDQ8 HI, SQl1 (HHDQ14 s/mi/ar) Vertlnal HHt~O11 Installation (HHDQI4 similar) Horizontal HDQ8 Installation over-lorque the huh ImPact 1. Allowable loads have been increased for earthquake or w~nd lead dLJr~ons with no further increase allowed; reduce Wfiem other load tiurations Oovem. 2. The E~sisner mu~t spotty archer boll ty~e, length ~nd embedme~ 42 and a s~aggarad nail pattern to help minimizo sp[lttlno. The STUD strap tie hoedown incorporates many features that improve testallatteo and function. When used in oonjun~on wfth the StrapMatee you have a system that helps prevent both parallel and parpondteela~ movement during inntall~on relative to the form. Allows for ao0urate location of the STHD's and reduom; the p ossibili~ of spa~ng. FEATURES · Tt~a strap nailing pattern a~lows for nailing to the edges of douhl~ 2x's. · A slat below the ambedmant line a~lows far ]ocraaaod front to back concrete bond and reduced sperling. · Strap nail stets are countersunk to provide a lower nail head profile. · Rim Joist models ascommoclate up to a 17' clear span without any tess of strap nailing. MATERIAL: LSTHD8, LSTHDSRJ--14 0auga, all othora--12 gauge FINISH: Galvanized INSTALLATIO*N; · Use all spa~ified fasteners. See General Notes. · Sbap may be bent one furl cycle (be~ ho~n~ 9P" [hen bant vertical) to designed tn reslnt the load imposed by the anchor; or (b) slabs are poured Tension Loads for STHn Installations Nallsare slrap surface. STHD tLS. Patent 5,813,182 Typical STHD14R,J Rim Joint ApplicatJoa Typlcat STUD Applicatlans (for tw~ pour, see footnote 5.) is 2035 I~o$. for ~,~' ~nd d~staflce, and 2'50 Ihs~ at t 0' end distance. 6. Allowable leads have b~n Incr~sed for wind er eadh~uake ~oad ~JuratlDns wilh Straps are ~esigned to t~anster tension loads in a wide vadaty of apaJica§ans. HRS---A 12 gauge strap with a nailing pattern designed for Installstlan on the edge of 2x members. NEW! The HRS416Z installs wilh Simpson Strong-Tie® Slreug Drive® screws (SDS). LSTA and MSTA--Deoigned for use on the edge of 2x members, with s nailing pattern that reduces the petantlal for splitting. LSTI---Ught simps that arc aultable where pneomatic-naifing is necessary throuOh diaphT'agm de~kJng and wood chord open web trusses. MST--Splitting may be a problem w~h installations on lumber smaller than 3½'; either fill every nail hole with lOdxl~' naris or fill every-other hole with 16d common nails. Reduce the allowable load b~sed upon the size and quantity of fasteners used. MSTC--Fligh Capacity strap which utilizes a staggered nail pattern to help minimize wood spl~ing. Nail slots have been countersunk to provide a lower null head profile. FINISH: PS-+IDG; HST3 and HSTU-Simpann StTang-~e®oray paint; air sthem--OaJvanJzed. Some pr=ducts are available in stainless steel or ZMAX® co. rig; see Corrnsion Infen~afion, page 10-11. INSTALLATION: Use ~ spesified fasteners. See General Notes, OPTIONS: Special sizes can b8 made to order. Contact Simpson Strong-Tis. CODES: Sos paoe 12 for Cede Reference Key CImTL MSTC and RPS meet cede requirements [or reintoming cut rnembera (16 gauge) ~ttop plste and RPS at sill plats. IntarnatJonal Residential Code~- 2000/2006 R602.6.1 IofeTnationaJ Building Code~- 2000/2006 2308.9.8 (For RPS, refer to ~age 172.) 148 MS'n MST LS11 Typlca! MS11 Inutaflation (MIT hanger shown) LST[ similar MSTC28 ST LSTA and MSTA (Pilot ho/es not shown] TWIIcat LSTI leatallatiun STg, ST12, ST16, ST22 ST2115 HRS HRS415Z HRS InstalJatien CODES: See psoe 12 for Code Reference Key Chart. Typical IS'CA Installation (Hanger not shown) Bend str~p one time only PB216 2 18 4 ~ PS418 7ga 4 18 4 ~ 180 pS720 6,~20 8 ~ 'l~plcal PS720 Installation 149 Root-to-Floor Clear Span Table 18 26-tOd 20~0 2020 : MST/~I9 16 26-t Gd 2020 2020 Nails are not requ~d In~e dm bard area. When nailin Ihe shap over OSl~l,/wood, use a 21.~' Ioug nab minimum. T~l~l Sete[I with Strap Installed Over Sheathing CODES: See page 12 for Code Reference ~ Cha~. A high value seismic tie fur ho~zontal ties across inter~eifing members. FINISH: SA36--Galvanlzed; HSA--SImpson Stroflg-Tie® gray paint INSTALLATION: · Use ag specified fasteners. See Generei Notes. · May not be suitable for floor diaphragms which protrude aborn beams. CODES: Sae page 12 for Code Reference K~y Chart. 1, AIIowa~e loads fiave be~n increased 60% for 4. Only $A36 c~n be field-bent for other STflD Shown Roof-to-Floor Tie Installation showing a Clear Span 1. Loads include a 6O% load potation lncrease on the fa~ene~s for wind earthqualm Josdino, Typical Installation t l~plcal SA Ifls~allatYon ~th Saddle Hanger Twist strops provide a tension oonnection between two wood MTS Installafios members. They resist uplift at the heel of a truss economically, as a Tress-to- The 3' bend section eliminates interference at the transiUon Top Plele points between wood membe~ MATERIAL; LTS~I g gauge; MTSo16 gauge; HTS--14 gauge FINISH: GaN'antzed. Some products ava]labia in malniess steel and ZMAXe coating; sea Corrosion information, page 10-11. INSTALLATION; · Uss all specified fasteners. Gee General Notes. COOES: See page 12 for Code Reference Key Chad. LT$12 12 t2-10d 12-10dx1~ 775 720 665 620 LTS16 16 12-10d 12-1~x1~ 775 720 665 620 LTS'I S 18 12-10d 12-10dx1'~ 775 720 655 620 LTS20 20 12-10cl 12-1~x1½ 775 720 665 620 ~ 24 14-10d 14-10~ 10~ 1~0 860 860 F26 HTS30G 30 2~10d 24-10d~ 1450 1450 1245 1245 LT812 (MTS and HTS similar) MTS30 (HTS~O ~knilar) MT~3D [nstaGalioo with I-Joist Rafter 15" · MTS3OC simhaO other cross membem. HH header hangem can speed up the job, strengthen the frame, and eliminate the need for trimmers. MATERIAL: 16 geuoe FINISH: Galvan~ed INSTALLA'~DN: · Use all specified fastenem. See General Not~. ·Attschmant la 2X studs will result in two round hst~ oct being ifltsd In the ~uds and lead redualons as nnteg Iff table. CODES: See page 12 for Cod~ Reference Key Cha~ 170 3x 946d 4-16d 11195 1195 1195 710 710 1085 114, L21, F13 lnsts[latlon HH Load Directions 159 REScheck Software Version 4.3.0 Compliance Certificate _Sar.# _ Project Title: Job~ 30687 000 Energy Code: 2007 New York Energy Conservation Construction Code Location: Suffolk County, New York Construction Typo: Detached 1 or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 12% Heating Degree Days: 5750 Construction Site: Owner/Agent: Customer_ Grathwoht Builder, Turn Key Southold, NY 11971 Permit # Permit Date: Designer/Contractor: John Koehler, Engineer Designer Premier Builders, ^ Div (~f Muncy 1567 RI 442 E Muncy, PA 17756 570~546~8915 jkoeh~e r@premier-builders, cD m t.,..~,,,,.*~], ~,=.= ~ F1.1,h. Compliance: Maximum UA: 297 Your UA: 257 Ceiling 1: Flat Ceiling or Scissor Tn,ss ceiling 2: Flat Ceiling et Scissor Truss Ceiling 3: Flat Ceiling or Scissor Truss Ceiling 4; Flat Ceilthg or Scissor Truss Wall 1: Wood Frame, 16' o.c. Door. 30 x 80 Blank: Sc/id Wall 2: Wood Frame, 16' Window: 34 x 37 SS: Vinyl Fmms, Double Pane with Low-E Window: 30 x 37 SS: Vinyl Frame, Double Pane with Low-E Window: 34 x 65 SS: Vthyl Frame, Double Pane w~ Low-E Doo~ 32 x 80 Blank: S~31id Doon 64 x80 2 Sidelites: Solid Dco~ 96 x 80 Vinyl SGD: Giass Floor 1: Ali-Wood Joist/T~uss, Over Unconditioned Sp~ace Floor 2: Ali-Wood JoisVTmss, Over Uncond~oned Space 576 32.0 0.0 20 414 51.0 0.0 10 160 32.0 0.0 6 184 51.0 0.0 5 272 13,0 0,0 21 1243 19.0 0.0 60 g 0.330 3 15 0.330 5 107 0.33g 35 19 0.160 3 38 0.230 9 53 0,300 16 942 19.0 0.0 44 352 19.0 0.0 17 The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the 2007 New york Energy Conservation Conslruction Code requirements. When a Registered Design professional has stamped and signed this page, they are attesting thai tn the best of his/her knowledge, belief, and professional judgment, such plans or specifications are in compliance with this Code. /~/~ ~. . Digit ally signed by John Koehler John Koehler,En§ineer Designer Date: 2009.112.5 1023:13 ~3~00' Name - Title Signature Date Project Notes: 1- Caculations reflect only that portion of the unit assembled in the factory. Should fur~er living space be added o~ finished that is not covered in the factory REScheck (La. conditioned basement, cape habitable area, bonus rooms, elc}, a new REScheck shell be completed by others, and would be required to show ta[al but/ding compliance. 2- Builders or contractors may supply and install the required floor and/or foundation wall insulation. Project ]]fie: Job#_Ser.# 30687_000 Report date: 11/25/09 De, ta fitename: O:\REScheck 30000-30999\30687,rck Page 1 of 5 3- For basements and Cape roofs remaining uncondific~ned spaces, the builder shsl] enclose basement and attic stairs, The walls surrounding the basemen~ and attic stairs shall be insulated and protected with a vapor barrier. The builder is respc)ns~ble for supplying all rnatefials. 4- Houses that have factory Installed ductwork in the web floor joi~ the builder shal] be responsible to Install the same Insulntlon under the duct as rs required in the floor to meet I~e RESchect( requirements. Project Title: Job~_Ser.# 30687_[300 Report date: 11/25/09 Data filename; O:\REScheck 30000-30999~30687.rck Page 2 of 5 REScheck Software Version 4,3.0 Inspection Checklist Ceilings: ~1 Ceiling 1: Flat Ceiling or Scissor Truss, R~32.0 cav~ ~nsulation Comments: between kneewalls r-I Ceiling 2: Fiat Ceiling or Scissor Truss, R-51.0 cavity insulation Comments; outside knee'wails [] Ceiling 3: Flat Ceiling or Scissor Truss, R-32.0 cavity insulation Comments: between kneewalls r~ Ceiling 4; Flat Ceiling or Scissor Truss, R-51.0 cavity insulation Comments: outside kneewalls Above-Grade Walls: [] Wall 1; Wood Frame, 16" o.c., R~13.0 cavity insulation Comments: bsmt stair walls [] Warl 2: Wood Frame, 16" o.c., R-19.0 cavity insulation Windows: [] Window: 34 x 37 SS: VIny{ Frame, Double Pans v~th Low-E, U-factor:. 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes [] Window: 30 x 37 SS: Vinyl Frame, Double Pane vath Low~_, U-facto: 0.330 For windows without labeled U~faciors, describe features: Floors: No No No Project Title: Job~Ser.# 30687_000 Repod dat~: 11/25/g§ Data fllename: O:~RESchsck 30g00-30999~30687.rck Page 3 of 5 Air Leakage: [] Joints, penefratio~s, and all other such openings in the building enveJopa that are sources of air leakage are sealed. [] Recessed lights are 1) Type lC rated, or 2) installed inside an appropriate air-tight assembly wi~ e 0.5' clearance from combustible materials. If non-~C rated, fixtures are installed with a 3" ctsarance from insulation. Vapor Retarder:. [] thetailad on the wam~qr~-wleter side of all non-vented framed cstilegs, walls, and floors. Materials Identification and Installation: [] Materials and equipment are installed in accordance ~ the manufacturer's installation instructions. [] Insulation is installed in sub&tantial contact wi~ the sunface being insulated and In a manner that achieves the rated R-value. [] Materials and equipment are ideuiffied so that compriance can be determined. ['1 Manufacturer manuals for all installed heating and cooling equipment and sen/ice water heating equipment have been provided. Insulation R-values and glazing U-factem are clearly marked on the building plans or specific~ions. Duct Insulation: [] Supply ducts In unconditioned attics or outside the buiki[ng are insulated to at least R-8. [] Return ducts in unconditioned attics or outside the building are insulated to at least R~_ [] Supply duc~s in unconditioned spaces are insulated to at least R-th [] Re[om ducts in unconditioned spaces (except basements) are insulated to R-2. Insula§on is not required on retain ducts in basements. Duct Construction: [] All joints, seams, and connections are securely fastened with w~ids, gaskets, masgcs (adhesives), maatic-plus-embedded-faedc, or tapes. Tapes and mastics are mtnd UL 181A or UL 181B. Exceptions: Continuously welded and Iockieg-type tongitudinal joints and seams on ducts operating at less than 2 In. w_g. (500 Pa). [] The HVAC system provides a means for balancing air an d water systems. Temperature Controls: [] Each dwelling unit has at tsast one thermostat capable of autecnedcally adjusting the space tempat.atore set point of the largest zone. Electric Systems: [] Separate electric meters exist for each dwelllag unit. Firaplacea: [] Fireplaces are instslied with tight fitting non-combuetibla fireplace doors. [] Fireplaces h~ve a s~ume ~f combus~n eir~ as required by the ~replace c~nstructi~n pr~visions of the Bu~d~ng C~de of New Y~rk State, the Resideof~al Code of New York State orthe New York City Building Code, as applicable. Service Water Heating: [] Wathr heaters with vedthal pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. Circulating Hot Water Systems: [] Circulating hot w~ter pipes are insulated to the levels in Tabla 1. Heating and Cooling Piping Insulation: D HVAC piping conveying tiuids above tO5 degrees F or chiltsd fluids below 55 degrees F are insulated to the tevsts in Table 2. Swimming Pools: [] All heated swimming pa~s have an an/off heater switch and a cover unless over 20% of the heating energy is from no~-deplatehts sources. Poof pumps have a time clock. Project Title: Job~_Ser.# 30687_000 Report date: 11/25/0g Data filsname: O:\REScheck 30000-30999\30687. rck Page 4 of 5 *Fable 1: Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness In Inche~ by Pipe Slze~ Non-Circulating Runoute Circulating Mains and Runouts Heated Water Temperature ('F) Up to 'l' Up to 1.25" 1.5" te 2.0" Over 2" 170-180 0.5 1_0 1.5 140-169 0.5 0.5 1.0 1,5 100-139 0.5 0.5 0.5 'i.0 Table 2: Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes P~ping System Types Range(~F) 2" Runouts 1' and Less 1.25" to 2.0' 2.5' to 4" Rearing Systems Low pressure/Temperature 201-250 1 .g 1-5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate (for feed water) Any t .0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant and 4g-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 N~TES TO FIELD: (Building Department Use Only) Project Title: ,Job~_Ser.# 30687_000 Repor~ date: 11/25/09 Data filename: O:'~RESch~;k 30000-309gg\30587.rc]( Page 5 of 5 M LINI:::Y AUG ~ 7 2010 BLDG. DEPT. TOWN OF SOUTHOLD I'N C:, NOTES DESCRIPTION DESCRIPTION for ?or 2D MASTER SERIES COVER SHEET 3~-t0 i/2" 1/2" manufactured portions cf this building. Cerlifica~on/$eal does not apply to site installed elements or portions built on site such as, but not limited to; foundation, exterior steps, or other ~.ite work Site',vc~k must be designed by others for site · ,~ 22'-L/. 1/ 19'-2 BPITH 2- -- BE I 1R~J" 20-7 1/2" NOTE.' SEE HIGH-WIND PLRN FI3~ HIGH-I~FiNO COLUMNS, STUDS, STRRPPING RNO FRSTENING PER WPLLEN ENGINEERING CRLCS. RI_SO, SEE CRLC SUt*V'~:~T PGS 1 THRU 14. l[Y-6" 21'-ll 1/2" ~ mi) FLOOR PLRN IE~gmeers cert~cation/seal applies only to factory manufactured port~ons or this bui'.ding, Cediflcalion/se~l d~es not apply to site installed elements or portions buiit on site site w~rk. Site work must be designed by othem for site conditbns, under iocat iurisdicE~on W~eLL C (2 TOTRL) SPEJ~R WRLL FRSTENING DESIGN FOE LONGT[UDZ~F~- ~ Isuch as. but not timited to: fou,dation, exterior step~, or other I I')REMIERBUILDER5 =,.,~:;_- .... T~ KEY / GERTHlqOPL ELECT. PLP~ 30~87 I I WF~LB NOT[.i [] S[MPSON 1-STPI~I~j W/38-16¢1 [] - 5~J~'~-oON 2-ST~14RJ W/38-l~d 5INKERS 1. THIS FOtI~TION D~WiN~ R~ NOTES RRE FOR P. EVIEW ONLY. RCTURL FOIJNDATION E$IC-N TO BE APPROVED BY R PROFESSIO~qL ENG~EE~ O~ EEGISTE]~D RRCI-ffT~CT, 2. THZS D~ql4ZNG TO ~ USED FiDE DIi"~G"Ib-~ONS OFLY. 3. 5~E F'LO0~ F:LRN FOE D~MENSIONS OF UNi~S & STP~R LOCRTZON. 4. SI~:' MRS-I'EI( ,Sl~I~$ DWGS.., SHY, NO. ~-a NOTES RND DETRTI S. 5. MRX. COLUMN SDRC~NG= FRONT EL~VRTION II I' I' ir l~' 3~;87 manufactured portions of this building. Cer~fica~on/seal does not apply to site ins[ailed elemenfs or portions built on s~te RIGHT ELEVRTION 4257 TYP FLOOR PL~ FE'ONT E-L FVB_TICe, I FLOOR PLR~N NOTE5~_C. iO.~ FLOOR PLAN NOTE5 LELECTRiC CIRCU]~T SCHEDULE DOOR SCHEDULE WP/.L COVEMIND SCHEDULE WINDOW SCHEDULE I - NEW YORK ENERGY NOTE5 ELECTRtCRL NOTES liERT N~TES ELECTRiCRL SYMBOLS FEB 8 4 2009 SUGGESTED STAIRS, WINDER5 t FIELD WORK I TTP, FOUNDATION PLAN [FrELD WORKI · CRAWL SPACE DETF F LB 2 4 2009 TYPIC~ECTR C~~U~ I I ~ , NOT~ l "8" 80X MASTER SERIES ii __ MFIS TE,~ SERIES [OETRIL '3~ SIDE WRLI_ DETATt - FIFLD FEB g 4 2009 FLIP ~NU COl I R~ T~F DETRIL - FTFI MO~PITCH T~USS KNEE WDLL DFTRTI - FTF" ~ ~o~. r~ z~m~ ~T.~ ~ ,~ ~ ~o :~ ~ ~RSTER SERIES s~E: ! ~z~i'~ ¢~ODULE~O h]O~ CONNEC}ZON DFTR~!~EELO CO~NFR HOliOOOWN DFTRtl -'FIFI FI ~_IM BAND TO SIL£ PLATE ifEOOWN DETAIL. ~L E: NTB ~tkEA~ WALL TrFOOWN OFTAT1 FIRST FI OOR OF 1 AND 2 ,~TORY UNH,5 STORY UNITS - FIELP /'~ODULF 'FO Mor~l.il E CONNF'~T_[ON PiT FND E~RST FLOOR OF 1 ANO ? STORy UNTTS - fiTELO LDETAIL =l I GARAGE NARROW WALL BRACING OVEF-- CONCRETF OR MRSONRY 8LOCK FOUNDRTTON [DETAIL OET~IL PLF~N. VIEW DORMF~ OPENING - F~TORT DETA~J__"B" - FACTQ~_ BRACKFT DE TFIIL O]~TAII "A" - FIEL~ ~4LT. BFTR~L "A" .- EIF_L.D_ ~ ][N$_TSLLED NOTES MASTER SERIES FIFI D WOR~. ~LD~ORK DETAtJ. 'T' FEB a 4 ~00: ~ N~SrE5 MRSTEI~' SERIES NOT ,F~ Job I Ti'us, Truss"Type Gty ~l~' SMP 212 39123 CC001O06 HINGED ATTIC I I HM34B-428 ; PA~566 2127692 I i OPTIONAL · I . CANTILEVER 72~ HO~Z 3/4" x ~' Dados LO~I~G (~ LO~ING {pS0 SPACING 2-~ CSl DEFL In {~c) ~fl Ud P~S GRIP TCLL/ 28,7 T~L 40.0 Rat~ In.ease 1.$5 TC 0.71 VBd(LL) 0.32 17 ~ 240 ~0 19711~ [Gro~Sn~5.0) (~8n~=67.5} Lum~rl~ase 1.15 BC 0.80 Ven~) -0.32 17 >~1 ~80 MII1B 141~ TCD~ 7,0 TC~ ~0.~ R~SI~In~ y~ WB 0.46 H~) 0.01 13 ~a BCDL 10,0 ~CDL f5.o LUMB~ B~CING ' 'TOPC~ORD 2X~SPFNo.2*~copP ~2X4SPFN~2.~2X4SPFN~2 TOPCHORD SIm~l~eh~lhl~d~lyappll~Oocpu~in~. ~OT C~ORD 2 X ~o ~ NO~ BOT CHORD Rind ~,In0 dimity epp]~d ~ ~ oc ~. W~SI 2 X 4 ~PFS~'~cepr W3 2 XSSPF ~.2 W~S I R~ a~ mldpt ~ ~o~ 1 ~725(LC 7) EEQU~ ~ RE~ JOINT COME.ONS . M~um C~msai~ ~by Maximum Ten~ ~by Maximum Sh~ (Iby ~lm~ Ma~n{ NO~S 1 ) Win( ~CE 7~; 120mph ~24~ o.~; h=3~; TC~2,8~ BCDL~.Dp~ Cat~ It; ~ C; andm~; MW~ ga~ e~ a~ C~ ~te~or(2)z~e; 2) WIn~ASCE 7~5; 147mph ~lSh O.~.; h=~ TC~psf; BCDL.8,0p~ Cate~ II; ~ C; andros,; ~ ~b. and and ~ ~le~2) zone; ~ll~r ~ ~ ~s has bee. desk.ed for 8 10.0 psf bot/o~ c~o~ Ire I~d ~e.t ~ a~y ~her live i~. , 12)* ~ IS ~SS ~s bean d~ned f~ a ir~ I~ ~2D.~ ~ ~e bosom ~ord In ell ames ~are a mc~le ~ ~11 ~ 2.~ wl~ will ~t be~' ~. bo~ )m cho~ and any o~er ~mb~, ~ O~-~.._%. 15) Pro ~de mechanl~l ~e~on (W o~em) ~ ~ss lo b~Hng Hate ~pable ~ ~s~ng 535 lb upl~ al Jo nt I 533 b Up flat ~lnt 13 and 172 b up~fl a Joint 16. 18) ~ ~s~ · dea~e~ In acm~n~ wl~ the 2~s Inlama~o~l Bulldi~ C~e ~lon 230&1 and mf~ncad s~nda~ ANS~PI 1. 17) ~ Imss ~s ~en designed b a~da~ ~lh ~e 2006 IBC Sec ~.4.2, 2~ I~ S~ 8~.10.2 1 e) ~1~ ~SS ~S been d~lg~d to meal ~02 BCN~ s~ ~3.4 {Bulldlng Code ~ New Y~ Sa~). 20) ~[~ ~ ~s been d~lg~d 1o mea 2~ RC~S R~.I 0.2 (Residential C~ ~ New Y~ Sa~). 21 ) ~]= ~ has been dm~ned Io ~a ~ Ohio ~sldenlal CO~, Se~n ~2,10.2. 22) Tak ~ p~on ~ kee~ ~e ~s In p~ane, a~ bsndhg ~ ~s~ng ~ the ~e pla~ ~t ~ repaired be[om the bulMIng Is ~ In~ 23~ FlelL Insa,ed ~mb~ am an integ~l p~ ~ ~ de~g~ TO ensure p~er ~nce, ag field lns~lisd members must be Ins~l~d prl~ ~ appt~ng 24} Based on CC~1003. Redsl~: Up.ted ~ ~ARNING - Verl~ design parame~ and READ NOTES unnail ~r~l ~c~, In= ~1 ~T EELTUNE RD, NE PHONE {8t6~3~101 F~ (~16~36~0060 G~D ~PIDS, MI 49505 Ji~g has designed I~ds ~ed on Ibis d~ng. Cons~cll~ e~ llffing ~ ha~ ~t ~n considered. The hul~ Is ms~nsl~ f~r Ilffin{meth~s and s~em design, Builder res~bafl~ am da~ under sectl~ ~3 of TP~1-2~2. This design Is b~ only u~n ~mmelem sh~, and Is far an Individual b~rding comment Ioba Ins~J~ed and Ioa~ v~[y. Appll~b~l~ o[ d~n ~mmatem and ~ inc~8~ of c~ant is respons~b~l~ ~ bu~lng deslgne ·nol Im~ designer, ~no ~o~ Is for lateral ~ of ~Md~l ~ mem~m only. Ad~llnl temp~ bracing to insure ~bll~ ~Hng c~s~m 18 ~a m ponsrb]li~ ~ t~ erects. ~dlt~nal pe~an~t ~dng of t~e ~mll st~ctum Is ~e m~nsl~ of f~ bulling desirer. F~ genemff g~da~ce regarding ~bd~tl~ n,quai,y ~tml, stom~, da~e~, em~l~ and ~c]ng, c~s~l ~SI 1~3 from Ihe Wood Tress Coundl ~ ~ed~ an~ Tress PI~Ie InsUtu~ Recommendat~n a~liable f~om ~CA,~ 8300 Entre LN, Madlosn,.W~ s371g J:~up~MitekSupp~emplales~.t~, ~P~t 2007 ~ Unl~l Ferns p~u~, In~ 12-0-0 0-3-0 H Pg. 56 39~3, ICC000109 IHINGED ATTIC Unrve~J Forest Product,~ trm., Grand Be.olds, MI 49525, Trav~ WaI~ '~3-10-12 7 ~ P~' SMP 212 1 I HM440-420 I I IPA8565 21276~)2 6.500 e Dec t4 2006 MITek Indusldea, Inc. Tue Mar t3 13:22:21 2007 27-9~8 r 13-10-t2 1'3 19 20 6 8 12.00 ~ 5 9 W3 16-0-0 Double Rigid Coltar Tie (One each face) Joints 6 & g - See 9ullelln 06-02 collar tie Corlnecflon details. BEHIBE 10 BEHtED I[ tl T'~ 0-3-0 T~ ~ H r~16 Bi 1-1/2" x 2-I/2" Dados 3x9 Il 17 01 t5 14 3xg II 3/4' x 3-5/8' Dados 3/4" x 3-5/8' Dados 0-1-1~ '/~12 5-10-12 I 13-10-12 j 21-I0-12 [ 28-4-12 27'-;~Et2 j~7-9-8 0-1-12 1-3-0 4-6-0 8-0-0 8-0-0 4-6-0 1-~-0 0-t-12 Plate ;flsa"' eX,y): i'310-0..11,0-0-0!. (4;D-0.11,0.1.2], r10:0.0.11,D.t.21, [11:0_~.11,0.0.0], [14;0.8.8,0.1.81. [18:0~6-8 0.1.81 SPACING~ 2-0-0 I '=PACING.' 1-4-0 G 2-0-0 C51 DEFL LOA~tN; (pst} I LOADING (ps~) Plates In,rea In (lan) I/deft TCLL I 28.7 TCLL 40 0 se 1,15 TC 0.87 Vert(LL) 0.33 t6-17 >502 (G~ou~d Snow--45.D) (Ground Snow=S7 5) Lumber Irmmase 1.15 r Bc 0.73 vert(TL) -0.30 15-16 >433 ....'~r~. ..v? n I ,~.'~'~'" ,u.~' ~' ~ i Rep .e;lraesiB 01ncr YES ] WB 0,02 Hor~) 0.01 13 rue ECLL; ~0 ' J BCLL 0g * I Code C2 06ri'PI2002 r (Matrix) LU.B~R . - B~CIN~ TOPCHORD 2XBSPFNo,2*Excaf)t* T32X4$PFNo,2, T32X4SPFNo.2 TOPCHORD EOT CHORD 2 X 10 $PF N0,2 WE0~ 2 X 4 E;PF S=t, ud *Exeepp W32 X § SPF Nc.2, W3 2 X $ SPF No.2 BUT CHORD REACTIONS (lb/sEe) I 1111/0-3-8, 13a1111/0-3-8, 1§=857/C~3-1] WEBS E Max Hur'z 1 ~7g3{LC 7) Max Uplift1 =.-621(LC 10), 13~,623(LC Max Gray 1~1265{L¢ t3), 13=1260(LC 17), 18=702(LC 13) ~OR¢ S (Ib)-MaxlmumCompreselo,,tEVisxlmumTensien OPTIONAL CANTILEVER BOTH ~A PROVIDE FOR: 1224//GRAV 62O# UPLIFT 793~ HORIZ LJd PLAI'~$ GRIP 240 MT20 ~97/144 160 MIl18 141/138 rue Weight: 198 lb 6-0-0 o0 bracing: 7-9 TOP C~ORD 1-2=-I 122/589, 2-3~1161/730, 3-4=-1 t 44/722, 4-5--9§2/'/'05, .5--B-=-4061173, 6-19=-323/177, 7~19=-192/189, 7-6=-t9~192, 6-9,~-411/174, 9-10--902/785, 10-11=-1144/723, WEBS / 10-15=-2891447, 2-18~-23Q/542, 12-14=-232/543, 4-17~293/450, 3-g=-~11,'~05 REQUI~ED FIELD JOINT CONNECTIONS - Maximum Compression (lb)/Maximum Tension (lb)/Maximum Shear (~b¥ Maximum Nlonrenl (Ih. In) NOl~ ~ 11/g05/141/7650, 0=33B/176/196/0, . 7=t57/194/108/0, ~3481180t19410, 0,,611~]5/141/7587, 15=280/447~/0, 16-374/720/420/0, - 17 = 293/450/0/0 1 ) Win~: ASCE 7-05; 120~1ph ~241n o.04 h=3Off; TCDL,r2.Bpsf BCDL=4.0psf; Category' ; Exp C; enclosed; MWFR~ gable end and C-0 Ex~-Ior(2) zone; genE/aver left ~nd right exposed; Lumbar DOL=I.$G plste gdp DOL=1.33. This truss fs designed ~r C-C f~ members and lomas, and for MWFR$ for raacttons apsctfled. r 2) W nd ASCE 7..05; '[47mph ~161n o o.; h=30fl; TCDL=4 2ps~ BCDL=6 0gaf. Ca~ . . . tegory fi;Exp C; anc~osed MWFRS, gable end and C-C Ex~e~or(2 zene- oanblavar "'ft~ndrlght expooad; LumderDOL=l.60 ptala grip DOL=f.33. Th"' Irusais designed for C.C formembers andfnmes and for MWFRS forrea~o~s s~aclded 3) TCU~: ASCE 7-05; Pg=45.p psf (ground snow); Ps=26,7 gaf (r on~' snow); Ca"'go~J II; EXp C; Padlally Exp,; Ct~l.l - ' 4) Ro~ design snow load bee been reduced lo a~unt for al~pe. 8) Unl~lanced anew laada have bean c~:x-,sldemd for Ibis daNga. 6) This Ims~ hoe been designed as per IBC $e~, 16~.3.1,t Load radoadon, tor muttlple live Ioade. 7) Thrs ~rues hes bean designed for a 10.0 ps/bottom cflo~f llv~ toad nonconoun'ent with any oth~r live loads. 8) All pl~"'s era MT20 p~ates unises olherwise indicated, 9) Sea BEH18 DETAiLS tot piats p~acenlenl. 10) Pn:~lslooa must be made to prevent la"'ral moveme0t of hinged member(e} durfng IransperlalJo~ 1 'i ).Ail. l~adlllanst member cor~3e~ena shall be provided by otham for forces aa Indlca"'d 12) ~ .T~. is trues has been deslg~led for a live load of 20.0gaf en the bottom chord In ell aree~ where a rec"'ngla 3-6-0/all by 2-0-0 wide wi bottom chord and any olher mamgars. gaf) on member(a). 4..S., ~-10, gaf'/end addl[tonul bol~om chord dead toed (0.0 pst} applied only to mant t 6.17, 15-1 $ (by otbem) o~ trues 1o bearing pla,, cagabla of witbe,,ndlng 621 E= upll~ at Joint 1,623 lb uplltt at Joint 13 and 08 b uplift et j=tnt 18. f~usn Is designed h e~:on:lunca w~th the 2006 In,,rn~lenal Building Coda sa~tlen 2308.1 end reforanoad standard ANSr/TPI 1. toJes has been designed In a~cordence with fne 2~}8 IBC Eec 2303.4.2, 200§ IRC Sec 802.10.2 truss has been designed to meet lha 2003 IBC SeClloa 2308.10,7.1; 2003 IRC R802.10.2 truss has bean designed to meet 2002 SCNYS sec 2303.4 [Building Coda of New York S,,"'). Irus$ has bean designed to rnes! 2002 RCNY~ R88Z18,2 (Residential Codu of Now Y~k SIS"'). precaution to keep the chords in plane, eny bending er twisting of the I~nga plate mast be reps red before the bulldlcg is put into es~oa. - Verify design parameters and READ NO TE$ un~ersa~ Forest Pmclusts, In=. 2801 EAST BELTLINE RD, NE PHONE (616}-364-6181 FAX (818)-366-0000 GRAND RAPIDS, MI 4{}505 nixed on Ibis drawing, Constru¢lton and tiffing faces have nut bean consld0md, Tbs builder is methods and system deslgn. Bu1~derresp~s~b~aarede~nedundures~nZ3~fTP~1~2~2~Th~doa~gn~abe~ed~n~yuponp~ram~e~ssh~vvn~end~stor oaded verlk:ally. AppllcabillW of design parameh~'s and pn:~er lncorpmaGon of component is responsibility of building not Irues designer, Bracing shown Is ror lateral supped of individual web members only. Addi~onaJ tempona~y bracing lo Insure atablllty during oonelruetlon of the erst=r, Additional permanent bracing of the overall struMure is the mspo~l~by of the budding designer. For general guidance rngan;llng , coofml, storage, dstiva~y, en~clJon and brac.~g, cons[d{ 9CSI 1-03 from the Woad TnJsS Cour,cil of Amedoa and Trues Plate Inelltuta Recommendation avaliab"' ,6390 Enteq~tse LN, Madioan, WI 5371 g J:"' ~ppor t~ll"' kSul~f)~t em pla tes\ufp.t @e (~copyright 2007 by: Universal Forest Pmduc"', Inc. Pg, 61 !J~ Truss Tress Type' 39126 F029814 MONO TRUSS Univ~al Forest ProducL~ In~., Grand Rapids, MI 49525, Designert By: Mike Pa, tte~ P~y SMP 212 1 6,200 s Des 15 2004 MiTek Industries, Inc. Tue Mar 27 08:36:1B 2007 Cantil ever I Overhang~,,,.~ Left blobk shall be full 7-1/4" width.'/~ ~ I Trim joist tangfl~ on right end only, o[ I 2039# 0-5-12to 1-4-0 Res~qon 7116" OSB/Plywood Gusset (one face) Fastened with 7116"x 1" 16ga. staples, 2" afc into the chords and 100% coverage of strdctural adhesive on chords. UFP Roof Truss L5-12 2-~-0 Gusset 50# Conc. DL load ocated at any point along bottom chard. Conc. load disthbutadbetwean two tresses. 1~-0-0 Open Joist (min.) 14-0-0 Open Joist (max.) 5-3/8' Open Joists 2000 1369# (3x2 SPF No.2 in updght posiUon) Readion DESIGN Span 14. FL Spacing 19.2 In. Code iBC 2003,qBC 2006 Roof Loads ~ 19.2' cJc (effective thb. width) TCLL 60 PSF TCDL 7 PSF BCDL 10 PSF Total 77 PSF Wall Loads of 64 PLF Floor Lo.ds ~ 19.2" ~c TCLL 40 PSF TCDL 10 PSF BCDL 5 PS_F Total 55 PSF NOTES; 1 )Fer open joist specif'~sVdons see NER 502. 2) Forlaad cundi§one ether t~an specified here within, see NER 502. 3) The structural adequacy of fl~is building component was evaluated using the following method: 1 -The epen joist was test~ in accordance with IBC 2003 Sac- 1714 Preccostrucfion Load Tests. 4) Gusset shall be fastened with structural adhesive that meets the requirements of C. A25-4 (State of CaFff'omia Department of Housing and Community Development) ~'v~-nere spemfied, metal-staples shall-be 16 gauge, D=0.053, 7/16= O.D. crown, with 1" minimumpenetrMion into main member, Ref. NER 272 for stapta details. ALTERNATE CANTILEVER DETAIL No gusset required assuming canb'lever and bear;ng conditions below apply. EndB]ock ~ ~ 0 [~-'~12 Cantilever not Max. CanL to exceed block A W/~NING Vorh~lr~,signpa~"ameter~andREADNOTES . ' Un~ Fo~t P~. th~ ~ol ~ST B[LTUNE RD, NE ~0~ (616~61 F~ [616)~0~0 G~ ~DS MI 4950~ ~ ~g me~o~ ~ ~m d~n_ B~er ~i~aes am de~ed ~ sec~on Z3 ~ TP{1-~2, ~b desert ~ ~sed o~ up~ pa~ete~ ~o~. a~ Is ~r ~ ~ ~si~er - no{,~s design~. B~g s~ is for ~ su~d ~ in~al w~ m~ o~. A~fio~'~m~a~ ~cing ~ hsum s~ba~ ~ c~s~on - - ~ ~ i-f_tj z ~ 2009 FIELD DETRIL -~/3-~ Q~TRU~S ~©~ $~£TTDH ~RL~ L/L~=t'~' OETAtl "I, "FIF~ F) WORK 0ET,qrl "~F" DETRI$ "G" OJ~TRtL ", I: D~ETAIL %" ~ DETRIL "H" F~FI ~] wo~ ORK ~DFTRTI .- r _ ~LQTES MASTER SERIES OPT. RO~]~'~ROSS SECTION5 T 5/12 OR ?/!2 0PTTCNF7 PTORAG TRU $ NOTFS MASTER SERIES REV. ~'~T. NO. FI~XED ~L. DING OVERHRNG FiELJ~,4ORK__ FIELD OETRiL ~? ©PTION~L ROOF OORhl~,S DETR!L OETRI[ 7/12 5/12 F ~J~.LD~NSTAI LFB_ RIDCz~NT O~TCqIL TYPICAL SECOND FLO~ P, RS TER SERIES ALL L~LTE~NRTE H0~I?ONTnL ~EP~T~ON - SEE R30§22 ],~HOU~ TNTEt~'OR LORD8ERI~ING ~Pt~TED F1SSEMBI ,'COTE: ~--.R-S T E N N,.~,~G__RE OM _f R E p1 E N T ~_ 14~Ll- C ~900LNL~i TO FOUh~3A'I-ION F',R:STI~I~N[~ 14RIL C B"-0" .STRAPPING and ANCHOR PLAN WP~L B Grathwohl Residence .,Hamilton Ave. Stephen Rossetti - Architect 28 turtle Cove Drive Southam ton N.Y. 'i T PROCEED FRAMING OF FOLIL[' t HAS 5[ PLUMBE~"- ON LEAD COl'JT.~iv~ BE?CRE C, ERTIFICA TE , y SQLDER USED I WATER SUPPLY EXCEE,D 2./10 OF PLUMBING ALL PLL & WATER LINES NEI RETAIN STORM WATER RUNOFF PURSUANT TO OHAPTER 236 OF TpE ~ro~N CODE. _ YORK ~RES~NSJB~ FOR ( ~ OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY [I kl with New York ~tate Residential Butldin8 Code Section R403. Ihlll ~avo I - ~ mbar at the top of ~e wall and It tl~ bottom All foofin~ ihaU ~ on undi~turhed sell ~nd droll b~ helow tim I~1 ltm~ of 36" StateS,aMI net Imv~ a alop~ ~ng I ~ttn ~l~n8 ~ for ~ Im~:~SR. w~l - 8" ~ ~1 a bi~ ~g 3 ~ ~ ~ ~d ~ a~ m~ GENERAl, NOTES: The Architect will not have control or checSo o£and wit} not bo responsible for conlt ruction nleanl, The cootractor, sh~ give all notices and comply whh all laws, otdineace~, mia, regulations, and lawffll oMe~ of any public authority ~ng on Ihe ~omlln~ oflh~ work,~d d~ pm~fl$ ~ t~ ~c~t~l if the d~n~ ~d specifl~tiot~ a~ M va~ tMrewith p~ to ~, ~td~tablo to ~ily inju~, sickness di~a~ or d~th or to m~u~ to or d~e~on oft~bto ~ (ot~ I~ the wo~ itel0 iaduding the leu of ~ resulting thrum ~ (2) ~ ~ in w~o ~ tn ~eto~a~ pd at 28 ~ys. ~ f~tings to ~ on ~n ~ ~th a {~m ~ ~g ~ of 2 to~ SEZ FACTORY DRAWINGS FOR WINDSTORM CONNEL-i1ONS, DETAILS AND REQUIREMENTS. MODULAR HOUSE DETAILS STEPHEN ROSSETFI - ARCmTECT 28 TURTLE COVE DRWE SOUTHAMPTON, N.Y.