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Home My WebLink About37437-Z a- ~ Town of Southold Annex 6/25/2013 V' S~ R f'~ P.O. Box 1179 'T6 54375 Main Road ~ i~' Southold, New York 11971 .~:.,,~1 ,~aO~ir. ~ CERTIFICATE OF OCCUPANCY No: 36316 Date: 6/25/2013 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 480 Ruth Rd, Mattituck, SCTM 473889 Sec/Block/Lot: 106.-5-33 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this ofliced dated 6/29/2012 pursuant to which Building Permit No. 37437 dated 8/10/2012 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: modular one family dwelling with unfinished basement covered front porch and attached one car garaee as annlied for. The certificate is issued to Johnnidis, Nicholas (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-12-0025 5/18/13 F,LECTRICAL CERTIFICATE NO. 37437 4/4/13 PLUMBERS CERTIFICATION DATED 3/12/13 Cutc e East Plumbin & Heating Au ~ed igna e ,~y~ff0~~ `'t TOWN OF SOUTHOLD BUILDING DEPARTMENT M ~ TOWN CLERK'S OFFICE . ~ ~ ~ 1 SOUTHOLD, NY ' BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit 37437 - Date: _8/1.0_/20_1.2_ _ Permission is hereby granted to: Johnnidis, Nicholas 65 Weir Ln - - - - - - - - Locust Valle~r, NY 11560 - - - - - - - To: construct anew single family dwelling (modular) with covered front porch $ attached garage as applied for At premises located at: 480 Ruth Rd, Mattituck _ _ _ _ - SCTM # 473889 - Sec/Block/Lot # 106.-5-33 ursuant to application dated _6/29/2012_ and approved by the Building Inspector. To expire on -_2_/9_/_2.0_1_4. _ Fees: - _ SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1, 756.80 CO -NEW DWELLING $50.00 Total: ------$1,806.80 - ~~l-~--_ _ _ _ _ Building Inspector .1 - mil, r ` I t_ Form No. 6 C,1~ TOWN OF SOUTHOLD. BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPtiNCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For Weer building or new nse: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or .topographic features. 2. Final Approval from Health Dept. of water supply and seweEage-disposal (SA form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1 % lead. . 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Cvmpliance'from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-rnnfocming uses, or buildings and "pre-existing" land uses: 1. Accurate survey o£ property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly epmpleted 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 I. Certificate of Occupancy -New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00: 2. Certifreate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate ofOccupancy - $:25 4. Updated Certificate ofOccupancy - $50.00 5. Temporary CertificaEe of Occupancy -Residential $ 15.00; Commercial $15.00 ^ Date._ ~/2~'JZOfZ New Construction: o'~ Old ar Pre-existirg Building: (check o+neJ - Lo~ation of ProP~Y= ~ln~R1 p~ i'1'la ,_,~y ~r ~ House No. Street Hamlet Owner or Owners of Property; ~l_L~-K ~~N ~J ~ o~-.r Suffolk County Tax Map No 1000, Section %(j G, Block . S~ Lot 3 3 Subdivision Filed MaP• Lot: Permit No..~ ~ `t ~ 1 Date of Petmit. ~ ' i C - i Z Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: i Request for: Temporary Certificate Final Certificate: (check one) Fee Submilted_ $ ~j~ . pli~ fSignatw-e .zap ?~~y StlFFO(,f Town Hall Annex h~0~ c~~' Telephone (631) 765-1802 54375 Main Road ~ ~ ~ Fax (631) 765-9502 P.O. Box 1179 oy • ~ n~ Southold, NY 11971-0959 ~yo! * ,~,~o~tC r_oiler.richertCa~town.southold.nv.us ~+.~<c~} BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Johnnidis Address: 480 Ruth Rd City: Mattituck St: NY Zip: 11952 Building Permit 37437 Section: 1 ~6 Block: 5 Lo[: 33 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Anything Electric Inc License No: 5220-e SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor Pool Nea X Renovation 2nd Floor HM Tub Addition Survey Attic Garage X INVENTORY Service 1 ph 200a Heat Duplec Recpt Ceiling Fixtures 5 HID Fixtures Service 3 ph Hot Water GFCI Recpl 1 Wall Fixtures Smoke Detectors Main Panel 200a A/C Condenser 2 Single Recpt 3 Recessed Fixtures CO Detectors Sub Panel A/C Blower 2 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixures Time Clacks Disconnect 200a Switches 3 Twist Lock Exit Fixtures TVSS Other Equipment: mOdUlar hoUSe, NY State approval #19-55662 mf -Apex Homes serial #10519 200a overhead service Notes: Inspector Signature: ~ Date: April 4 2013 Electrical Certificate.xls ~o~~of so~ryolo Town Hall Annex ~ ~ Telephone (63l}7b3-1$02 54375 Main Road Fax (631) 7G5-9902 P.O. Box 1179 G Q Southold, New York 1 197 1-0959 ~'~OOUNTY,~ BUILDING DEPARTMENT TOWN OF SOUTIiOLD CERTIFICATION ~7l Date: Building Permit No. 1.~~ I' Owner: St~~L l7 ~ Sµfo~~, ~(/~~i'1 OqV~ ~ ~ n (Please print) •J Plumber: S~ ~N ~ ? 5 (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of~~, 20L CONNIE D. BUNCH Notary Public. State of New Yorb. ^ ~ ~ ~ d No. 0i6u81&505C1 / y~~`'c^1 fluaiified in Suffolk County Cornmiasion Erpir ~ Ap'ii t4. 2~.j~o Notary Publiq~~u~ County 4_ . ~ ~~~~OF SOUTy~~ C TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 SPECTION [ FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION [ ]FRAMING /STRAPPING [ ]FINAL [ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) [ ] ELECTR NAL) REMARKS: _ ~ ?~c~/ DATE ~ -3 Y INSPECTOR ` 37 ~ ~ ~ ~ ~03~'oF sW/lyo6 TOWN OF SOUTNOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [ ] FOUNDATI D [ ]INSULATION [ ] FRAMIN /STRAPPING [ ]FINAL [ ] FIREPLACE A C EY [ ]FIRE SAFETY INSPECTION [ ] FlRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) [ ] EL (FINAL) REMARKS: S ~ DATE l v INSPECTOR ho~aoe souryo6 ~j~ ~ TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 1 NSPECTION [ ]FOUNDATION iST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION [ ]FRAMING /STRAPPING [ ]FINAL [ ]FIREPLACE 8~ CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION ~[~LECTRICAL (ROUGH) [ ]ELECTRICAL )FINAL) R', EM\\ARKS: DATE Z ZS INSPECTOR w _ _ _ ~o~,~oF sou~yo6 * ~ TOWN OF SOUTHOLD BUILDING DEPT. M 765.1802 INSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION [ ]FRAMING/STRAPPING [ ]FINAL [ ]FIREPLACE 8~ CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: ~rryL ~GG-e -G/~ `7` l~ INSPECTOR ` DATE ~O~,~pF SO!/Ty~6 TOWN OF SOUTNOLD BUILDING DEPT. 765.1802 INSPECTION [ ]FOUNDATION 1ST [ ] ROU PLBG. [ ]FOUNDATION 2ND [ ] 1 SULATION [ ]FRAMING /STRAPPING [ FINAL ( ] FIREPLACE A CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) REMA KS: `d - r DATE ~ ~ INSPECTOR 3 / 7~ ho~.~ue souryo6 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ] I ULATION [ ]FRAMING /STRAPPING [ FINAL [ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION ( ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) REMARKS: ~ - INSPECTOR DATE CUTCHOGUE EAST PLUMBING 6 HEATING, INC. LINCENSE # 2877-P INDIAN NECK LANE • PECDNIC, LONG ISLAND, N.Y. 11956 TELEPHONE [631 ] 734-7637 I FA~C [631 ] 7342728 qT~ f,~:Uli~ ~ePfi 3I"7I~J ~e ~ ~0~~~~~~5~ ~e5ide"ce ~ ~~tl. v~wtt ~~r~'~t t~ 3~ y3-? ~l Una b~~ i ?J ~a~U~4 ~ ILlo~e ~/eSSv/e ~eS~~d _ I I ~~.~,il Il~i~~ ~I~ ~i ill ~ ~ ~ l! ~ MpR 1 2 2013 l_-- 11 _ n~o FIELD Il~TSPECI~ N REPORT DATE COMMENTS troa FOUNDATION (1ST) ~ "R` W FOUNDATION (2ND) ~ z 0 y ROUGH FRAMING & ~ PLUMBIIVG 31a 1 ~ ~ fir'~M ~ w INSULATION PEIt N. Y, "j STATE ENERGY CODE ~ / . 3 ~ K ~ ~ FINAL L.~ ADDTTIONAL COMMENTS cv~ 31 ~ s ~ z ~ z / o~ L 2rc v c S^ 0 z ~ . U ~ _ TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following before applying? TOWN HALL Board of Health _ SOUTHOLD, NY 11971 4 sets of Building Plans _ TEL: (631) 765-1802 Planning Board approval_ FAX: (631) 765-9_502 Survey SoutholdTown.NorthFork.net PERMIT NO. 3 ~ `f' ~ ~ Check _ _ Septic Form N.Y.S. D. E.C. Trustees C.O. Application Flood Permit Examined ~ I(j , 30 l ~ Single & Separate Storm-Water Assessment Form Contact: Approved ~(~.20~~ Mail to: S'N>cc~ CSJN~ Disapproveda/c_. /SO Wail-,~uiw /~.c Srk7ft~o~~ _ _ Phone:_ 0.1 -'{3 ~a Expiration 20~ \ ~ Burl ing nspector l I --,i• II i ll ~ i; ' PLICATION FOR BUILDING PERMIT JUN 2 8 X012 'I ~ Date (o ~c~~o , 20 l~ INSTRUCTIONS ~u;r, oerr. f~~~~~~ ~ .:~~~t~, pletely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim. the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. ~l" .mil `C=F(l: ~ aJO CJ~icu cal J.,~ -Signature of applicant or name, if a corporation) ~%/SD G1A2rtUic,.) Oz. .~oc//-Nc~~ (Mailing address ofapplieant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder ~~E n~f Name of owner of premises ~ lCK _A oNn1rJ ~ p I (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. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: ~ ;~uTN IC,7. /"IEF1ruc/L House Number Street Hamlet County Tax Map No. 1000 Section /p~ Block S _ IAt ~ 3 _ -.---t Subdivision Filed Map No. Lot 2. Stele existing use and occupancy of premises and intended use and occupancy of proposed construction: a. _F.xisting use and occupancy j~r~c,~,~i LoT b. intended use and occupancy ,S,.t~ cc- ~v,vrc~~7wc zc.r~_ 3. Nature cf work (check which applicable): New Building i L Addition_ Alteration Repair Removal Demolition Other Work_ (Description) 4. Estimated Cost Fee (To be paid on tiling this application) 5. if dwelling, number of dwelling units / _Number of dwelling units on each floor If garage, number of cars / 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front_ ~ Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front y~ ' Rear ~ Depth 27 6" d- 07/ Height ~"t, b ' G `r Number of Stories o~ 9. Size of lot: Front ~as~ Rear_1/Q ~ Depth ~ .S~ ,010 Name of Former Owner (r~ /U14,~,2rmgn-i Z t~,~-z«uo'+lo.J 10. Date of Purchase ~ 11. Zone or use district in which premises are situated ~Iroedi~J1L 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO x I?. Will lot be re-graded? YES NO_Will excess fill be removed from premises? YES NO 14. Names of Owner of premisesl~O NnJ,~»~J' Address (o.Sr.~~i.r- r~i t ou,UY Phone No. 5/6 - G ~6 -S's'G,.t- Name of Architect ~o~y /Jnn.res Address?nz ,tsv Szz ~~"yPhone No (-Pw 3z6 ~9rZ~ Name of Contractor L16N •~s Address 31 cmb~ww~ o,~ Phone No. ~/c, - 3I8- 5 3 9.r Sr+~rhiuw~ 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YF,S NO_~ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data~~lon survey. 18. Are there any covenants and restrictions with respect to this property? * YES___ NO 7L * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) 7f1CCt/ /31P~1n.~ being duly sworn, deposes and says that (s)he is the applicant (Name of i dividual si Wing contract) above named, GONNIE D. BUNCE' Notary Public, State of tJa~ r ~`a4; (S)He is the AGE->JT No. 016U61856t~i1 Contractor, A ent, Cor orate Officer, etc. ° e ~ ~ g p ~ Commission Expires Aprii 14, to of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this ~--~-e day of 20 ~ _ Notary Public i~= ahu of Applicant APPEALS BOARD MEMBERS ~ ~~OF SOUIy~ Southold Town Hall Ruth D. Oliva, Chairwoman ~0 ~ 53095 Main Road • P.O. Box 1179 Gerazd P. Gcehringer ~ ~t Southold, NY 11971-0959 Vincent Orlando rn ar Office Location: James Dinizio, Jr. ~ • Town AnnexlFust Floor, Notth Fork Bank Michael A. Simon mil, j'~~ 54375 Main Road (az Youngs Avenue) ' Southold, NY 11971 http://southoldtown.notthfodc.net BOARD OF APPEALS \n _ TOWN OF SOUTHOLD ~',1 Tel. (631) 765-1809 • Fax (631) 765-9064 ~l 5 ~ FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF AUGUST 18, 2005 Appl. No. 5690: PANAGIOTIS KANARAS Property Location: 480 Ruth Road, Mattituck CTM 106-5-33 (unmerger from 32) SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without an adverse effect on the environment if the project is implemented as planned. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on May 4, 2005 at which time the applicant requested an adjournment to allow time for attendance by an attorney, and July 7, 2005. During the July 7, 2005 hearing, written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: PROPERTY FACTS/DESCRIPTION: The applicant's property consists of 12,500 square feet of land area. The lot lines noted in the 1970 deed are confirmed in the September 29, 2004 survey prepared by Kenneth W. Woychuk, L.S. The adjacent property, deemed merged by the Building Department with the applicant's property, is also 12,500 square feet and is improved with asingle-family house constructed in about 1969, referred to as CTM 106-5-32, BASIS OF APPLICATION: Based on the applicant's January 27, 2005 request for a building permit toconstruct asingle-family dwelling, and the Building Department's January 28, 2005 Notice of Disapproval, citing Code Section 100-25. The reason for the disapproval is that the subject lot (1000-106-5-33) merged with an adjacent lot to the west (SCTM #1000-106-5-32), which has been held in common ownership, during a period of time after July 1, 1983. APPLICANT'S REQUEST: Waiver to unmerge properties underArticle II, Section 100-26 Page 3 -August 18, 2005 ZBA File No. 5690 - P. Kanaras CTM 106-5-33 RESOLVED, to GRANT the waiver of merger as applied for. Vote of the Board: Ayes: Members Oliva (Chainnroman), Gcehringer, Orlando, and Simon. Member Dinizio abstained from voting. This Resolution was duly adopted 4-0-1. • r Ruth D. Oliva, Chairwoman 8/.~f /05 Approved for Filing I bpSmQy ~ ~ Town of Southold -Chapter 236 - Stormwater Management ~r~„~ SWPPP -Storm Water Pollution Prevention Plan Assessment Form GRNF.RAi. INFORMATION: (All Requested Information is Required for a Complete Application) APPDCANr NAME: Owne -Agent- nsulknt-Contractor or Other (CirUe One) property OWNER: (Ir DiReront than Appllcanq - i3ts i=. -„lo Svcs ,NC. l~a. N+cK o t~,v,r~cr Address: /Sa wa Ztiw rescJ O.a, Ad0 Tele Mns a `°O - Lp L P Goy -~.3 F,a Fax r: to..)~"8<//ZD TekplronsR asp. E-Haile S/6- Lp-SY j"n6Ducwa~ ~ AbL-co.-,-~ E-Mae: Property Address: Brief Desai o of Conatruction Activi ICtA Lo m AT Poo ty. Proposed Srrtrchaal BlllPa, SoB . s.C.T.M. t ODD / U~ 3~ Snbalizaoon BMPs, project Scope arui/ot Sequence of Conatrneoon Activity Dbbkl SrdJm abG W rynrvus AJdamM Pages utJeeJ¢d) Hama of Cordractor andlor COnkq PSrson Reaponaibls for hnlrkmenbWon o/SWPPP: Pd(.U~loSCO _GgtJ.1'TSJdC3Uk~. D~ O/J~q p Q__J_i'l______ ti_N_Q^S___ Address: y.(kA~_L ~P=>~_L _1_LU C<-'(-j~JL!_L _[NS~` Telephone P. Fax -f~t11J!MAL_~21't Q?AL aC y1gC$LL ~/t_Gc TB714'l~t__ , E-Mail: Jn/UJ~IM1_Ca~Me4TC-_[(~zy.tuP_S O~_j~uatz Ys;-~s ~xod~1 Fot_<Dwm !S LX C,o va eN Q2 FWUOAiI d,J. Name of Persons Rnponaibk krlmhlktlond M~InlenanndEroslon Control Praelln; -------~-`--'--~--------'----p---~J------ -LV~_Sa/L (e1SLL _/S rLcpT L'~ [Cc:Fh OFjj_EL~SlF=~1'f ~ ' Address: SQ/L _S7/CL ~~__ilr'_--'~('_~, SI dC-"S. .qp?r~OA'-G i _ _ _ 1 Tekphona#: Fax A~A4{Q 7J.J /~1$~ccr~<v.) y~Np IM Mc-~„o jc-__ E-Mail: .~9C~~'L~G.-.... /NS,TF <LA~J CL /,2JOVLAti L "`I~- -----------N~'-'`- TotalAreaolAtl ~~~~=p B6'~-.-~`SCE~?X ~~<?N..f 1N$~LCA7~f,J ' / Tdal Area of Land Ckamg Project parcels: 1, ~ 01~ .R1 aM/or GmuM Dlslwbarica: [A.OW ~f d r ~ 1~ W(S T2'>L C / J c " L_J_LL CVm Tc- 0,<.K_ _ IS F.Ibml Project Duration: Start End (J[~L L>JM1T [t y(c" /N J, lIC FtOMC. _ ~Q /Q (Anticipated) /?(s Date: 7 ig Date: 3) ~ - _ [!J$~,71a c.<r.~ AsS OiL(.vE.y.JA~ Ai.lo LAi,J ~~ll luumerdry.mrrtm,+) ~?~-l0 ~'YJ._ Will this Project Dfsturbe five (Sj or More Acres at ® ' Any One Time During the Proposed Development ? -Yres~ No` - - ~ _ _ _ _ _ _ , _ - If VEd: Please Answer tM Foilowinal a. ties a Applicant have a Qualified Inspector On Q Q Staff To Conduct the Rgquired Inspections ? Yes No b. Does the SWPPP Indicate How Frequently the Site ~ O List the NAMES or description o/all Pokntfally Impacted Waterbotlfes anNOr Wetlands: Inspections will Occur and for What Period of Time 7 Yes No No a~~ c. Does the SWPPP Adequately Identify All Temporary Q ~ and/or Permanent Soil SfabalizaCOn Measures ? Yes No - _ ~ ~ ~ _ - - - tl. Does the SWPPP Adequately Identify a Complete ~ Q - - - - - - - - - - - _ - Project Phasing Plan ? Yes No ' e. Does the SWPPP Indicate Additional Site S ~ O Sbtus o/ Impacted Wmerbody: (eg. TMDL, ]#Jtd) Lkted, Impalrcd_.) ' peelfle Practices that Will be lHlized to Protect Water Quality? Yes No Nor~r- I L Has the Applicant Submitted a Completed DEC Notice - - _ - - - - Of Intent and SWPPP Acceptance Porn for Review Q O Type of Impacted Walerbody: (eg. Lake, Creek, Bay, Pond, sourH, Freshwakr WetlarW...) by the Town of SouthoM ? Yes No NuNr' STA'1'F. OF NF,W YORK, COUN77 OF.S~.~~~ SS CONNIE D. BUNCH ~ A Notary Public, State of Naw York That I, ...~~~-t being duly swum, deposes and sa7(d9j~~sb~5~cant for Permit, tNa a eividual3fgniry Do<unantj puaHfied m And that he/she is the .......................................~(a.~,-tT..-..-.-- ........f,.pt!!rnission Eupires April 14, 2~ ~a bacto'L~Ager , - (Owner, COn Cpxporale OMwr, atcj Owner and/or representative of the Owner or Owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and ' that the work will be performed in the manner set forth in the application Ciled herewith. j Swom [o bef re me this; daY of ,~..p 2(~ Notary Public:......5.~\!::.'!r.~._`!:~~-~.~-. (SignaNre Appbon SWPPP Assessment FORM: 03-12 Oct 08 12 11:28a Rnything Electric Inc. 631-589-1334 p.l 11-lU-IU:iw•uo o~~pF SU~Tya - - r J , p"" ~ ~ i~lie l~Il ~Gi•'~1~0Y~ ! Tom 14:JI /uulex ~ ~ Sd375 M.vn Ron<I ~ ! e ~ ~ ~ d ~ 1'.C~.13or1{7~ ~ ~O OC+T ~ $tntdudd, NY ] l'J71-UY39 /y~ ~ ~ 0 ~ I 1 ~ '~~bUIVfV ~ G DEPARTMF:N'1' ~ _ 7_-', IiUILD1N _ ` TOWN OF SOUTHOLD - _ _ APPLnnICATI/~ON~FQOR ELECTRICAL INSPECTION REQUESTED BY: /"T sue/ / Date: ~d Z- Company Name: ; /r~,f/'~ c_ Name: / N~ License No.: S Z Z d Address: j S 2~ i K/ e- 2 /~fi`~-/-~,~Gc 7 Phone No.: Q - 3 / - ' ~ 3 3 `J~ l0 3 / ' y,~ d AT;~--~ JOBSITE INFORMATION: ("Indicates required information) 'Name: Jil1~ /JIU, ~ S "Address: Lj/`/fv X1-/9 •Cross Street: ~ i«ti ~r 2 d •Phone No.: / ~~ri ~ 7 ~ ~~51~ Permit No.: 3 ~ ~ 7 Tax Map District: 1000 Section: Block: Lot: "BRIEF DESCRIPTION OF WORK (Please Print Clearly) (~?r{~'~ /"1 dd yl~ f l~ S ~ r~~ ~ pie •Z ou p h/• (Please Clrcte All That Apply? •Is job ready for inspection: YE N Rough In Final "Do you need a Temp Certificate: E NO Temp Information (If needed] 'Service Size: 1 Phas 3Phase 100 150 200 300 350 400 Other 'New Service: Re-connect Underground Number of Meters Change of Service Overhead rti2L? Additional Irrforrnation: PAYMENT DUE WtTI~ APPLICATION ti-J ~c 82-Request for Inspection Form TOWN OF SOUTHOLD PROPERTY RECORD CARD i6`i - Boa - IaE -.~"-.3~ OWNER STREET L- VILLAGE DIST. SUB. LOT FORMER WNER ~ ~ ACR. S, p afote~.as ~ a87 I /YibYO ~ 2~~,~' Qr~$ S ~C~G.96 ~ ~ TYPE OF BUILDING pS p ~ 1 ~ ~5 2E5. 3 ~ 1 SEAS. VL. FARM COMM. CB. MISC. Mkt. Value LAND IMP. TOTAL ,/DATE REMARKS / !P 0 3d 8 - # u3~ -}v Q CU'a5 - ~ " Ras o5- 1 a i - ~ AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre Tillable 1 Tillable 2 tillable 3 Noodland iwampland FRONTAGE ON WATER 3rushland FRONTAGE ON ROAD /DO ~ ~c ~ s'~; S""Q~ DEPTH ~ louse Plot ~ Z S BULKHEAD total DOCK COLOR ~ TR6M M. Bldg. Foundation Bath Dinette Extension Basement Floors K. Extension Ext. Walls Interior Finish LR. Extension Fire Place Heat DR. Type Roof Rooms lst Floor BR. Porch Recreation Room Rooms 2nd Floor FIN. B. Porch Dormer Breezeway Driveway Garage Patio i 0. B. Total -i i I~C~ S_ 3'~ ~ 3 ~ Nicholas Johnnidis 65 Weir Lane Locust Valley, N.Y. 11560 (516) 676- 5565 April 14, 2013 Town of Southold Building Department Please send all future correspondence to me at the above address including the Certificate of Occupancy. The initial application for the C.O. was made by my project manager, Stacey Mohrman. Since hun•icane Sandy she has not been involved in this project forcing me to take over. Final inspection of the property located at 480 Ruth Road, Matttituck is scheduled for Wednesday April 17, 2013. Please be advised that I am currently in the process of hiring another contractor to re-grade the property and plant grass seed. My original contractor Ken Rousell has already collected his money for the final grade and clean up and refuses to correct this mess. r ~ ~ ~r ~ _ ~ Thank you for kind consideration I ~ i ~ ) ~s~ APR 16 2013 ;j~~ f i rr Nicholas Jo1~ntiidis J STATE OF NEW YORK DEPARTMENT OF STATE ONE COMMERCE PLAZA ANDREW M. CUOMO 99 WASHINGTONN AVENUE CESAR A. PERALES GOVERNOR ALBANY, NY t2231-000t SECRETARY OF STATE April 4, 2012 Mr. Kyle Nornhold Apex Homes, [nc. 7172 Route 522 Middlebourg, PA 17842 RE: M 1168-02-074 System Approval Extension Dear Mr. Nornhold: This letter is to inform the Code Enforcement Official that the New York State Department of State (DOS) has granted the extension of the expiration date to al low the construction of Factory Manufactured Detached One- and Two-Family Dwellings and Multiple Single-Family Dwellings (Townhouses) System of Models under approval designated M 1168-02-074. The Manufacturer shall be responsible for assuring that homes or components bearing insignias issued during the extension period comply with the requirements of Residential Code of New York State 2010. This extension will expire une 30, 201 A copy of this letter shall accompany plans and specifications submitted for a building permit and be deemed a duplicate original. I am hopeful that you will find this extension of assistance. Sincerely, Ronald Piester, AIA Director, Division of Code Enforcement and Administration cc: Rick Wenner, PFS Corp. File <M 1168-02-074 Ext Ltr.wpd> WW W.DOS.STATE.NY.US E-MAIL; INFO(~DOS.STATE.NY.US w e~o-eriie 1-r•e-, rrunt~rv~aVUD I,UUCJ Jlci'icib°F9Gf 10:%K771J (bb'S (~'S4b f'd 9e:1~1 STATE OF NEW YORK DEPARTMENT OF $TATE ONE COMMERCE PlA2A ANDREW M. CUOMO 99 WASHINGTON AVENUE ~ CESAR A. PERALES GOVERNOR AL6ANY, NY 12231-0001 SECRETARY OF STATE August 8, 2012 Mr. Kyle Nomhold Apex Homes, Inc. 7172 Route 522 Middlebourg, PA 17842 RE: M 1168.12-085 MODIFICATION FOR PROJECTED DORMER Modification of System M 1168-02-074 Dear Mr. Nornhold~ In reference to your written application for approval received August 3, 2012 for modification to approved system designated M1168-02-074 is hereby approved to include use of projectetl dormers in compliance with the Residential Code of New York State 2010 (RCNYS). This approval is authorized under Title 19 NYCRR Part 1209 end will remain in effect until February 25, 2013 unless sooner revoked, and is subject to renewal at that time. The conditions of approval remain as provided in the approval letter dated July 6, 2012. Enclosed with this letter are the approved plans applicable to this modification. All construction shall be in conformance with the approved plans and the Residential Code of New York State 2010. Should you have any questions, please do not.heskate to contact me. Sin ly, James L. Harding, P.E, Senior Building Structural Engineer Division of Code Enforcement and Administration Enclosures: One stamped set of full size plans cc~ Rick Wenner, P.E., PFS Corp. File <M 1168-02-074 Mod for projected dormer.doc> 1MNJJ.DOS.STATE.NY.US E-MAIL: INFO(~DOS.STATE.NY.US cooee DtvtataN State of New York Department of State Division of Code Enforcement & Administration 41 State Street, Albany, New York 12231 D[PAanr[rn 0?9TAr[ (SIS) 474-4073 fax:(518)486-4487 www.dos.sta[e.ny.us NOTICE OF APPROVAL This notice serves to inform the local Code Enforcement Official that the New York Department of State (DOS) has reviewed and approved plans, as authorized pursuant to 19 NYCRR Part 1209, Regulation and Fees for Factory Manufactured Homes, to allow the construction of single famiy homes, two family homes, and/or other modular buildings or components in compliance with the State Unifomt Fire Prevention and Building Code, as described herein: Manufacturer's Name: Apex Homes Inc. 7172 Route X22 Middleburg, PA 17842 Building Description: Detached One- and Two-Family Dwellings and MuRiple Single- Family Dwellings (Townhouses) Approval Number. M 1168-02-074 Applicable Code: Residential Code of New York State 2010 (RCNYS) F~tpiretian Date: February 14, 2013 Maximum Ground Snow Zone: 85 PSF Seismic Design Category: A, B, C Basic vend Speed: Not more than 120 mph Exposure Category: A, B, or C DOS Contact Person: James L. Harding, PE Additional Conditions: None Approval Date: July 6, 2012 Ronald Piaster, AIA Dirocror A copy of this Notca of Approval snail accompany all pWns and specficevons submitted as part of a pertnk appkcafion. Plara should not requiro a DOS seat provided the registered design professional referonces the approval number and certifies Mat the plans antl specficatlons conform to the plans arW spedficatbna approved by and on fib wkh the DOS. The approval identified above is limited to all construction that takes place in the factory. Sits related work induding installatlon and eonnsedon of the building arWlor components, foundadona, mechanical eonnectiwra, stairs, decks, etc. is the responsibifity W the Code EMoreemeM Offidal. The proaence of the insignia of approval shall bs proaumptive evWence that the factory manuhcturod horns or component canplies with the provisions of the RCNYS. If the wde enforcement otfldal belkves that any factory manuhctured component is in violation W one or more provisions of the RCNYS, hdahe shoukf contact the DOS for fuNrer review andlor datsrminatbn. S.C.T.M. N0. DISTRICT: 1000 SECTION: 106 BLOCK: 5 LOT(S): 33 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES PERMIT FOR APPROVAL OF CONSTRUCTION FORA SINGLE FAMILY RESIDEP•CE ONLY MAY 2 2 2017 J DWELLINGS DATE _ F.~ RirP!F~O. /~'/~-~~-C~'~ 1 ~ ' ;~1 W/PUBLIC WATER / ~i<- ~1 150' APPROVED FOR MAXI d ~ DEDRCOMS E! EXPIRES THR E EAF;B F M DATE Of APPRO`?AL I~-~'" MAP OF CAPTAIN KIDD ESTATES S87° 11'00"E 100.00' x 4' CHAINLINK FENCE 0.9•S EL 52.4 POST EL 52.5 O ~ Q DWELLINGS W/PUBLIC WATER In ° ~ 150' C~) ~ .--I .-1 2ND FLR. CANTILEVER DWELLINGS ELEV. 51.3 ~ W/PUBLIC WATER ° 11.5' OR BROWN ~ 150' LOAM 1.2' EL(53.0) 48.0' EL(53.0) K • ROWN SIL W H • 26.0' PROPOSED SAND 3 ~ 2 STY FRM. GARAGE N 3.5' 1 N DWELLING WITH CRAVE _ w 14.0' 26.0' O_ 0] 34.0' ~ ~ EL(52.0) EL(°~2.0) ~ COVERED PORCH ~ A W ~ ~ ¢ ~ PALE O ? IW w ~ BROWN " i :U ? ~ FINE $ ~ ~ _ .N L7 u' SANU O ~ W ~ ~ NO WATER l+y H O 1 W ~ 5 EXP ~ ~ 13 o x 0 MIN ~ .a a 9-30-04 R Z ~ LP ~a <a4JOSg• a EL 51.2 M N I 51.3 EL 51.3 291.50 N 87° 11' 00"y1T PosT ~ 10 ' 00' EXISTING WATER MAIN CL 50.9 CL 50.24 CL 50.22 RUTH (50') ROAD 22't ASPHALT PAVEMENT - TOWN MAINTAINED DWELLINGS VACANT DWELLING ~ W/PUBLIC WATER 100' W/PUBLIC WATER NYTN3 150• THE WATER SUPPLY, WELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS UPDATE/CHANGE HOUSE 04-10-12 ANO OR DATA OBTAINED FROM OTHERS. AREA' 12,500 S.F OR 0.29 ACRES ELEVATION DATUM: ASSUMED UNAUTHORIZED ALTERATION OR ADOI TION TO THIS SURVEY lS A VIOLATION OF SECTION 7109 OF THE NfW YORK STATE EDUCATION LAW. COP/fS OF THIS SURVEY MAP NOT BEAR/NG THE LANG SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO B£ A VAL/D TRUE COPY. GUARANTEES /ND/CA TED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM TH£ SURVEY IS PREPARED AND ON HIS BfHACF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LfND/NC /NSTI TUTION LISTED HEREON, AND TO THE ASS/CNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HE"REON FROM THE PROPERTY LINES TO THE STRUCTURES ARf FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE N07 INTENDED TO MONUMENT TH£ PROPERTY LINES OR TO GU/DE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNR£CORDEO ARf NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY suRVEY oF: DESCRIBED PROPERTY CERTIFIED T0: NICK JOHNNIDIS; MAP OE FILED. slrunrED AT: MATTITUCK TowN oF: SOUTHOLD KENNETH M. WOYCHUK L.S. SUFFOLK COUNTY, NEW YORK ~ Land Surveying and Design P.O. Boz 3, Mattituck, New York, 11952 EILE q 24-106 SCALE: 1~~=20• DATE:$EPT 29, 2004 PHOIif (691) 298-1688 FAX (891) 298-1688 N. Y. S. UC N0. 50227 m~iptatptp~ the records of Roberl 7. Heppeeay S.C. T.M. N0. DISTRICT: 1000 SECTION: 106 BLOCK: 5 LOT(S): 33 DRAINAGE CALCULATIONS: A) BLDG. FOOTPRINT=1,486 SO.Fi. 1,486 x 0.166=246.67 < 247cf REQUIRED (1) 8'DIA x 6' DEEP DRYWELL=264c/ PROVIDED B) DRIVEWAY=660 S0. F7. 66G x 0.166=109.56 < 1tOc/ (1) 8'DIA x 3' DEEP DRYWELL= 132c/ PROVIDED DWELLINGS W/PUBLIC WATER 150' MAP OF CAPTAIN KIDD ESTATES S87° 11'00"E 100.00' _ - X • ~ 4' CHAINLINK FENCE 0.9'S EL 52.4 52.5 ~ OST O O O o O DWELLINGS ~ s ~ W/PUBLIC WATER ~ ~ 150' ..-t .ti / ~ 2ND FLR. CANTILEVER DWELLINGS ( wELL1 ELEV. 51.3 ~ W/PUBLIC WATER ~ ~ h ~ + t t.5' DR BROWN ~ 150' 1.2' ~ EL~53.0) 48.0' EL(53.0) LOAM - ~ ~ _ ROWN SIL ~ 26.0' ~ PROPOSED V? SAND 3 ~ ^ 2 STY FRM. GARAGE N 3.5' Y N DWELLING WITH CRAVE ~ ~ 26.0' ~ 14.0' m EL(52.0) 34.0' ~ ~ COVERED POR H EL(52.0) O > O Q a W p 2 IU W I "Jw I BFMFN O O ~ G TO O N I W ~ ~ C SANDE U1 ~ ~ ~ I W ~ ~ NO WATER 17' C\2 5 EXP Z O ja o° W O MIN ~ ~ d' 3 ~ ?~i / ~ 9-30-04 ~ ~ O d ( DRr ~ Ra LP 10 MIN i a wELL~ <a4J328• p..] •OS. EL 51~ M N L 51.3 ~ ~ 291 .50~ El 51.3 N87°11'00"W - PosT ~ 10 .00' EXISTING WATER MAIN CL 50.9 CL 50.24 CL 50.22 RUTH (50') ROAD 22't ASPHALT PAVEMENT - TOWN MAINTAINED DWELLINGS VACANT DWELLING ~ W/PUBLIC WATER 100' W/PUBLIC WATER NYTN3 150' ADD DRYWELLS 07-1 1 -12 TH£ WATER SUPPLY, N£LLS AND CESSPOOL LOCATIONS SHOWN AR£ FROM Fl£LD OBSERVATIONS UPDATE/CHANGE HOUSE 04-10-12 AND OR DATA OBTA/N£D FROM OTHERS. AREA: 12,500 S.F OR 0.29 ACRES ELEVATION DATUM: _%>SSUMED UNAUTHOR/ZED AL TERAT/ON OR ADDI T/ON TO THIS SURVEY lS A VIOLATION OF SECTION 7209 OF THE N£W YORK STATE EDUCAT/ON LAW. COPIES OF THIS SURVEY MAP NOT BEAR/NC THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT B£ CONS/D£RED TO BE A VAL/D TRUE COPY. GUARANTEES /NDICA TED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY lS PREPARED AND ON HlS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LEND/NG INSTITUTION LISTED HEREON, AND TO THE ASS/GNfES OF THE LEND/NG INSTl TU710N, GUARANTEES ARf NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR ASPEC/F/C PURPOSE AND USE THEREFORE THEY ARf NOT /N7fNDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECT/ON OF FENCES, ADD/T/ONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY suRVEr of DESCRIBED PROPERTY CERTIFIED TO: NICK JOHNNIDIS; MAP OR FILED: slTUnrED AT: MATTITUCK TOWN oF: SOUTHOLD KENNETH M. WOYCHUK L.S. SUFFOLK COUNTY, NEW YORK ~ ,/,i~ ~~_._t/ Land Surveying and Design vLi P.O. Boz 3, Mattituck, New York, 11952 FILE ~ 24-106 SCALE: 1 "=20~ DATE:$EPT 29, 2004 N. r. s. Llc No. soz2y PHONE (831) 298-1688 PAX (891) 298-1588 melntainin( the records of Robert J. Hennessy ~-rJ ~r~ c-Kc,~rg~11N6 ~ SC6 - ~os~-3/ o S.C.T.M. N0. DISTRICT: 1000 SECTION: 106 BLOCK: 5 LOT(S): 33 M~~ULIQ!L 1~~(- DRAINAGE CALCULATIONS: l~ A) BLDG. FOOTPRINT=1,486 SO.Fi. 1,486 x 0.166=246.67 < 247cf REQUIRED V 11,, (1) 8'DIA x 6' DEEP DRYWELL=264cf PROVIDED yyo) DRIVEWAY=660 SOFT. ~ r VV 660 x 0.166= 109.56 < 110cf (1) 8'DIA x 3' DEEP DRYWELL= 132cf PROVIDED DWELLINGS ` 3 j ; la I (.xUnti 6RgI-t (1,ck W/PUBLSCO WATER w ; f ~LI~~;Ay o~y~~wG I'Y"~~~,>~~~~ ~ ~ ~ MAP D ESTATES ~ ~ ~ S °11'00"E 100.0 +c, J ~ b - X 4' CHAINLINK FENCE 0.9'5 EL 52.4 P?~~ vi/S, ~ EL 52.5 POST p~'rL {dad. ~ ~ ` ~ O _C~ M f ~ DWELLINGS O I~/' ~,~L~Ky,n~ A6Kr ~>~Ap' ~ W/PUBLIC WATER ~~'"'''I~""~~ ~ ~ 150' _ 41vu1?I~ ~I/~ ~t ( DRY 1 ~ ,~hµ 2ND FLR. CAN7ILEVER~,~_I~ W/PURL CI W TER ~WELL~(~~ o tt.s' ~'~N~~.w. s ELEV. 51.3 ~ 150' ~ T • '~e~~'~ V ~ ~ DRLOAMWN 1.2' ~ EL~53.0) 48.0 EL(53.0) ~ ~ _ ~ V \ ~ ROWN SIL H 26.0' \ PROPOSED v? V ~ SAND 3 ~n 2 STY FRM. GARAGE N 3.5' Y Q~-~\ N DWELLING WITH GRAVE \ - W \ 14.0' -u ~ m EL(52.0) 34.0' ~ O COVERED POR H w W ~ ~ ~ Q~ O PALE Qi O IW ~ BROWN Q _ W ~ e•N FINE O I / ~ ~ ~ G SAND N~rir ~ l1•~~ l.J I ~ NO WATER 17. F+y P~rc~ac~o p/I.r~ M~ E ~ o _ ~ ~ ~ e6 hYuww~J z Lp I o / ! i D ~ ~ ~'I ~S'°-°4 J E'' 10 MIN . a ( / Eu~ ` ~ <e$ 3 I-a IMA'IL1rL/I1. ~ s 5' I - ~d~ a,J pSB. ,r / f EL 51.2 flfr/M~~ •3 291.50 EL 51. run~~~. S~Nr/o~{v N87°11'00~~~''b ~.~j PosT I 7 p,.ys aao s,cs tact o6 rlflr ~ ccC.~C! - S'u~lnr EXISTING WATER MAIN l,~. CL 50.9 ~ ~ /~G41IO ~ r~Alait~l~ CL 50.24 CL 50.22 RUTH (50') ROAD -rA,Aat/Gs "n~wex.~1. MUa 70 22't ASPHALT PAVEMENT - TOWN MAINTAINED I~Aorr/~Y ~~f~~ O2iTt>f4S~ 1~ DWELLINGS VACANT DWELLING ~ W/PUBLIC WATER 100• W/PUBLIC WATER NYT/J3 150' Is F/a/ a kw•~IJ C sa'' •I ADD DRYWELLS 07-1 7 -12 THE WATER SUPPLY, WELLS AND CESSPOOL dA,(,~w A'LA` ~rM LOCATIONS SHOWN AR£ FROM FIELD OBSERVATIONS UPDATE/CHANGE HIOU$E 04-1 D- ~ 2 ~ ~ AND OR DATA OBTA/NED FROM OTHERS. AREA: 12,500 S.F OR 0.L9 ACRES ELEVATION DATUM: ASSUMED UNAUTHOR/ZED ALTERATION OR ADDI T/ON TO THIS SURVEY lS A WOLAT/ON OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COP/ES OF THIS SURVEY MAP NOT BEAR/NC THE LAND SURVEYORS EMBOSSED SfAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUfJ ONLY TO THE PERSON FOR WHOM THE SURVEY /S PREPARED AND ON HlS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LEND/NC /NSTI TUTION LISTED HEREON, AND TO THE ASS/GNEES OF THE LEND/NC INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENS/ONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR ASPEC/FIG PURPOSE AND USE THEREFORE THEY ARf NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO CU/DE 1HE ERECTION OF FENCES ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY ENDENT ON THE PREM/SES AT THE TIME OF SURVEY suRVEY oF: DESCRIBED PROPERTY CERTIFIED TO: NICK JOHNNIDIS; MAP OF: FILED: slruATED AT: MATTITUCK TOWN oF: SOUTHOLD KENNETH M. WOYCHUK L.S. SUFFOLK COUNTY, NEW YORK t~ ~~_,_t~f Land Surveying and Design /~-.a.T.[ P.O. Boz 3, Mattituck, Nev York, 11952 FILE $ 24-lOE SCALE: 1"=20' DATE:SEPT 29, 2004 PAONS (691) 29a-1586 RAX (83f) 298-1588 N. Y. S. LIC P10. 5022) meintainin` the records of Rahert J. Nenneeey f S.C.T.M. N0. DISTRICT: 1000 SECTION: 106 BLOCK: 5 LOT(S): 33 ~/R10-12-0025 DRAINAGE CALCULATIONS: ~9~ ~ yr r;v>~,,E _ A) BLDG. FOOTPRINT= 1,486 SO. F7. I 1,486 x 0.166=246.67 < 247c( REQUIRED (1) 8'DIA x 6' DEEP DRYWELL=264cf PROVIDED t,~, ~ ,),j R/o-JL o07~' 8) DRIVEWAY=660 SO.Fi. ~•,t. sa~. 660 x 0.166=109.56 < 110c1 -'`avc y , u: (1) 8'DIA x 3' DEEP DRYWELL= 132cf PROVIDED ~ i~. oe ..L:,.. .V811ef JflgtBr' F [`.'F;C•• ,',ee dM?akrAa~e, +Nan<+_,e .~-nr MAP OF CAPTAIN KIDD ESTATES fCS't "'Tz'" F,.o~y S87°11'00"E ~=100.00' X 4' CHAINLINK FENCE 0.9'S EL 52.4 EL 52.5 POST O O O o O o ~ ~ ~ a rl rl ~ ~ WOOD r-_--.--:---: ( DRY ` STOOP 2ND FLR. CANTILEVER I - _ ~C- ~ ~ ~ - ~wELL/ EL 52.1 a0 a ns' EL 52.2 ~ 48.0' I ~ BILC i I Z i ~ 2 STY FRM. o cv ~n I Iv I ~ Q ~n DWELLING ~ jj N I I p I__-. Q N FFL=56.2 ~ ~ o w 14.0' ~ w I m 26.0' EL 52.0 34.0' ,°o EL 52.2 ~ __-I _ ~ 26.0' y ~ I ~ COVERED PORCH O - A ~ O W a o' ~ > O~ O O 34.6' ~ ~ wl w p O 30.8' ;n U ~ ~ I-',I I 39.9 ~ o O ~ ~ u ~ U1I w ~ W 0 ~ 0_ F~y ~ W I ~ W O LP a ' ~ R, ~ ,Z 3 1 (s 33 ~ 43058' I~ EL 51.2 I \ O / EL 51.3 291.50 POST N87°11'00"W w.M.~j 10 .00' EXISTING WATER MAIN CL 50.9 CL 50.24 CL 50.22 RUTH (50') ROAD 22't ASPHALT PAVEMENT - TOWN MAINTAINED RECEIVED nN3 JUN 12 2013 DRY WELL LOCATION BY OWNER 02-19-13 StIFF.CO.HEALTWS~FtVIC~B FINAL SURVEY 01-18-13 A ~T. FOUNDATION LOC. 9-12-12 THE WATER SUPPLY, ADD DRYWELLS 07-11-12 LOCATIONS SHOWN AR£ FROM FIELD OBSERVATIONS UPDATE/CHANGE HOUSE 04-10-12 AND OR DATA OBTAINED FROM OTHERS. AREA: 12,500 S.F OR 0.29 ACRES ELEVATION DATUM: _ASSUMED UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY /S A KOLA T/ON OF SECTION 7209 OF TH£ NEW YORK STATE EDUCATION LAW. COP/ES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONS/DERED TO BE A VALID TRUE COPY. GUARANTEES /ND/GATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY /S PREPARED AND ON HlS BEHALF TO THE T/TLf COMPANY, GOVERNMENTAL AGENCY AND LEND/NG INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING /NST/TUT/ON, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY L/NES TO THE STRUCTURES ARf FORA SPEC/F/C PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE TH£ ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON TH£ PREMISES AT THE TIME OF SURVEY suRVEV oF: DESCRIBED PROPERTY CERTIFIED T0: NICK JOHNNIDIS; MAP OF: FILED: siTUATED Ar: MATTITUCK rowN oF: SOUTHOLD KENNETH M. WOYCHUK L.S. SUFFOLK COUNTY, NEW YORK ~ Land Surveying and Design P.O. Boz 3, Mattituck, New York, 11952 FILE ~ 24-106 SCALE: 1"=2D~ DATE:$EPT 29, 20D4 PHONE (891) 298-1588 FAX (891) 298-1586 N. V. S. LIC N0. 50227 meintalninQ the records of Rohert 1. Henneaey STATE OF NEW YORK WORKERS' COMPENSATION BOARD CERTIFICATE OF IIVSURANCE COVERAGE UNDER THE NYS DLSABILITY BENEFITS LAW PART 1. To bs ctxn Dbabll Beneflfs CaMsr or Lkertsed Insurance txtt of that Carder la Legal Name and Address of Insured (Use streG address only) lb. Business Telephone Number of huurcd OVERTONS CONSTRUCTION INC. 631-543-9412 AT1N: KEVIN OVERTON la NYS Unemployment Insurence Employer 31 LEDGEWOOD DRIVE Registration Number of Insured SMITHTOWN, NY 11787 ld. Federal Employer [demificetion Number of Insured or Social Security Number 300115701 2. Name and Address of the Entty Regtrtstirtg Proof of Coverage 3a Name of htsurence Carrier (Entity Being Listed u the Certificate Holder) Zurkh Americas Iasanoce Company TOWN OF SOUTHOLD SB South Service Road, Melville, NY 11747 P O BOX 1179 SOUTHOLD, NY 11971 3b. Policy Number of entity listed in box "la": 3365040 -001 3c. Policy effective period: 3/7/2012 To 3/7/2013 4. Poll covers: a ~X All of (he employer's employees eligible under the New York Disability Benefits Lnw b. ~ Only the following class or classes of the employer's empbyees: Under penalty of peryttry, l ceRify that I am en authorised representative or licensed agent of the insurance carrier reRrtstced above end that the named insured has NYS Disability Benefits instumce coverage as described above. Date Signed ttrterzotz gy ~ (Si®Wtae of iromence nrriefa authorized rapesetdelive m NYS Livened Luumnca Agent of sat ataaanee cartiez) Telephone Number (63l) 645-2200 Title Operations Manager AiPORTANT: Rbox "Ia" is oheelmd, aM this form is sigrad by the htasartce eamds atalnriad tep,asertntive err NYS Licereed hnnarttce Agad of Jut carrier, this certificate is COMPLETE. Mail it dvxtly m the arri6cate holder. R box "46" is cMeked, dtis wtificate is NOT COMPLETE for purposes of Section 220, Subd 8 of the Disability Berofita Law. It mtW be mailed for wmpletion m the Wor4en' Compermtion Board, DB Plsn Aoceptanae Unit, 20 Park Street, Nhmry, New York 12207. PART 2. To be com ktsd NY8 Wtxitsts' Com neatbn Board On N box "4b" of Part 1 has been checked State IN Nest York Workers' Compensatloa Hoard According to information maintained by the NYS Workers' Compensation Board, the above-named employer has complied with the NYS Disability Benefits Law with respect to all ofhis/her employees. Date Signed gy (Siptsbae of NYS Warkere' Companatan Bond Employee) Telephone Number Title Pleve Notes Only inmvaace cmriers ltcettted to write N}5 disability benellts insurance policies and NYS licersed irtsurmsce agenu ojthose imfurrmtce cmriers me mulrorized to issue Form DB-110.1, lasarrence brokers rare NOT outkorized ro taste dFir jorrw. DB-120.1(5-Ob) Additional InatruMions for Form DB•120.1 By sigeing this form, the insurance terrier idartified in box "3" on this form is artifyiog flat it is insuring the business referenced in box "la" for disability benefits under the New York State Disability Benefits Law. The htsurturex Cartier or its licensed agent will seed this Certificate of Lrsuronx to the entity listed as the certificaze holder in box "2". 17Fts CerdJteale tr vend jor dYe earda ojone yeah alter dY@ ja~mr Lr appmvsd by the Insurance caner or Its !/tensed argerrti or Me padcy expJratlon date /[sled /n txac "3c". Please Note: Upon the cancellation of the disability benefits policy indicated on this form, if tha business continues to be Hamad oo a permit, license or contract issued by a certificate holder, the business must provide that cetifica<e holder with a new Certificate of NYS Disability Benefits Coverage or other wthorized proof that the business is complying with the mandatory coverage rcquircmenb of the New York State Disability Benefits Law. DISABILTTY BENEFITS LAW §220. Subd. 8 (a) The head of a state or municipal department, board, commission or office authorized or required by Iaw to issue any permit foc or in connection with any work involving the employment of employees in employment as defined in this article, and notwithstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that the payment of disability benefits for all employees has been secured as provided by this article. Nothing herein, however, shall be construed as creating any liability on the part of such state or municipal department, board, commission or office to pay any disability benefits to any such employee if so employed. (b) The head of a state or municipal department, board, commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employces in employment as defined in this article, and notwithstanding any geneal or special statute requiring or authorizing any such contract, shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that the payment of disability benefits for all employees has been secured as provided by this article. DB-120.1 (5-06) ®New York State Insurance Fund IYarkers' Coarpeawtfon ~ Dlaabili(y BeaeJitr Speccldlua Sbrc61 X14 8 CORPORATE CENTER DR, 3RD FLR, MELVILLE, NEW YORK 11717-3129 Pliac (831) 7584300 CERTIFICATE OF WORKERS' COMPENSATION IN8URANCE 300115701 OVERTON3 CONSTRUCTION INC 31 LEDGEWOOD DRNE SMRHTOWN NY 11787 POLICYHOLDER CERTIFICATE HOLDER OVERTON5 CONSTRUCTION INC TOWN OF SOUTHOLD 31 LEDGEWOOD DRNE P O BOX 1178 SMITHTOWN NY 11787 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE 12018 781-1 95040 03!07/2012 TO 03/07/2013 826/2012 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY N0.2018781-1 UNTIL 031072013, COVERING THE ENTIRE OBLIGATION OF THIS POLCYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT 70 ALL OPERATKNS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF SAID POLK:V IS CANCELLED, OR CHANGED PRKXT TO 03/072013 fiV SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 10 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GNEN TO THE CERTIFICATE HOLDER ABOVE. NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFIGENT COMPIUNCE WITH THIS PROVISION. THE NEW YORK STATE INSURANCE FUND DOES NOT ASSUME ANY LIABILITY IN THE EVENT OF FAILURE TO GNE SUCH NOTICE. TH18 PCILICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE IN91JpW COINORATION. KEVIN OVERTON (PRESIDENT) OF A ONE PERSON CORPORATK)N THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BV THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING Th19 certificate can be validated on our web site at tdtpelAvww.nya'rf.coMcerVCertvel.aap or by calling (888) 8755790 VALIDATION NUMBER: 879187480 LI-28.3 K roe AP-A15269 SHEET NO. 1 OF Q4 David E. Billingsley, PE CALCULATED BV DB DATE 6/7/2012 217 East Main Street • Mitltlle0urg, PA 17842 CHECKED BV DATE Pnona (570) 837-0577 • FAX (570) 837-0585 I ~ ~ i , I~ i Design Criteria ~ ~ ,r`~ i 3 ~ I } 7 ~ ~ ~ T(~~d i(li~ ~°3 , F,j Location: - '4°r~, ~ J.; v S " NY ` ~ 120mph Exp C or less 06/08/12 Building Description: Residential Two Story Modular Wood Frame Construction Codes: 2010 New York Residential Code 2005 NDS ASCE 7-05 Building Importance Category: II Seismic Criteria Seismic Design Category (SDC) B Short period design spectral response acceleration (SDS) 0.32 Seismic Importance Factor 1.00 Basic Wind Speed Vasd = 120 mph (3 second gust) Exposure = C Wind Exposure Adjustment Factor = 1.4 Wind Importance Factor 1.00 1.0 Snow Load Ground Snow Load = 20 psf Snow Importance Factor 1.00 REScheck Software Version 4.4.3 ~F,y ~ t Compliance Certificate ~;~~''°~r°~~, "q~ i <<,_~~- Al~ 1 f rr 1 ~~.t~;n . ~ z~ ~ r Project Title: Qn-15269 r4 bq JgB2yp ti~ Energy Code: 2010 New York Energy Conservation Construction Code `p~ c NPL Location: Suffolk County, New York Construction Type: Single Family Glazing Area Percentage: 11 % 8 / 0 3 / 12 Heating Degree Days: 5750 Climate Zone: q Construction Site: Owner/Agent: Designer/Contractor. Ruth Drive East End Construction Derek Portzline Mattitudc, NY 11952 150 Waterview Drive Apex Homes Inc Southold, NY 11971 7172 Route 522 Middlebwg, PA 17&42 r Compliance: 19.8% Better Than Code Maximum UA: 334 Your UA: 268 The % Better ar Worse Then Code irgex rellepa twvi tloae to compliance ma Muse is Oasetl on cme tratle-oR lobe. It DOES NOT provitle en eatlmeta of energy use or mat rela0va to a minimum~mtle home. a • a a a • aa• Ceiling 1: Flat Ceiling or Sdssor Truss 935 30.0 0.0 a 33 Wall 1: Wood Frame, 16" o.c. 2172 21.0 0.0 106 #1 Windows: Vinyl Frame:Double Pane writh Low-E 32 0.290 9 #4 Windows: Vinyl Frame:Double Pane vnth Low-E 157 0.290 46 E Doar Solid 37 0.300 11 C Door: Solid 21 0.150 3 C Door-Attic: Solid 22 0.150 3 D Door. Glass 40 0.330 13 Floor 1: All-Wood JoistlTruss:Over Unconditioned Space 935 19.0 0.0 44 Compliance Statement The proposed building design described here is consistent with the building plans, spedficetions, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.4.3 and to compty with the mandatory requirements listed in the REScheck Inspection Checklist. Derek Ponzline Name-Title ~ 81/2012 Signature Date Project Title: Dn-15269 Report date: 08/01112 Data filename: \Wpexdcl\y\RESchedW15269.rck Page 1 of 1 - _ _ r doe AP-A15269 SHEET NO. 2 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE rl r~-j~ i~.i ~`.(y Design Criteria Cont. r' a > +q. ~ ~fc~` S'' r'~S?~" 1 ~fx " ~ ~ t ~~~i°c ; 4~ ~i, #C~, r4 } u1 Floor Diaphragm Aspect Ratio s`s~ Length of side (L~)(house width) = 27.5 ft. OF, S Nc^ Length of side (LZ)(house length) = 34 ft. 06/08/12 Max Mean Roof Height = 30 ft. Roof Framing Span (Horizontal Projection) = 13.75 ft. Roof Framing Spacing = 16 in. o.c. Roof Overhang Length = 1 ft. Roof Slope = 9 :12 Roof Diaphragm Aspect Ratio I Length of side (L~)(width) = 27.5 ft. Length of side (LZ)(length) = 34 ft. L2 & L~ = 1.2 :1 < 3 :1 OK Roof /Ceiling Assembly Dead Load = 15 psf Roof Framing Type = Rafter ~ • • roe AP-A15269 SHEET NO. 3 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BV DATE Desinn Criteria Cont. 1st Story Loadbearing Wall Height = S ft. 2nd Story Loadbearing Wall Height = 8 ft Wall Stud Specifications = 2x6 SPF #3 Wali Stud Spacing = 16 in. o.c. Shearwall Segment Aspect Ratio 1st Story Shearwall Height = 8 ft. 2nd Story Shearwall Height = 8 ft. OSB-PLY GYP 1st Story Minimum Shearwall Length = H / 3.5 = 2.29 ft. H / 1.5 = 5.33 ft. 2nd Story Minimum Shearwall Length = H / 3.5 = 2.29 ft. H / 1.5 = 5.33 ft. 1st Story Wall Length Available for Full Height Sheathing B~~ = 24.25 ft. Lrront = 22.75 ft. B,;qh~ = 19.75 ft. Lrear = 31.75 ft. 1st Story Maximum Unrestrained Opening Height Him = 66 in. H~ra~~ = 84 in. Hr;ghr = 84 in. Hrear = 84 In. "r;~ Nrvl,~ r 2nd Story Wall Length Available for Full Height Sheathing ~,''\~r Bleft = 24.50 ft. Lfront = 25.00 ft. ./r{ 7 t~ tr /_'v .ti~t~ Bright = 24.75 ft. Lrear = 20.00 ft. rl ,g s} ~ ~ . 2nd Story Maximum Unrestrained Opening Height ~ Hleft = 66 in. Hfront = 66 in. t~~ ~.t ~ ` ' ~ Hrght= 0 in. Hrear= 66 in. s~>~ ~ 06/08/12 roe AP-A15269 SHEET NO. 4 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BV DATE ASCE 7-05 Uplift Connections Building Width = 27.5 ft. Roof Framing Spacing = 16 in. o.c. Roof /Ceiling Assembly Dead Load = 15 psf Roof Span = 27.5 ft. Amount of load to be subtracted per Story = _ {[(Unit Width / 2) x Floor/Roof Dead Load] + Wall Dead Load} x 0.6 _ { ((13.75 ft / 2) x 10 psf] + 60 plf} x 0.6 = 77 plf Vertical Design Wind Pressures 3 Sec Gust Wind Speed = 120 mph End Zone Wind Uplift Pressure = 15.6 psf MWFRS Figure 6-2 Max of Zones E & F Int. Zone Wind Uplift Pressure = 13.4 psf MWFRS Figure 6-2 Max of Zones G & H Overhang Wind Uplift Pressure = 15.6 psf MWFRS Figure 6-2 Max of Zones Eoh, Goh, E,F,G&H Wind Exposure Category = C /r s~F RF~'ty'i^ Wind Exposure Adjustment Factor = 1.4 ~{~S~_ jig;° ry Wind Importance Factor 1.00 rife, jr,:~ Ifb ~ x h~ ~ 'k Adjusted Uplift Pressures f . ~ ~ ~ `;~G t Adjusted End Zone Wind Uplift Pressure = 21.84 psf ' ' Adjusted Int. Zone Wind Uplift Pressure = 18.76 psf ~~g~~tit~ Adjusted Overhang Wind Uplift Pressure = 21.84 psf , ~ ~A~ Roof to 2nd Story Wall Connection Load = 322 plf 06/08/12 2nd Story Wall to 1st Story Wall Connection Load = 322 plf - 77 plf = 245 plf 1st Story Walt to Foundation Connection Load = 245 plf - 77 plf = 168 plf { roe AP-A15269 SHEET NO. 5 OF 44 CALCULATED BV DB DATE 6/7/2012 CHECKED BV DATE Uplift Connections Icont'dl Note: All uplift load on roof resisted at sidewalls Main Building Connection Design Connections to transfer uplift loads from the roof assembly to foundation must maintain a continuous load path. Use structural connectors to provide the required connection. Alternate connection methods may be used, if they are satisfactorily proven to resist the calculated loads. Rafter to Ceiling Joist Connection w/gussets Connector: (2) 7/16" WSP Gusset Plates (1) ea side of rafter Fastener: 7/16" x 1 1/2" x 16 ga staples Staple Value -Lateral value 7/16in x 1 1/tin x 16 ga staple w/tin penetration = 40.4 Ibs per staple Reference page 9 for staple capacity calc. Allowable Load = 40.4 Ib cap x 6 Staples = 243 Ib for HF or SPF Note: The number of required staples above is the amount of staples required to fasten EACH gusset to the rafter and EACH gusset to the ceiling joist. Req'd Uplift Raker in. to ft. Per Required Provided Load Spacing conversion Gusset Capacity Capacity 322 plf x 16 in o.c. x 1ft / 12 in / 2 = 215 Ib < 243 per gusset Ceiling Joist to 2nd Story Wall Stud Connection Connector: 1.25"X20 ga steel strap Fastener: (7) 10d nails in ceiling joist and 10d nails in wall stud. Allowable Load = 860 Ib - Connector Req'd Uplift in. to k. Req'd Provided sY - Capacity Load conversion Spacing Spacing r ` ; ~~~~tit~ 860 Ibs / 322 plf x 1 ft / 12 in = 32 in. 32 in. ~ ° . ~ 3'. ~ t 4 j?ti( .1 % ~.,i a +l l ~'.ti~4c t~Pi~ 06/08/12 . Boa AP-A15269 SHEET NO. 6 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Uplift Connections Icont'dl 2nd Story Wall Stud to 2nd Story Floor Band Connection -Front & Rear Connector: USP Structural Connector LSTA12 (10) 10d nails - (5) each end of strap Allowable Load = 790 Ib Req'd Uplift Req'd Provided Load Spacing Spacing Front 322 plf 29 in o.c. 16 in o.c. Rear 322 plf 29 in o.c. 16 in o.c. 2nd Story Wall Stud to 2nd Story Floor Band Connection -Left & Right Connector: 7/16" OSB/PLY overlap 2 rows of 0.131"x2.5" Nails Allowable Load = 192 Ib Req'd Uplift Req'd Provided Load Spacing Spacing Left 283 plf 6 in o.c. 6 in o.c. Right 252' plf 6 in o.c. 6 in o.c. 2nd Story Floor Band to 1st Story Ceiling Band Connection -Front & Rear Connector: USP Structural Connector LSTA15 (12) 1 Od nails - (6) each end of strap v Allowable Load = 950 Ib Req'd Uplift Req'd Provided ~ i~'/'k6~ Load Spacing Spacing f~n ~r -`"`~~~r~`~~~ Front 245 plf 47 in o. c. 32 ino.c. ` , P~ ~ Rear 245 plf 47 in o.c. 32 in o.c. 4 ~z ry Floor Band to 1st Story Ceiling Band Connection -Left & Right * ; 1 " Connector: 7/16" OSB/PLY overlap 2 s,°t , ~ i'~C' 2 rows of 0.131 "x2.5" Nails " `r~w Allowable Load = 192 Ib Req'd Uplift Req'd Provided Load Spacing Spacing 06/08/'12 Left 283 plf 6 in o.c. 6 in o.c. Right 252 plf 6 in o.c. 6 in o.c. 1st Story Ceiling Band to 1st Story Wall Stud Connection -Front & Rear Connector USP Structural Connector LSTA12 (10) 10d nails - (5) each end of strap Allowable Load = 790 Ib Req'd Uplift Req'd Provided Load Spacing Spacing Front 245 plf 39 in o.c. 32 in o.c. Rear 245 plf 39 in o.c. 32 in o.c. 1st Story Ceiling Band to 1st Story Wall Stud Connection -Left 8 Right Connector 7/16" OSB/PLY overlap 2 rows of 0.131"x2.5" Nails Allowable Load = 192 Ib Req'd Uplift Req'd Provided Load Spacing Spacing Left 283 plf 6 in o.c. 6 in o.c. Right 252 plf 6 in o.c. 6 in o.c. roe AP-A15269 SHEET NO. 6A OF 44 CALCULATED BV DB DATE 6/7/2012 CHECKED BV DATE Uplift Connections Icont'd) 1st Story Wall Stud to Floor Band Connection Connector: 7/16" OSB/PLY overlap floor rim joist 6" Fastener: 0.131in x 2-1l2in nails Must Use Nails in Higher than Seismic Zone C Lateral Value = 96 Ibs per fastener Use 2 rows of fasteners along bottom edge of panel -stagger spacing between rows Req'd Uplift Required Load Spacing Front 507 plf 4 in. o.c. Rear 366 plf 6 in. o.c. Left 528 plf 4 in. o.c. Right 0 plf 3 in. o.c. .l ' ~ P '~i ly v {t~ t ~ ~4ff ~ ~ ~P~, 06/08/12 [ ~ ~oB AP-A15269 SHEET NO. 7 OF 44 CALCULATED BV DB DATE 6/7/2012 CHECKED B7 DATE Uplift Connections Icont'dl Design 1st Story Module to Sill Plate Connection Assume Typical 1st Story Module to Sill Plate Connection made with Connector: 7/16" OSB/PLY overlap sill plate 1.5" Fastener: 0.131in x 2-1/tin nails Must Use Nails in Higher than Seismic Zone C Lateral Value = 96 Ibs per fastener Use 1 row of fasteners along bottom edge of panel Floor Band to Sill Plate Connection Req'd Uplift Req'd Load Spacing Front 507 plf 2 in. o.c. Rear 366 plf 3 in. o.c. Left 528 plf 2 in. o.c. Right 0 plf 2 in. o.c. ~ ~1~ N~1,,,°., "f t r 3.• Ct ~f.t;~`,,Ptq ~ ~ q q / , ,n ~ q4 ..sal _i ~C zq `ry I1T 06/08/12 i ~oB AP-A15269 SHEET NO. 8 OF 44 CALCULATED BV DB DATE 6/7/2012 CHECKED BV DATE Per Section 11.1.7 of 2005 NDS Single Shear Staple Cauacity w/ min. 1" penetration "Other Dowel-Type Fasteners" D = 0.063 in Diameter is = 0.438 in Side member thickness F~ = 1 E+05 psi Dowel bending yield strength tm = 1 in Main member penetration Rtl = 2.2 Reduction Term -See Table 11.3.1 B Ss = OSB/PLY Side member species Re = 0.779 = Fem / Fes Ms = SPF Main member species R, = 2.286 = Im / Is So = 16 Staple Gage Im = 1 in main member dowel bearing length CD = 1.6 Load Duration Factor le = 0.438 in side member dowel bearing length Fem = 3350 psi main member dowel bearing strength Fe, = 4300 psi side member dowel bearing strength Staple Capacity: Table 11.3.1 A Yield Limit Equations: Zstaple = 2 Legs x Zmin Mode Shear Zstaple = 40.4 Ibs Im Zlm = D x Im x Fem x CD = 153.5 Ib Rtl Is ZI, = D x le x Fes x CD = 86.2 Ib Rtl i F V~'jy°. II ZII = k, x D x I, x Fe, x CD = 54.5 Ib y ~ k~/ I~ r~r;; !ate R 'cgs ~ ~vv ~ ~ ~ b I ~ t t el ~ $it?~ t ( {%T: I Ilm Zwm = kz x D x Im x Fem x CD = 56.3 Ib ,t ;J 1 (1+2Re) x Rd S~ c?` t=`q `f)I~~x)~ .r l ~1 III Z- k x D x I x F x C = 33.6 Ib ~~F c s Ills- 3 s em 0 (2+Re) x Ra _ 06/08/12 IV ZIV = Dz x 2 x Fem x Fyb ~Irzl = 20.2 Ib Ra 3 x (1 + Re) Minimum Shear, Zmin = 20.2 Ib Notes: K, = IRe + (2R z x (1+R,+R z)) + IRi x Re3)11vz1 - IRe x (1+R,)) = 0.6 (1+Re) Kz = -1 + (2 x (1+Re)) + 2F x (1+2Re) x Dz IVZI 0.9 3Fem X Im2 Ka = -1 + (2 x (1+Re)) + 2F c x (2+Re) x Dz (vzl = 1.4 Re 3Fem X Ise Boa AP-A15269 SHEET NO. $A OF 44 CALCULATED BV DB DATE 6/7/2012 CHECKED BV DATE Per Section 11.1.7 of 2005 NDS Sinole Shear Staple Capacity w/ Metal Side Member w/ min t" penetration "Other Dowet-Type Fasteners" D = 0.063 in Diameter is = 0.036 in Side member thickness Fm = 1 E+OS psi Dowel bending yield strength tm = 1 in Main member penetration Ra = 2.2 Reduction Term -See Table 11.3.1 B Ss = 20GA Steel Side member species Re = 0.054 = Fem / Fes Ms = SPF Main member species R, = 27.78 = Im / le SD = 16 Staple Gage Im = 1 in main member dowel bearing length CD = 1.6 Load Duration Factor I, = 0.036 in side member dowel bearing length Fem = 3350 psi main member dowel bearing strength Fes = 61850 psi side member dowel bearing strength Staple Capacity: Table 11.3.1A Yield Limit Equations: Zstaple = 2 Legs x Zmin Mode Shear Zstaple = 52.5 Ibs Im Zim = D x Im x Fem x CD = 153.5 Ib Ra le Zie = D x Is x Fes x CD = 102.0 Ib Rtl _~a I I Zii = k~ x D x le x Fee x CD = 62.5 Ib ~ `*~i~~ ~xi t t +p~F"`,,°~~ Ra r S .c. p Illm Znim = kz x D x Im x Fem x CD = 68.7 Ib 4 n ~ 1/ (1+2Re) x Re t4"~~ ~~C:i III Z - k xDxl xF = ~ N°'4~ s we- 3 e em x CD 31.8 Ib (2+Re) x Rd 06/08/12 IV Ziv= Dz x 2 x Fem x Fyb ~vzl = 26.3 Ib Rtl 3 x (1 + Re) Minimum Shear, Zmin = 28.3 Ib Notes: Ki = IRe + (2Rez x (1+Ri+R~z)) + (R~z x Res)lwzl _ ~Re x (1+RJ1 = 0.6 (1 +Re) Kz = -1 + (2 x (1+Re)) + 2F x (1+2Re) x Dz Ivzl = 0.5 3Fem X Imz K3 = -1 + (2 x (1+Re)) + 2F x (2+Re) x Dz l~~zj = 11.8 Re 3Fem % lee cos AP-A15269 SHEET NO. 9 OF 44 CALCULATED aV DB DATE 6/7/2012 CHECKED BV DATE 16GA Strap Capacity Thickness of Strap = 0.0598 in Strength of Steel = 36 ksi Strength Reduction Factor = 0.6 Width of Steel Strap = 1.5 in Thickness of fastener = 0.1310 in Capacity of Strap = Thicknes x (Width of Strap -Width of fastener) x Strength of Steel x Strength Reduction Factor = Capacity of Strap = 1768 Ib 0.131 "x2.5" Nail Capacity Shear Z = 83 Ib NDS Table 11 P Load Duration Factor = 1.8 for wind '~~xY ,,t~;~ r Lr~,~,tffJ Adjusted Fastener Capacity = 132.8 Ib e ~ „ ~ A~}p I Required Quantity of Fasteners to achieve max capacity of strap = ' ~t ~~w'f 11,~ QTY = 14 nails each end of each strap 'z 't -~8625~ Gr ~ ~ ~f„4 06/08/12 L~ doa AP-A15269 SHEET NO. 9A OF A4 CALCULATED BV DB DATE 6/7/2012 CHECKED BY DATE 20GA Strap Capacity Thickness of Strap = 0.0359 in Strength of Steel = 36 ksi Strength Reduction Factor = 0.6 Width of Steel Strap = 1.25 in Thickness of fastener = 0.1310 in Capacity of Strap = Thicknes x (Width of Strap -Width of fastener) x Strength of Steel x Strength Reduction Factor = Capacity of Strap = 867.7 Ib 0.131"x2.5" Nail Capacity Shear Z = 81 Ib NDS Table 11 P {1r Load Duration Factor= 1.6 for wind ~ ~ q, C~~'+, h 4 4~~ Adjusted Fastener Capacity = 129.6 Ib f ,e i~J , ~ Required Quantity of Fasteners to achieve max capacity of strap = 'l~ 5,ti1 ~ ~ QTY = 7 nails each end of each strap ~ ~ '86ZS~r,/~ti~~ S 06/08/12 u, roe AP-A15269 SHEET NO. 1O OF 44 CALCULATED BV DB DATE 6/7/2012 CHECKED BV DATE No Matewall Uplift Connections Required -All Uplift Resisted at Sidewalls y- pit t a~ t r ~ z, ° a ~ F ` ni a~ i „i :a a . r (1 y\ ';ti F'[T~~~7 GSA ~ S. 06/08/12 s~~ ~oB AP-A15269 SHEET NO. 11 OF Q4 CALCULATED BY DB DATE 6/7/2012 CHECKED BV DATE No Matewall Uplift Connections Required -All Uplift Resisted at Sidewalls 'i p / 4' .k ~ x Yl ~K, _ 9iHK { j'.. k i~ T s ~ ~ l^ i ~ ~ufie5i) ~ ~ ~ ~~U 06/08/12 roe AP-A15269 SHEET NO. 12 OF 44 CALCULATED BV DB DATE 6/7/2012 CHECKED BV DATE Uplift Connections fcont'd) Check Tensile Strength of Studs to Transfer Uplift Loads 2x6 SPF #3 Nominal Tensile Stress F, = 250 psi ANSI / AF&PA NDS Table 4A Load Duration Factor CD = 1.6 ANSI / AF&PA NDS Table 2.3.2 Size Factor Cr = 1.3 ANSI / AF&PA NDS Table 4A Allowable Tensile Stress F; = F, CD CF = 520 psi ANSI / AF&PA NDS Table 4.3.1 Net Area of Stud A = 8.25 inz Allowable Tensile Load P; = F; A = 4290 Ib > 430 Ib OK ~+.t r° 1 = t ~t`~~`~.~f~l, r / , " > t 1~ f i 7 a `y { ~i~{ t ~ ~ X,+,%/ J 7 O ~ ~ '~`7s: S ~ ~.yP 06/08/12 - . r r ~ ,'i`1E roe AP-A15269 r ~ ,x~~`i ~4 SHEET NO. 13 OF 44 t x. , CALCULATED BY DB DATE 6/7/2012 i ~L~a? L ~ CHECKED BV DATE .r i ~ ~ iTt~ `.s_-'~S.~ H' Shear Connections 06/08/12 Roof Pitch = 9:12 Roof Height = 11.31 ft Roof Span = 13.75 ft, 3 Sec Gust Wind Speed = 120 mph Wind Exposure = C Wind Exposure Adjustment Factor = 1.4 Max Wall Height = 8 ft Wind Importance Factor = 1.00 End Zone Length = 6.00 ft Building Length = 34 ft Floor/Ceiling Depth = 1,75 ft Horizontal Design Wind Pressures (Enter 10psf as minimum value or if value is less than zero) End Zone Wall Horizontal Pressure = 25.7 psf MWFRS Figure 6-2 Zone A End Zone Roof Horizontal Pressure = 17.6 psf MWFRS Figure 6-2 Zone B Int. Zone Wall Horizontal Pressure = 20.4 psf MWFRS Figure 6-2 Zone C Int. Zone Roof Horizontal Pressure = 14 psf MWFRS Figure 6-2 Zone D Average Wall Horizontal Pressure = 22,27 psf = (Wall End Zone Press x 2 x End Zone Length) + [Wall Int. Zone Press x (Building Length - (2 x End Zone Length) ] Building Length Average Roof Horizontal Pressure = 1527 psf = (Roof End Zone Press x 2 x End Zone Length) + [Roof Int Zone Press x (Building Length - (2 x End Zone Length) ] Building Length Perpendicular to Ridge Roof Diaphragm Load = 261.8 plf _ (Ave. Roof Hor. Press. x Roof Height) + (Ave. Wall Hor. Press. x Wall Height / 2) Adjusted Roof Diaphragm Load = 367 plf Multiplied by Wind Exp. Factor 8 Imp. Factor Floor Diaphragm Load = 217.1 plf _ [Ave. Wall Hor. Press. x (Wall Height+Floor/Ceiling Depth)] Adjusted Floor Diaphragm Load = 304 plf Multiplied by Wind Exp. Factor & Imp. Factor Parallel to Ridge Roof Diaphragm Load = 175.5 plf _ (Ave. Roof Hor. Press. x Roof Height/2) + (Ave. Wall Hor. Press. x Wall Height / 2) Adjusted Roof Diaphragm Load = 246 plf Multiplied by Wind Exp. Factor & Imp. Factor Floor Diaphragm Load = 217.1 plf Same as Perp to Ridge Floor Diaphragm Load Adjusted Floor Diaphragm Load = 304 plf Multiplied by Wind Exp. Factor & Imp. Factor cos AP-A15269 SHEET NO. 14 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BV DATE Shear Connections -Wind Icont'dl Reference Sheet 13 for wroof & wfloor calculations Total Shear Capacity Requirements Wind Perpendicular to Ridge Wind Parallel to Ridge wroof = 367 plf wroof = 246 plf wnoor = 304 plf Wnoor = 304 plf L = 34 ft. B = 27.5 ft. Vroof = wroof x L = 12483 Ib V~ot = wroof X B = 6755 Ib Vibor = wfioor x L = 10338 Ib Vnoor = wnoor X B = 8360 Ib Shear Tranfer Connection Capacity Requirements vroof =Vroof / 2 / B = 227 plf vroof =Vroof / 2 / L = 99 plf vfloorl =Vroof + Vfloorl / 2 / B = 415 plf vfloorl =Vroof +Vfloor / 2 / L = 222 plf vfloorl =Vroof + [2 x (Vfloor / 2 / B)] = 602 plf vfloorl =Vroof + [2 x (Vfloor / 2 / L)] = 345 plf r~ r r ,ts' to- ?r i ~ ~n~~i~ Ii z, S~~ 4 ,s " ' t, Y ~ i ~ sO % C1 ~U~ +i2~ ~J t~2 OH 4 , N¢'' 06/08/12 cos AP-A15269 SHEET NO. 15 OF 44 CALCULATED BV DB DATE 6/7/2012 CHECKED BV DATE Shear Connections -Seismic Icont'dl ASCE 7-05 Total Shear Capacity Requirements -Seismic Seismic Design Category = B Weights: Factors: Wroof = 14025 Ib R = 6.5 Table 12.14-1 Wswall = 8160 Ib Fa = 1.4 Section 12.14.8.1 Wewall = 6600 Ib F = 1.1 Section 12.14.8.1 Wgable = 1650 Ib SDS = 0.32. Secction 11.4.1 Wfloor = 23375 Ib I = 1.00 Seismic Importance Factor W~o~a~= 538101b ~f.{~~ fVFry t* r~ ~~~3 Seismic Base Shear, V: Section 12.14.8.1 t - gib, ~ ~ ~ } ~ u r1 . u ,r s V = F x SDS x Wm~i x I = 2914 Ib i~s~~ R ~ :>BGehV Oti ~ Np?, Vertical Distribution, Fx: Section 12.14.8.2 F, = wx x V 06/08/12 Wm~ei Fx.roof = 760 Ib Floor Diaphragm Load = 2914 Ib Fx.floor1 = 1755 Ib Fx.floo2 = 2914 Ib Diaphragm Unit Shear Capacity Requirements B = 27.5 ft. L = 34 ft. Perpendicular to Ridge Wind Parallel to Ridge vroof = Fx.roof / 2 / B = 14 plf vroof = Fx.roof / 2 / L = 11 plf t st floor down from roof vfloorl = Fx.floor1 / 2 / B = 32 plf vfloorl = Fx.floorl / 2 / L = 26 pif vfloorl = Fx.floor2 / 2 / B = 53 plf vfloo2 = Fx.floor2 / 2 / L = 43 plf roe AP-A15269 SHEET NO. 16 OF 44 CALCULP.TED BY DB DATE 6/7/2012 CHECKED BY DATE Shear Connections Icont'd1 Reference Sheet 14 & 15 for Vroof calculations Shearwall Unit Shear Capacity Requirements Shear Perpendicular to Ridge 2nd Story Shear Walls Wall Length Available for Full Height Sheathing Bleft = 24.50 ft. %left = 89 Bright = 24.75 ft. %right = 100 Shearwall Unit Shear Capacity Vwall left =Vroof / 2 Bleft Vwall left = 0 0 12483 Ib / (2 x 24.50 ft.) Vwall left = 254 plf Wind ConVols Vwall right =Vroof / 2 Bright Vwall right = 0 0 12463. Ib / (2 x 24.75 ft.) Vwall right = 252 plf Wind ConVols Shear Parallel to Ridge 2nd Story Shear Walls Wall Length Available for Full Height Sheathing Lfront = 25.00 ft. %front = 74 Lrear = 20.00 ft. %rear = 87 Shearwall Unit Shear Capacity Vwall front =Vroof! 2 Bfront Vwall front = 0 0 6755 Ib / (2 x 25.00 ft.) Vwall front = 135 plf Wind Controls Vwall rear =Vroof / 2 Brear Vwall rear = 0 0 6755 Ib / (2 x 20.00 ftJ Vwall rear = 169 plf Wind Controls r"`~C}F #V~~`~ , / j ! ~ f-'1 ~ t ° ' b7 j ; } i t z ` )'c r 1 as ~ 06/08/12 ~oB AP-A15269 SHEET NO. 16A OF 44 CALCULATED BV DB DATE 6/7/2012 CHECKED BY DATE Shear Connections Icont'dl Reference Sheet 14 & 15 for Vroof calculations Shearwall Unit Shear Capacity Requirements Shear Perpendicular to Ridge 1st Story Shear Wall Wall Length Available far Full Height Sheathing Bien = 24.25 ft. %left = 88 Bn9m = 19.75. ft. %,;ghl - 72 Shearwall Unit Shear Capacity Vwall left = (Vroof +Vfloor) / 2 Blett Vwall left = 0 0 12463 Ib + 10336- Ib / (2 x 24.25 ftJ Vwall left = 470 plf Wind Cgntrolsr Vwall right = (Vroof +Vfloor) / 2 Bright Vwall right = 0 0 17891 Ib + 10336 Ib / (2 x 19.75 ft.) Vwall right = 715 plf Wind Controls Shear Parallel to Ridge 1st Story Shear Wall Wall Length Available for Full Height Sheathing Ltmnt = 22.75 k. %~nt = 67 Leear = 31.75 k. %rear = 66 Shearwall Unit Shear Capacity Vwall front = (Vroof +Vfloor) / 2 Bfront Vwall front = 0 0 6755 Ib + 8360 Ib / (2 X 22.75 ft.) Vwall front = 332 plf Wind Controls Vwall rear = (Vroof +Vfloor) / 2 Brear Vwall rear = 0 0 6755. Ib + 8360 Ib / (2 X 31.75 ft.) Vwall rear = 238 plf Wind Controls i~i!~ 1 fa ~ ~ i~ : ~ r'lij art at~J t f1 ~h~rlti~.J ~`~'t S - 06/08!12 roe AP-A15269 SHEET NO. 17 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BV DATE Shear Connections Icont'd) ~~"i'"c ~ (`SEGy`",. Shear Capacity of 2nd Story Perforated Shearwall Assembly tY ' ^~n ~q Percent Full Height Sheathing 14 ; x` , , Wind Perpendicular to Ridge jf ? "`-0 S~z } 1" %left = 89 s1 , ~ ; a %right= 100 ~'r~ ~ ~ /mss e"'{y ~fi LZJ'~~/Vi Wind Parallel to Ridge P.. ~F y ~ N %rear = 87 06/08/12 Maximum Unrestrained Opening Height 2nd Story Wall Height - 8 ft. Wind Perpendicular to Ridge Wind Parallel to Ridge Hleft = 66 in. Hfront = 68 in. Hight = 0 in. Hrear = 68 in. Perforated Shearwall Capacity Adjustment Factor Wind Perpendicular to Ridge Wind Parallel to Ridge Fleft = 0.90 Ffront = 0.78 Fright = x.00 Frear = 0.88 Shear Capacity of 1st Story Perforated Shearwall Assembly Percent Full Height Sheathing Wind Perpendicular to Ridge %i°n = 88 %nght - 72 Wind Parallel to Ridge %eont = 67 %rear = 66 Maximum Unrestrained Opening Height 1st Story Wall Height - 8 ft. Wind Perpendicular to Ridge Wind Parallel to Ridge Hare = 66 in. Hh°°, = 84 in. High, = 84 in. Hrear = 84 in. Perforated Shearwall Capacity Adjustment Factor Wind Perpendicular to Ridge Wind Parallel to Ridge Fiek = 0.89 Fin, = 0.66 Fright = 0.69 Frear = 0.65 ~oB AP-A15269 SHEET NO. 16 OF 44 CALCULATED BV DB DATE 6/7/2012 CHECKED BY DATE Shearwall Design Note: Gable wall studs at roof level must be same, size, species and grade as wall below. They must also be sheathed and fastened the same as wall below. Shear Capacity of Segmented Shearwall Assembly Framing Species Specific Gravity G = 0.42 2nd Story Wall -Lek PERFORATED 7/16" OSB w/ 0.131"x2.5" nails ~ 6" o.c. panel edge 8 12" o.c, field nailing (exterior) Tabulated Value = 239 plf vs = 1.40 (Tab. Value) = 334 plf vs = 0 plf Shear Capacity of Shearvvall Assembly vs = 334. plf + 0 plf = 334 plf > 254 plf OK 2nd Story Wall -Right PERFORATED 7/16" OSB w/ 0.131"x2.5" nails @ 6" o.c. panel edge & 12" o.c. field nailing (exterior) Tabulated Value = 239 plf vs = 1.40 (Tab. Value) = 334 plf vs = 0 plf Shear Capacity of Shearvvall Assembly vs = 334 plf + 0 plf = 334 plf > 252 plf OK 2nd Story Wall -Front PERFORATED 7/16" OSB w/ 0.131 "x2.5" nails ~ 6" o.c. panel edge & 12" o.c. field nailing. (exterior) Tabulated Value = 239 plf vs = 1.40 (Tab. Value) = 334 plf vs = 0 plf Shear Capacity of Shearwall Assembly vs = 334 plf + 0 plf = 334 plf > 135 plf OK 2nd Story Wall -Rear PERFORATED 7/16" OSB w/ 0.131"x2.5" nails Q 6" o.c. panel edge & 12" o.c. keld nailing (exterior) ~;r ,g,} ~ ~ Tabulated Value = 239 plf , , ~r;~~ vs = 1.40 (Tab. Value) = 334 plf f t vs = 0 plf p~ Shear Capacity of Shearwall Assembly r ~ ~ vs = 334 plf + 0 plf = 334 plf > 189 plf OK S ;r.7~ hU v '~.~r}. ~P~~; w ~ . f 06/08/12~~~~ roe AP-A15269 SHEET NO. 1$A OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Shearwall Desinn Note: Gable wall studs at roof level must be same, size, species and grade as wall below. They must also be sheathed and fastened the same as wall below. Shear Capacity of Segmented Shearwall Assembly Framing Species Specific Gravity G = 0.42 1st Story Wall -Left PERFORATED 7/16" OSB w/ 0.131"x2.5" nails @ 3" o.c. panel edge & 12" o.c. field nailing (exterior) Tabulated Value = 450 plf vs = 1.40 (Tab. Value) = 630 plf vs = 0 plf Shear Capacity of Shearwall Assembly vs = 630 plf + 0 plf = 630 plf > 470 plf OK 1st Story Wall -Right SEGMENTED 7/16" OSB w/ 0.131"x2.5" nails (a3 2" o.c. panel edge & 12" o.c. field nailing (exterior) - dbl studs Tabulated Value = 588 plf vs = 1.40 (Tab. Value) = 823 plf vs = 0 plf Shear Capacity of Shearwall Assembly vs = 823 plf + 0 plf = 823 plf > 715 plf OK 1st Story Wall -Front PERFORATED 7/16" OSB w/ 0.131"x2.5" nails @ 3" o.c. panel edge & 12" o.c. field nailing (exterior) Tabulated Value = 450 plf vs = 1.40 (Tab. Value) = 630 plf vs = 0 plf Shear Capacity of Shearwall Assembly vs = 630 plf + 0 plf = 630 plf > 332. plf OK 1st Story Wall -Rear PERFORATED 7/16" OSB w/ 0.131"x2.5" nails @ 4" o.c. panel edge & 12" o.c. field nailing (exterior) r Tabulated Value = 349 plf t ,y „ r ~ vs = 1.40 (Tab. Value) = 488 plf r \ ? "l~ R~l v - 0 If ,1 s- p ~ Shear Capacity of Shearwall Assembly d ~ ~ vs = 488 plf + 0 plf = 488 plf > 238 plf OK ~ ~F y t 06/08/12 Boa AP-A15269 SHEET NO. 19 OF 44 CALCULATED BV DB DATE 6/7/2012 CHECKED BY DATE Diaohraam Chords Check Tensile Strength of Top Plate to Transfer Chord Force - Tensile strength controls vs. compressive 2x6. SPF #3 Sample Calculation Nominal Tensile Stress F, = 250 psi ANSI / AF&PA NDS Table 4A Load Duration Factor CD = 1.6 ANSI / AF&PA NDS Table 2.3.2 Size Factor CE = 1.5 ANSI / AFBPA NDS Table 4A Allowable Tensile Stress F; = F, CD CF = 600 psi ANSI / AF&PA NDS Table 4.3.1 Net Area of Stud A = 8.25 inZ Allowable Tensile Load Double 2x4 -With Splices P; = F; A = 3150 Ib Double 2x4 - No Splices 6300 Ib Double 2x6 -With Splices P; = F; A = 4290 Ib Double 2x6 - No Splices 8580 Ib Double 2x10 -With Splices P; = F; A = 5550 Ib Double 2x10 - No Splices 11100 Ib Z = 131.2 Ib 0.131" x 3.0" Nails Minimum splice lap where splices are allowed = 6 ft 2nd Floor Endwalls T= 6232 Ib Double 2x6 Top Plate - No Splices Sidewalls T= 2263 Ib Double 2x6 Top Plate -With Splices & Stagger 2 rows of 0.131" x 3.0" Nails @ 8 in o.c. 1st Floor Endwalls T= 11399 Ib Double 2x6 Top Plate - No Splices Double 2x10 Perimeter Rail - No Splices Sidewalls T= 5063 Ib Double 2x6 Top Plate -With Splices & Stagger 2 rows of 0.131" x 3.0" Nails @ 7 in o.c. Double 2x10 Perimeter Rail -With Splices & ~ r0,~ c ti,\ Stagger 2 rows of 0.131" x 3.0" Nails @ 7 in o. c. ft Z4 JK.?l i i ,y ~ y i ` jI 1 ~ ? ~f 1.~£ J`~~ f 1~. 'Rl~~ -y.~.r y'~ f 06/08/12 roe AP-A15269 SHEET NO. 2O OF 44 CAlCUL4TED BY DB DATE 6I7I2O12 CHECKED BV DATE Shearwall Design Icont'dl Shear Capacity of Pertorated Shearwall Assembly v = vs x Pertorated Shearwall Capacity Adjustment Factor 2nd Story Walls 2nd Story Wall Height - 8 ft: Shear Perpendicular to Ridge vleft = 334 plf x 0.90 = 300 plf > 254 plf' OK vright = 334 plf x 1.00 = 334 plf > 252 plf OK Shear Parallel to Ridge vfront = 334 plf x 0.78 281 plf > 135 plf OK vrear = 334 plf x 0.88' = 294. pH > 169 plf OK 1st Story Wall 1st Story Wall Height - 8 ft. Shear Perpendicular to Ridge `4en = 630 pN x 0.89' = 581 plf > 470 plf OK Must. Use Segmented Sheatwall Design vnem = 823 plf x 0.69 = 568 plf < 715 plf NG Shear Parallel to Ridge Veom = 630 plf x 0.66 = 413 plf > 332 plf OK urea, = 488 plf x 0.65 = 318 plf > 238 plf OK Note: Perforated Capacity limited to 490p1f for Seismic and 686p1f for wind EY " `4 zr~ t.a `a „f~ + j' i tk a ~ .l r h(~~t P{,j \ ~ ~ ~~\y 06/08/12 ~oB AP-A15269 SHEET NO. 21 OF 44 CALCULATED BV DB DATE 6/7/2012 CHECKED BY DATE ~,.~4~ t 1 ; Overturning Connections ~r{°~'~`~~`~ ~ ~?t.:a ` --1r~r4. ~ 1~ 4 ,~.i, 3~ ~ Check Capacity of Dead Loads to Resist Overturning Loads m a € t n~ ' ~ 31( J ~e~.~``, ~ ~ /in Length of side (L~)(house width) = 27.5 ft. o / a-~ Length of side (Lz)(house length) = 34 ft. ' ~~-bhp'-'"N Dead Load Resistance to Overturning -Left & Right 06/08/12 Dead Load = 65 plf Dead Load 'Length tD Overturning @ Pivot Point = 893.8 Ibs ` 0.60 = 536 Return Wall Dead Load = 150 ' 0.60 = 0 Dead Load Resistance to Overtuming -Front & Rear Dead Load = 150 plf Dead Load' Length to Overtuming @ Pivot Point = 2550. Ibs' 0.60 = 1530 Return Wall Dead Load = 65 ' 0.60 = 0 Required Holddown Capacity T =vxh Segemented T =vxh/Co Pertorated 2nd Story Module to 1st Story Module -Left PERFORATED Wind Controls T = 254 plf x 8.0 ft. / 0.90 = 2267 Ib + Ib - 536 Ibs DL = 1731 Ib Connector. (1) USP Strap Tie RS14-100 Fastener: w/ (36) 10d nails ea strap Allowable Load = 2610 Ib 2nd Story Module to 1st Story Module -Right PERFORATED Wind Controls T = 257 plf x 8.0 ft. / 1,Op = 2014 Ib + Ib - 536 Ibs DL = 1478 Ib Connector. (1) USP Strap Tie RS14-100 Fastener: wf (36) 10d nails ea strap Allowable Load = 26101b 2nd Story Module to 1st Story -Front PERFORATED Wind Controls T = 135 plf x 8.0 ft. / 0,7g = 1382 Ib + Ib < 1530 Ibs OK Dead Load of Structure is Sufficient to Resist Overturning Load 2nd Story Module to 1st Story Module -Rear PERFORATED Wind Controls T = 169 plf x 8.0 ft. / O,gg = 1536 Ib + Ib - 1013 Ibs DL = 523 Ib Connector: (1) USP Strap Tie RS14-100 Fastener: w/ (36) 10d nails ea strap Allowable Load = 2810 Ib ~aB AP-A15269 SHEET NO. 21A OF 44 CALCULATED BV DB DATE 6/7/2012 CHECKED BV DATE Reference Page 22 for Stud r„ ~~,~.,r t~±~~,r.CJxy OVeRUfnlnSl COOOBCt100S 3 f .1 r p 1 jj Check Capacity of Dead Loads to Resist Overturning Loads I^ ~ .r5 t.`'~ x Length of side (L~)(housewidth) = 27.5 ft. ~>~&~5~} c,`4~ Length of side (LZ)(house length) = 34 ft. ter S ' Dead Load Resistance to Overturning -Left & Right 06/08/12 Dead Load = 130 plf Dead Load' (Length to Overturning @ Pivot PoinU 2) = 1788 Ibs * 0.60 = 1073 Return Wall Dead Load = 3 250 ` 0.60 = 450 Dead Load Resistance to Overturning -Front & Rear Dead Load = 250 plf Dead Load * (Length to Overturning @ Pivot PoinU 2) = 4250 Ibs * 0.60 = 2550 Return Wall Dead Load = * 130. ` 0.60 = 0 Required Holddown Capacity T =vxh Segemented T =vxh/Co Perforated 1st Story Module to Foundation -Left PERFORATED Wind Controls T = 470 plf x 8.0 ft. / O,gg = 4226 Ib + 1731 Ib - 1523 Ibs DL = 4434 Ib Connector. USP STADI4RJ Fastener: w/ 1/2 in min concrete cover and (38) 16d sinkers, locatel.5in from comer Allowable Load 4960 Ib 1st Story Module to Foundation -Right SEGMENTED Wind Controls T = 715 plf x 8.0 ft. / 1 = 5717 Ib + 1478 Ib - 429 Ibs DL = 6766 Ib Connector. (1) USP TD7 installed on (3) 2x6 SPF #2 Studs Fastener: w/ (3) 7/8" bolts into stud column & 1-1l8" threaded rod w/ 8" min embed in 20" min widefooting Allowable load = 7000 Ibs 1st Story Module to Foundation -Front PERFORATED Wind Controls T = 332 plf x 8.0 ft. / 0.656 = 4052 Ib + Ib - 2550 Ibs DL = 1502 Ib Connector. USP STADI4RJ Fastener: w/ 1/2 in min concrete cover and (38) 16d sinkers, locate 1.5in from comer Allowable Load 4960 Ib 1st Story Module to Foundation -Rear PERFORATED Wind Controls T = 238 plf x 8.0 ft. / 0.651 = 2925 Ib + Ib < 3060 Ibs OK Dead Load of Structure is Sufficient to Resist Overturning Load. roe AP-A15269 SHEET NO. 22 OF 44 CALCULATED BV DB DATE 6/7/2012 CHECKED BY DATE Overturnina Connections tcont'd) Check Tensile Strength of Studs to Transfer Overturning Loads -Sample Calculation (1) 2x6 SPF#3 Nominal Tensile Stress 5r t)~` n1~1~, F, = 250 psi r!'.~4`./ a , i t~ ~`t1`*~\ Load Duration Factor ~ r'9~s`~ CD = 1.6 ~ T, I I Y i Size Factor ` ~ f~ ;a iz1 CF= 1.0 , r Allowable Tensile Stress "Hc. ~ 3 ~ { k~ Fi = Fr CD CF = 400 psi S rl Net Area of Studs A = 8.25 in2 06/08/12 Allowable Tensile Load P, = F, A = 3300 Ib Built up Column Fastening Requirement Assume Typical Connection made with 0.131" x 3.0" Nails Specific Gravity of Member Stud Height = 8 ft G = 0.42 Thickness of Member is = 1.50 in. Lateral Capacity Z = 82 Ibs ANSI / AF&PA NDS Table 11 N Load Duration Factor CD = 1.6 ANSI / AF&PA NDS Table 2.3.2 Allowable Lateral Capacity Z' = Z CD = 131 Ib ANSI / AF&PA NDS Table 10.3.1 Required Spacing for lwo rows staggered = (Capacity x # of rows) / (Stud Cap. / Stud Height) x (ft to in conversion) ( 131 Ib x 2 ) / ( 3300 Ib / 8 ft ) x ( 12 in / 1 ft) _ = 7 in o.c. Boa AP-A15269 SHEET NO. 23 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Sliding Connections Rocf Pitch = 9:12 Wall Height = 8 ft. Roof member spacing = 16 in o.c. 3 Sec Gust Wind Speed = 120 mph Wind Exposure = C Wind Exposure Adjustment Factor = 1.4 Load from wind on Wall End Zone Wall Horizontal Pressure = 25.7 psf MWFRS Figure 6-2 Zone A End Zone Wind Load End Zone Wall Press x (Wall Height / 2) End Zone Wind Load = 102.8 plf Adjusted End Zone Wind Load =End Zone Wind Load x Wind Exp Factor = 143.9 plf Load required to be transferred to sidewall diaphragm chord Load to in sidewall diaphragm chord = 3378 Ib See pages 14 & 15 Length of Unit = 34 ft. Load along sidewall in diaphragm chord =sidewall diaphragm chord load /length of unit Load along sidewall in diaphragm chord = gg,34 plf Req. Roof to E.Z. Wall Load = Max(adj. end zone wind load, Idiaphragm chord load) x roof mem. spacing = Req. Roof to E.Z. Wall Load = 191.9 Ib Roof to Wall Plate Connection Assume Typical Connection made with 0.131" x 3" toenails. Specific Gravity of Member G = 0.42 Thickness of Member t - 1.50 in. - Lateral Capacity of Nails /~t~,,. ~ f , Z = 82 Ibs 1 r_ ' ' f ~y-~ r Load Duration Factor t ~ ~ a;": ~ CD = 1.8 , s 3 b `X~ Toe Nail Factor r " ,r Cin = 0.83 3„7° S'p6cF~~>,,,.% ? t Allowable Lateral Capacity of Nails ,,~]fi S c~P Z'=ZCDCi„= 109 Ib Required Roof to Wall Plate Connection 06/08/12 Req'd Nail Nails Load Capacity Req'd 192 Ib 109 Ib cap 2 per framing member cos AP-A15269 SHEET NO. Z3A OF 44 CALCULATED BY DB DATE 6/7/ZO1Z CHECKED BV DATE Sliding Connections Assume Typical Connection made with 0.131" x 3.0" Nails in End-Grain. Specific Gravity of Member G = 0.42 Thickness of Member is = 1.50 in. Lateral Capacity Z = 82.0 Ibs ANSI / AF&PA NDS Load Duration Factor CD = 1.6 ANSI / AF&PA NDS Table 2.3.2 End-Grain Nail Factor Ctn = 0.67 ANSI / AF&PA NDS 11.5.4.2 Allowable Lateral Capacity Z' = Z CD Ce9 = 87.9 Ib ANSI / AF&PA NDS Table 10.3.1 Top Plate to Studs & Bottom Plate to Studs Req'd Nail Nails Load Capacity Req'd 192. Ib 88 Ib cap 3 per framing member Bottom Plate to Floor Assume Typical Connection made with 0.131" x 3.0" Nails Allowable Lateral Capacity of Nails Z~ = Z CD = 82 Ib x 1.6 = 131 Ib = C 7r ~'~t r ~ Req'd Stud Req'd (~f ~~,r ~ Q~ Load spacing = Load r ~ 4 i ~`,t+,l a~,_. r '.x'1 192 Ib / 16 in oc 144 pif I , ' ~ i~'? I 1 J~'l Nail Req'd Req'd t, ~ ;,j a Capacity / Load = Spacing ~ ~.-'~t-~ 131 Ib cap 144 plf 10 in o.c. 06/08/12 ~oB AP-A15269 SHEET NO. 24 OF 44 CAICUTATED BV ~B DATE 6/7/2012 CHECKED BV DATE Slidinn Connections Icont'd) Alternate Roof to WaII Plate Connection Connector: USP RT16A Fastener: (9) tOd nails in truss and (8) tOd nails in plates Allowable Load = 800 Ib for SPF Req'd Lateral Req'd Provided Load Spacing Spacing 144 plf 48 in. 48 in. -r°O~ ~ 1~ ' * i= ~ ~~r„ f w:-f y:IA1 7 i ~ l ~l } ;~U S/~ t ~w~ t/{fJ L~~J~ / ~ft~l J 06/08/12 Boa AP-A15269 SHEET NO. 25 OF 44 CALCULATED aY DB DATE 6/7/2012 CHECKED BY DATE Sliding Connections fcont'dl _ v--' r,~C-3~Y ~ti~`~' Design 2nd Story to 1st Story Connection (~t~~r"~, ~ ` ~%'j~~t~ fd ~ ~ ~f X w t Assume Typical Connection made with ~ ~ } ~ 0.131" x 3" toenails. ~ t , iii ' j 1``~x'` ~ ~ .,f c Specific Gravity of Member s G = 0.42 ''"E~ S ~ Thickness of Member 06/08/12 is = 1.50 in. Nominal Lateral Capacity of Nails in Single Shear Z = 82 Ib ANSI / AF&PA NDS Table 11 N Load Duration Factor CD = 1.6 ANSI / AF&PA NDS Table 2.3.2 Toe-Nail Factor C~„ = 0.83 ANSI / AF&PA NDS 11.5.4 Allowable Lateral Capacity of Nails in Single Shear Z' = Z CD C,,, = 109 Ib ANSI / AF&PA NDS Table 10.3.1 2nd Story floor to 1st Story ceiling & ceiling to top plate Connection -Left & Right v =Vfloorl = 415 plf Ref. Sheet 14 & 15 Connection: 0.131" x 3" toenails. @ 3 " o.c. 2nd Story to 1st Story Connection -Front & Rear v =Vfloorl = 222 plf Ref. Sheet 14 & 15 Connection: 0.131" x 3" toenails. @ 5 " o.c. roe AP-A15269 SHEET NO. 25A OF 44 CALCULATED BV DB DATE 6/7/2012 CHECKED BY DATE Sliding Connections Icont'dl S ~lr._~'~ w,~~' Design 1st Story Module to Sill Plate Connection riT, f Est t ~ ~ t S K~ ~ l ~ ~ Assume Typical Connection made with ~i- - , * ~'s ? rs j w' a v; ~ 0.131" x 3" toenails. , ~ r. 15 rf Specific Gravity of Member ~~'q~ `~E`,'L r; ~~,r G = 0.42 Thickness of Member 06/08/12 is = 1.50 in. Nominal Lateral Capacity of Nails in Single Shear Z = 82 Ib ANSI / AF&PA NDS Table 11 N Load Duration Factor CD = 1.6 ANSI / AF&PA NDS Table 2.3.2 Toe-Nail Factor Can = 0.83 ANSI / AF&PA NDS 11.5.4 Allowable Lateral Capacity of Nails in Single Shear Z' = Z CD C~„ = 109 Ib ANSI / AF&PA NDS Table 10.3.1 1 st Story to Sill Plate Connection -Left v = Vfloor2 = 602. plf Ref. Sheet 14 & 15 Connection: 0.131" x 3" toenails. @ 2 " o.c. 1st Story to Sill Plate Connection -Front & Rear v = Vfloor2 = 345 plf Ref. Sheet 14 & 15 Connection: 0.131" x 3" toenails. @ 3 " o.c. roe AP-A15269 SHEET NO. 26 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Sliding Connections Cont'd - f fI rin j k ~ f y ~ ` ~ ~ s1i e'+ {L~tl~ J If~.e?jx ;t fi ~`a~ N~,u 06/08/12 1st Story to Sill Plate Connection -Right v = Vfloor2 = 723 plf Connector: USP MP4F Fastener: (12) 8d x 1-1/2" nails Allowable Load = 710 Ib Req'd Sliding Req'd Load Spacing 723 plf 11 in. ' ~ ~ -x~~ roe AP-A15269 it +m = ,r tt SHEET NO. Z7 OF 44 ~ t Tit ' i i CALCULATED BV DB DATE 6/7/ZO12 3 7 ~1 i ~ f ~ d~ CHECKED BV DATE t~~ t n 4S~ \ Anchor Bolt Spacing OK Slidlna Connection 06/08/12 Sill Plate to Foundation Connection -Left Connection: 1/2 "dia. Anchor Bolts @ 14 " o.c. Design Sill Plate to Foundation Connection Assume 1/2 "dia. Anchor Bolts. Anchor Bolts shall be provided within 12" of the ends of each sill plate section, but no closer than 4" from the ends. Minimum 2 bolts per sill section. Specific Gravity of Sill Plate G = 0.55 Thickness of Sill Plate is = 1.50 in. Nominal Lateral Capacity for Bolt in Single Shear Parallel to the Grain ANSI / AF&PA NDS Table 11 E Z„ = 680 Ib Load Duration Factor ANSI / AF&PA NDS Table 2.3.2 Co = 1.6 Allowable Lateral Capacity for Bolt in Single Shear Parallel to the Grain ANSI / AF&PA NDS Table 10.3.1 Z' = Z„ CD = 1088 Ib Vfloor2 = 602 plf Ref. Sheet 14 & 15 Load at anchor bolt = Vfloor2 x Anchor Bolt Spacing Load at anchor bolt = 602 plf x 14 " o.c. = 703 Ib CSI =Load at anchor bolt / Z' CSI Shear CSI = 703 Ib / 1088 Ib = 0.65 Check Compression Perpendicular to the Grain 1l8in thick min. washer required Uniform Uplift Loatl = Max of uplift loatl at foundation from roof and uplift loatl from pertorated sheanvall if applicable. Uniform Uplift Load = Max of 168 plf See page 4 and 470 plf See page 18A Uniform Uplift Load = 470 plf Concentrated Uplift Load =Uniform Uplift Load x Anchor Bolt Spacing Concentrated Uplift Load = 470 plf x 14 " o.c. Concentrated Uplift Load = 548 Ib Allowable Compression Stress Perpendicular to the Grain F~ = 565 psi ANSI / AF&PA NDS Table 4B Try 2 "square washer w/ 1/2 "Anchor Bolt (Assume 1/16" oversized hole) Area of Washer Awasnar = 2 2 -((n / 4) (0.5 + 1 /16)^Z) = 3 3/4 in2 Allowable Compression Load Perpendicular to the Grain Pal = Fri Awasnar = 565 psi x 3.751 in2 = 2120 Ib CSI Uplift CSI =Load at anchor bolt / Pu,e~, = 548 Ib / 2120 Ib = 0.26 Total CSI =CSI shear + CSI uplift = 0.65 + 0.26 = 0.90 OK ` ~'=~1 Boa AP-A15269 ~';~~w~~{{ SHEET HO. 27A OF 44 y , 3` L I( CALCUL4TED BY DB DATE 6/7/2012 pyt ' ~,p f/ t CHECKED BY DATE t .fr h~{ ~ y' ~A Anchor Bolt Spacing OK Sliding Connection: 06/08/12 Sill Plate to Foundation Connection -Right Connection: 1/2 "dig. Anchor Bolts @ 16 " o.c. Design Sill Plate to Foundation Connection Assume 1/2 "dig. Anchor Bolts. Anchor Bolts shall be provided within 12" of the ends of each sill plate section, but no closer than 4" from the ends. Minimum 2 bolts per sill section. Specific Gravity of Sill Plate G = 0.55 Thickness of Sill Plate is = 1.50 in. Nominal Lateral Capacity far Bolt in Single Shear Parallel to the Grain ANSI / AFBPA NDS Table 11 E Zff = 680 Ib Load Duration Factor ANSI / AF&PA NDS Table 2.3.2 CD = 1.6 Allowable Lateral Capacity for Bolt in Single Shear Parallel to the Grain ANSI / AF&PA NDS Table 10.3.1 Z' = Z„ CD = 1088 Ib Vfloor2 = 723 plf Ref. Sheet 14 & 15 Load at anchor bolt = Vfloor2 x Anchor Bolt Spacing Load at anchor bolt = 723 plf x 16 " o.c. = 964 Ib CSI =Load at anchor bolt / Z' CSI Shear CSI = 964 Ib / 1088 Ib 0.89 Check Compression Perpendicular to the Grain 1 /bin thick min. washer required Uniform Uplift Load = Max of uplift load at foundation from roof and uplift load from perforated shearwall if applicable. Uniform Uplift Load = Max of 168 plf See page 4 and 0 plf See page 18A Uniform Uplift Load = 168 plf Concentrated Uplift Load =Uniform Uplift Load x Anchor Bolt Spacing Concentrated Uplift Load = 168 plf x 16 " o.c. Concentrated Uplift Load = 224 Ib Allowable Compression Stress Perpendicular to the Grain Fri = 565 psi ANSI / AF&PA NDS Table 4B Try 2 "square washer w/ 1/2 "Anchor Bolt (Assume 1 /16" oversized hole) Area of Washer Awasher = 2 s -((n / 4) (0.5 + 1/16)^2) = 3 3!4 inz Allowable Compression Load Perpendicular to the Grain P~ = Fc1 Awasher = 565 psi X 3.751 jnz = 2120 Ib CSI Uplift CSI =Load at anchor bolt / P~e,~ = 224 Ib / 2120 Ib = 0.11 Total CSI =CSI shear + CSI uplift = 0.89 + 0.11 = 0.99 OK 4~' Ifs" x r /'iq / II 1 ~~~~v4\ ° 1,-: ~,q doa AP-A15269 ' ~ ~ L~~ 1,1 SHEET NO. 276 OF 44 ~ j r j CALCULATED BY D6 DATE 6/7/2012 jr x s ~1 ''f CHECKED BY DATE t f~~!! ~.~'.y'. `rats ~;t"" v; ~hC7.F g ~~~r' Anchor Bolt Spacing OK Sliding Connection: 06/08/12 Sill Plate to Foundation Connection -Front Connection: 1/2 "dia. Anchor Bolts @ 24 " o.c. Design Sill Plate to Foundation Connection Assume 1/2 "dia. Anchor Bolts. Anchor Bolts shall be provided within 12" of the ends of each sill plate section, but no closer than 4" from the ends. Minimum 2 bolts per sill section. Specific Gravity of Sill Plate G = 0.55 Thickness of Sill Plate is = 1.50 in. Nominal Lateral Capacity for Bolt in Single Shear Parallel to the Grain ANSI / AF&PA NDS Table 11 E Z„ = 680 Ib Load Duration Factor ANSI / AF&PA NDS Table 2.3.2 CD = 1.6 Allowable Lateral Capacity for Bolt in Single Shear Parallel to the Grain ANSI / AF&PA NDS Table 10.3.1 Z' = Z„ CD = 1088 Ib Vfloor2 = 345 plf Ref. Sheet 14 & 15 Load at anchor bolt = Vfloor2 x Anchor Bolt Spacing Load at anchor bolt = 345 plf x 24 " o.c. 690 Ib CSI =Load at anchor bolt / Z' CSI Shear CSI = 690 Ib / 1088 Ib = 0.63 Check Compression Perpendicular to the Grain 1/bin thick min.. washer required Uniform Uplift Load = Max of uplift load at foundation from roof and uplift loatl from perforatetl shearwall if applicable. Uniform Uplift Load = Max of 168 plf See page 4 and 332 plf See page 18A Uniform Uplift Load = 332 plf Concentrated Uplift Load =Uniform Uplift Load x Anchor Bolt Spacing Concentrated Uplift Load = 332 plf x 24 " o.c. Concentrated Uplift Load = 664 Ib Allowable Compression Stress Perpendicular to the Grain Fri = 565 psi ANSI / AF&PA NDS Table 4B Try 2 "square washer w/ 1 /2 "Anchor Bolt (Assume 1 /16" oversized hale) Area of Washer Awasnar = 2 z -((Tr / 4) (0.5 + 1/16)^2) = 3 3!4 "inZ Allowable Compression Load Perpendicular to the Grain Pal = F~L Awasher = 565 psl x 3.751 in2 = 2120 Ib CSI Uplift CSI =Load at anchor bolt / P~,a,~ = 664 Ib / 2120 Ib = 0.31 Total CSI =CSI shear + CSI uplift = 0.63 + 0.31 = 0.95 OK - ~ ~r ltd ;r'`'`-~ `~%t roe AP-A15289 < ~ SHEET NO. 27C OF 44 - J CALCULATED BV DB DATE 6/7/ZO12 ~ i' .1 f 1 }y ,~1 CHECKED BV DATE 1 _i~i(~S,Ai J~Np~ ~ ~ 5 . Anchor Bolt Spacing OK Sliding Connections 06/08/12 Sill Plate to Foundation Connection -Rear Connection: t/2 "dig. Anchor Bolts @ 30 " o.c. Design Sill Plate to Foundation Connection Assume 1/2 "dig. Anchor Bolts. Anchor Bolts shall be provided within 12" of the ends of each sill plate section, but no closer than 4" from the ends. Minimum 2 bolts per sill section. Specific Gravity of Sill Plate G = 0.55 Thickness of Sill Plate is = 1.50 in. Nominal Lateral Capacity for Bolt in Single Shear Parallel to the Grain ANSI / AFBPA NDS Table 11 E Z„ = 680 Ib Load Duration Factor ANSI /AFBPA NDS Table 2.3.2 CD = 1.6 Allowable Lateral Capacity for Bolt in Single Shear Parallel to the Grain ANSI /AFBPA NDS Table 10.3.1 Z' = Z„ CD = 1088 Ib Vfloor2 = 311 plf Ref. Sheet 14 8.15 Load at anchor bolt = Vfloor2 x Anchor Bolt Spacing Lcad at anchor bolt = 311 plf x 30 " o.c. = 777 Ib CSI =Load at anchor bolt / Z' CSI Shear CSI = 777 Ib / 1088 Ib = 0.71 Check Compression Perpendicular to the Grain 1/bin thick min. washer requirlad Unitorm Uplift Load = Max of uplift load at foundation ftom roof and uplift load from pertoratetl shearwall if applicable. Uniform Uplift Load = Max of 168 plf See page 4 and 238 plf See page 18A Uniform Uplift load = 238 plf Concentrated Uplift Load =Uniform Uplift Load x Anchor Bolt Spacing Concentrated Uplift Load = 238 plf x 30 " o.c. Concentrated Uplift Load = 595 Ib Allowable Compression Stress Perpendicular to the Grain F~ = 565 psi ANSI /AFBPA NDS Table 46 Try 2 "square washer w/ 1!2 "Anchor Bolt (Assume 1 /16" oversized hole) Area of Washer Awasher = 2 s -((Tr / 4) (0.5 + 1/16)^2) = 3 3/4 in2 Allowable Compression Load Perpendicular to the Grain PAL = F~l Awasher = 565 pSl X 3.751 jn2 = 2120 Ib CSI Uplift CSI =Load at anchor bolt / Pwe,~ = 595 Ib / 2120 Ib = 0.28 Total CSI =CSI shear + CSI uplift = 0.71 + 0.28 = 0.99 OK Boa AP-A15269 SHEET NO. 28 OF 44 CALCULATED aY DB DATE 6/7/2012 CHECKED aY DATE ~c~v~ ; / { 't s Sheathing Connections ! " yap i, S 3 #~~1 t ;,t ; 1 Roof Sheathing ° Design Roof Sheathing Connection to Resist Suction Loads !3p S Nt"" 3 Sec Gust Wind Speed = 120 mph 06108/12 Suction Pressure from Wind - ASCE 7 Figure 6-3, Use 10psf minimum C&C Pressures Interior Zone Zone 1 = 25.9 psf Perimeter Edge Zone Zone 2 = 30.3 psf Overhang Zone Zone 2 OH = 43.9 psf Overhang Zone Zone 3 OH = 43.9 psf Wind Importance Factor = 1.00 Wind Exposure = C Wind Exposure Adjustment Factor = 1.4 C&C Pressures Adjusted Interior Suction Pressure = 36.3 psf Zone 1 Adjusted Perimeter Suction Pressure = 42.4 psf Zone 2 Adjusted Overhang Suction Pressure = 61.5 psf Zone 2 OH Adjusted Overhang Suction Pressure = 61.5 psf Zone 3 OH Perimeter Edge Zone Width Minimum Building Dimension = 27.5 ft. Z = 10% Minimum Building Dimension = 2.75 ft. But not less than 3 ft. Roof Framing Spacing = 16 in. o.c. Roof Unit Suction Load from Wind Framing Spacing in ft. o.c. Interior Zone = 36 psf x 1.33 ft. = 48 plf Perimeter Edge Zone = 42 psf x 1.33 ft. = 57 plf Overhang Zone = 61 psf x 1.33 ft. = 82 plf Boa AP-A15269 SHEET NO. 29 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Sheathing Connections Icont'd) Roof Sheathing Design Roof Sheathing Connection to Resist Suction Loads Roof Sheathing: 7/16" OSB (Unblocked) Fastening: 0.131"x2.5" nails at 6 " o.c. panel edge fastening and 12 " o.c. field fastening Specific Gravity of Roof Framing G = 0.42 Diameter of Nails D = 0.131 in. Length of Nails L = 2.50. in. Thickness of Sheathing t = 0.438 in. Nominal Nail Withdrawal Design Value ANSI / AF&PA NDS Table 11.2C W = 21 Ib / in. Load Duration Factor ANSI / AF&PA NDS 2.3.2 CD = 1.6 Allowable Nail Withdrawal Design Value ANSI / AF&PA NDS Table 11.2C W ' = W CD = 34 Ib / in. Length of Nail Penetration LP = L - t = 2.063 in. Withdrawal Capacity per Nail W ' LP = 69 Ib Required Suction Load Capacity Interior Zane = 48 plf Ref. Sheet 28 Perimeter Edge Zone = 57 plf Ref. Sheet 28 Overhang Zone = 82 plf Ref. Sheet 28 Required Fastening °°ye ~ d Interior Zone = 12 " o c. ~ ~~,~r~'~ `t~ Perimeter Edge Zone = 6 " o.c. f'f ' ~~1..~~ 1 Overhang Zone = 6 " o.c. ~ = i "~l ;;ti~j\ ,'~d ~'~f 06/08/12 . roe AP-A15269 SHEET NO. 30 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Sheathing Connections Icont'dl Roof Sheathing Design Roof Diaphragm to Transfer Shear Loads Unit Shear Capacity Requirement MaX Vroot = 12463 Ib B = 27.5 ft. vroof = 227 plf Shear Capacity for Diaphragm Assembly Framing Species Specific Gravity G = 0.42 Roof Sheathing: 7/16" OSB (Unblocked) Fastening: 0.131"x2.5" nails at 6 " o.c. panel edge nailing and 12 " o.c. field nailing Tabulated Value = 211.6 plf vs = 1.4 (Tab. Value) See Supplement Table 2C Footnote 1 = 296.2 plf > 227 plf OK w d ,f h}. t 7_} , l ' ~ fi ~ f i' t < r ''th~~z~w ~ NP 06/08/12 roe AP-A15269 SHEET NO. 31 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Sheathing Connections Icont'dl Floor Sheathing Design Floor Diaphragm to Transfer Shear Loads Unit Shear Capacity Requirement Max VBoor = 10336 Ib B = 27.5 ft. vfloor = 188 plf Shear Capacity for Diaphragm Assembly Framing Species Specific Gravity G = 0.42 Floor Sheathing: 5/bin OSB (Unblocked) Fastening: 0.148"x3" nails at 6 " o.c. panel edge fastening and 12 " o.c. field fastening Tabulated Value = 262.2 plf vs = 1.4 (Tab. Value) See Supplement Table 2C Footnote 1 = 367.1 plf > 188- plf OK -ta~Ufi z v it i_±4 ~3 I' s ~ I , J ) C~s.~'~ . N~' 06/08/12 Boa AP-A15269 SHEET NO. 32 OF 44 CALCULATED BV DB DATE 6/7/2012 CHECKED BY DATE `.^~t Sheathing Connections r!l'l i = c ~ ~ { A J £ j R' 1 Wall Sheathing , ,a~, } ~t~l }rf~) Design Wall Sheathing Connection to Resist Suction Loads t~,,3, ~ r p4 3 Sec Gust Wind Speed = 120 mph > N Suction Pressure from Wind- ASCE 7 Figure 6-3 06/08/12 C&C Pressures Interior Zone (Zone 4) = 28.4 psf Edge Zone (Zone 5) = 34.7 psf Wind Importance Factor = 1.00 Wind Exposure = C Wind Exposure Adjustment Factor = 1.4 Adjusted Interior Suction Pressure = 39.3 psf Adjusted Perimeter Suction Pressure = 48.6 psf Perimeter Edge Zone Width Minimum Building Dimension = 27.5 ft. Z = 10% Minimum Building Dimension = 2.75 ft. But not less than 3 ft. Wall Framing Spacing = 16 in. o.c. Roof Unit Suction Load from Wind Framing Spacing in ft. o.c. Interior Zone = 39 psf x 1.33 ft oc. = 57 plf Edge Zone = 49 psf x 1.33 ft oc. = 65 plf roe AP-A15269 SHEET NO. 33 OF 44 CALCULATED BY DB DATE 6l7/ZO12 CHECKED BY DATE Sheathing Connections Icont'dl Wall Sheathing Design Wall Sheathing Connection to Resist Suction Loads Wall Sheathing: 7/16" OSB Fastening: 0.131"x2.5" nails at 6 " o.c. panel edge nailing and 12 " o.c. field nailing Specific Gravity of Wall Framing G = 0.42 Diameter of Nails D = 0.131 in. Length of Nails L = 2.50 in. Thickness of Sheathing t = 0.438 in. Nominal Nail Withdrawal Design Value ANSI / AF&PA NDS Table 11.2C W = 21 Ib / in. Load Duration Factor ANSI / AF&PA NDS 2.3.2 CD = 1.6 Allowable Nail Withdrawal Design Value ANSI 1 AFRPA NDS Table 11.2C W ' = W CD = 34 Ib / in. Length of Nail Penetration LP = L - t = 2.063 in. Withdrawal Capacity per Nail W ' LP = 69 Ib Required Suction Load Capacity Interior Zone = 52 plf Perimeter Edge Zone = 65 plf Required Fastening f , zt s~ 1~tr',~~ >cy ~~l Interior Zone = 12 " o.c. , ~ ~ + , s, ~ ~ ~ Perimeter Edge Zone = 6 " o.c. t` ~'s 1 , . '-")F rbl"~. 06/08/12 roe AP-A15269 SHEET NO. 3Q OF Q4 CALCULATED BV DB DATE 617/2012 CHECKED BY DATE Ridge Connections ~'"i +`r,, yF)` / I x 'f- tr ~ Ridge Connection d~ J r t Roof Pitch = 9:12 t~~ ' it x Roof Span = 27.5 g. S . e~P 3 Sec Gust Wind Speed = 120 mph 06/08/12 Wind Exposure = C Ridge Connection Ridge Connection Load = 322 plf See Page 4 Connector: USP Strap-Tie LSTA15 Fastener: (12) 10d nails (6 each end of strap). Allowable Load = 950 Ib Req'd Req'd Provided Load Spacing Spacing 322 plf 35 in. o.c. 32 in. o.c. Flip Connection Flip Connection Load = 322 plf Connector: USP Strap-Tie LSTA15 Fastener: (12) 10d nails (6 each end of strap). Allowable Load = 950 Ib Req'd Req'd Provided Load Spacing Spacing 322 ptf 35 in. o.c. 32 in. o.c. roe AP-A15269 SHEET NO. 35 OF 44 CALCULATED BV DB DATE 6/7/2012 CHECKED BY DATE Overhang Connection Outlooker to Endwall Roof Pitch = 9:12 Roof Span = 13.75 ft. Roof Overhang Length = 1 ft. 3 Sec Gust Wind Speed = 120 mph Overhang Uplift Load = 61.46 psf Zone 2 OH See page 28 Overhang Uplift Load = 61.46 psf Zone 3 OH See page 28 Outlooker Spacing = 16 in o.c. Tabulated Overhang Uplift Connection Load Zone 2oh = 81.95 Ibs Tabulated Overhang Uplift Connection Load Zone Soh = 81.95 Ibs Wind Exposure = C Wind Exposure Adjustment Factor = 1.4 t yt. i1r Adjusted Ridge Connection Load Zone 2 OH = 115 Ibs / . Adjusted Ridge Connection Load Zone 3 OH = 115 Ibs ~ 3' - ~ ' ~ j~4 S S91 f ~d ;l =P Connector: 0.131"x3" Nails w/ 1.5" pen. Allowable Load = 50.4 Ib 06/08/12 Connectors Per Outlooker Req'd Zone 2 OH = 3 per outrigger Connectors Per Outlooker Req'd Zone 3 OH = 3 per outrigger cos AP-A15269 SHEET NO. 36 OF 44 CALCULATED BV DB DATE 6/7/ZO12 CHECKED eY DATE Collar Tie Connections G f/J my ~ ~ Collar Tie Connection ' ~ ' tr I I ~ 1 'N 'fa ;txy yal } Roof Pitch = 9:12 ,i " s ~ ' t` ~ ~ .r= tl .n i • ~L' Roof Span = 27.5 ft. i <<ht,s,~ t~ ~ N~'~ 3 Sec Gust Wind Speed = 120 mph 06/08/12 Collar Tie Connection Requirement Rafter Spacing Load = 322 plf x 16 in o.c. = 429.5 Ib See page 34 Design Collar Tie to Rafter Connection Assume Typical Collar Tie to Rafter Connection made with 0.131" x 3.0" face nails Specific Gravity of Member G = 0.42. Thickness of Member is = 1.50 in. Lateral Capacity of Nails Z = 82 Ibs ANSI / AF&PA NDS Table 11 N Load Duration Factor CD = 1.6 ANSI / AF&PA NDS Table 2.3.2 Allowable Lateral Capacity of Nails Z' = Z CD = 131 Ib ANSI / AF&PA NDS Table 10.3.1 Required Collar Tie to Rafter Connection Req'd Nail Nails Load Capacity Req'd 430 Ib / 131 Ib cap = 4 per rafter Minimum of 3 required per code Boa AP-A15269 SHEET NO. 37 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Knee Wall Connections .e,,, ~ '...J ` r, Knee Wall Connection ,fr f z lc,~ Roof Pitch = 9:12 ~ } ~ ~uz ~ `t J(r k'~~"~'`... ~ J (h Roof Span = 27.5 g. ~ ' ~~r~~,t~rr`11~~` 3 Sec Gust Wind Speed = 120 mph 06/08/12 Kneewall Connection Requirement Unit Connection Load from Wind = 430 Ib See page 36 Design Knee Wall Connection Assume Typical Connection made with 0.131" x 3.25" toenails. Specific Gravity of Member G = 0.42 Thickness of Member t, = 1.50 in. Withdrawal Capacity of Nails W = 21 Ibs per inch penetration ANSI / AF&PA NDS Table 11.2C Load Duration Factor CD = 1.6 ANSI / AF&PA NDS Table 2.3.2 Penetration Depth Ca= 1.75 in Toe Nail Factor ANSI / AF&PA NDS 11.5.4.2 Cm = 0.67 Allowable Withdrawal Capacity of Nails per inch W' = W CD C, C,~ 39 Ib ANSI / AFBPA NDS Table 10.3.1 Req'd Nail Nails Load Capacity Req'd 430 Ib 39 Ib cap 11 per stud NG -Too Many Nails, Use Alternate Conn.; See Page 37a roe AP-A15269 SHEET NO. 37A OF 44 CALCULATED BV DB DATE 6/7/2012 CHECKED BY DATE Knee Wall Alternate Connections y,~~ {}r tirr`~Y ~X° k 7 ~ ' f tf b 4.~ Knee Wall Connection ' k 3 3 i'3:j Roof Pitch = 9:12 ° ~ t x 3~ ~ ti ~ , f~±r Roof Span = 27.5 g. ~ Oe ~ - ~yp`- 3 Sec Gust Wind Speed = 120 mph 06/08/12 Kneewall Connection Requirement Unit Connection Load from Wind = 430 Ib See page 36 Design Knee Wall Connection Assume Alternate Connection made with #8x4" Screws Toed Specific Gravity of Member Toe Nail Factor C,,, = 0.67 G = 0.42 ANSI / AF&PA NDS 11.5.4.2 Thickness of Member is = 2.83 in. Withdrawal Capacity of Screws W = 82 Ibs per inch penetration ANSI / AF&PA NDS Table 11.2C Load Duration Factor Cp = 1.6 ANSI / AF&PA NDS Table 2.3.2 Penetration Depth Cd= 1.17 in Allowable Withdrawal Capacity of Screws W' = W CD Ca C,n = 103 Ib ANSI / AFBPA NDS Table 10.3.1 Req'd Screw Screws Load Capacity Req'd Option 1 430 Ib 103 Ib 5 per stud #8x4" Screws Toed Req'd Strap Quantity Load Capacity Req'd Option 2 430 Ib 653 Ib 1 per stud 20GA x 1.5" Strap w/ (14) 0.131"x2.5" Nails ea strap (7 per end) Note: Strap capacity reduced for only 10 total nails installed and installed at an angle roe AP-A15269 SHEET N0. 3i3 OE 44 CALCULATED BV DB DATE 6/7/ZO12 CHECKED BV DATE Desinn Summary Location Force Connection Fasteners Re wired Reference 7/16" x 1 1/2" x 16 ga staples Raker to Ceiling Joist 322 plf (2) 7/16" WSP Gusset Plates per gusset to rafter & Sheet 5 Connection w/ gussets (1) ea side of rafter 6 per gusset to ceiling oist Ceiling Joist to 2nd Story Wall 1.25"X20 ga steel strap (7~ 10d nails in ceiling joist and Stud Connection 322 plf 10d nails in wall stud Sheet 5 @32 in o. c. ~t~~ fn Yeti/''.z 2 L,x~~4~~ ~ f y ~.t._ 3 l`~~'' •,t~, ~ d tai E F „S ~ j d: ~ L O Y ~ 06/08/12 d c c 0 U a Note: Sd nails = 0.131 "x 2.5", fOd nails = 0.148" x 3" & 18d nails = 0.131"x 3.25" unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. Boa AP-A15269 SHEET NO. 36A OF 44 CALCULATED BY DB DATE 6/7/ZO12 CHECKED BY DATE Design Summary Location Connection Wall Force Spacing Reference LSTA12 FRONT 322 plf 16 In O.C. (10) 10d nails - (5) each end of 2nd Sto Wall strap REAR 322 If ry P 16 in o.c. Stud to 2nd Story Floor Band 6 Connection 7/16" OSB/PLY overlap LEFT 283 plf 6 in o.c. 2 rows of 0.131'52.5" Nails RIGHT 252 plf 6 in O.C. FRONT 245 plf 32 in o.c. ~ LSTA15 O (12) 10d nails - (6) each end of 2nd Story Floor strap REAR 245 If v P 32 in o.c. d Band to 1st Story C Ceiling Band 6 U Connection 7/16" OSB/PLY overlap LEFT 283 plf 6 in O.C. ~ 2 rows of 0.131'52.5" Nails p, RIGHT 252 plf 6 in O.C. USP Structural Connector FRONT 245 plf 32 in O.C. LSTA12 (10) 10d nails - (5) each end of 1st Story Ceiling strap REAR 245 plf 32 in O.C. Band to 1st Story Wall Stud 6 Connection 7/16" OSB/PLY overlap LEFT 283 plf 6 in o.C. 2 rows of 0.131'52.5" Nails RIGHT 252 plf 6 in O.C. Note: 8d nails = 0.131"x 2.5", 10d nails = 0.148" x 3" 8 llid nails = 0.131"x 3.25" unless otherwise noted An equal or better connection device maybe substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. 1yltj tom.. / 14~ C}~l r.~ 1\ rk L 1 f t I ~ ~ Tar } r it r t;; 4 Y1 p u t~~ ~ ~ S ``~1J~ ~~4 c~..J ~~v$iiL ~)^~,.af~~Ql~ hh\+ ~h JrY~(' 06/08/12 ~oB AP-A15269 SHEET NO. 38B OF 44 CAICULATEO BV DB DATE 6/7/2012 CHECKED BY DATE Design Summary Location Connection Wall Force S acin Reference 7/16" OSB/PLY overlap floor FRONT 507 plf 4 in O.C. rim joist 6" 1st Story Wall REAR 366 plf 6 in O.C. Stud to Floor 0.131in x 2-1/tin nails 6A W Band Connection LEFT 528 plf 4 in O.C. C Use 2 rows of fasteners along y„ bottom edge of panel y RIGHT 0 plf 3 In O.C. C C O U 7/16" OSB/PLY overlap sill FRONT 507 plf 2 in o. c. ~ plate 1.5" a REAR 366 plf 3 in O.C. Floor Band to Sill 0.131 in x 2-1/tin nails Sheet 7 Plate Connection LEFT 528 plf 2 in o. c. Use 1 row of fasteners along bottom edge of panel RIGHT 0 plf 2 in O.C. Note: 8d nails = 0.131"x 2.5", 10d nails = 0.148" x 3" 8 18d nails = 0.131"x 3.25" unless otherwise noted An equal or better connection device maybe substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. \jC~ tl rtt ,~ti , i Irn. r~// r f 1~ ;t„ r ,r' l ~ ~ ~ `s z ' \ ;n~° ~~`.)c c• ACS L~ . 06/08/12 roe AP-A15269 SHEET NO. 39 OF 44 CALCULATED BV DB DATE 6/7/2012 CHECKED BV DATE Design Summary Icon'dl Location Force Exterior Panel Interior Panel Reference 2nd Story Wall -Lek 7/16" OSB w/ 0.131 "x2.5" nails 254 plf @ 6" o.c. panel edge & 12" Sheet 18 Perforated o.c. field nailing (exterior) 2nd Story Wall -Right 7/16" OSB w/ 0.131"x2.5" nails 252 plf @ 6" o.c. panel edge & 12" Sheet 18 Perforated o.c. field nailing (exterior) 2nd Story Wall -Front 7/16" OSB w/ 0.131"x2.5" nails 135 plf @ 6" o.c. panel edge & 12" Sheet 18 Perforated o.c. field nailing (exterior) 2nd Story Wall -Rear 7/16" OSB w/ 0.131"x2.5" nails 169 plf @ 6" o.c. panel edge & 12" Sheet 18 Perforated o.c. field nailing (exterior) E d N N Q ~ 1st Story Wall -Lek 7/16" OSB w/ 0.131"x2.5" nails 470 plf @ 3" o.c. panel edge & 12" 18A d Perforated o. c. field nailing (exterior) L N 7/16" OSB w/ 0.131 "x2.5" nails 1st Story Wall -Right @ 2" o.c. panel edge 8 12" 715 plf o.c. field nailing (exterior) - dbl 18A Segmented studs @ shtg seams ''t1"r'~l~y 7/16" OSB w/ 0.131"x2.5" nails sr`'~~ s i! iq " t~~ 1st Story Wall -Front f Sq „ 332 plf @ 3" o.c. panel edge & 12" .rte f 7 ' > ~\"S}~ Perforated o.c. field nailing (exterior) ~f„ ~ = i 'r~~ r, ' ~ S 1 st Story Wall -Rear 7/16" OSB w/ 0.131"x2.5" nails n ti ~ 238 plf @ 4" o.c. panel edge & 12" d 4 j o.c. field nailing (exterior) ^ Perforated ~?,?5~, yp ,,!'~~?J ~F S 06/08/12 Note: 8d nails = 0.131"x 2.5", 10d nails = 0.148" x 3" 8 18d nails = 0.131 " x 3.25" unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. Gable wall studs at roof level must be same, size, species and grade as wall below. They must also be sheathed and fastened the same as wall below. roe AP-A15269 SHEET NO. 4O OF 44 CALCULATED BY DB DATE 6/7/201 Z CHECKED BY DATE Design Summary Icon'd) Note: Corner Studs & Built up Column Studs to be fastened together w/ 2 rows staggered of 0.131 "x3" Nails at 7 in o.c. Location Force Connection Fasteners Re wired Reference 2nd Story Module to 1st Story Module -Left 1731 Ib (1) USP Strap Tie RS14-100 (36) tOd nails ea strap Sheet 21 2nd Story Module to 1st Story Module -Right 1478 Ib (1) USP Strap Tie RS14-100 (36) 10d nails ea strap Sheet 21 2nd Story Module to 1st Story Front Dead Load of Structure is OK Sufficient to Resist Q aer21 Overturning Load i N C 2nd Story Module to 1st Story , Module -Rear _ V N 523 Ib 1 USP Stra Tie RS14-100 a O P (38) 10, r+ s ~ xCBo 121 C ~ , O V ~ 1st Story Module to C •C Foundation -Left 1/2 in min concrete cover and ~ 4434 Ib USP STADI4RJ (38) 16d sinkers, locate 1.5in 21A ~ from corner d 1st Story Module to (3) 7/8" bolts into stud column Foundation -Right (1) USP TD7 installed on (3) & 1-1/8" threaded rod w/ 8" 6766 Ib 2x6 SPF #2 Studs min embed in 20" min wide 21A footing 1st Story Module to Foundation -Front 1/2 in min concrete cover and 1502 Ib USP STADI4RJ (38) 16d sinkers, locate 1.5in 21A from corner 1st Story Module to Foundation -Rear Dead Load of Structure is OK Sufficient to Resist 0 21A Overturning Load Note: Sd nails = 0.131 "x 2.5", 10d nails = 0.148" x 3" 8 18d nails = 0.131"x 3.25" unless otherwise noted An equal or better connection device maybe substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. Boa AP-A15269 SHEET NO. 41 OF 44 CALCULATED BV DB DATE 617/2012 CHECKED BV DATE Design Summary Icon'd) An equal or better connection device maybe substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. All fasteners into sill plate must be corrosion resistant. Location Force Connection Fasteners Re uired Reference 0.131" x 3" toenails. Roof to Wall Plate Connection 192 Ib 2 23 0.131" x 3.0" Nails in End- Top Plate to Studs & Bottom 192 Ib Grain. NA 23A Plate to Studs 3 per stud 0.131" x 3.0" Nails Bottom Plate to Floor 144 plf NA 23A yr"` CtF ~7~Gy``~, 1ff ~1~~ ~ ` ~\tj f 1 ~ t ~f~ { 6 + SS## ~ ! S rn ,yj~ t-' 4. w 9*p {3 tYC!l~ YS~1 C C C O U 06/08/12 rn = 0.131"x 3" toenails. :D 2nd Story floor to 1st Story y ceiling & ceiling to top plate 415 plf @ 3 in OC N/A 25 Connection -Left & Right 0.131" x 3" toenails. 2nd Story to 1st Story 222 plf @ 5 in OC N/A 25 Connection -Front & Rear 0.131"x 3" toenails. 1st Story to Sill Plate 602 plf @ 2 in OC N/A 25A Connection -Left USP MP4F 1st Story to Sill Plate 723 plf @ 11 in OC (12) Bd x 1-1/2" nails 26 Connection -Right 0.131"x 3" toenails. 1st Story to Sill Plate 345 plf @ 3 in OC N/A 25A Connection -Front & Rear Note: 8d nails = 0.131"x 2.5", 10d nails = 0.148" x 3" 8 18d nails = 0.131 "x 3.25" unless otherwise noted doa AP-A15269 SHEET NO. 42 OF 44 CALCULATED BY DB DATE 6/7I2O12 CHECKED BY DATE Design Summary (con'd) Location Force Connection Fasteners Required Reference r F '~dEyy°~. ~ tt r ti az ! n~ r3sL } i 1' ? 1 7 L vx N4^ 06/08/12 N C O Y V d C C U of e 'v 2nd Floor Endwall Mateline - Top Plate to Top Plate / 1869 Ib 2 USP MSTA30 Stra s Ceiling Rim to Ceiling Rim P (22) 10d nails each strap NA across Mateline 2nd Floor Endwall Mateline - Floor Rim to Floor Rim across 1869 Ib 2 USP MSTA30 Straps (22) 10d nails each strap NA Mateline 1st Floor Endwall Mateline - Top Plate to Top Plate / 3819 Ib 3 USP MSTA30 Stra s Ceiling Rim to Ceiling Rim P (22) 10d nails each strap NA across Mateline 1st Floor Endwall Mateline - Floor Rim to Floor Rim across 3819 Ib 3 USP MSTA30 Straps (22) tOd nails each strap NA Mateline Note: Sd nails = 0.131 " x 2.5", 10d nails = 0.148" x 3" 8 18d nails = 0.131 " x 3.25" unless otherwise noted An equal or better connection device maybe substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. roe AP-A15269 SHEET NO. 43 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Desi n Summa ' Locatio F Sheathin Connection Reference ~ ~ MAIN ROOF: 06/08/12 z27 pit 0.131"x2.5" nails at 6" o.c. panel edge nailing antl 12" o.c. feld Roof Sheathing 7/16" OSB (Unblocked) nailing Sheet 29 ~ Shear OVERHANGS: t 6 in o.c. ed e & field N Wall Sheathing 65 plf 0.131"x2.5" nails at .C 7/16" OSB 6" o.c. panel edge nailing and Sheet 33 N Non Shear Wall Suction 12" o.c. field nailing 188 If 0.148"x3" nails at 6" o.c. panel Floor Sheathing p 5/Sin OSB (Unblocked) edge fastening and 12" o.c. Sheet 31 Shear field fastening Location Force Connection Fasteners Required Reference C USP Strap-Tie LSTA15 (12) tOd nails (6 c Ridge Connection 322 plf Sheet 34 ~ each end of strap). U @ 32 in o.c. d ~ Flip Connection 322 plf USP Strap-Tie LSTA15 (12) 10d nails (6 Sheet 34 ~ each end of strap). @ 32 in o.c. c Collar Tie Connection 430 Ib 0.131" x 3.0" face nails 4 Sheet 36 C ~ per rafter U N #8x4" Screws Toed 5 per stud Knee Wall Connection 4301b or Sheet 37a (1) 1.5in x 20GA Strap l/) u.13~"x[.o" Ivans ea Rafter connections listed above are minimum required for wind design and are not meant to replace connections required by talc's manual or by gravity loads. Location Force Connection Fasteners Required Reference 602 plf sliding 2" square washer w/ 1/2" AnUOr Sill Plate to Foundation Bolt (Assume 1/16" oversized @ 14 in OC C Connection -Lek and hole) 27 p 470 plf uplift 1/Sin thick min. washer required V 723 plf sliding 2" square washer wl 1l2" Anchor C Sill Plate to Foundation Bolt (Assume 1/16" oversized @ 16 in OC C Connection -Right and hole) 27A ~ 168 plf uplift 1/Sin thick min. washer requiretl V C 345 plf sliding 2" square washer w/ 1/2"Anchor ~ Sill Plate to Foundation Bolt (Assume 1116" oversized @ 24 in OC ~ Connection -Front and hole) 278 ~ 332 plf uplift 1/bin thick min. washer required C ~ 311 plf sliding 2" square washer w/ 1/2" Anchor li Sill Plate to Foundation Bolt (Assume 1/16" oversized @ 30 in OC Connection -Rear and hole) 27C 238 plf uplift 1/Sin thick min. washer requiretl 8d nails = 0.131"x 2.5", 10d nails = 0.148" x 3" 8 18d nails = 0.131"x 3.25" unless otherwise noted ~oB AP-A15269 SHEET NO. 44 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BV GATE Design Summarv (con'dl Location Force Connection Fasteners Required Reference rn 0.131"x3" Nails w/ 1.5" O Outlooker to Endwall 115 plf pen. Sheet 35 v within 3.00 ft of Corner 3 per outrigger d c 0.131"x3" Nails w/ 1.5" p Outlooker to Endwall 115 plf V pen. Sheet 35 ~ Not 3.00 ft of Corner 3 per outrigger C l0 L d C• Location Force Member Sizes Slice Conn. If Re Reference 2nd Floor Double 2x6 Top Plate - No Splices 62321b Sheet l9 Endwalls 2nd Floor Double 2x6 Top Plate -With Stagger 2 rows of Splices & @ 8 In OC 0.131"x 3.0" Nails 2263 Ib Sheet 19 Sidewalls 1st Floor Double 2x6 Top Plate - No Splices y 113991b Sheet l9 ~ Endwalls Double 2x10 Perimeter Rail - t No Splices U 1st Floor Double 2x6 Top Plate -With Stagger 2 rows of Ql Splices & ~ 7 in OC ~ 5063 Ib 0.131" x 3.0" Nails Sheet 19 L Sidewalls Double 2x10 Perimeter Rail - Stagger 2 rows of ~ ~ in OC (0 With Splices 8 0.131" x 3.0" Nails 0 ~.t?"~~ xll. lr:`~~''~ ',~t.lt '~u r a` ~ 1~ ~ ~ ~ It tr Y ' i:' - ~ , , t=f,, t n5 % y t ~~k Minimum Lumber Grade and Species is SPF #3 Unless Noted Minimum Splice Length is 6 ft 06/08/12 8d nails = 0.131"x 2.5", 10d nails = 0.148" x 3" & 18d nails = 0.131"x 3.25" unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. roe AP-A15269 Garage SHEET NO. 1 OF 44 David E. Billingsley, PE CALCUL4TED BV DB DATE 6/7/2012 217 East Main Slreet • Midtlleburg, PA 17842 CHECKED BV DATE Phone (570) 837-0577 • FAX (570) 837-0585 f ~y~~~ I~f^'~~ ti ~U Design Criteria Js `m~ ~ t.ii~~ 6~ ~ 4\ ~ J jp y ~1 \ xvLL tr Location: ~ ~P~ NY 06/08/12 120mph Exp C or less Building Description: Residential One Story Modular Wood Frame Construction Codes: 2010 New York Residential Code 2005 NDS ASCE 7-05 Building Importance Category: II Seismic Criteria Seismic Design Category (SDC) B Short period design spectral response acceleration ($DS) 0.32 Seismic Importance Factor 1.00 Basic Wind Speed Vasd = 120 mph (3 second gust) Exposure = C Wind Exposure Adjustment Factor = 1.29 Wind Importance Factor 1.00 1.0 Snow Load Ground Snow Load = 20 psf Snow Importance Factor 1.00 ~oB AP-A15269 Garage SHEET NO. 2 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE q~tC f . ~}j` k~ 0. Design Criteria Cont. I ~ ~ ~t £ r i i ~ ~CYj t .1 i1: Floor Diaphragm Aspect Ratio , , w , ~ ~ Length of side (L~)(house width) = 21.5 ft. of ~ ~a`' Length of side (L2)(house length) = 14 ft. 06/08/12 Max Mean Roof Height = 20 ft. Roof Framing Span (Horizontal Projection) = 10.75 ft. Roof Framing Spacing = 16 in. o.c. Roof Overhang Length = 1 ft. Roof Slope = 12 :12 Roof Diaphragm Aspect Ratio Length of side (L~)(width) = 21.5 ft. Length of side (Lz)(length) = 14 ft. L2 8 L~ = 1.5 :1 < 3 :1 OK Roof /Ceiling Assembly Dead Load = 15 psf Roof Framing Type = Rafter roe AP-A15269 Garage SHEET NO. 3 OF 44 CALCULATED BV DB DATE 6/7/ZO12 CHECKED BV DATE Design Criteria Cont. 1st Story Loadbearing Wall Height = 8 ft. 8 Wall Stud Specifications = 2x6 SPF #3 Wall Stud Spacing = 16 in. o.c. Shearwall Segment Aspect Ratio 1st Story Shearwatl Height = 8 ft. OSB-PLY GYP 1st Story Minimum Shearwall Length = H / 3.5 = 2.29 ft. H / 1.5 = 5.33 ft. 1st Story Wall Length Available for Full Height Sheathing Ltrant = 5.00 ft. B,;9ni = 15.25. ft. 1st Story Maximum Unrestrained Opening Height Hrrom = 84 In. Hnght - 84 In. f /~~~d ~'}I ~ t l /.e ~ s > ! ~ ~~i 1 1. ~ r 1, o4Fx~U ,w, u! ~F S cx`~ 06/08/12 ~oB AP-A15269 Garage SHEET NO. 4 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE ASCE 7-05 Uplift Connections Building Width = 21.5 ft. Roof Framing Spacing = 16 in. o.c. Roof /Ceiling Assembly Dead Load = 15 psf Roof Span = 21,5 ft. Amount of load to be subtracted per Story = _ {[(Unit Width / 2) x Floor/Roof Dead Loadj + Wall Dead Load} x 0.6 _ { [(10.75 ft / 2) x 10 psf] + 60 plf} x 0.6 = 68 plf Vertical Design Wind Pressures 3 Sec Gust Wind Speed = 120 mph End Zone Wind Uplift Pressure = 15.6 psf MWFRS Figure 6-2 Max of Zones E & F Int. Zone Wind Uplift Pressure = 13.4 psf MWFRS Figure 6-2 Max of Zones G & H Overhang Wind Uplift Pressure = 15.6 psf MWFRS Figure 6-2 Max of Zones Eoh, Goh, E,F,G&H Wind Exposure Category = G t.. E,~` i'~Jfi6~ ,'~i Wind Exposure Adjustment Factor = 1.29 f,~'"~~.~, ~i ~ ~ ~ Wind Importance Factor 1.00 r~t-gift t~ ~ ~ ~ Adjusted Uplift Pressures ~ ( ) ~ t { t~ Adjusted End Zone Wind Uplift Pressure = 20.12 psf ,~:~~,1 ~ Adjusted Int. Zone Wind Uplift Pressure = 17.29 psf ~%efi2~>~/ Adjusted Overhang Wind Uplift Pressure = 20.12 psf o. s ~~,U Roof to 1st Story Wall Connection Load = 236 plf 06/08/12 1st Story Wall to Foundation Connection Load = 236 plf - 68 plf = 168 plf roe AP-A15269 Garage SHEET NO. S OF 44 CALCULATED BV DB DATE 6/7/2012 CHECKED BV DATE Uplift Connections Icont'dl Note: All uplift load on roof resisted at sidewalls Main Building Connection Design Connections to transfer uplift loads from the roof assembly to foundation must maintain a continuous load path. Use structural connectors to provide the required connection. Alternate connection methods may be used, if they are satisfactorily proven to resist the calculated loads. Rafter to Ceiling Joist Connection w/ gussets Connector: (2) 7/16" WSP Gusset Plates (1) ea side of rafter Fastener: 7/16" x 1 1/2" x 16 ga staples Staple Value -Lateral value 7/16in x 1 1/tin x 16 ga staple w/tin penetration = 40.4 Ibs per staple Reference page 9 for staple capacity colt. Allowable Load = 40.4 Ib cap x 4 Staples = 16Z Ib for HF or SPF Note: The number of required staples above is the amount of staples required to fasten EACH gusset to the rafter and EACH gusset to the ceiling joist. Req'd Uplift Rafter in. to ft. Per Required Provided Load Spacing conversion Gusset Capacity Capacity 236 plf x 16 in o.c. x 1ft / 12 in / 2 = 156 Ib < 162 per gusset Ceiling Joist to Wall Stud Connection Connector: 1.25"X20 ga steel strap Fastener: (7) tOd nails in ceiling joist and tOd nails in wall stud Allowable Load = 860 Ib t Connector Req'd Uplift in. to ft. Req'd Provided a%~^~~~ Y Capacity Load conversion Spacing Spacing `~~',~\y 880 Ibs / 236 plf x 1ft/121n = 44 in. 32 in. r. ~ ~a ~ t -~l i ~ 1~'~ 06/08/12 roe AP-A15269 Garage SHEET NO. s OF 44 CALCULATED BV DB DATE 8/7/2012 CHECKED BV DATE Uplift Connections fcont'd) 1st Story Wall Stud to Floor Band Connection Connector: 7/16" OSBlPLY overlap floor rim joist 6" Fastener: 0.131 in x 2-1/tin nails Must Use Nails in Higher than Seismic Zone C Lateral Value = 96 Ibs per fastener Use 2 rows of fasteners along bottom edge of panel -stagger spacing between rows Req'd Uplift Required Load Spacing Front 168 plf 8 in. o.c. Right 261 plf 6 in. o.c. 1l r .C t13 * t i } ~ it i t to i Z St s`~-' i~ S5' rte a n ~~s;` Y'jf~c `ail t?fi tyP., 06/08/12 cos AP-A15269 Garage SHEET NO. ~ OF ~ CALCULATED BV DB DATE 6/7/2012 CHECKED BY DATE Uplift Connections (cont'dl Design 1st Story Module to Sill Plate Connection Assume Typical 1st Story Module to Sill Plate Connection made with Connector: 7/16" OSB/PLY overlap sill plate 1.5" Fastener: 0.131 in x 2-1/tin nails Must Use Nails in Higher than Seismic Zone C Lateral Value = 96 Ibs per fastener Use 1 row of fasteners along bottom edge of panel Floor Band to Sill Plate Connection Req'd Uplift Req'd Load Spacing Front 188 plf 3 in. o.c. Right 261 plf 4 in. o.c. r<~`r _S tilt°~ ,3 t , b 1 }S, }uA~ ~iG h ~ ti^ $ ~Pv 06/08/12 roe AP-A15269 Garage SHEET NO. 6 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BV DATE Per Section 11.1.7 of 2005 NDS Sinnle Shear Staple Capacity w/ min. 1" penetration "Other Dowel-Type Fasteners" D = 0.063 in Diameter is = 0.438. in Side member thickness F~ = 1 E+OS psi Dowel bending yield strength tm = 1 in Main member penetration Ra = 2~2 Reduction Term -See Table 11.3.1 B Ss = OSBlPLY Side member species Re = 0.779 = Fem / Fes Ms = SPF Main member species Rt = 2.286 = Im / Is S~ = 16 Staple Gage Im = 1 in main member dowel bearing length CD = 1.6 Load Duration Factor Is = 0.438 in side member dowel bearing length Fem = 3350 psi main member dowel bearing strength Fes = 4300 psi side member dowel bearing strength Staple Capacity: Table 11.3.1A Yield Limit Equations: Zstaple = 2 Legs x Zmin Mode Shear Zstaple = 4Q.4 Ibs Im Z~m = D x Im x Fem x CD = 153.5. Ib Rd Is Zis = D x Is x Fes x CD = 56.2 Ib Rd - f~`~-s , U II Z„ = k~ x D x Is x Fes x CD = 54.5 Ib r`~°~^`~~`~ z ~`!'s~~~~ Ra if • ~ + t ~ { ins Illm Ziiim = kz x D x Im x Fem x CD = 56.3 Ib ' , ti... . (1+2Re) X Rd ~ f C3 45''v Ills Ziiis= k3 x D x Is X Fem x CD = 33.6 Ib ~ (2+Re) x Rd 06/08/12 IV Ziv= Dz x 2 x Fem x Fyb wz~ = 20.2 Ib Rd 3 x (1 + Re) Minimum Shear, Zmin = 20.2 Ib Notes: K~ _ [Re + (2Rez x (1+R,+Riz)) + (R~z x Rea))wz) - (Rex (1+Rt)1 = 0.6 (1+Re) Kz = -1 + (2 x (1+Re)) + 2F x (1+2Re) x Dz ~vzl = 0.9 3Fem X m2 Ks = -1 + (2 x (1+Re)) + 2F x (2+Re) x Dz Ivz~ = 1.4 Re 3Fem X let cos AP-A15269 Garage SHEET NO. 8A OF 44 CALCULATED BV DB DATE 6/7/2012 CHECKED BV DATE Per Section 11.1.7 of 2005 NDS Single Shear Staple Capacity w/ Metal Side Member w/ min. 1" penetration "Other Dowel-Type Fasteners" D = 0.063 in Diameter is = 0.036 in Side member thickness F~ = 1 E+OS psi Dowel bending yield strength tm = 1 in Main member penetration Rd = 2.2 Reduction Term -See Table 11.3.1 B Ss = 20GA Steel Side member species Ra = 0.054 = Fem / Fes Ms = SPF Main member species R~ = 27.78 = Im / Is S~ = 16 Staple Gage Im = 1 in main member dowel bearing length CD = 1.6 Load Duration Factor Is = 0.036 in side member dowel bearing length Fem = 3350 psi main member dowel bearing strength Fes = 61850 psi side member dowel bearing strength Staple Capacity: Table 11.3.1A Yield Limit Equations: Zstaple = 2 Legs x Zmin Mode Shear Zstaple = 52.5 Ibs Im Zim = D x Irn x Farn x CD = 153.5 Ib Rd Is Zis = D X Is X Fes X CD = 102.0 Ib R° ~ C,~~. F II Z„ = k~ x D x Is x Fes x CD = 62.8 Ib t ' ~ `5 ~ Rd rsJr<< x ft~ 7- s } ~ . , Illm Zuim = ki x D x Im x Fem x CD = 66.7 Ib ~ / r (1+2Re) X Ra `r.L•y ;7»r~Sii 7r ~ Npt. Ills Z~iis = k3 x D x Is x Fem x CD = 31.8 Ib (2+RQ) x Rd 06/08/12 IV Ziv= DZ x 2 x Fem x Fyb ~'rz~ = 26.3 Ib Rtl 3 x (1 + R,) Minimum Shear, Zmin = 26.3 Ib Notes: Kt = IRe + (2R,z x (1+R,+R~Z)) + (R~2 x Res)]i1rz) - IRe x (1+RJ] = 0.6 (1+Ra) KZ = -1 + (2 x (1+Ra)) + 2F x (1+2Re) x DZ ~vsl = 0.5 3Fem X Im2 K3 = -1 + (2 x (1+Re)) + 2F x (2+RQ) x DZ ~'rz~ = 11.8 Ra 3Fem X Ise ~oB AP-A15269 Garage SHEET NO. 9 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED eY DATE 16GA Strap Capacity Thickness of Strap = 0.0598 in Strength of Steel = 36 ksi Strength Reduction Factor = 0.6 Width of Steel Strap = 1.5 in Thickness of fastener = 0.1310 in Capacity of Strap = Thicknes x (Width of Strap -Width of fastener) x Strength of Steel x Strength Reduction Factor = Capacity of Strap = 1768 Ib 0.131"x2.5" Nail Capacity Shear Z = 83 Ib NDS Table 11 P Load Duration Factor= 1.6 for wind .-'~Or"+~Ely``l 'f Srr~ .*il for ti n Adjusted Fastener Capacity = 132.8 Ib r~c Required Quantity of Fasteners to achieve max capacity of strap = t l,e E ' 2' QTY = 14 nails each end of each strap \ , o ill ~ c ~~U 06/08/12 Boa AP-A15269 Garage SHEET NO. 9A OF Q4 CALCULATED BV DB DATE 6/7/2012 CHECKED BV DATE 20GA Strap Capacity Thickness of Strap = 0.0359 in Strength of Steel = 36 ksi Strength Reduction Factor = 0.6 Width of Steel Strap = 1.25 in Thickness of fastener = 0.1310 in Capacity of Strap = Thicknes x (Width of Strap -Width of fastener) x Strength of Steel x Strength Reduction Factor = Capacity of Strap = 867.7 Ib 0.131"x2.5" Nail Capacity Shear Z= 81 Ib NDSTable11P Load Duration Factor= 1.6 for wind .r`x~. `~Y ' ~ ~a Al~.:.i~#. ~.~'~~1 C;f a" Adjusted Fastener Capacity = 129.6 Ib r ~ , zs~~ { s~ Required Quantity of Fasteners to achieve max capacity of strap = ~ ~ f E,7 QTY = 7 nails each end of each strap '~`"pQ ;,~g~<,n 06/08/12 roe AP-A15269 Garage SHEET NO. 10 OF 44 CALCULATED BV DB DATE 6/7/2012 CHECKED BY DATE No Matewall Uplift Connections Required -All Uplift Resisted at Sidewalls r° ~r ~.;~j r' ~ art'-:~ Sr ~ ,yA. y~y Ti ii r, ~ j4 t. r; ri° 06/08/12 roe AP-A15269 Garage SHEET NO. 'It OF 44 CALCULATED 8Y DB DATE 6/7/ZO12 CHECKED BY DATE No Matewall Uplift Connections Required -All Uplift Resisted at Sidewalls r"f()y'~1JF -~.o ~x~ E,i .'jam lJ'.~ ~r~i 1 ! ~ .;,x. ~a~ t F', s S~ 1 j ~ i" .r. ~ ~ .rjA C ~y 06/08/12 roe AP-A15269 Garage SHEET NO. 12 OF 44 CALCULATED BV DB DATE 6/7/2012 CHECKED BY DATE Uplift Connections Icont'dl Check Tensile Strength of Studs to Transfer Uplift Loads 2x6 SPF #3 Nominal Tensile Stress F, = 250 psi ANSI / AF&PA NDS Table 4A Load Duration Factor CD = 1.6 ANSI / AF&PA NDS Table 2.3.2 Size Factor CF = 1.3 ANSI / AFBPA NDS Table 4A Allowable Tensile Stress F; = F, CD CF = 520 psi ANSI / AFBPA NDS Table 4.3.1 Net Area of Stud A = 8.25 inz Allowable Tensile Load P; = F; A = 4290 Ib > 316 Ib OK t r Nf~' - ~ ! + i'a y F 4t ..n t, r}~s1j } ~ ~ -'~tl 06/08/12 _ Y Y f^~y~.. roe AP-A15269 Garage i ~ ~ x~ SHEET NO. 13 OF 44 ~ ~ ~ "~-_}iij CALCULATED BY DB DATE 6/7/212 .i ~ '~'~/I CHECKED BV DATE f ~ f S ~T ll~f _ t `~.i ,e '~r.~L~ .d~~v ` :9 a Shear Connections • 06/08/12 Roof Pitch = 12:12 Roof Height = 11.75 ft Roof Span = 10.75 ft. 3 Sec Gust Wind Speed = 120 mph Wind Exposure = C Wind Exposure Adjustment Factor = 1.29 Max Wall Height = 8 ft Wind Importance Factor = 1.00 End Zone Length = 6.00 ft Building Length = 14 ft Floor/Ceiling Depth = 1.75 ft Horizontal Design Wind Pressures (Enter 10psf as minimum value or if value is less than zero) End Zone Wall Horizontal Pressure = 25.7 psf MWFRS Figure 6-2 Zone A End Zone Roof Horizontal Pressure = 17.6 psf MWFRS Figure 6-2 Zone B Int. Zone Wall Horizontal Pressure = 20.4 psf MWFRS Figure 6-2 Zone C Int. Zone Roof Horizontal Pressure = 14 psf MWFRS Figure 6-2 Zone D Average Wall Horizontal Pressure = 24,84 psf = (Wall End Zone Press x 2 x End Zone Length) + [Wall Int. Zone Press x (Building Length - (2 x End Zone Length) ] Building Length Average Roof Horizontal Pressure = 17.pg psf = (Roof End Zone Press x 2 x End Zone Length) + [Roof Int Zone Press x (Building Length - (2 x End Zone Length) ] Building Length Perpendicular to Ridge Roof Diaphragm Load = 300.5 plf _ (Ave. Roof Hor. Press. x Roof Height) + (Ave. Wall Hor. Press. x Wall Height / 2) Adjusted Roof Diaphragm Load = 388 plf Multiplied by Wind Exp. Factor & Imp. Factor Floor Diaphragm Load = 243.2 plf _ [Ave. Wall Hor. Press. x (Wall Height+Floor/Ceiling Depth)] Adjusted Floor Diaphragm Load = 314 plf Multiplied by Wind Exp. Factor & Imp. Factor Parallel to Ridge Roof Diaphragm Load = 200.2 plf _ (Ave. Roof Hor. Press. x Roof Heighf/2) + (Ave. Wall Hor. Press. x Wall Height / 2) Adjusted Roof Diaphragm Load = 258 plf Multiplied by Wind Exp. Factor & Imp. Factor Floor Diaphragm Load = 243.2 plf Same as Perp to Ridge Floor Diaphragm Load Adjusted Floor Diaphragm Load = 314 plf Multiplied by Wind Exp. Factor & Imp. Factor Boa AP-A15269 Garage SHEET NO. 14 OF 44 CALCULATED BV DB DATE 6/7/2012 CHECKED BV DATE Shear Connections -Wind (cont'dl Reference Sheet 13 for wroof & wfloor calculations Total Shear Capacity Requirements Wind Perpendicular to Ridge Wind Parallel to Ridge Wroo! = 388 plf Wroof = 258 plf Wnoor = 314 plf wnoor = 314 plf L = 14 ft. 6 = 21.5 ft. Urooi = wroor x L = 5428 Ib Vrorn = `/'root x B = 5551 Ib wnoor = wnoor x L = 4392 Ib Vfioor - wnoor X B = 6745 Ib Shear Tranfer Connection Capacity Requirements vroof =Vroof / 2 / B = 128 plf vroof =Vroof / 2 / L = 198 plf vfloorl =Vroof + Vfloorl / 2 / B = 228 plf vfloor1 =Vroof + Vfloor / 2 / L = 319 plf G fSr ~~fy gat r+ ,i 'a 1 r d ~w ~ t f cn J>'~~f 1 is~ / Q S 06/08/12 roe AP-A15269 Garage SHEET NO. 15 OF 44 CALCULATED BV DB DATE 6/7/2012 CHECKED BY DATE Shear Connections -Seismic Icont'd1 ASCE 7-05 Total Shear Capacity Requirements -Seismic Seismic Design Category = B Weights: Factors: Wroof = 4515 Ib R = 6.5 Table 12.14-1 Wswall = 1680 Ib Fa = 1.4 Section 12.14.8.1 Wewall = 2580 Ib F = 1 Section 12.14.8.1 Wgable = 1290 Ib SDS = 0.32 Secction 11.4.1 Wfloor= 3010 Ib I = 1.00. Seismic Importance Factor N/mtai= 13075Ib n~ ~~C 7 r 'V ~ G'y ! C7 7~r l Ghr ~ tp q i n S?. 2 Seismic Base Shear, V: Section 12.14.8.1 rik i ' ,~~x,~:.y r V = F x Sos % VUmtai x I = 644 I X ~ ~ d~ n y' a R Oa ;,it;25<1f .,A ;tom. CJr ~ ~Nu Vertical Distribution, Fx: Section 12.14.8.2 F, _ x V 06/08/12 Wtotai Fx.roof = 222 Ib Floor Diaphragm Load = 644 Ib Fx.floorl = 644 Ib Diaphragm Unit Shear Capacity Requirements B = 21.5 k. L = 14 k. Perpendicular to Ridge Wind Parallel to Ridge vroof = Fx.roof / 2 / B = 5 plf vroof = Fx.roof / 2 / L = 8 plf 1st floor down from roof vfloorl = Fx.floorl / 2 / B = 15 plf vfloorl = Fx.floor1 / 2 / L = 23 plf roe AP-A15269 Garage SHEET NO. 16 OF 44 CALCULATED BV DB DATE 617/2012 CHECKED BV DATE Shear Connections Icont'd) Reference Sheet 14 & 15 for Vroof calculations Shearwall Unit Shear Capacity Requirements Shear Perpendicular to Ridge 1st Story Shear Wall Wall Length Available for Full Height Sheathing B,;9m = 15.25 ft. %,;~ni = 71 Shearwall Unit Shear Capacity Vwall right =Vroof / 2 Bright Vwall right = 0 0 0 5428 Ib / (2 x 15.25 ft.) Vwall right = 178 plf Wind Controls Shear Parallel to Ridge 1st Story Shear Wall Wall Length Available for Full Height Sheathing Lrront = 5.00 ft. %rrom = 36 Shearwall Unit Shear Capacity Vwall front =Vroof / 2 Bfront Vwall front = 0 0 0 5551 Ib / (2 x 5.00 ft.) Vwall front = 555 plf Wind Controls /r 1 ~ ~F x= I~ ~ ry , r I i t .J ~`~~4\ s~ ."~3r 4. tam, 'Op SiP 06/08/12 roe AP-A15269 Garage SHEET NO. 17 OF 44 CALCULATED BV DB DATE 6/7/ZO1 Z CHECKED BY DATE Shear Connections Icont'dl ~ r e ~t ~ 1~~ '.I 3 -it ~ j~ t ~ t et J t r. 06/08/12 Shear Capacity of 1st Story Perforated Shearwall Assembly Percent Full Height Sheathing Wind Perpendicular to Ridge %nqm = 71 Wind Parallel to Ridge %tront = 36 Maximum Unrestrained Opening Height 1st Story Wall Height - 8 ft. Wind Perpendicular to Ridge Wind Parallel to Ridge Hrcont = 84 in. H„ght = 84 in. Perforated Shearwall Capacity Adjustment Factor Wind Perpendicular to Ridge Wind Parallel to Ridge Ffront = 0.49 Fright - 0.66 roe AP-A15269 Garage SHEET NO. 1$ OF 44 CALCULATED BV DB DATE 6/7/2012 CHECKED BY DATE Shearwall Design Note: Gable wall studs at roof level must be same, size, species and grade as wall below. They must also be sheathed and fastened the same as wall below. Shear Capacity of Segmented Shearwall Assembly Framing Species Specific Gravity G = 0.42 1st Story Wall -Right PERFORATED 7/16" OSB w/ 0.131 "x2.5" nails @ 4" o.c. panel edge & 12" o.c. field nailing (exterior) Tabulated Value = 349 plf vs = 1.40 (Tab. Value) = 488 plf vs = 0 plf Shear Capacity of Shearwall Assembly vs = 488 plf + 0 plf = 488 plf > 178 plf OK 1st Story Wall -Front SEGMENTED 7/16" OSB w/ 0.131"x2.5" nails @ 3" o.c. panel edge & 12" o.c. field nailing (exterior) Tabulated Value = 450 pif vs = 1.40 (Tab. Value) = 630 plf vs = 0 plf Shear Capacity of Shearwall Assembly vs = 630 plf + 0 plf = 630 plf > 555 plf OK v i it s4F?yi~ r ~ l f ' ( > fi'•.. ~.1 " x l s+ - 11 t.- ~ 1 i l~ - ,t x ~ ~''ai ~ . a J J e' S 1 r flyti` /r ~ .w. ~Pti, ~ ~ 06/08/12 roe AP-A15269 Garage SHEET NO. 19 OF 44 CALCULATED BV DB DATE 6/7/2012 CHECKED BV DATE Diaohraam Chords Check Tensile Strength of Top Plate to Transfer Chord Force - Tensile strength controls vs. compressive 2x6 SPF #3 Sample Calculation Nominal Tensile Stress Fi = 250 psi ANSI / AF&PA NDS Table 4A Load Duration Factor CD = 1.6 ANSI / AF&PA NDS Table 2.3.2 Size Factor CF = 1.5 ANSI / AF&PA NDS Table 4A Allowable Tensile Stress F; = F, CD CF = 600 psi ANSI / AF&PA NDS Table 4.3.1 Net Area of Stud A = 8.25 inz Allowable Tensile Load Double 2x4 -With Splices P; = F; A = 3150 Ib Double 2x4 - No Splices 6300 Ib Double 2x6 -With Splices P; = F; A = 4290 Ib Double 2x6 - No Splices 8580 Ib Double 2x10 -With Splices Pi = F; A = 5550 Ib Double 2x10 - No Splices 11100 Ib Z = 131.2 Ib 0.131" x 3.0" Nails Minimum splice lap where splices are allowed = 6 ft 1st Floor Endwalls T= 2714 Ib Double 2x6 Top Plate - No Splices Sidewalls T= 1860 Ib Double 2x6 Top Plate -With Splices 8 Stagger 2 rows of 0.131" x 3.0" Nails @ 10 in o.c. ' ~ a ~stil i ~ >ti .A fy+ Z i f {n ~ ..J ~ ~~V+ 06/08/12 ~oB AP-A15269 Garage SHEET NO. ZO OF 44 CALCULATED BV DB DATE 6/7/ZO12 CHECKED BY DATE Shearwall Design Icont'd) Shear Capacity of Perforated Shearwall Assembly v = vs x Perforated Shearwall Capacity Adjustment Factor 1st Story Wall 1st Story Wall Height - 8 ft. Shear Perpendicular to Ridge v,;yh~ = 488 plf x 0.68 = 333 plf > 178 plf OK Shear Parallel to Ridge Must Use Segmented Shearwall Design vaom = 630 plf x 0.49 = 311 pif < 555 plf NG Note: Perforated Capacity limited to 490p1f for Seismic and 886p1f for wind sr ~~r 'REF ly\. ! ~ ~r : ~ ~ ~A f.~'V ii:F~'~ Jw i~ `i ( f } '4 r ~ I` i~ z~ 'd s HP 06/08/12 roe AP-A15269 Garage SHEET NO. 21 OF 44 CALCULATED BV DB DATE 6/7/2012 CHECKED BV DATE Reference Pa a 22 for Stud ~ ' r 7(= r~, g f> z ~ ~ ' ~h, ~ Overturning Connections it/~~,r l` ~i k~ 1 h I .t rt t { t t } Check Capacity of Dead Loads to Resist Overturning Loads I , ~ (`.C 4! zt'~ i 11t Length of side (L,)(house width) = 21.5 ft. .,r~~'^' Length of side (LZ)(house length) = 14 ft. ,;?fi ; NPv Dead Load Resistance to Overturning -Right 06/08/12 Dead Load = 65 plf Dead Load ' (Length to Overturning @ Pivot Point/ 2) = 698.8 Ibs' 0.60 = 419 Return Wall Dead Load = ' 150 ' 0.60 = 0 Dead Load Resistance to Overturning -Front Dead Load = 150 plf Dead Load' (Length to Overturning @ Pivot PoinU 2) = 1050 Ibs' 0.60 = 630 Return Wall Dead Load = 65 ' 0.60 = 0 Required Holddown Capacity T =vxh Segemented T =vxh/Co Perforated 1st Story Module to Foundation -Right PERFORATED Wind Controls T = 178 plf x 8.0 ft. / 0.683 = 2086 Ib + Ib - 252 Ibs DL = 1834 Ib Connector: USP STADI4RJ Fastener. w/ 1/2 in min concrete cover and (38) 16d sinkers, locate 1.5in from corner Allowable Load 4960 Ib 1st Story Module to Foundation -Front SEGMENTED Wind Controls T = 555 plf x 8.0 ft. / 1 = 4441 Ib + Ib - 0 Ibs DL = 4441 Ib Connector: USP STADI4RJ Fastener: w/ 1/2 in min concrete cover and (38) 16d sinkers, locate 1.5in from comer Allowable Load 4960 Ib roe AP-A15269 Garage SHEET NO. 22 OF 44 CALCULATED BY DB DATE 6I-I/2012 CHECKED BY DATE Overturning Connections Icont'dl Check Tensile Strength of Studs to Transfer Overturning Loads -Sample Calculation (1) 2x6 SPF#3 Nominal Tensile Stress = F,= 250 psi ~ ~~yy`~ Load Duration Factor ~ t f CD = 1.8 r, ~ Size Factor CF = 1.0 1, Allowable Tensile Stress ~ ~ ~b ~~'"7~ '„'~"1~(:G rSil of Fi = F~ CD Cr = 400 psi t~~. c gy~~.. Net Area of Studs A = 8.25 inZ 06/08/12 Allowable Tensile Load P~ = F, A = 3300 Ib Built up Column Fastening Requirement Assume Typical Connection made with 0.131" x 3.0" Nails Specific Gravity of Member Stud Height = 8 ft G = 0.42 Thickness of Member is = 1.50 in. Lateral Capacity Z = 82 Ibs ANSI / AFBPA NDS Table 11 N Load Duration Factor CD = 1.6 ANSI / AF&PA NDS Table 2.3.2 Allowable Lateral Capacity Z' = Z CD = 131 Ib ANSI / AF&PA NDS Table 10.3.1 Required Spacing for two rows staggered = (Capacity x # of rows) / (Stud Cap. / Stud Height) x (ft to in conversion) ( 131 Ib x 2 ) / ( 3300 Ib / 8 ft ) x ( 12 in / 1 ft) _ = 7 in o.c. roe AP-A15269 Garage SHEET NO. 23 OF 44 CALCULATED BY ~B DATE 6/7/2012 CHECKED BV DATE Sliding Connections Roof Pitch = 12:12 Wall Height = 8 ft. Roof member spacing = 16 in o.c. 3 Sec Gust Wind Speed = 120 mph Wind Exposure = C Wind Exposure Adjustment Factor = 1.29 Load from wind on Wall End Zone Wall Horizontal Pressure = 25.7 psf MWFRS Figure 6-2 Zone A End Zone Wind Load End Zone Wall Press x (Wall Height / 2) End Zone Wind Load = 102.8 plf Adjusted End Zone Wind Load =End Zone Wind Load x Wind Exp Factor = 132.6 plf Load required to be transferred to sidewall diaphragm chord Load to in sidewall diaphragm chord = 2776 Ib See pages 14 & 15 Length of Unit = 14 ft. Load along sidewall in diaphragm chord =sidewall diaphragm chord load /length of unit Load along sidewall in diaphragm chord = 198.3 plf Req. Roof to E.Z. Wall Load = Max(adj. end zone wind load, (diaphragm chord load) x roof mem. spacing = Req. Roof to E.Z. Wall Load = 264,3 Ib Roof to Wall Plate Connection Assume Typical Connection made with 0.131" x 3" toenails. Specific Gravity of Member G = 0.42 Thickness of Member t = 1.50 in. s Lateral Capacity of Nails ~ ~ ~ Z= 82 Ibs ` ` ~r_ t ~ f~ ~ +.c: t c Load DuCot~on Fac, 6 i i' ~ t°7s r L_ ~i Toe Nail Factor ~ i~ * ,^`ti~~ Cm = 0.83 vF 4 ~a°' Allowable Lateral Capacity of Nails Z' = Z CD C,,, = 109 Ib 06/08/12 Required Roof to Wall Plate Connection Req'd Nail Nails Load Capacity Req'd 264 Ib 109 Ib cap 3 per framing member roe AP-A15269 Garage SHEET NO. 23A OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BV DATE Sliding Connections Assume Typical Connection made with 0.131" x 3.0" Nails in End-Grain. Specific Gravity of Member G = 0.42 Thickness of Member is = 1.50 in. Lateral Capacity Z = 82.0 Ibs ANSI / AF&PA NOS Load Duration Factor CD = 1.6 ANSI / AFBPA NDS Table 2.3.2 End-Grain Nail Factor C~„ = 0.67 ANSI / AF&PA NDS 11.5.4.2 Allowable Lateral Capacity Z' = Z CD Ce9 = 87.9 Ib ANSI / AF&PA NDS Table 10.3.1 Top Plate to Studs & Bottom Plate to Studs Req'd Nail Nails Load Capacity Req'd 177 Ib 88 Ib cap 3 per framing member Bottom Plate to Floor Assume Typical Connection made with 0.131" x 3.0" Nails Allowable Lateral Capacity of Nails Z'=ZCD= 82 Ib x 1.6 = 131 Ib ."°`y, i t V t- iy t Req'd Stud Req'd t ' ° Lcad Spacing = Load t ~ w. ~ z~ 177 Ib / 16 in oc 133 plf ~ ' T; ~ r ` r r ~ 3g i _50 a Nail Req'd Req'd Capacity / Load = Spacing S 131 Ib cap 133 plf 11 in o.c. 06/08/12 roe AP-A15269 Garage SHEET NO. 24 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BV DATE Sliding Connections Icont'd) Alternate Roof to Wall Plate Connection Connector: USP RT16A Fastener: (9) 10d nails in truss and (8) 10d nails in plates Allowable Load = 800 Ib for SPF Req'd Lateral Req'd Provided Load Spacing Spacing 133 plf 48 in. 48 in. ~'°~tlF i~ ~ zir/tn~G ~fW ~1 x ,~~'F~ f '.1 •i ati t `'1 a' ,Hh r,~, wz ~ ~aF NrU i. 06/08/12 Boa AP-A15269 Garage SHEET NO. 25 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Sliding Connections Icont'd1 Design 1st Story Module to Sill Plate Connection Assume Typical Connection made with 0.131" x 3" toenails. Specific Gravity of Member G = 0.42 Thickness of Member is = 1.50 in. Nominal Lateral Capacity of Nails in Single Shear Z = 82 Ib ANSI / AFBPA NDS Table 11 N Load Duration Factor CD = 1.6 ANSI / AF&PA NDS Table 2.3.2 Toe-Nail Factor Can = 0.83 ANSI / AFBPA NDS 11.5.4 Allowable Lateral Capacity of Nails in Single Shear Z' = Z CD C,,, = 109 Ib ANSI / AF&PA NDS Table 10.3.1 1st Story to Sill Plate Connection -Right v = Vfloor1 = 228 plf Ref. Sheet 14 & 15 Connection: 0.131" x 3" toenails. @ 5 " o.c. s to ~ l~' k " A~~~'~ ~ r l ~ no au~I `ei ~ t,:~ i ~ ~ ~ _ sr 06/08/12 X06 AP-A15269 Garage SHEET NO. 26 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BV DATE Sliding Connections Cont'd ~b,°, , r Iv ~~ALS{ ~.t t~r7 li f q } 1 3 a k f r _U~a t tit J ii 06/08/12 1st Story to Sill Plate Connection -Front v = Vfloort = 892 plf Connector: USP MP4F Fastener: (12) 8d x 1-1/2" nails Allowable Load = 710 Ib Req'd Sliding Req'd Load Spacing S92 plf 9 in. roe AP-A15269 Garage SHEET NO. 27 OF 44 CALCULATED BY DB DATE 6/7/ZO1Z CHECKED BY DATE Anchor Bolt Spacing OK Sliding Connections Icont'dl Sill Plate to Foundation Connection -Right Connection: 1/2 "dig. Anchor Bolts @ 36 " o.c. Design Sill Plate to Foundation Connection Assume 1/2 "dig. Anchor Bolts. Anchor Bolts shall be provided within 12" of the ends of each sill plate section, but no closer than 4" from the ends. Minimum 2 bolts per sill section. Specific Gravity of Sill Plate G = 0.55 Thickness of Sill Plate is = 1.50 in. Nominal Lateral Capacity for Bolt in Single Shear Parallel to the Grain ANSI / AF&PA NDS Table 11 E Z„ = 680 Ib d Duration Factor r ~ ' ANSI / AF&PA NDS Table 2.3.2 CD = 1.6 "F §{I 't~c`'~ viable Lateral Capacity for Bolt in Single Shear Parallel to the Grain i ANSI / AF&PA NDS Table 10.3.1 Z' = Z„ CD = 1088 Ib t, 1., ~ s' ~ '~?&~°n ~c: Vfloorl = 228 plf Ref. Sheet 14 & 15 s . Load at anchor bolt = Vfloorl x Anchor Bolt Spacing Load at anchor bolt = 228 plf x 36 " o.c. 685 Ib 06/08/12 CSI =Load at anchor bolt / Z' CSI Shear CSI = 685 Ib / 1088 Ib = 0.63 Check Compression Perpendicular to the Grain 1/bin thick min. washer required Uniform Uplift Loatl = Max of uplift load a[ foundation from roof and uplift load from pertorated shearwall if applicable. Uniform Uplift Load = Max of 168 plf See page 4 and 178 plf See page 18 Uniform Uplift Load = 178 plf Concentrated Uplift Load =Uniform Uplift Load x Anchor Bolt Spacing Concentrated Uplift Load = 178 plf x 36 " o.c. Concentrated Uplift Load = 534 Ib Allowable Compression Stress Perpendicular to the Grain F~L = 565 psi ANSI / AF&PA NDS Table 4B Try 2 "square washer w/ 1 /2 "Anchor Bolt (Assume 1 /16" oversized hole) Area of Washer Awasnar = 2 s -((Tr / 4) (0.5 + 1/16)^2) = 3 3/4 inz Allowable Compression Load Perpendicular to the Grain Pal = Fri Awasner = 565 psi x 3.751 inZ = 2120 Ib CSI Uplift CSI =Load at anchor bolt / P~e~, = 534 Ib / 2120 Ib = 0.25 Total CSI =CSI shear + CSI uplift = 0.63 + 0.25 = 0.88 OK Boa AP-A15269 Garage SHEET NO. 27A OF 44 CALCULATED BY DB DATE 6/7/212 CHECKED BY DATE Anchor Bolt Spacing OK Slidinn Connections (cont'd? Sill Plate to Foundation Connection -Front Connection: 1/2 "dia. Anchor Bolts @ 12 " o.c. Design Sill Plate to Foundation Connection Assume 1/2 "dia. Anchor Bolts. Anchor Bolts shall be provided within 12" of the ends of each sill plate section, but no closer than 4" from the ends. Minimum 2 bolts per sill section. Specific Gravity of Sill Plate G = 0.55 Thickness of Sill Plate is = 1.50 in. Nominal Lateral Capacity for Bott in Single Shear Parallel to the Grain ANSI / AF&PA NDS Table 11 E Z„ = 680 Ib j Duration Factor ~,r^~'~~~ ANSI / AF&PA NDS Table 2.3.2 CD = 1.6 a~f .,rr} r ,ti Nable Lateral Capacity for Bolt in Single Shear Parallel to the Grain ' ~ r~ t ANSI / AF&PA NDS Table 10.3.1 Z' = Z„ CD = 1088 Ib I i7. 1~ ~t'2 Vfloor1 = 892 plf Ref. Sheet 14 & 15 ~r>.. ~ CPU Load at anchor bolt = Vfloorl z Anchor Bolt Spacing . Load at anchor bolt = 892 plf x 12 " o.c. = 892 Ib 06/08/12 CSI =Load at anchor bolt / Z' CSI Shear CSI = 892 Ib / 1088 Ib = 0.82 Check Compression Perpendicular to the Grain 1/bin thick min. washer required Uniform Uplift Load = Max of uplift loatl at foundation from roof and uplift load from perforated ahearv+all if applicable. Uniform Uplift Load = Max of 168 plf See page 4 and 0 plf See page 18 Uniform Uplift Load = 168 plf Concentrated Uplift Load =Uniform Uplift Load x Anchor Bolt Spacing Concentrated Uplift Load = 168 plf x 12 " o.c. Concentrated Uplift Load = 168 Ib Allowable Compression Stress Perpendicular to the Grain F~l = 565 psi ANSI / AF&PA NDS Table 4B Try 2 "square washer w/ 1/2 "Anchor Bolt (Assume 1/16" oversized hole) Area of Washer Awasner = 2 ~ -((rr / 4) (0.5 + 1/16)^2) = 3 3/4 inz Allowable Compression Load Perpendicular to the Grain Pal = Fcl Awasner = 565 psi x 3.751 in2 = 2120 Ib CSI Uplift CSI =Load at anchor bolt / P~,a,v = 168 Ib / 2120 Ib = 0.08 Total CSI =CSI shear + CSI uplift = 0.82 + 0.08 = 0.90 OK ~oB AP-A15269 Garage SHEET NO. 25 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE j`. h° fy of 'I<~1\ / 1 ' 3~~ Sheathing Connections ~ ~ ~ ~ f ~ t^s ~ Roof Sheathing ;k-`.; ~~O "`tlfiF°5`~ Ys~ Design Roof Sheathing Connection to Resist Suction Loads r ~aa ~ . 3 Sec Gust Wind Speed = 120 mph 06/08/12 Suction Pressure from Wind - ASCE 7 Figure 6-3, Use 10psf minimum C&C Pressures Interior Zone Zone 1 = 25.9 psf Perimeter Edge Zone Zone 2 = 30.3 psf Overhang Zone Zone 2 OH = 43.9 psf Overhang Zone Zone 3 OH = 43.9 psf Wind Importance Factor = 1.00 Wind Exposure = C Wind Exposure Adjustment Factor = 1.29 C&C Pressures Adjusted Interior Suction Pressure = 33.4 psf Zone 1 Adjusted Perimeter Suction Pressure = 39.f psf Zone 2 Adjusted Overhang Suction Pressure = 56.6 psf Zone 2 OH Adjusted Overhang Suction Pressure = 56.6 psf Zone 3 OH Perimeter Edge Zone Width Minimum Building Dimension = 21.5 ft. Z = 10% Minimum Building Dimension = 2.15 ft. But not less than 3 ft. Roof Framing Spacing = 16 in. o.c. Roof Unit Suction Load from Wind Framing Spacing in ft. o.c. Interior Zone = 33 psf x 1.33 ft. = 45 plf Perimeter Edge Zone = 39 psf x 1.33 ft. = 52 plf Overhang Zone = 57 psf x 1.33 ft. = 76 plf roe AP-A15269 Garage SHEET NO. 29 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Sheathing Connections fcont'd) Roof Sheathing Design Roof Sheathing Connection to Resist Suction Loads Roof Sheathing: 7/16" OSB (Unblocked) Fastening: 0.131"x2.5" nails at 6 " o.c. panel edge fastening and 12 " o.c. field fastening Specific Gravity of Roof Framing G = 0.42 Diameter of Nails D = 0.131 in. Length of Nails L = 2.50 in. Thickness of Sheathing t = 0.438 in. Nominal Nail Withdrawal Design Value ANSI / AF&PA NDS Table 11.2C W = 21 Ib / in. Load Duration Factor ANSI / AF&PA NDS 2.3.2 CD = 1.6 Allowable Nail Withdrawal Design Value ANSI / AF&PA NDS Table 11.2C W ' = W CD = 34 Ib / in. Length of Nail Penetration LP = L - t = 2.063 in. Withdrawal Capacity per Nail W ' LP = 69 Ib Required Suction Load Capacity Interior Zone = 45 plf Ref. Sheet 28 Perimeter Edge Zone = 52 plf Ref. Sheet 28 Overhang Zone = 76 plf Ref. Sheet 28 Required Fastening r ~ ~ ~ ~ / ~ ~ ~x.t Interior Zone = 12 " o.c. 'r~ r' ~ Perimeter Edge Zone = 8 " o.c._ ~ 11 l Overhang Zone = 6 " o.c. ~ ' ~ ci,, ~ 'z' ',C ~ ^'~fti, 06/08/12 roe AP-A15269 Garage SHEET NO. 30 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Sheathing Connections Icont'dl Roof Sheathing Design Roof Diaphragm to Transfer Shear Loads Unit Shear Capacity Requirement Max V,~f = 5551 Ib L = 14 ft. vroof = 198 plf Shear Capacity for Diaphragm Assembly Framing Species Specific Gravity G = 0.42 Roof Sheathing: 7/16" OSB (Unblocked) Fastening: 0.131"x2.5" nails at 6 " o.c. panel edge nailing and 12 " o.c. field nailing Tabulated Value = 156.4 plf vs = 1.4 (Tab. Value) See Supplement Table 2C Footnote 1 = 219 plf > 198 plf OK ~ i ~ ~ f/ z s ~ t trr l f r ,e-' ~ ' r i-~l ~ i ;r 1 1 i .F t ~ ~s~~ 5 1 ~ i t ~ ~ t ~i`. 3 S~ 06/08/12 ~oB AP-A15269 Garage SHEET NO. 3t OF 44 CALCULATED BV DB DATE 6/7/2Ot2 CHECKED BV DATE Sheathing Connections Icont'dl Garage Slab Floor ~ ~ ri /'lt ~ } i r: F i j !A.i w'Y (K Jj G 1 ~!f ti, ~~~ti-~ ~ ~~,ti 06/08/12 ~oB AP-A15269 Garage SHEET NO. 32 OF 44 CALCULATED BV DB DATE 6/7/2012 CHECKED BY DATE L~r ~ Sheathing Connections / t,f ~ t to ~f ! as a Wall Sheathing ~ ° ~ s x~ {`:L ~,n~ ~ ,fi Design Wall Sheathing Connection to Resist Suction Loads 3 Sec Gust Wind Speed = 120 mph 06/08/12 Suction Pressure from Wind- ASCE 7 Figure 6-3 C&C Pressures Interior Zone (Zone 4) = 28.1 psf Edge Zone (Zone 5) = 34.7 psf Wind Importance Factor = 1.00 Wind Exposure = C Wind Exposure Adjustment Factor = 1.29 Adjusted Interior Suction Pressure = 36.2 psf Adjusted Perimeter Suction Pressure = 44.8 psf Perimeter Edge Zone Width Minimum Building Dimension = 21.5 ft. Z = 10% Minimum Building Dimension = 2.15. ft. But not less than 3 ft. Wall Framing Spacing = 16 in. o. c. Roof Unit Suction Load from Wind Framing Spacing in ft. o.c. Interior Zone = 36 psf x 1.33 ft oc. = 48 plf Edge Zone = 45 psf x 1.33 ft oc. = 60 plf Boa AP-A15269 Garage SHEET NO. 33 OF 44 CALCULATED BV DB DATE 6/7/2012 CHECKED BV DATE Sheathing Connections Icont'd1 Wall Sheathing Design Wall Sheathing Connection to Resist Suction Loads Wall Sheathing: 7/16" OSB Fastening: 0.131"x2.5" nails at 6 " o.c. panel edge nailing and 12 " o.c. field nailing Specific Gravity of Wall Framing G = 0.42 Diameter of Nails D = 0.131 in. Length of Nails L = 2.50 in. Thickness of Sheathing t = 0.438 in. Nominal Nail Withdrawal Design Value ANSI / AF&PA NDS Table 11.2C W = 21 Ib / in. Load Duration Factor ANSI / AFBPA NDS 2.3.2 CD = 1.6 Allowable Nail Withdrawal Design Value ANSI / AF&PA NDS Table 11.2C W ' = W CD = 34 Ib / in. Length of Nail Penetration LP = L - t = 2.063 in. Withdrawal Capacity per Nail W ' LP = 69 Ib Required Suction Load Capacity Interior Zone = 48 plf Perimeter Edge Zone = 60 plf ~ C}F iEi~ r1~ Required Fastening kc a Ytl r f , k ~rtl~« \l ~ t Interior Zone = 12 " o c. `f, e ~ , ~ i r Perimeter Edge Zone = 6 " o.c. ' t ry 4 J- i~ L i* 06/08/12 ~oB AP-A15269 Garage SHEET NO. 34 OF 44 CALCULATED BV DB DATE 6/7/2012 CHECKED BV DATE Ridge Connections _ r- RidgeConnection f 4r t `3° ~ ` ~=~~m tt r ~ z Roof Pitch = 12:12 `'t ' 7 y "a t 3 t{:~ x'b r' Roof Span = 21.5 g. `~~'titi. 3 Sec Gust Wind Speed = 120 mph 06/08/12 Wind Exposure= C Ridge Connection Ridge Connection Load = 23fi plf See Page 4 Connector: USP Strap-Tie LSTA15 Fastener: (12) tOd nails (6 each end of strap). Allowable Load = 950 Ib Req'd Req'd Provided Load Spacing Spacing 236 plf 48 in. o.c. 32 in. o.c. Flip Connection Flip Connection Load = 236 plf Connector: USP Strap-Tie LSTA15 Fastener: (12) 10d nails (6 each end of strap). Allowable Load = 950 Ib Req'd Req'd Provided Load Spacing Spacing 236 plf 48 in. o.c. 32 in. o.c. roe AP-A15269 Garage SHEET NO. 35 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BV DATE Overhang Connection Outlooker to Endwall Roof Pitch = 12:12 Roof Span = 10.75 ft. Roof Overhang Length = 1 ft. 3 Sec Gust Wind Speed = 120 mph Overhang Uplift Load = 56.63 psf Zone 2 OH See page 28 Overhang Uplift Load = 56.63 psf Zone 3 OH See page 28 Outlooker Spacing = 16 in o.c. Tabulated Overhang Uplift Connection Load Zone 2oh = 75.51 Ibs Tabulated Overhang Uplift Connection Load Zone Soh = 75.51 Ibs Wind Exposure = C - - Wind Exposure Adjustment Factor = 1.29 i~~ ~ j~` ?S?, ~'ti Adjusted Ridge Connection Load Zone 2 OH = 97 Ibs ~ tf ~ ~ Adjusted Ridge Connection Load Zone 3 OH = 97 Ibs rR ~ ' ,r i > 'i J J..? 1 / Connector: 0.131"x3" Nails w/ 1.5" pen. ~ 'r~~ ~a~`' Allowable Load = 50.4 Ib 06/08/12 Connectors Per Outlooker Req'd Zone 2 OH = 2 per outrigger Connectors Per Outlooker Req'd Zone 3 OH = 2 per outrigger ~oB AP-A15269 Garage SHEET NO. 36 OF 44 CALCULATED BY DB DATE 6/7/ZO12 CHECKED BY DATE Collar Tie Connections t 7r ~ Collar Tie Connection 'j' °i~~~ _ .~,,gs tiCl Roof Pitch = 12:12 7 x try 1 w'. Roof Span= 21.5 g. ~ =~+fi2517 w~ N~ 3 Sec Gust Wind Speed = 120 mph 06/08/12 Collar Tie Connection Requirement Rafter Spacing Load = 236 plf x 16 in o.c. = 315.3 Ib See page 34 Design Collar Tie to Rafter Connection Assume Typical Collar Tie to Rafter Connection made with 0.131" x 3.0" face nails Specific Gravity of Member G = 0.42 Thickness of Member t, = 1.50 in. Lateral Capacity of Nails Z = 82 Ibs ANSI / AFBPA NDS Table 11 N Load Duration Factor CD = 1.6 ANSI I AF&PA NDS Table 2.3.2 Allowable Lateral Capacity of Nails Z' = Z CD = 131 Ib ANSI / AF&PA NDS Table 10.3.1 Required Collar Tie to Rafter Connection Req'd Nail Nails Load Capacity Req'd 315 Ib / 131 Ib cap = 3 per rafter Minimum of 3 required per code Boa AP-A15269 Garage SHEET NO. 37 OF 44 CALCULATED BY DB DATE 6/7/2072 CHECKED BV DATE ? f}F Zt/ s'~. Knee Wall Connections t ~a~Yr,.- x t ~ ~ ~+'o r`ti ''~~t Knee Wall Connection - ~ gs ~ <; f Roof Pitch = 12:12 ~ ' Y 5, n Roof Span = 21.5 ft. g 3 Sec Gust Wind Speed = 120 mph 06/08/12 Kneewall Connection Requirement Unit Connection Load from Wind = 315 Ib See page 36 Design Knee Wall Connection Assume Typical Connection made with 0.131" x 3.25" toenails. Specific Gravity of Member G = 0.42 Thickness of Member tg = 1.50 in. Withdrawal Capacity of Nails W = 27 Ibs per inch penetration ANSI / AF&PA NDS Table 11.2C Load Duration Factor CD = 1.6 ANSI / AF&PA NDS Table 2.3.2 Penetration Depth Ca = 1.75 in Toe Nail Factor ANSI / AF&PA NDS 11.5.4.2 C,„ = 0.67 Allowable Withdrawal Capacity of Nails per inch W' = W CD Cd C,~ 39 Ib ANSI / AF&PA NDS Table 10.3.1 Req'd Nail Nails Load Capacity Req'd 315 Ib 39 Ib cap 9 per stud NG -Too Many Nails,. Use Aftemate Conrt:, See Page.37a ' doa AP-A15269 Garage SHEET NO. 37A OF 44 CALCULATED BV DB DATE 6/7/2012 CHECKED BY DATE Knee Wall Alternate Connections s~ ~ ~ ~ 1 ~ jt c Knee Wall Connection t , ~ ,A , ~ ~i ~ t"~~ 1 f~~ Roof Pitch = 12:12 l .r ~ ~ ~ ^ ~~L Roof Span = 21.5 ft, 3 Sec Gust Wind Speed = 120 mph 06/08/12 Kneewall Connection Requirement Unit Connection Load from Wind = 315 Ib See page 36 Design Knee Wall Connection Assume Alternate Connection made with #8x4" Screws Taed Specific Gravity of Member Toe Nail Factor C~, = 0.67 G = 0.42 ANSI / AF&PA NDS 11.5.4.2 Thickness of Member is = 2.83 in. Withdrawal Capacity of Screws W = 82 Ibs per inch penetration ANSI / AF&PA NDS Table 11.2C Load Duration Factor CD = 1.6 ANSI / AF&PA NDS Table 2.3.2 Penetration Depth Ca= 1.17 in Allowable Withdrawal Capacity of Screws W' = W CD Ctl C,,, = 103 Ib ANSI / AF&PA NDS Table 10.3.1 Req'd Screw Screws Load Capacity Req'd Option 1 315 Ib 103 Ib 4 per stud #8x4" Screws Toed Req'd Strap Quantity Load Capacity Req'd Option 2 315 Ib 653 Ib 1 per stud 20GA x 1.5" Strap w/ (14) 0.131 "x2.5" Nails ea strap (7 per end) Nate: Strap capacity reduced for only 10 total nails installed and installed at an angle roe AP-A15269 Garage SHEET NO. 36 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BV DATE Desinn Summary Location Force Connection Fasteners Required Reference 7/16" x 1 1/2" x 16 ga staples Rafter to Ceiling Joist (2) 7/16" WSP Gusset Plates per gusset to rafter 8 Sheet 5 Connection w/ ussets 236 plf (1) ea side of rafter 9 4 per gusset to ceiling oist Ceiling Joist to Wall Stud 1.25"X20 ga steel strap (7) 10d nails in ceiling joist and Connection 236 plf 10d nails in wall stud Sheet 5 32 in o.c. N '~f~" ,'".fix I a t. t a~ r,~ F 31~\ ~,c~ 3 i.-; to K"§ L ,~n ~ / r; L t~~i~ / C ~ S ~aL 0 M ~ 06/08/12 m c c 0 U .Q Note: 8d nails = 0.131 " x 2.5", 10d nails = 0.148" x 3" & 16d nails = 0.131 " x 3.25" unless otherwise noted An equal or better connection device maybe substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. Boa AP-A15269 Garage SHEEr NO. 36A OF 44 CALCULATED BY DB DATE 6/7/2O'I2 CHECKED BY DATE Desitan Summary Location Connection Wall Force Spacin Reference 7/16" OSB/PLY overlap floor FRONT 168 plf 6 In o.C. rim joist 6" 1st Story Wall Stud to Floor 0.131in x 2-1/tin nails Sheet 6 N Band Connection O Use 2 rows of fasteners along y; bottom edge of panel ~ RIGHT 261 plf 6 in O.C. d C C ~ FRONT 168 plf 3 in O.C. U 7/16" OSB/PLY overlap sill plate 1.5" a Floor Band to Sill 0.131in x 2-1/tin nails Sheet 7 Plate Connection Use 1 row of fasteners along bottom edge of panel RIGHT 261 plf 4 in O.c. Note: Sd nails = 0.131 "x 2.5", 10d nails = 0.148" x 3" & 16d nails = 0.131" x 3.25" unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. -S,~""Pt h i`3~~ r.^'~f z1 t. n,l,C~ ~~r' ~ ~1 t "z i, i. ~ ' 1 f ~ ?;~1. 06/08/12 roe AP-A15269 Garage SHEET NO. 39 OF Q4 CALCULATED BV DB DATE 6/7/2012 CHECKED BY DATE Desi4n Summary (con'd) Location Force Exterior Panel Interior Panel Reference ±7.'`~~'r l ta~~ t~~~ f ~ ,f s ~ -r -'x ~ z d._ " a Y T ~ ~t ~ ,r 1 '.J } E ,t:J ~ '1'~`'~o -l7tiLO~ tai is 06/08/12 R m s y 1st Story Wall -Right 7/16" OSB w/ 0.131"x2.5" nails 178 plf @ 4" o.c. panel edge & 12" Sheet 18 Perforated o. c. field nailing (exterior) 1st Story Wall -Front 7/16" OSB w/ 0.131"x2.5" nails 555 plf ~ 3" o.c. panel edge & 12" Sheet 18 Segmented o.c. field nailing (exterior) Note: Sd nails = 0.131 "x 2.5", 10d nails = 0.148" x 3" 8 18d nails = 0.131"x 3.25" unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. Gable wall studs at roof level must be same, size, species and grade as wall below. They must also be sheathed and fastened the same as wall below. Boa AP-A15269 Garage SHEET NO. 4O OF 44 CALCULATED eV DB DATE 6/7/2012 CHECKED BV DATE Design Summary tcon'dl Note: Corner Studs 8 Built up Column Studs to be fastened together w/ 2 rows staggered of 0.131 "x3" Nails at 7 in o.c. Location Force Connection Fasteners Re wired Reference fµw y/r''th~ U~~ F'~ S~.''f' ~ I t t~"..J~ Il+t lr y ~ o- .r" f a ~ j ~tj+ t , 1 t~j b irJ ~ , G ~Jr c l3P V m 06/08/12 c c 0 U as c 3 1_' d ~ 1st Story Module to Foundation -Right 1/2 in min concrete cover and 1834 Ib USP STADI4RJ (38) 16d sinkers, locate 1.Sin Sheet 21 from corner 1st Story Module to Foundation -Front 1/2 in min concrete cover and 4441 Ib USP STADI4RJ (38) 16d sinkers, locate 1.Sin Sheet 21 from corner Note: 8d nails = 0.131" x 2.5", 10d nails = 0.148" x 3" 8 llid nails = 0.131" x 3.25" unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. roe AP-A16269 Garage SHEET NO. 41 OF 44 CALCULATED BV DB DATE 6/7/2012 CHECKED BV DATE Design Summary Icon'd) An equal or better connection device maybe substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. All fasteners into sill plate must be corrosion resistant. Location Force Connection Fasteners Re wired Reference 0.131"x 3" toenails. Roof to Wall Plate Connection 264 Ib 3 23 0.131"x 3.0" Nails in End- Top Plate to Studs S Bottom 1 Ib Grain. NA 23A Plate to Studs 3 per stud 0.131"x 3.0" Nails Bottom Plate to Floor 133 plf NA 23A 11 in o.c. N C O d C _ o ~ ~t~~ 01 erlj ~;3 it.LJy~,;JyC7~ r ~ f Pit d; a / y l s?.xiC~ S'~ J +.t S 1 j,r y 06/08/12 0.131" x 3" toenails. 1st Story to Sill Plate 228 plf @ 5 in OC N/A 25 Connection -Right USP MP4F 1st Story to Sill Plate 892 plf @ 9 in OC (12) 8d x 1-1/2" nails 26 Connection -Front Note: 8d nails = 0.131 "x 2.5", 10d nails = 0.148" x 3" & 18d nails = 0.131 "x 3.25" unless otherwise noted ~oB AP-A15269 Garage SHEET NO. 42 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BV DATE Design Summary (con'd) Location Force Connection Fasteners Re wired Reference N C O C ,'~a~?~~'~Y 'iI C q,~tirJ~ C ltr s U i + l , N '.~J 1~ ~d *F-~ 1, ~j 1 h Cf N~.f 06/08/12 1st Floor Endwall Mateline - Top Plate to Top Plate / 1357 Ib 1 USP MSTA30 Straps (22) 10d nails each strap NA Ceiling Rim to Ceiling Rim across Mateline 1st Floor Endwall Mateline - Floor Rim to Floor Rim across 1357 Ib 1 USP MSTA30 Straps (22) 10d nails each strap NA Mateline Note: 8d nails = 0.131 "x 2.5", 10d nails = 0.148" x 3" & 18d nails = 0.131" x 3.25" unless otherwise noted An equal or better connection device maybe substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. ~oB AP-A15269 Garage SHEET NO. 43 OF 44 CALCULATED BV DB DATE 6/7/2012 CHECKED BV DATE Desi n Summa cort'd Location Farce , ~~eathin Connection Reference ` MAIN ROOF: ~ ~ 48 , ~ " ~ 0.131 "x2.5" nails at 6" o.c. panel ~ _ edge nailing and 12" o.c. field Roof Sheathint7 78" QS~ Unblocked) nailing Sheet 29 06/08/12 ~ Shear OVERHANGS: ~ 6 in o.c. ed e & field t 0.131"x2.5" nails at y Wall Sheathing 60 plf t 7/16" OSB 6" o.c. panel edge nailing and Sheet 33 N Non Shear Wall Suction 12" o. c. feld nailing Garage Slab Floor Sheet 31 Location Force Connection Fasteners Required Reference ~ USP Strap-Tie LSTA15 (12) 10d nails (6 C Ridge Connection 236 pif each end of strap). Sheet 34 O U @ 32 in o.c. d ~ Flip Connection 236 plf USP Strap-Tie LSTA15 (12) 10d nails (6 Sheet 34 ~ each end of strap). @ 32 in o.c. ~ Collar Tie Connection 315 Ib 0.131"x 3.0"face nails 3 Sheet 36 C per rafter U v #8x4" Screws Toed 4 per stud N Knee Wall Connection 315 Ib or Sheet 37a (1) 1.Sin x 20GA Strap w/ u.t s1 °z[.5" Nans ea Rafter connections listed above are minimum required for wind design and are not meant to replace connections required by talc's manual or by gravity loads. Location Force Connection Fasteners Re wired Reference N C O V 228 plf sliding 2" square washer w/ 1/2" Anchor C Sill Plate to Foundation Bolt (Assume 1/16" oversized @ 36 in OC C Connection -Right and hole) Sheet 27 G 178 plf uplik 1/bin thick min. washer required U C 892 plf sliding 2" square washer w/ 1/2" Anchor ~ Sill Plate to Foundation Bolt (Assume 1/t 6" oversized @ 12 in OC R Connection -Front and hole) 27A ~ 168 plf uplik 1/bin thick min. washer required C 7 O LL 8d nails = 0.131 " x 2.5", 10d nails = 0.148" x 3" 8 16d nails = 0.131" x 3.25" unless otherwise noted roe AP-A15269 Garage SHEET NO. 44 OF 44 CALCULATED BY DB DATE 6/7/2012 CHECKED BY DATE Design Summary (con'dl Location Force Connection Fasteners Required Reference w 0.131"x3" Nails w/ 1.5" O Outlooker to Endwall 97 plf pen. Sheet 35 Y d within 3.00 ft of Corner 2 per outrigger c 0.131"x3" Nails w/ 1.5" V Outlooker to Endwall 97 plf pen. Sheet 35 ~ Not 3.00 ft of Corner 2 per outrigger c ra t m O Location Force Member Sizes Slice Conn. If Re Reference 1st Floor Double 2x6 Top Plate - No Splices 27141b Sheet l9 Endwalls 1st Floor Double 2x6 Top Plate -With Stagger 2 rows of S lives & @ 10 in oc P 0.131" x 3.0" Nails 18601b Sheet l9 Sidewalls N L 0 r q (A ~ t~~~~ ~ l~.`4~1~,1 f „A ~ ~ ti R~ Q. ~ .1.. j ii t r Z ' ~';r ~ i ~ ~~~~P ~ ~ o` 06/08/12 Minimum Lumber Grade and Species is SPF #3 Unless Noted Otherwise Minimum Splice Length is 6 ft 8d nails = 0.131"x 2.5", 10d nails = 0.148" x 3" 8 18d nails = 0.131"x 3.25" unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. page Project: AP-A15269 Calcs 5-30-12 David E. Billingsley, P.E. Location: Garage Door Header i 217 E. Main Sl Multi-Loaded Multi-Span Beam Middleburg, PA 17842 or [2009 International Building Code(2005 NDS)] (3) 1.5 INx9.251Nx9.5 FT #2 -Spruce-Pine-Fir -Dry Use StruCalc Version 8.0.112.0 5/31/2012 1:35:09 PM Section Adequate By: 83.1 Controlling Factor: Moment CAUTIONS `Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Cenler LOADING DIAGRAM Live Load 0.11 IN U1073 Dead Load 0.04 in Total Load 0.15 IN Lf784 Live Load Deflection Criteria: U360 Total Load Deflection Criteria: U240 REACTIONS P~ @ Live Load 1145 Ib 1145 Ib Dead Load 421 Ib 421 Ib Total Load 1566 Ib 1566 Ib Bearing Length 0.82 in 0.82 in BEAM DATA Center Span Length 9.5 ft Unbreced Length-Top 0 fl A ssrt--- B. Unbraced Length-Bottom 9.5 fl Live Load Duration Factor 1.15 Notch Deplh 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 241 plf #2 -Spruce-Pine-Fir Uniform Dead load 8t plf Base Values Adjusted Beam Self Weight 8 plf Bending Stress: Fb = 875 psi Fb' = 1273 psi Total Uniform Load 330 plf Cd=1.15 CF=1.10 Cr--1.15 Shear Stress: Fv = 135 psi Fv' = 155 psi Cd=1.15 fl Modulus of Elasticity: E = 1400 ksi E' = 1400 ksi % it ' ~`ti Min. Mod. of Elasticity: E_min = 510 ksi E_min' = 510 ksi ~ ?`~`~C? Mfi Comp.1 to Grain: Fc -1= 425 psi Fc -1' = 425 psi . j ; 3 ~ Controlling Moment: 3718 R-Ib d~~~-~~ ~ ~~11 ).u 4.75 Ft from left suppoR of span 2 (Center Span) ~ _ Y-~ Created by combining all dead loads and live loads on span(s) 2 ,,1+ ~ Controlling Shear: -i5661b e~ ='±?fi~`?Q w~~ 10.0 Ft from left support of span 2 (Center Span) `a p.~- Created by combining all dead loads and live loads on span(s) 2 ~ S ~ Comparisons with required sections: Read Pr vi 06/08/'12 Section Modulus: 35.05 in3 64.17 in3 Area (Shear): 15.13 in2 41.63 in2 Moment of Inertia (deflection): 99.61 in4 296.79 in4 Moment: 3718 fl-Ib 6807 ft-Ib Shear: -i5661b 43081b NOTES 1 of 8 page Project: AP-A15269 Calcs 5-30-12 David E. Billingsley, P.E. Location: Garage Mateline Ceiling Beam ~ ' ( 217 E. Main St Multi-Loaded Multi-Span Beam Middleburg, PA 17842 m [2009 International Building Code(2005 NDS)] (3)1.5INx9.251Nx14.0 FT 2.0 Rigidlam LVL -Roseburg Forest Products StruCalc Version 8.0.112.0 5/31/2012 1:35:10 PM Section Adequate By: 36.3°k Controlling Factor: Deflection CAUTIONS `Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.50 IN V334 Dead Load 0.18 in Total Load 0.68 IN U245 Live Load Deflection Criteria: U240 Total Load Deflection Criteria: LI180 REACTIONS P~ @ Live Load 2415 Ib 2415 Ib Dead Load 878 Ib 878 Ib Total Load 3293 Ib 3293 Ib Bearing Length 0.98 in 0.98 in BEAm.QAT9 Center Span Length 14 ft Unbraced Length-Top 0 ft A- __....10^- _ __.B Unbraced Length-Bottom 14 ft Live Load Duration Factor 1.15 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 345 plf 2.0 Rigidlam LVL -Roseburg Forest Products Uniform Dead Load 115 plf Base Values Adius[ed Beam Self Weight 10 plf Bending Stress: Fb = 2900 psi Fb' = 3445 psi Total Uniform Load 470 plf Cd=1.15 CF=1.03 Shear Stress: Fv = 285 psi Fv' = 328 psi Cd=1.15 r Cl~ ~~N Modulus of Elasticity: E = 2000 ksi E' = 2000 ksi Comp.ltoGrain: Fc-1= 750 psi Fc-1'= 750 psi `t~~~C 't~/~~ f .1 ~.c. Controlling Moment: 11525 fl-Ib ~1 r jr, ~ 1 ~ y~ ZO Ft from left support of span 2 (Center Span) ~ t r,? r~ Created by combining all dead loads and live loads on span(s) 2 ~ Controlling Shear: -3293 Ib ~ e~ t - , + ~ t~. At fight support of span 2 (Center Span) tV'~, \ Created by combining all dead loads and live loads on span(s) 2 "~qh~ u,(} ~ typt' Comparisons with required sections: Recd Provided Section Modulus: 40.14 in3 64.17 in3 Area (Shear): 15.07 in2 a1.s3 inz 06/08/12 Moment of Inertia (deflection): 217.79 in4 296.79 in4 Moment: 11525 ft-Ib 18424 fl-Ib Shear: -3293 Ib 9095 Ib NOTES 2 of8 page Project: AP-A15269 Calcs 5-30-12 David E. Billingsley, P.E. / Location: Left Side Ceiling Joist 't 217 E. Main St Multi-Loaded Multi-Span Beam Middleburg, PA 17842 °f [2009 International Building Code(2005 NDS)j 1.51Nx9.251Nx13.33 FT #2 -Spruce-Pine-Fir -Dry Use StruCalc Version 8.0.112.0 5/31/2012 1:35:11 PM Section Adequate By: 2.1 °h Controlling Factor: Moment LOADING DIAGRAM DEFLECTIONS Center Live Load 0.28 IN U575 Dead Load 0.17 in t Total Load 0.45 IN U356 Live Load Deflection Criteria: U360 Total Load Deflection Criteria: U240 REACTIONS A Q Live Load 260 Ib 273 Ib Dead Load 199 Ib 168 Ib Total Load 459 Ib 441 Ib Bearing Length 0.72 in 0.69 in BEAM DATA Center A ts.asn - B- Span Length 13.33 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 13.33 ft UNIFORM LOADS Center Live Load Duration Factor 1.15 Uniform Live Load 0 plf Notch Depth 0.00 Uniform Dead Load 13 plf MATERIAL PROPERTIES Beam Self Weight 3 plf #2 -Spruce-Pine-Fir Total Uniform Load 16 plf Base Values Adjusted pOIN7 LOADS -CENTER SPAN Bending Stress: Fb = 875 psi Fb' = 1273 psi Load Number Qpg Cd=1.15 CF=1.10 Cr--1.15 Live Load 333 Ib Shear Stress: Fv = 135 psi Fv' = 155 psi Dead Load 156 Ib Cd=1.15 Location 5.33 fl Modulus of Elasticity: E = 1400 ksi E' = 1400 ksi Min. Mod. of Elasticity: E_min = 510 ksi E_min' = 510 ksi TRAPEZOIDAL LOAD3 -CENTER SPAN Comp.lto Grain: Fc-1= 425 psi Fc-1'= 425 psi Load Number ~r Left Live Load 25 plf Controlling Moment: 2221 ft-Ib Left Dead Load 0 plf 5.33 Ft from left support of span 2 (Center Span) Right Live Load 25 plf Created by combining all dead loads and live loads on span(s) 2 Right Dead Load 0 plt Controlling Shear: 4591b Load Start 5.33 ft At left support of span 2 (Center Span) Load End 13.33 ft Created by combining all dead loads and live loads on span(s) 2 Load Length 8 fl Comparisons with required sactiorts: Read Provided Section Modulus: 20.94 in3 21.39 in3 Area (Shear): 4.43 in2 13.88 in2 Moment of Inertia (deflection): 66.79 in4 98.93 ind Moment: 2221 ft-Ib 2269 ft-Ib Shear: 4591b 14361b NOTES /,r'xxF~/ II~,,~a;C7~ rt`f„l ~r r« r t i .w ~ r t x i jj~ , y Jd~~ ~ C1\ f ~'~t ? tR .s' h 1y2} 06/08/12 3 of8 Project: AP-A15269 Calcs 5-30-12 °a~ David E. Billingsley, P.E. / Location: Left Side Ceiling Joist - Drifl 217 E. Main St Multi-Loaded Multi-Span Beam i Middleburg, PA 17842 [2009 International Building Code(2005 NDS)] ~ 1.51Nx9.251Nx13.33 FT #1 -Southem Pine -Dry Use StruCalc Version 8.0.112.0 5/31/2012 1:35:12 PM Section Adequate By: 9.9% LOADING DIAGRAM Controlling Factor: Moment DEFLECTIONS Center Live Load 0.29 IN L/550 Dead Load 0.14 in Total Load 0.44 IN L1367 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 i REACTIONS A J3 Live load 363 Ib 242 Ib Dead Load 204 Ib 173 Ib Total Load 567 Ib 415 Ib Bearing Length 0.67 in 0.49 in BEAM DATA n A _._._-iaaart- __B Span Length 13.33 R Unbraced Length-Top 0 fl Unbraced Length-Bottom 13.33 fl UNIFORM LOADS Center Live Load Duration Factor 1.15 Uniform Live Load 0 plf Notch Depth 0.00 Uniform Dead Load 13 plf MATERIAL PROPERTIES Beam Self Weight 3 plf #1 -Southem Pine Total Uniform Load 17 plf Base Values Adjusted POINT LOADS -CENTER SPAN Bending Stress: Fb = 1250 psi Fb' = 1719 psi Load Number ~ Cd=1.15 CF=1.04 Cr--1.15 Live Load 605 Ib Shear Stress: Fv = 175 psi Fv' = 201 psi Dead Load 156 Ib Cd=1.15 Location 5.33 fl Modulus of Elasticity: E = 1700 ksi E' = 1700 ksi Min. Mod. of Elasticity: E_min = 620 ksi E_min' = 620 ksi Comp.1to Grain: Fc-1= 565 psi Fc-1'= 565 psi C)~ r ~~..,r"Y. ?d l.i,.thj Controlling Moment: 2788 ft-Ib f~c fJ~ti~~ fT;~ 5.33 Ft from left support of span 2 (Center Span) ~ r ~ Created by combining all dead loads and live loads on span(s) 2 i r fg, ~ Controlling Shear: 567 Ib - At left support of span 2 (Center Span) t~t~ ' ~ Created by combining all dead loads and live loads on span(s) 2 i4 t ~ ~ Comparisons with required sections: Recd Provided ;?N62wC7 1~[~ Section Modulus: 19.46 in3 21.39 in3 S CSA Area (Shear): 4.23 in2 13.88 in2 Moment of Inertia (deflection): 64.74 in4 98.93 in4 Q6/~8/12 Moment: 2788 ft-Ib 3065 ft-Ib Shear: 5671b 18621b NOTES 4 of6 y ' page Project: AP-A15269 Calcs 5-30-12 David E. Billingsley, P.E. / Location: Rafter 217 E. Main St Multi-Loaded Multi-Span Beam i Middleburg, PA 17842 °r [2009 International Building Code(2005 NDS)] 1.51Nx7.251Nx10.43 FT (5.3+5.1) #2 -Spruce-Pine-Fir -Dry Use StmCalc Version 8.0.112.0 5/31/2012 1:35:13 PM Section Adequate By: 90.4°h Controlling Factor: Moment LOADING DIAGRAM DEFLECTIONS Center R~ Live Load -0.02 IN U2829 0.20 IN 2U626 Dead Load -0.01 in 0.07 in Total Load -0.03 IN U2287 0.26 IN 2U466 Live Load Deflection Cdteria: U240 Total Load Deflection Criteria: U780 REACTIONS A Q Live Load 71 Ib 333 Ib Dead Load 3 Ib 156 Ib Total Load 74 Ib 489 Ib Uplift (1.5 F.S) -88 Ib 0 Ib Bearing Length 0.12 in 0.77 in A- sssn s,tn-- BEAM DATA Center 1319[11 Span Length 5.33 ft 5.1 fl Unbraced Length-Top 0 fl 0 fl UNIFORM LOADS Center Jg[7) Unbraced Length-Bottom 5.33 fl 5.1 fl Uniform Live Load 27 plf 27 plf Live Load Duration Factor 1.15 Uniform Dead Load 13 plf 13 plf Notch Depth 0.00 Beam Self Weight 2 plf 2 plf MATERIAL PROPERTIES Total Uniform Load 42 plf 42 plf #2 -Spruce-Pine-Fir T ep OIDA OADC .RIGHT PAN - Base Values Adjusted Load Number QOg Bending Stress: Fb = 875 psi Fb' = 1176 psi Left Live Load 12.3 plf Cd=1.15 C1=0.85 CF=1.20 Cr--1.15 Left Dead Load 0 plf Shear Stress: Fv = 135 psi Fv' = 155 psi Right Live Load 12.3 plf Cd=1.15 Right Dead Load 0 plf Modulus of Elasticity: E = 1400 ksi E' = 1400 ksi Load Start 2.1 ft Min. Mod. of Elasticity: E_min = 510 ksi E_min' = 510 ksi Load End 5.1 ft Comp. 1 to Grain: Fc -1= 425 psi Fc -1' = 425 psi Load Length 3 ft Controlling Moment: -677 ft-Ib Over right support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 3 ConUOlling Shear: 250 Ib At left support of span 3 (Right Span) Created by combining all dead loads and live loads on span(s) 2, 3 Comparisons with required sections: Read Provided Section Modulus: 6.9 in3 13.14 in3 Area (Shear): 2.42 in2 10.88 in2 Moment of Inertia (deFlection): 18.41 in4 47.63 in4 Moment: -677 fl-Ib 1290 fl-Ib Shear: 2501b 11261b NOTES ~~r"'- fF 3 ~ `t~ ~ t r t A x 5~ t / u; j ,~a~~a: ESL! ^ ~ ~\?V 06/08/12 V \-f 5of8 page Project: AP-A15269 Calcs 5-30-12 David E. Billingsley, P.E. Location: Rafter -Drift i 217 E. Main St Multi-Loaded Multi-Span Beam t,~,'- Middleburg, PA 17842 m [2009 International Building Code(2005 NDS)] 1.5 INx7.25 INx10.43 FT (5.3+5.1) #2 -Spruce-Pine-Fir -Dry Use StmCalc Version 8.0.112.0 5/31/2012 1:35:14 PM Section Adequate ey: 33.0% LOADING DIAGRAM Controlling Factor: Moment DEFLECTIONS Center RR~b( Live Load -0.04 IN U1756 0.31 IN 2U394 Dead Load -0.01 in 0.07 in Total Load -0.04 IN U1531 0.38 IN 2U324 Live Load Deflection Criteria: U240 Total Load Deflection Criteria: U180 REACTIONS A 4 Live Load 158 Ib 605 Ib Dead Load 3 Ib 156 Ib Total Load 161 Ib 761 Ib Uplik (1.5 F.S) -142 Ib 0 Ib Bearing Length 0.25 in 1.19 in A- - seen- - Bert--- BEAM DATA Center Ligl]I Span Length 5.33 ft 5.1 ft Unbraced Length-Top 0 ft 0 fl UNIFORM LOADS Center Sigh( Unbraced Length-Bottom 5.33 ft 5.1 R Uniform Live Load 59 plf 59 plf Live Load Duration Factor 1.15 Uniform Dead Load 13 plf 13 plf Notch Depth 0.00 Beam Seli Weight 2 plf 2 plf MATERIAL PROPERTIES Total Uniform Load 75 plf 75 plf #2 - Spmce-Pine-Fir Base Values Adjusted Bending Stress: Fb = 875 psi Fb' = 1178 psi Cd-175 C1~85 CF=1.20 Cr--1.15 ~ i7~ ~j~ty Shear Stress: Fv = 135 psi Fv' = 155 psi ~r„'~~,-' - 3: t /~A r Cd=115 ~ ! ~ < ~1'%3~. Modulus of Elasbcity: E = 1400 ksi E' = 1400 ksi t ~r( r~ `rr r Min. Mod. of Elasticity: E_min = 510 ksi E_min' = 510 ksi r vxi, ~'j~-, "t' Comp.1to Grain: Fc-1= 425 psi Fc-1'= 425 psi i ~ ;'y`. Controlling Moment: -970 ft-Ib t ~ Over right support of span 2 (Center Span) ` t ~ `~FJ ~7~tSC~1~ y4`y Created by combining all dead loads and live loads on span(s) 3 ~3.. Controlling Shear: -381 Ib ,~Qr. S r' 5.0 Ft from left suppor of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2, 3 06/08112 Comparisons with required sections: Recd Provided Section Modulus: 9.88 in3 13.14 in3 Area (Shear): 3.68 in2 10.88 in2 Moment of Inertia (deflection): 29.05 in4 47.63 in4 Moment: -970 ft-Ib 1290 ft-Ib Shear: -381 Ib 11261b NOTES 6 of8 ,r Project: AP-A15269 Calcs 5-30-12 Pa9 j David E. Billingsley, P.E. Locaton: Right Side Ceiling Joist 217 E. Main St Multi-Loaded Multi-Span Beam I Middleburg, PA 17842 °r [2009 International Building Code(2005 NDS)] 1.51Nx9.251Nx7.33 FT #2 -Spruce-Pine-Fir -Dry Use StruCalc Version 8.0.112.0 5/31/2012 1:35:15 PM Section Adequate By: 174.7% LOADING DIAGRAM Controlling Factor: Moment DEFLECTIONS Live Load 0.03 IN U3196 Dead Load 0.02 in Total Load 0.05 IN U7880 ~ Live Load Deflection Criteria: U360 Total Load Deflection Cdteria: U240 REACTIONS A Live Load 98 Ib 285 Ib Dead Load 101 Ib 171 Ib Total Load 198 Ib 457 Ib Bearing Length 0.31 in 0.72 in BFr4M DATA Center A. - - vssn - - _,,-8 Span Length 7.33 ft Unbreced Length-Top 0 ft Unbraced Length-Bottom 7.33 fl UNIFORM LOADS Center Live Load Duration Factor 1.15 Uniform Live Load 0 plf Notch Depth 0.00 Uniform Dead Load 13 plf MATERIAL PROPERTIES Beam Self Weight 3 plf #2 -Spruce-Pine-Fir Total Uniform Load 16 plf @ase Values A~'usted POINT OAD - N7 R PAN Bending Stress: Fb = 875 psi Fb' = 1273 psi Load Number QOg Cd=1.15 CF=1.10 Cr--1.15 Live Load 333 Ib Shear Stress: Fv = 135 psi Fv' = 155 psi Dead Load 156 Ib - Cd=1.15 Location 5.33 ft Modulus of Elasticity: E = 1400 ksi E' = 1400 ksi Min. Mod. of Elasticity: E_min = 510 ksi E_min' = 510 ksi T eP ~OIDA OAD - NT R PAN Comp. J-to Grain: Fc -1= 425 psi Fc -1' = 425 psi Load Number Qpg Left Live Load 25 plf Controlling Moment: 826 fl-Ib Left Dead Load 0 plf 5.28 Ft from left support of span 2 (Center Span) Right Live Load 25 plf Created by combining all dead loads and live loads on span(s) 2 Right Dead load 0 plf ConVOlling Shear: -4571b Load Stag 5.33 ft 7.0 Ft from left support of span 2 (Center Span) Load End 7.33 ft Created by combining all dead loads and live loads on span(s) 2 Load Length 2 ft Comparisons with required sections: Read vi Section Modulus: 7.79 in3 21.39 in3 Area (Shear): 4.41 in2 13.88 in2 Moment of Inertia (deflection): 12.63 in4 98.93 in4 Moment: 826 fl-Ib 2269 ft-Ib Shear: -4571b 14361b NOTES ~ r-~ / 7 / ~ r r ~ I_< ',c i t i }y R i i 51 . l i ~ ~ 'n y ~.{t, l rO~.. & r yt7 ~a,= m- ?~4 06/08/12 7 of8 . -f"r r ' Project: AP-A15269 Calcs 5-30-12 aav~ David E. Billingsley, P.E. Location: Right Side Ceiling Joist -Drift 1 217 E. Main Sl Multi-Loaded Multi-Span Beam Middleburg, PA 17842 °r [2009 International Building Code(2005 NDS)j i.51Nx9.251Nx7.33 FT #2 -Spruce-Pine-Fir -Dry Use StruCalc Version 8.0.112.0 5/31/2012 1:35:16 PM Section Adequate ey: 92.0% LOADING DIAGRAM Controlling Factor: Moment DEFLECTIONS Live Load 0.05 IN U1899 Dead Load 0.02 in Total Load 0.07 IN U1341 Live Load Deflection Criteda: U360 Total Load Deflection Criteria: U240 r REACTIONS A @ Live Load 165 Ib 440 Ib j Dead Load 101 Ib 171 Ib Total Load 266 Ib 611 Ib Bearing Length 0.42 in 0.96 in BEAM DATA Center vs;rt _ - B Span Length 7.33 fl Unbraced Length-Top 0 R Unbreced Length-Bottom 7.33 ft UNIFORM LOADS Center Live Load Duration Factor 1.15 Uniform Live Load 0 plf Notch Depth 0.00 Uniform Dead Load 13 plf MATERIAL PROPERTIES Beam Self Weight 3 plf #2 -Spruce-Pine-Fir Total Uniform Load 16 plf Base Values Adjusted POINT LOADS -CENTER SPAN Bending Stress: Fb = 875 psi Fb' = 1273 psi Load Number QD@ Cd=1.15 CF=1.10 Cr--1.15 Live Load 605 Ib Shear Stress: Fv = 135 psi Fv' = 155 psi Dead Load 156 Ib Cd=1.15 Location 5.33 fl Modulus of Elasticity: E = 1400 ksi E' = 1400 ksi Min. Mod. of Elasticity: E_min = 510 ksi E_min' = 510 ksi Comp.lto Grain: Fc-1= 425 psi Fc-1'= 425 psi C~~ t~~~y ` ~ rYll L r,L , ~ ConVOlling Moment: 1182 ft-Ib j/r'y 5.28 Ft from left support of span 2 (Center Span) ,j. i . r „ Created by combining all dead loads and live loads on span(s) 2 7 "`'-.'j=x ~ { } Controlling Shear: -611 Ib i{ ti^~ ~ ?i + 7.0 Ft from left support of span 2 (Center Span) t ° it `s Created by combining all dead loads and live loads on span(s) 2 `l C7 t °w U~ ::9fi%csG tp Comparisons with required sections: Reo'd Provided , ~ , ~p~- Section Modulus: 11.14 in3 21.39 in3 Area (Shear): 5.91 in2 13.88 in2 Moment of Inertia (deflection): 18.75 in4 98.93 in4 06/08/12 Moment: 1182 ft-Ib 2269 ft-Ib Shear: -6111b 14361b NOTEg 8 of8 _ ~ - _ ~ ~ ~ ~ - - , ~ - ~ ~ r_ 2AAF Fi ~t/ i _ ~ ~ i ~V oo r ~ ~ ~ iCWG nL~A awl, M AP ~ ~ ~ ~ ~ Iw~, w~ FI~,... I ~ I I ~ / ~Wr NngP ~ T vP TT I V-I A I 'IVCII - I II I I ~ _ rWn nc A' _ _ I nr II , 3 ~ _ Lv~_ , ~na G = ~ / i ~ ~ ~ ~ ~ I ~ 9-~~ ~ ~~~~ccc / / ~ ~ ~ ~ / ~ ~ ~ % ~ ~ ~'I / ~ / \ / ~ ~ ~ ~ ~ ~i 08/03/12 ~ / ~II`. r~. `1~ ~ TW17 STf1RY IWU FAMILY RANCH ~ I IWU FAMILY tll-LEVEL SINLLL STORY/IW? FAMILY CLIFFSET) I cwG ~D Ae DwG ND Az I:wo NII Ae WU SIURY/1 WO FAMILY au0 ND na IWU SIU2Y/FWU FAMILY CUFFSE f) TWU STORY/TWU FAMILY cwc ND Aa Bwc ND ne Dwc ND n2 CAPE w/ SHED llJRME'2 ?wG ND A4 DRAWING INDEX I11 SfCN i3ASiS PS # ::LSC~p+I-'IV TRUSSES: / ~ TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGEMENT, THESE PLANS (AND SPECIFICATIONS) nl cr7VEa 'a IT_t:I 12" o.c. - so PsF roP ceoao uvE LogD ARE N COMPLIANCE WITH THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE, 2010 EDITION PL]-1 a ELEV AT[DNS 20 PSF TOP CHORD DEAD LOAD nl s-I S FLDDR RLaNS zo PSF BorTOM ceoao uvE Logo AND CONFORMANCE TO GENERAL PROVISIONS OF CHAPTER 5, SECTIONS 502, 503, 504, AND 505. 2D PSF BOTTOM CHORD DEAD LOAD i Al /-I J ELEL'. R1CAL-PLANS - - _ t6' O.C. - 6J.5 PSF i0P CHORD LIVE LOAD - - P1.9 UNDA TIGN PLP_N IS PSF TOP CHORD DEAD LOAD _ - - 15 PSF BOTTOM CHORD LIVE LOAD I 'i A' •:D I ti EnR wALL P nNS 1s PsF BorTOM CHORD DEAD LOAD IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING ~ A zA O.C. - AS PSF TOP CHORD uvE Logp UNDER 7HE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THE DRAWINGS IN ANY WAY TO I / kAF rER DE AIU ALL 'UG WASTE 42- Iv !caL ELEVAUI'NS 1o PsF TaP woao DEAD Logo CHANGE THE STRUCTURAL DESIGN OR INTENT. IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS ALTERED, Q~A/ e~S "MI,~~wt n4 JPTIGNAL LLVAI '~NS 1p PSF BOTTOM CHORD LIVE LOAD J-BL:X WIDE RANCH 3_SV.~f1WI~LIII ~ALV D11=~ 1o PSF BOTTOM ceoa0 DEAD LogD THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO THE DRAWING WITH A NOTATION ALTERED BY FOLLOWED nn[LV A'. I I UGR PI nN Nn~ r--R _ _ _ RAFTERS: IIwG No q3 no fl r,CR PLAN YASTFR zs, ao, so. ep, x IDO cs.L. (woesT casE) BY HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. .t G N FLCC~R PL4N NPSILR ID PSF = DEAD LOAD AH ~LCCR PLAN MASTER CEILING JOISTS (STORAGE): ~c qs~ ~u ED FOR THE NEW YORK STATE STAMP OF APPROVAL' - 20 PSF = LIVE LDAD APPROVED ~J IV V I CU DO NOT PROCEED WITH PLUMBER CERTIFICATIO 49 ~ YPICAL o4THRgUMS 10 PSF OR ACTUAL WEIGHT pEAO LOAD FRAMING UNTIL SURVEY 'YPICAL <ITChENS FLOORS (NON-SLEEPING AREA): DATE' ~O E P. ~ ~ ~~137 OF FOUNDATION LOCATI01~~ DCONTENT BEFO° 4ll MASTER EL LYRICAL PLAN LEA AD, so. t 1po PSf = LIVE LOAD / TfIF PF./1jf OF ERTIFICATEOIF nl, MASRR LL-'IRICAL LAN 10 PSF OR ACl?AL WEIGHT =DEAD LOAD HASBEENAPPROVED. OCCUP ^73 IYPicAL ,LEAFING 4ND ELLL`RICAL FLOORS (SLEEPING AREA): T PERF~'CTION FEE. 'J ey _ AIP 1 ]a REMOVED - ]o PsF = uvE LOAD / \1 ~~I P~~ _ NOTIRY BUlLOING pEPARTMENT PT SOLDER USED /N WATE 4'43 INAC SHEET 10 PSF OR ACTUAL WEIGHT - pEAO LOAD i ,,.,4a 1-ynC S+EE? SEISMIC LoaD: I 765-1902 9 AM TO 1 PM FOR THE SUPPLYSYSTEMCAN PIS TYPICAL FGUNDATICNS SEISMIC IMPORTANCE FACTOR, b - 1.00 / y~®~~ ~1~~ EXCEED2/t00F!/ LEA . RESPONSE COEFFICIENTS: Sx O.50g Soi = 0.229 ' FO~LOWINp fN$PECT!®NS' o A1G IYPII:AL FGUN?A rNINS SITE L1A55 = D j 1. FOUN~TION-T~R/REQUIRED 477 TY PTCAL CRUSS SECTICVS BASIC SEISMIC-FDRCE-RESISTANCE SYSTEM 7172 ROUTE 522, ,LIIDD/,EBURC, PA 1782 P18 fYPIC4L CRGSS SECTIUNS LIGHT FRAME WALLS WITH W000 SHEAR PANELS (,570) 837-2333 FORPGUREOCONC~R~EyT~E ANALYSIS PROCEDURE: SIMPLIGIEO PROCEDURE, SEC. 2 ` ~11 419 REMOVED _ lbns V 419.1 GARAGE/CAPE CRGSS SFU:CN SEISMIC DESIGN CATERCORY = 8 STRAPWNG, ELECTRICALdCAUIKING //qq ' OCCUPANCY CATEGORY II ( I~"~ f ~t~~ yP~ A20 CAPE w/ SIIFD DGRMFR FROSS SECTION ~ ~ J~i, y V -WIND LOAD: A2I CAPE RGGF SYSTEMS WIND EXPOSURE = C ~ FINAI~CONSTRUCT10N8ELECTRICAI 1 422 CAPE ROOF SYSTEMS WIND IMPORTANCE FACTOR, I. = LO IJ' I p A2J-25 REMOVED INTERNAL PRESSURE LOEFFICIENi = t/-0.18 '1i/My?SyT~OEpCIG~IAyP~IET~Ey~F~O~R GQ ( IV!~ 427 RGGF SYSTEMS WIND SPEED: MgF1UfQCtUY81"S No. M 1 1 68 A:?6 RUUF SY$ EMS AS PER ASCE J-OS AKVVINTRWTM1iI\VfRV~~ ~ 1 ~-I ~;..J=~ CE~TIFIC.ATE 120 MPH (]J PSF) AT 3 SECOND GUST ~/y y~y~M ~ ~ -__u ~ -,Y-, A28 RUOF SYS TENS AS PER ASCE 7-OS Wy ~(RG~IIGn1V ~w IL n2B.1 REMOVED UPLIFT: N:~ ~'_D i.VSPEC TiDN NOTE ~y~VIN VTATE. NOT G~E~ (-,J i` 1 ( ;~A."I~~ n29 P30JECTING SEC?IONS DE TOIL As PER AscE J-os _ ~au~u~~yy~~yx~ `J~i°~ 'tl A:3C PROJECTING SECTIGNS DETA;L UNBALANCED SNOW FACTOR: =1E _DCAL BUILDLVG C?DE ENFORCEMENT DFF;CER SHA._L APPROVE wGHIHI~ vv~R~RW A31 PROJECTING SECTIGNS DE TnIL SNOW Ex POSURE FACTOR, c. = to SITE lE C7U1R ED FIELD BU1L` WALLS BET WE6N DWE0._iNG S, THI MODEL IS TO BE BUILT UNDER THE NEW YORK APPROVED MODULAR BUILDING SYSTEM. 432 REMDVED SNOW LOAD IMPORTANCE FACTOR, Is = L0 CCNPL-TI17N ?F F)R= RPTED A$$EMBL IES 4HDVE CELL (NGS 3 CNJER THERMAL FAC?oR, a = 1n FL CUR S, FIELD INSTALLED HAN DRAII_S 8 ALL WURK GONE ?V SITE ENCINCCR' -o-lRO FAR rr. A33 TYPICAL FRAMING DET4ILS AS PER ASCE J-OS TRICAL A3a TYPICAL SECTIGNS nND DET HIES GENERAL NOTcS aTD s- ~ A35 TYPTCAL SFCTTI7NS AN7 0E'AILS D ~I ENCLOSE? PLPNS ANO S. F.IFICATIONS PRE THE 'RpPERTY ?F qPE% HOMES. IVC. LHE MEDd00i OF TNE~'011~, '~,ECTI NI REG1U ED ESIGN rR.T=RYA F Fvs rk'uE CeN ?ETAILCD wl rHlN SHALL BE <EPI cpNFIDEVnAL ANV UyPU rHDR1zED GsE -F THESE ODE OF NEW YOR A36 IYPICAL SEC'iGNS nND s"E T4ILS CONSTRUCTION TYPE: DRAWTVGS WI'HGUT THE CPNSEVT ^iF PPEX -I]MES, INC. IS PFCHIBITEC. 2010 ENE Y ATION CONSTRUCTI A37 kEMG VED W000 FRAMED UNPROTELTEO (vB) qPE% LOMCS INC. WILL ]C CCNS:LEREJ qS A 'SUBCONTRACTOR' IV A~L TU:L?ING PRGJEC `S Of NEW YORK STATE USE GROUP: SUPPLYING A PGLOING COMPONENT rC n 'GENERAL CONTRAC'OR' GR 'BUILDEY 'I IE S°EC [~!CAiIOVS qpp LICABLE BUILDING CODES SHALL BE LOCATED ON EACH A38 _ TYPICAL FLUUR / :;EIL!~G FiAMIN~ ENCL~SE? PRE FG2 pr SCRI BIYG PR? Jc AIL NG TAE PROPER 'JSE OF GUd NPVLF PCIUQE - - DETACHED SINGLE FAMILY DWELLING ? 6U LIVG INDIVIDUAL fL00R PLAN A39 WALL SY\ ENS OCCUPANT CLASSIFICATION: NII']LllF 4Np IIS LDNS TRUCTIr N. LJNP~ ETE KGJECi BLII DING DESGN e S 2" FGLN?ATION. EECK, DETACHED SINGLE FAMILY DWELLING R HC:~ES, 1 T.. S.IPI_L 3E 3T IHE GENERAL G NIRPC JR. AIL NOi~S PF RTA:NINC '14 FI lC", ND fE S. A40 WALL SYSTEMS PN S F ~]R ']Y D61 DER' CI AIL ]E TAE RESPONSIB'L ITV 7F T F •EENFRAL "'1VTRPCTOR'. iI~ESE PL4NS REFLEC' TY~I~PL ?1MENSiONS. L'~~MBER GRACES, - - - HOUSE TO DE ERECTED AT: Pal-a3 REMUVED MATTITULK, NY -SUFFOLK COUNTY I SE PLnrvS OUST NO` SCnLEO FT. OIMEVSIUti AL REFER VC_. 4 IN=vSC4 L'vES nND S ECIES nN? S[ZES DN Y REFER iC IaDIVt?LAL PLANS PbC WT S S PERSCJ~ nNY SCCH 4 ~~4ENCES n Y~4 :VSU~_4IILh VA JE$ 20 SPF SNOW ZONE aICE NIIDEIS 4C i1 PL T'MENSIUN FR~M 'FE ]JiSI?E =ACE pF JALI fRPNIVG IS tl', ~-PLCUL4TIDNS MPNUPI SH"'JLD 3E .ANSLL iE]. /n PtN'R/'SCT/ONF Aac IvSULAi ION VAL'cEC 120 MPN WIND ZONE (3 SEC GUST) PNpg4 L 'wIEF MADE _S PI ILAL 11ME VSIIIN RCM THE JJ ISI BE =POE ?F wPLL FanNIV S -Z'-S' - Fn CT]3Y EUILT PORT LDNS ONLY. / .~z! ~''X WIND EXPOSURE CATEGORY - C pN? 4'.. '2' 'lLE MU?Ei_S PC ILIAC CIMEVSIJN FRGM FHE ]U ISI?S FPCE ?F WPI_L =R4MIVG IS 31'-6". 3. :NUIV°BUAL ~DISCRE. E) NUCEL PLANS iERIVE] FROM THE A46 TYPICAL PLUM5ING SCHENAT.:$ 4NG NC-E$ SEISMIC DESIGN CATEGORY - B T~RC PPRIV qG _,YCY NHA L e_ PFS CJRPCRAICN. _PBEL l' SHAL'_ BE LCCP"Ep PS FOLL ]WS- SvSiEM ANC SIiBMITTED TG L7CAL Cu^_E FSFDRC _MENT ~ lp2 RDUTfi052~T AODAL6R 6G PA 1J84 AaT YP!CAL W[NJGW SCNE lr_ES ASSUMED SOIL SITE CLASS - D - CPFIC LAL .V CGNNECTIGN JI R BUILDWF, Pf RMiT APPL L4T!CN C~ ~ A :VSIGV.A CPTA PNII IHI2N ~AR'v 14d~LS SFALL $ M?UN:EJ ?A wAl.~ 3E_Gw i1T^.IEV SIAK. (G9R) 89J-P3J3 FAX 8.19-0290 naH YF'CAL «INUGW nAp 'R S::NE~)LtS VI; IES NOTC S'a TE ~_AEE'_PCR M]]J _ PEOU:REJ 1HAi_ UE 4CCIJMPPNIFp )Y A REScneck REPGRT AS NEFGEO I. I:RF Rq'NLS S~PiI H! U!AIFI' GN ~qL- PIL 3F4G^./$IF4R WALLS. TL-Li"WN$ AND OPENNG GFSTR'CTIMS "0 3F CPI CUTA'E] N PN 4. UIL aNGS I'PVNG A FI.GHI IL T~IREE 1-GREY A3~CVF LRADF 4kF qa9 rYP_caL _RgcED Wo~L ta__s ~NDr/IDI.a- _ "1'R PLAN ~ uclVECU4L IIDUSE bnsls . eEUUIREn Tn BF F~I~ PPED wlrH PN nurEMnn^ v=RINYLF_R SrsTEN COVER SHEET A:C YPCAI- 4S i-KING SC tiE DUI-E A§; E PNP uAR FPNCL :GP-[CNAL 1]D aN= S.p PANE'_) I ~MnL ~2qV MI T Vn_U~S FCR R]9=" W4L_, 4Y? iY~ I!A6.' BEVY ?4G FI A "4L C'_LA T._VS °ANLP_ I\`EX LL LIaG SEE d-s„ £Cx S~\~JW LL4J, SL ='A. ~1~M9LK. '-0I]GLL NLN3LR / NPME SCLSNI:: LLSIGN CA "EllJk°. 'dINJ V~ ~;:!I°" PV? Silc LCCALCV SIIA_L 13L _JC4fEG LN I_AC'r iSU1V U.;4L LJJR PLAN OWP/RM/KEN 11/22/10 H 1 IJr. 1_Rnhlcnlwv -u~ ~uJU_n-'; l:N-15~69/NY ^~S Y II: ~E f_L_I1W.4U E_LYEVIS Lh C_Rllh :Cnl WV P U IRi ? UY rlG vAAIl A ~~_R<P -R:I '..?f ~ ACII IIr, M,- PRE PS f^I ?W^. ° ecl~ f. U SI~NA"~? HVLY THR Pff. TIHN CN A S:TC U'..II T 'fFMANFNT fN:N?ALf7N : : ~U >LNEU nVU MnNW nMIURECi J~TAI f n _ _ .~IIH N rt_NnLLr Rtc.7~Nl[En i . L _ ~ 1~ ~ ~ IIId II`,Jllli MI V7 Mp Me PRUNE RA~VFS TI NFGAR USL n0 ? - i:Tf MI'4I Ml]I7fL } I I . gl ~ - rros Rn _ I, ~ ~ : narE? uvF-~E $LrREinRY Pu%sunNl I ~ _ I~~ _ - - n~l r It ^f -I~F NnTrfNAI_ n-ustNn Ar.r Any ~ - ~ ~ ~ - - eT IE I ~ unV - LNIEN?ED ? ~E USED J NER THAN - ~ C u'~ncT'.,R~ Nis KwuwLEEr;t is ~uor I -1 V- ` I,. - ~ v nn nT rruNnnTmN I IL.~ - _ _ .._-1- - W I I-. I - a~ Psr sNnw DRIFT _nan IY ~ I - - - - _ ~ - - _ - _ ~ L~ - ~ _ , - y__ ~ _ I r. _ I . _ _ ~ >J I I I I I - W+WiQ Of~ O U 3 r; . i~ - n tD ~ _ ~ I ~ n ~ L I ~ _ ' - J _ - -J _ L U. ~ _ ~ _ ~ f IV!SI-EC FL'"_EIRy - - ~ ~ ~ ~ z > , Z W L ~ 1 Z i ? J U Z O CL Fa N ~ c ;~.°u BEE LAVER nE PsfIwLT~ - ~ - - - ~ o z ~ z Sn I~„RAI~? rELC _ ~ Q Q F- ~ _ 1 3 U' _ n _ U Q O v f ~ I _ ~ ~ g 3 ~ _ ~ O - - - _ ~ r ~ 2 o -l r~ i - m _ I I~ ~ F - - ~ - 1 a n - ~ ~ ~ 3 I _ ~ 3Y O3P fI\iS'-IE? L^f7R I I I 3 L_________________J ~'1 _a i~_ _ _ ~ I'~yl O D _ I IV S~E? LRP JE ~ L~ N N N N PORCH SAAB GARAGE DCGRS ~ ~ NIA, ~j~~_ I O N ~ v m AND I'DSiS - ?N-SITE BY ?THERS Hof-S[TF_ BY D THF~''~S /`(C, I)~ ~fi(N~ NYS DEPARTMENT OF STATE STAMP OF APPROVAL ~xP ~ dll_1r,4 C1 ~j ~;Q~~ z O` G~, `5}~ W~~ jzo 5~ y_ c0~ * ~ ~ ~ z x I . a Ls, H j rm ~~<"t?i a> a i I i iT v ¢Irll.; r1 ~ z fl ~ rc o ~ ~ ~ q~ ~g525p ~r 4 ~ ~_______________________________i -0,L S tJ~' Ry ~ Dry THESE ?I PNS HAVE SEEN EXTRACTE? FROM APPRUV E? I BUILDING SYSTEMS EI'LEO WITH THE Srm E. ~_______________________________r ~l Nem 'i0 THE BEST OF My SNGWLE?GE, BELIEF aN0 PROFESSIONAL JIIBGMENT ~ h ~ IS P VICLPTIGN ~F ARTICLE lay pF THE NEW YpRK STATE 08~~3~12 ~ 1. THIS FPC TORY MArvuFACTUREB Hp ME (FMH) PLAN HAS BEEN BERNEO FRCM EBU. PTIGU Lqw =CR P,c° PERS: N, UNLESS ACTING UNCER THE r`C~ O F~~ A SvSTEM SET pF FMH PLANS PREVIOUSLY gPPRpv E? HY BpS, aPPLICPTICN W C. N GF a L NSEO °3 =ESSII)NPL ENGINEER, ip gLTER ~1.. pO` Np. 41:58-02-9J4, MgNUFACTURER'S Np. MI168, `JHICH HAS NpT BEEN PPW NGS IN AiY WPV p =RANGE THE STRIICTURPL RESIGN O 0 . MpH[f IEB W ANY MPNNER. F v VT ow v ^E REVG THE SEPL CF AN ENGINEER IS _ N O Q PFJ. !+E P 'vG \Gn_ER SHALL PEPix HIS SEAL Tp 2_ THE ENERGr PoanoN of FMH PLPN HAS HEEN PREPAREB uswc CHAPTER LRPw ve v P vo PToN " PL rEREa Hr FGLLOwEp By ''VLTE' nCTI_q_ I I~~JSE YPY VARY ROM EL[VATION 5 OF NEW YpRK SigiE ENERGY CCNSERVPTIGN CGNSTRUCTIDN CpBE S S.:SA L_FE. _PE uF SUCH aLTERATipN. AND A SPECIFIC CENERGY Cp?E) ANp IS M FHLL CGMPLIPNCE wITN CHE ENERGY OCHE EESCRIP-IEN T~E e_rEPPTI]v. A1,- .n T p D < al ~ U _ LJ L ~ J it 1 42 PSF CNf7W D4IR I ?PD 19--~ ~ -i _ z CSJ 4_ j ~ ~ I _ - _ ~ _ (U I,1 __=s_ i ___:xcz-r-'._i_:.z-ram- _.i. _ _ i__- _`_.__l__. ` ___i. _L i_ y i_ i- i ~ _-i_ i __-.ice. ~ cv Q: ~ _ _ ~ _~_~-_~~_.-may. z vL'j ~ _ ~ lid I III ~ ~ - -r J p z p - 1 ~ _ 11-- ~u 30~ cn o II ~ - ~ ? C, ~ _ I I i _ L _ _ Z - _ . - - - r,, r - ~ w ^ z ~ FINISHED FLDrR z ~ 7 2 _ - - W .Y - _ C7 N g - 2 Y Y p I _ z _ o~~~ i ! o~ ~ I ~ ~ N C p 3 i - 1 _ ~ ~ 2 ` - _ - i p y ~ I~ p _ _ ~ Z r- a l p d 0 3 - ~ 33Y ~3 c •-WISHED FL~CR I I - _ _ _ - . - p II ~ _-L_ _ - _ FINISHED GRADE ~ ~ ~ N ru N_ R V~~ A Q ~ PJ ~ N \ ~ s~~ f }~U~f YY NYS DEPARTMENT OF STATE STAMP OF APPROVAL ..I a ~ I t a G k~ d~z d' a u~_ rr r1 ~ ~ ~ 5 In > II` z ~ > a ~ n ,'r~ ctl 'r w al` ~i,tt r~ rc S~; ~ ^ O , P,L C F ~l r----------------------------°-~ S N wz tih i THFsE rLPNS I-avF BEAN FxTRacT~D reoH PP~R']vEC i ?y C~j 0ry ~ BUILDING SYSTEMS FfI ED WLTH rHE STA SE ~ ~ L ...............................J ~ NC0 'TO THE BEST OF MY KNGWLEDGE, BELIED AND PROFESSIDNAL JUDGMENT OB~O3 ~I2 h S VIOLA PN GF 4RT! 5 ~ -n OEW TURK ST4iE ~ ~ 1. 'HIS FACTORY MANUFACTURE? HOME ffMH) PLAN HAS BEEN ?ERIVE? FROM L A EN aW R PNY Pc S V V SS A VG v'ER '.F ~ ~ C CN f A ~ EFSEO FROF S VPL EN vE R AL. ¢ Om` A SYSTEM SEt OE FMH PLANS PREVIOUSLY APPROVE? 9T ?pS, APPLICRT[ON »G. Mt168-02-0)4, MANUFACTURER'S NO. M1t6& WHICH HAS NGi BEEN r ~ AwNGS N ANV WAr FANG "-E S ~ AL Sm MODIFIE? ]N ANT MANNER. ~ N Vi ~F A RAWI~ BEARIV ~E L F Aq AG!b 1$ A HE PL R v VGINEER S PL AFe x IS AL ~ ~ Z rE RAW N6 uli u0 AciM RE? 9 F L CvE 3v N? E'~ Q(_. ~ ~O z, THE ENERGY PoRnoN GF FMH PLAN BAs BEEN PREPARED ~scNG cHAPrER ~ UA_ HOUJE MAY V4KY ~ ~I.]M -LEVA?_ON `~~O@ 5 OF NEW vGRK STarE ENERGY CONSERVATION CONSTRUCTION CODE -S S ANA r~RE -I D4TE .;F S CH a_ RAT•OV ANB 4 SP _5[S ~~y <ENERGY CO?E) AND IS IN NLL COMPLIANCE WILH THE ENERGY CGDE --~~R 'i:OV ,ter PL cRP ION 1 I R1 ~~':~_59/~'Y T lJ o .n z nl - ~ v> I ~ . . _ ~ Y \ C _ ~ q ~ ~ / \ 7 W I° ~ ~ ~ Y ~ 9 I~ W 1 I'Sh SWW U~II I Lt]nU ~ ~ ~ ~ - - - ~ ~ W I~ I _ Y x0 1~ ~ ~ I _ - _ ' w W - _ - f-l _~i. 1_.. II i _ ~__.._i- _ 41 CJ ' ~___-~...._._a_-i - V \ 1 z ~ If) _ - _ _ _ _ ~ J O C O L~ ' - F- 3 U - - . ~ n2 PSF SNOU CRIFI WA9 IJ 11 I 1 - 1 _ U ~1) ~ _ - - Iri DLUALE LAYER L'F ASPHALT J 7 f ~1S IEJ FL..OR I SATURATE? FELT Z ) ry _ . -]D L.J r r, 2 . - ~ Z ~ o G q N F ~ Z Y Y p _ _ - - ~ f/7 _ ~ ~ Z ~ 3 (',l ~ _ Lu v I i~ p 3 - _ ~ j 2 0 I ' - p h _ 3 I F~. \1S'~E9_LCOR ~ 3 33 Yioi3 a ' ~ _ A ~ ~ I I i I I:NISI ~E? CRADE ' ~ o ~I~ FORCH SLAB a ~ N m » 4~D POSTS ° ~ el~~~ m~ ~ N- S I T~ Y ? T H F R S NYS DEPARTMENT OF STATE STAMP OF APPROVAL ~ f ~ ' ~ a u _;',q,~j' 51LL?h{ ~ v ai~lz I ~ I~ ~ fi ~ r t~9fi25tY ti I v~ 1 THESE FL4NS HAVE AEEN Ex TRACT=D FROM AP=ROVED 1 QF ~~L y ~ ro ry C ~I 1 AUILSING SYSTEMS FILEC WITH !LE STATC. 1 'i~ `+Ym L ...............................J - 'T? THE BEST OE My xNOULEDGE, BELIEF AND PROFESSIONAL Jo OGMENT ~\{4 ? T 4 V .P LiY CF ARTICL ~ J F V W r]4{ J~ATE v 1. THIS FACTORY MANUFACTURED HOME ffMHJ PLAN HAS BEEN DERIVED FROM JCAi GV LPW R VY 2 V V SS 4C ING V R O ~ A SvSTEm SET OF FMN PLANS aREVIOUSLY APPROVED BY DGS, APPLICATIDN CN OF 4 V ] S ~]VAi V N z _ OB~O3~12 NO. m1168 ?2 ?J4, MANUFACtURER'S NO. MI168. WHICH HAS NOT SEEN 4WI\GS i Nv W v AV S 4 C a c:r_N ~ V ~ MODIFIED IN ANT MANNER. V V. [ A 4PWV~ B A2 Vv Sc4 N ~V G:V _R ' aL eE D, '..E L Ea IuE A _ AF ,x S SEa _ _ _ 2. LHE ENERGY PORi1GN OF FMH PLAN HAS BEEN PREPARED USING CHAPTER E 4 W NG / T A bA'1 4 ED B ] ~ W p =r NO L'~ A~ UAL ~ ~OIrS~ M<?Y VARY TR'~M ELFA~ATION 5 OF NEW vORK STATE ENERGY VONSERVATIIIN CONSTRUCTION CD?E '-S ~GNA'UR_ i-c AL EdA'IEN, A4D A PECIFC ~ t~ _ ZC (ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE ~-"''F'I-N -r 4AT__V~ ~1~~' I T n ~ al _ - i ~ « ~ a r_ ~ rY ~ w 1 -~_-L __i. Z Y 1 - _ h' ~ ~ i 1 ~e IJ i=Sr V W ]Rli ! L_AD _ Z CU ~ N it ...J - Z Z ~ (Y II ~ R: - - ~ R _ i _ _ Z ~ ~ ~ C] L ~ -1?- ~ - V 2 0 Q FIF L- _ m I' N =B =SF 1VJW ?H!FI L A7 ~ - - - - a _ ~ Q QI L. I U' v If) _ '[II. BI F 14Yr-R ?F 4SPHAI T - - - - y~~ ~ r ~ATURA TE? F._T ~ _ _ r~ q W Z ~ - - - ~ 2 - q N E 2 Y Y p _ _ _ - _ _ o S U I Z c - ~ V ~ H y 0 2' ""'i - ~ ~ Q c I ® I ~ ~ - - o I - _ _LC, 2~2 y 2 ~ ~~0 3~~ 3 ¢ 3 3,Y ~~3 0 FiN1SV-E? FLCaR ~T ,D Q - -~I - V IVISHED CRA9E ~ ~ - - _ a~ rt~ v r~ ~ ?ARCH SLOB ~ ~ _~o C ~ AML' °OSTS RIGHT SIDE ELEVATION ° N m m GN-S[i~ ~Y ?THFRS ~ ~ ~ NYS DEPARTMENT OF STATE STAMP OF APPROVAL ' ~ - ~ ,c?~$ 311Ct. w ~ ~ jla ~ z 1 i. #N ~ ~ ~ > a W !F p- ~Y:1 ~ s~ rc d yk~ 5 iI 02 ~ r `t ~ ~ r----------------------°----___ 2y~ 1 THESc PLPNS HAVE BEEN EXTRACTED F2O~M PPaROV EO V ~ C~~~.i Fy ~/'j ~ry V BUILDI'vG SYS iE~1S FILED 'wflH `~%E STATE V ~ ~ hyo [`~~1 a 'TO THE BEST UP MY KNUWLEpGE, BELIEF AN? PROFESSIONAL UUDGMENi A v:GLA IpN RiICLE Po F NEW R< STA~ 1. THIS FACTORY MANUFAC iURE? RUNE 6MPJ PLaN HAS BEEN ?ERNED FROM U Pi ]Y Low FUR PNY PERSON \L SS 4 eG \CER T OB~~3~1Z ~W ~ jm` A SYSTEM SET pF FMH PLANS PREVIOUSLY APPROVE? 3Y DOS, APPLICATION P CN EF I 4 E PRCPESS CVPL EV IM1 FR, ? PL ER U\ NO. M1168 02-p]P, MANUFACTURER'S NO. M1168, WHICH HPS NOT BEEN T AW NCS IV AN JAY AM1[ i RL URAL S 6N MU?6IE? IN ANY MANNER. R V 4T I A WIM1 ~ BE R VG _ ] Pu v IV R S ~ V E 1E 4 R NG NG M1E P n x S S A_ 2. THE ENERGY PGRTION OF FMH oLgN HAS 9EEN PREPARE? USING CHAPTER FE R w u6 vi H a nC A* V a RE? ]WE~ Y ~1-'TE' Ai.~TU/L I_ ILU`)~ VIPY UA~<Y i ?]i~ _L[~/p _QN I`~,~~, 5 OP NEW YURK STA iE ENERGY CONSERVATION CCNSTRUC iION CppE I \PL R ?P~ ] C i 4P ^N' P 4PE - ~~4 tENERGY CODE> AN? IS fN NLL COMPLIANCE wITH iME ENERGY C?DE _ SC2,P !CV - _i ERA T:]v. ~/I A14 -----------------------------ter- ----~r---------'-------------~ INRId /ilk'C II• rvP PrANr N II ~nrr ~ I [)N i`-~'L(i/NY u ~?011. kF I .1F V1~1 ~.I.G1 II- `F `d y. KK n!- II JnI L ~ IIKS, n .NE I'.., I If ~ Iv II SL:. 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PG. 3B) JI 2 `I J NAPR IIt,IY_R PALLHEAGER n 'I I ` W C Z ~ V_~ 'n,- :a I 6'-D' x 34'-D' I s a a [;I _l ' 'ORC*I OVERHANG ~ ~ w ~ ¢ w ~ i ~ ~ I W a l o I r ~ c 1RE :UiREO WINDOW OP RATING 1 ~ I oZ ICO4NER ZL'NE: 49 1 1INTFRIDR ZONE: 40 I E4 C~ R-O IVSJLArIpN INSi 4LlEG IN BAIEMFNi VALLS ° ~'II Fy ~ mry THESE P AVS HAVL SEEN Ex lRAC1ED rR M APPROVED 1 19UiL DiNC SXSi EMS LED WIT-I THE S:4TE. I L_.o :N$u_grmN v$rauEG w__?ERSnE ]F sT_iRS.J ~ L.. .J ~ O yyb U -V~ 3 S~ CF My <NUW E L i! nN PR. r:. VnL JJ GCM VT li IS n VIULAIIUN pF gKTICLE 14i IIF :HE N!V YI]RH STATE ~ 1 ~.IS 19 RT MAVUF ACi RFU FYE ( HJ N IAS B V G~2N I RpM I GUCn IIUN LAW IIIR nNY I'I K}UN IINLFSS Af i1NG ANGER THE ~ ~ ~ Q~` A S°S' M l i ^ ruH PI PNS Pv' VIELSLV YI REVC? Gv ]lS, APPL Fq 9:N UIRECiII1N OF A LIIENSE? I RI IFE ,IUNAL LNGINEER. IU M-iER ' MII58 J2 C)a +qV VnC ILRERS S~ IEB J-1_-I qS V]T ]1:~V IIIF GRAWINGS IN ANY WAV f? IIIANI]E THE iTRIJC iURAL IIE SIGN ~ w® IF? 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V~' _ ~'V L________________ - ATE, ~ ~BATF dL nNU BATH 32 F]R N~N-SIT-N 1 'Tp THE BEST OF MY KNOWLEDGE, BELIEF ANp PRGFESSIpNPL JJDGMENT ~ _ 1 ~ ~ ryyO S A VIGLAT N PR VL_E 195 OF THE NEW YpRK STATE IF.?I]R C~VERINGS 1. TH6 FPC iGRY MPNUFACTURED HDME (FMH) PLAN HAS BEEN DERIVED FR?M U 4LCN '_AW F]R PV RERSCN, UNLESS ACTING UNDER THE J ~ Cin A SYSTEM SET OF FMH PLANS PREVIOUSLY gPPRGVEp BY DGS, APPLICATIDN C REC 4rN CF __LVSE? =PCFESSI?NAL ENGINEER, T? ALiER r-~-------~---~--~-~-- ~ O Rah ]RPVINGS V 4VY WPV T] CHPNGE THE STRUC iURAL ?ESIGN 1 R - ~_4 , ~I Np. N1168-02-pJ4, MPNUPAC iURER'S Np. M1168, WHICH 4AS NOT BEEN _UI TPN '~]TE NOpIFIED M ANY nPNNER, V VT 9 nF. wry iEPRNG THE ScAL ?F PN ENGINEER IS I {q',_L TLL7~~ CE\/ERIIV I.S ET EE G \ I - I ~ ~~4t r a TI-E PL.. Pv. _w.vEER SHqu AFFix HIS SEAL rG I C /iDED EY 3JiLD~R, T'i[''ECCRE ? iS 1 ryaZ z. rHE ENERCr PeaTmN GF FMH PLAN HA$ BEEN PREPARED u$ING CHgPTER I-IS ~va:~~ w H Pc<° 4LTFJSJ-HA a~rR RgTioN qGO LO~sPEEBYIG 1 T:iE uIiILDERS RESFGNSIEILIT" I ] DE~ti TIC Y PNY 2LSJI!?=MEN ~ S TIC Pf'EX j ~ "24 s GF NEw rGRK STATE ENERGr EGNSERVgnoN EGmsTRUCrmN coDE "Et;oTUV ? L,EaP.lpv- 1 `'GMES FICR RPISI~VG ?ENRS, LA3_NETS. Ei ~ FR_LR TL .:~hS ~~2UCTICty. 1 ~ <&uERGY CODE) ANp IS IN FULL CGMPL[ANCE ./ITH THE ENERGY CDDE L~~~~~~___~_~~____ __________________________________J N~ S L I MW CLASS[(' r/ ND'CWS EY PI_~;EM c 9/L2 S CRAY RP? CR <7i]F CYS'.rH ? 15" J~. 3 EXT CLE BC~`B la E CRC~M T? BE C`') 1 1/?"x9 1/4" NL :S-C. 1. I'~'G S.a) 4. I I A.,, .f,I ITC''11 I ;:AI N.NC ~ I I_a IIIE IEE_wlrn, ~ I MA'V fl'".; it?IC I o.i; 1 MAIiV WAI' '.I11'~'~ Y 1 ~J ~O-. I - M41V ~I_W~cK 1 'v7 } rt ~ o rY r_ ~ I I u v I I Z Y IyJ I U J j ~ W i = w A ~FI ' 2lnEi :I - - - ~ } »i aSl _ - j' S _ I _ _ _ •I I I I u ~ ? ~ VY FI , ~ ! ~~I- FFI~? I I ~ J '.I~ - 6! I - ~ ~ ~ ~V _ III t -y - i I iiCO Bill ~ II I ~ ,III DE MILK ( e P III ! ~I~ - ~ ~ ~ II I Stl W (-I III- I 3 ~ z`'' z ~ c~ ~ iiL-- ~ I tt ~ I IL` - `v1F ~ II / \J Ie I ~ vP ~1 ~o~ Z ~ I I-.- _ I---- ~ -~~r-' / ~ ~ 3 I I . Z u / , ~l III i ~I~ ~~f ~ ,'J ~ I ! C CRSPS W/ -e' ~ TLS _ isL - IM1RT_o__ . I J ,,FI I! r ~ c~ 7 Z o e_ E I IsIAI q n' ~ I c- ~ - m ~ ~ ~}C ~j ~ Y ~ z o I'. it I ml li I Q r- 7 - 3 nJ ~ i ~ 2 a N~ I ' C .AFF I 1 ",I,I ~ ~ T ~ p ° cu i_ I ~ Y ~ w, L ~ ~ t = m ~I I li ~z i ~ nA Og8a9Q tG~ Z q 2'.~ a 4 ~ 3~ 3 _ i i t - ~ CA'P' C 3 i 3 Y o 3 n , I I I - -J O ' T'cesoaTU r-ae=oetu ~I S~ I ~ 08~03~12 ~ ~ ~ ~ ~ 4~ 4~ I F ~ ~ ~ ~ ~ LLC_. J'YL7YS - - - ~SS3 I ¢ ~ m '~.m ~ - W/ 8' C^il S - _ _ _ ~4;nEi O NIA v `Dvi m I - ~ cFl 11 NYS DEPARTMENT OF STATE STAMP OF APPROVAL f ~ _ a o, J I fig aka > i- I i U IK J 1?~ ti- F Jj d ~ 4 Il 2 it - I j to y 4 2> a rc I- > a I i I~ a'rt Y 2.i~ _____________________________________________________I_____________~ o I I aZ r--------------------------------- <F zoos NEC vpres ? Y~ h I 1 ARC FAULT UREAKERS RF:]UTRED tN a_L FAMILY RppMS, UINING RGUMS, '_:VIVG RCCMS PPRL CRS, l-I BRARIES. LENS, BE pRCCMS, ~ FC ~ 4N THESE PLAN$ HAVE HE_N EX tPAC TED F'<pM AP~'RO VE? I I S'JNRppMS, RECREA tICN RCCNS, CLpSETS, HALLWAYS FCYERS CR I HI)I'. DING SVS TEMS FI~E? WITH i-E STATE I I SIMILAR RppMS OR AREAS I [y ~q L ...............................J I I hQry e. TAMPER RESISifiVT ( R 14E EPTACLLS REOUIREU i-RU-CUi 'i? THE DI SI tIF MY KNIIWLEfIGE. D1:LIEF AND PkIIGE. SIGNAL ilillGMENt I ~ E EV` RE FGME, VLESS VOTED piFFRWISE JN trE PLAN. ~ yy\ S 4 vli; A I]u ~ko L 5 ~F -.t u W Loy t-qT_ 13 ALL UALLCNIES, CECKS ANU ?ERCH_S ( OVER c0 SG. R. > Cif I. IIgS FAC TORY MANIIP AC iukFp VIONE (FM1D PI nN HAS IICV_N DERI VI:U I PI IM nT ]N nW 12 VY SCM1 .,CL ESS A VG \CE3 Li:~ I n I 0 41 p CCES\IBLE :4GM IYSIOE `4F pw. LUNG UNIT ARE REGUIREU Ip ~ \ ~~y 2! ALN Lf A ll'VSEC AI SSICNAL Eu IVE R ^ AL FR I'.-'nVE CVE JATERPRFGF ( W.P. J R. GI RECEPTPC~E Wli-TIN THE I ~I~ `1 `1` A SYSTEM SEi f1F FMH PLANS PNf: VIpUSLT AYPRpVED DT I1pS, APP~I[q III1N L W:R S IV nVY Vqv -P\FO- - S z C'l;znL fSCN I I ~I a?. nme D?-014, MANUFA[TbRER'S Nn. MII6©. vn u'la IaS Nut IIEEN 'ERIMF, R OE TI+E BAL' v TCZ CR 'CRCH ~ 031 nG DIF TED Irv ANY MnNNER ~ \T u" I nw eG BI AR VC I F stn F Au \6 \FER iS I q I N k FA D-Y S',1. LL --5 AR. REGLIREU 'p 3F PRCVICEU 1 ry pZ nl .!F 4NC 2nCU StiP__ A K S SEn~ IL I w1 TH V._ WP LK. R_~cpTAC E P_CESSIBLE WL.ILE StgN'JING I ~O~ 2. THI. ENERGY PORiIIJN pF FMH PL nN HAS BEEN PREPARE I] USING LYAPIf R gWIkC F P V,i4T Y 4 _RE~ 3 EWE.. JY I PT GRPBE LEVEL Lu[A TEC A MAX. pF u -6' AH']VE G2AJE AT I A0. 5 OF NEW TURK STgTE FNI RGY NNlFR Vn tION fpN$i RUCTION CI IDF S SIBAA ILK! ~ to F IF S _ti PL IIYA ..N, AD n SPESIF!L _ ~F NERGY CODE) nN0 IS IN NIL ~OMPL InNCF WITH Tit IERSY CIIpE 'TL~F-L'V '£2q ]V I '"E FRONT CVO REAR ?F °nEl~ nWELIVG OMIT I ~A L_________________________________J \ Nr__J L AL CUING SPAC-S AR- ARC-~ AUL P2CTEC CD CGNI~I~ATiON -YP= 3, S - 'JOB ^lEC NCT-S PB7VE 4, ~1 7 i)N-1~c69/N" ,I; 1 0.> I I Il n Y r ] rL F- 4. _ I ) lu' ,•nnnlu II Z lil S I n: - I J i W _ _ _ - - _ _ _ - U i' r7 ~ a 441oe-u • - ' ' ~ nl B IN CEILIVG ~ I- Q 1 ~u RnooN PuM o~ ~ Z RJ V7 ~ J I, ~ I j I _ z nI Q it ~ IV _ iV O ~ I I z rn n, I ; I ,ICS i - - - - - - - - o I ' - ~ I r- H2O Ili I ~ SD 1 ~ o r. I ~ wm< o~ ~~~lllj I t3 ~ I _ ~JL i cc ~ o ~ ` r, (Z _ ~ tz. I I: S 3 4 N AI r.,. iuo (n ~ _ _ _ ~ I Z /_'1~ _ _ - _ _I SD ~ _ ~ ~ _ ~ L I ICI U IfSI C ~ _ SO ~ C: ~ C1 ~ ~ J ~ L, r I _ t- - ~ I I .IRE I I ~ I - / ~ ~ N `f, ¢ ~ ~ ~ r.lY i, t ~ Ell I d Zo II~~fnB? J _.sll ~ S(l .z Y Q F LI 3 .l: s.A II ~ - I' ~ - ~ li I%~ Sri ~.I1 ~ ~ r iy,~~,e i < 'F o cC ~ I ~ _ ~ I ~ 1 tyke s ~ ~ ~ i L~ .p ~y~ ~ 2 ~ y', asz5 ~ I ~ - ~ °A a° °~p ~ m ~ ~I I I s I ~J 3 3Y ol3c ' I 08~03~12 ~ I ~ ? ti~~ ~~~ti ~ FFI cc ~ ~ ~I~ _ e~ In I s -3~ooaTU T :u ' ° In s 33ooB u I ~ - _ N \j9 1!C. GK(7PS ~H-7 - -'Iv `D l~lni ~ ' ' NYS DEPARTMENT OF STATE STAMP OF APPROVAL ~ ^ fi a z z'. ~ s u - z' o v`. ' U ~ ~ ¢ p ~iim alc F W ~ Z 2i~ u'. o I W Q°~ Y ,y Yw (y K O2 Q~ r----------- ----------1 ~ 1 ~ooe N L NOTES a b eRC FAL T 3REAKE3S REDL'13ED IN ALL FAVf_v RCCMS, GIVING 1 Nq ~ ~~~----~-~---~~"-----1 ~ ROOMS, LIVING RCCMS PARLORS, LIBRARIES, ]ENS 3ELREOMS, ~ ?y ~ 0ry '::^ESE P AVS F1PVE a EN : kTRAC TED r R M APPRp VE7 1 I SUNK?OMS 4ECREAT ?N RCCMS, CLOSETS, -nLL WAYS, F7"ERS ER I C" L DJiLD_NG SVS Tt M$ FILET `AI H fllt STeT 1 S ILAR RO]MS ]R nR AS '`mil - .J ~ TgMPER RE i$TANi ( T.R. REC PTAR-S RE U RE? HRL'-0Ui ~ ~ Nye C '~E ST T. N• <vCW C- e ? PCF SS hAL ~ - =V- I iH. ''=NTIRE HCwE, IN SS NCPE? (°9FRWiSE CN TH '._AN. ~ O R ~ ~ li IS A vIDLATIGN ]F ARTICLE 145 DF 'HE NEW tpRN STATE 3 4''_ 3a L'ONIFS, ]E LS ANp Pp RC HES ( JVkR 0 [1 ) i 4t V q Rv MANUF C ''-,ac ( y~ LaN ~aS e V ?IV p RCM EDUCA iICN LAW FCR anY PERSCµ UNLESS ACTING CNDER THE I AL..ESS L FREM :NSIC HE ]WEL NG '..V:T ARE Rc vUIREL i7 ~ ~ o ~ ST M S T Cr FMH PLaSS REVICJS Y qP RpvE? ECS, o ]v IDRECiIGN CF A LICENSED PRCFESSICNAL ENGINEER, iC ALiER I HgVE ?NF WATERPRCC < a ~ I R CF -CER Tq CLE W:TLIN LIIF I e -:52 ) ~eN~ PC T_R_3 S v SE. W~¢:~ -aS v]i B -v THE DRAWINGS M ANV vAV TU rHgNGE THE STRUCTURAL DESIGN I PE R!NE iER ]F '~I 3P pNY, I: F.CK R P 2CH. I ~ ~ ~ (i - A ER INTENT. IF a DRAWING BEARING THE SEAL CF qN ENGINEER 6 I I ~ Y ~ O ~ ~ §eER 13 gMIL° ?wE .NOS ARE R ]Un L i? E PR`?:]EJ a~TERED. tHE ALTERING ENGINEER SHALL APPix HIS SEAL T? I ?NE / P. ' FFI REC?"gCLr aC _S$.3L RHI Si AN D:NG ~ E~ ~ .v LAV AS n R S n.- _ oP'ER I I TtiE DRAWING 'WITH A NDTATIDN' aL iEREO BY FOLLOWED BY AT _RA ]t EVEL LCCA =J 4 MAx. H 6' ABNV RAG' Af .r v W CP< ~ Tr q v ,;vS Rv Ar N CAS R L v E HIS SIGNATURE, THE DATE CF SUCH ALTERATtGN, AND A SPECIFIC I - Vc GY 'J AVD IL N L ~ NL_ 4I F - p DESCRIPTION ?F THE ALTERAT[pN. HE FRGNT ANG BEAR EPC1+ ]W LNC- 'JNLf L_________________________________J h S I y \ 1, AL_~ L.IV_NC ~ A' =S P~~= AR(. J' PROTEC--. 17 ~~M3IV4(:C:~ TY°- 2 S ' -J08 V ~ I~~~ES ~BOV~ 3 C - - E-JN~I,~- nM rP-nwi~ults ~~P I:,Er r„ III:Ir= LA_r ^-'EX I JMES ~dt_ NU'~ AI'I,_'I mY L1AC_L1 Y (:Nr(IO/NYC C° I C,~~f]IISIC:L;-" I I _PII;CPR[S- I Fa.A'JA-Lfd; .r) ,H'- z - ti+ T • ~ I ~ p - ~ _y _ w p w I ~ - ~ I [ ~ LY J I I ~ a.~no I _ ~ ~ _ ~ / yr I , ~,t. rot q I _ Z Z J,I' r ~ w~,,. )o0 4 t I' z v ' I•~ sact4ga _ _ '-g 1 u~ n y_o. Ci O w _w 4 ~ naeDN I _ _ _ _ _ GnDlaea_ _ _ '.~~slnDlaRa - _ _ ~ I 1 ~ Q o _ _ _ _ T I ~ _ - IusP - ~ r ca m N r I _ I' ' p ~I I ~ .ne ,PLF)J T T_ _____l ISTnU1 a12J (b ~ ~ o I I )USN IU/ UN I I}pI] Z (U e.. > N _ rc>~ n> rc> I ~ II I I I ° _ _ I I 2x6 SPF N2 I I ~ I 4 < I ~ I I rnms Ibsa2N1 I I a I I _ I I I I i I I I I I u _ I ~ I I I ~ j _ - - I I I I V~ z i I A~ II I usP Iw oN i i Z m In I I I LJ) Pxb SPF N2 I I ~ ~ I I SICDS 6552 V Y o ti I ( I I o ~ N) 0 I ~ I I I U O ~ V W ' - ~ i ~ fL iv ~ II U yti~ ~ I I I I Z _ I \ ~ `P~I I I F I I ~ ~ in C~ Q Z CJ 1 n I. ~ V r I 25 L O _ - ~ L ~ I I 2 C i~ I ~ 2JS5 IL. ~ ~.~Jig. 3 3/a' I I ~ I I ~ _ ~ V z I Z ~ I "'9 ~ IYH~ChL ~ ~ ~ ~uvExcavnTEO AREA- I I ~ Z G I I /'2 3/1' ~ J~^. S, I I ~ ~ I I ,y LL3 ~ ~ I I I i ~ L i~ v; Q - I L- o > F' tL I I~ I I - (I) csP Tm aN I I Q ~ h z ' - ~ - I I; o o ~ <s _.L I (a) z.6 sPi N2 I I ~ w z z a I I, ~ t¢zes ~ I I I Z ~ ~ _ r 'W ~ SIGUS 65}p Z OIL Y a J v , ) . 'L. l 19p I L 1.4 O I L ~ ~ J ~ <G L L I I I ~ ~ ~-Ia FI `l N~. E_IJ iE3 lazss TL. I I ~ I I - ~ ~4' W/ STE I f,!IL i,MN 84as ~L I I (i I I O _ U Y ~ ~ °G"I I IV4o 'L I I nl ~ I I Q C ~ ~ -J 3 _ _J i j \ I I i j U Q? ~ (r rr I 2 ~ N~ I I I I ~ I I I 1.3,1 II i ~ I I I ~ 3 0 ' I I I ~ 4J ?x L0 SYP AI E'_OCR GIRDER ~ ~ L-- _---J I ~ ~ r~ ' ~ I I ~ ?.C. nX. FLOGR L nll 'dNLY (SLi. 1 W. 1A.lU) ~ I C l J I ~ 6 tD 'C. MAX 11]TAL ?AD WLY cSE T. I. `G lA.<) ~ ~ b5~__w J y. I i L ..J ('J asp I'L/ i srnpt4Rd usP usP 2~ a ON (3) 2x6 I 4441N S;MI4RJ OTApt 4RJ 3 ~ ~ ~ Y 3 ~ 3 ~ I ~.RDER SPL:RS MUST BE C'CA TED WER COLUMNS Si'i {/2 I I 3 3 q 3 c~ ' I' LSP 400?N 4441N Q I I STU05 ~ ISTAp14RJ I OC I (eaa2B) ~~I 14a.IlE aie• =1 I ' 13 I v I--- 8' M~NIMLM LCNCRE~"E W4LLS j - 3L _ ~ ~ O ~ ~ 'i, uSP I. _ I D .1 0' ~ ~ ~ ~~~N ~ I~I ^ P I() 5'npt 4RJ I T NYS DEPARTMENT OF STATE STAMP OF APPROVAL 4aeoN li I ~hil \/11J~-~~~f~ I sl ~ ~ zl_ ~ I I W f~~ j z c v,',~ J~ ~OIV I~ ~ ~ j ~ aw a ni, W acc rc al r- oZ O \ ~ 1 THESE PLANS HAVE BECN Ex T3ACT:=D F2CM gP'ROVE? I \ I HUIJIVG SYS LEMS FILEll Wf LH I-.E STA iE. I n L ...............................J ~ O yy4 Tp THE BEST OF My KNOWLEDGE 9ELIEF AND PROFESSIONAL Jup GMENT I A v~GLA I V E RT F F v w Re S ATE WCEo 1. THIS FACTORY MANUFAC iURE? HOME (FMH) PLAN HAS BEEN DERIVED FRpM ATI V _4W F R PYY orgS Y, N S P I1G N' ER T. E ~ O~` A SYSTEM SEi pF FMH PLANS PREVIOUSLY gPPRUVED BY DDS. APPLICATION ~ GN F P L NS D '2S SS \PL EV INE R 0 PL ER Np. Mll68-02-p74, MANUFACTURER'S N0. MlI6B, WHICH HAS NOT DEEN RPV~YGS N V WPV N 1PV F S R PL ES .:N MGDIFIE? [N ANY MANNER. ~ V VT _ PWLN 3 4R N S 4 AN vGIN R S P J c aL ¢ NC VCt YL 2 S PLL A x 6 S 4~ ~ ~ 2. THE ENERGY PpRTIGN OF PMH PLAN HAS BEEN PREPARED L'SPlG CHAPTER PW Yu W Ti A VG A'I N A'~ L. WrG 5 OF VEW vpRK STATE ENERGY CGNSER VAT:UN CONSTRUCTION CUDE S S VA ,R E qi ~ PL_2P v cup SPFC-!C H CENERGY CGDE) AND IS IN FULL CGMPLIPNCE WITH iFE ENERGY CUDE ----dR:CN ~F ? _ _ _dA LN. ?TES 6 MAX ~N HI.< LOLT SPA'~IN `;'-7" ;4'-.)„ SAX IN A~tiEAS ~,?HERE WINE VELOC?i" ~ rDR ACc1 -_=N \F='~,f2MP IJ\ SEE YPIC~L ,J~.,IJ?A"I_N Sk~W:\C, X15 15 .E -H:S S. - [S R _R EXCE` i~S .UO MPI- j PEKIMF EP YA[I ATTA -IE7 Tfl ~IL_ W 1 'S„+ Noll S AT 5' ?C 7 NiNP,'SWS f R VENTS Ci~\STAU_EC CY '.TH~=RS) AKE 2ECUIRE7 I'7 P2U V'CF. l/IS`7 G~ ~_-f72 i. 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I LL.NELI,a =6. 4Lr p~]~.]~rpEN.IL, q w ~z - a„ r. ~ . - _ rpa aL E OrSprVYS LqR 1'aJ' wIL3 IN CNO ~ / L~ O ~ y 0_rCN S'UOS GR•Ix [9 vER Sr ~ C U ~ A ao~rw 4L• c ro rLVm Lr vrts a u ~ q N ~ - I SL I,',I9G CONNFCTIONS~e•MAFN ti 2 ~v I I HOUSE Y p - c - o uu 1/J NV r.rm. vzu 1. 4~Nr vu swim sax 4Lr v,]• mExas epz 06 i F P- . .e u.ox rw »r En J uul ~ I ueq ^ Ic EL Ila E a. 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Eno Or U J ~ Q ~ ~ ~ (G c w d z o:~ a s O~ f38g25~ m .4, ~ ~ P'~'/ ...LL nr ~meecnox m u o m~.o~ r. ] 4ER 4 rER ~ ~ > ~ 2 > ~I ¢ ~ - ~ N .rRR„S ~~LEp m I , xKE vYL CLNxECr M ]:5 LB eB.e• ° e a.3 S.Vp .Y Q ~ i ~ a I 1 .'.5'.206• SiRN III C ]1'.25' x91Li LPI_IFT ~GKNECTIGNS EXTERIOR WALL MAIN 4OUSE _ s]az v ema ioa x•n NL4 5]4ucL:R.L Ewwnm -xo ar z.' a~` ]z, ^c. - NYS DEPARTMENT OF STATE STAMP OF APPROVAL ~ Z ' p a 08/03/12 ~ x] pL ~ ;I-'EnR wALL o EES E E IvrCR1aR y ° - VAIN HGJSE ] ] z rMR N'' •xa Eaxcniorv ] I zl s .ao =Lr ms ~ ~ ~ h IS ~ LELEE LY ~ ~ry L E] ' z o v ~ulw ^ i ooR o m E x vsL I sa ~.zs~ SHE4IHINC NNF IIcNS \ O Ny<m L x p ,.94 L E i W ~~n p L no ~I r ~ c.nxs~ o' ~ ~ ~e 4 ° ]]2 Lr e] 1 CLL VLLE I S~Fn BLp[xEC~ IPL F' ~NNECT[ONS EX E OR WALL GARAGE vs14. .NL aE4 I z ° ~ ./z os.~x J ~ o~` IyL SE S E ~ V L .m.Lr e- `z c6E b ~ n0p L a .4 i . ~ F N , 4 E IC rv. e.x fw•4 vp , IE, I-^ IC ]5a E E I 4 a NI s~EA~ „/A .NO i L o - .WRAC L S ~ mER..a _ ~ v LLV L E]eE c -.,orv* 99 ,`r ac. zl s"ER .a.~E_~ ,L. rLO~+ s.nr c I ..e. os ..zLOacm E ° N:NL :N ] NE _ ow+ -0 1 o z r zrn „r I ~ UUL] LP COLLMN GNU ~T'CNS Er "E z oN xEpa u• •.Lµ Lp "Ir~ mr ~x.L.o` ~ - r _ _ _ I ` _ a_ Eo .4.c rv= o w 4ovs ,.r x. 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NAN .I[1<,SE LJ ~ 1 / ~ ~ / EV r - ~ Z ~ O ~ I _ ~IVIMM SaLI[E lm vK9C SPLICCS s9C KLOVEY ~ ~ [V Z 1J nY :LM ~iPLGCVCY SPnCIxG li i ~ ° 4~] V P - _ _ _ _ SIOEV 4LS ] Le ~ vlrn SPLIC[S nX aUV3 S .ILS ~ O J J P, v e - - I a~ i L ~ L ~ ] L .E.[ ~L~E,E.rE Q ~ r- ~ ' 3 :~o o ~ ~ SLI?INO CpNNECT[pNS a>z ~ ~ Z I~ y U ~ ~ ~ am: ovx~w PL.rE 2 ~ ~ N d ~v I ~ c rriv. rsa o r - s ~ a' nil S-o lans• -p ~:e• - ~ eorrw o s 'us ~ ] xe ~ i i 3 ' °zB• ° a °z16-~• ~F jV~i~, ao iw [ a ~ m . rLr v.ns a o uc ~ m rq N _ - an'o~ ~ S_IL[NG CONNECTIONS MAIN HOCSE ~ ~ ' ° ' ~ ! sxnarvrw L ~cEC'LS' as xr our.], rmx.us a cc r2oNT _ ~ ~~,~i~r r=~~~ =ate l~xa~ w+ucecno~ w.~ •=u.. LSe ~ ~ ;~3 ~ ~~3 0~ I _ Z r' ~sm~. - - - - - - ' <f "niErvvvrLme E.vvv.LLasa 3 s a I ^ i ~ :7 ~ !ll P xsn.R s o L I I n~ ' i, tl} E ii N N N N N _ - :-~N+~EE`0xE aw La 'i .a z Rvs ~ P~ ~1 mo a x .c ss L ra.P i ~ In ti ~ ~ ~ ~ 1 t)~ ~A825O ti ~ ~ In m p,4 GN SIiE RppF C'.;NNECTIGNS MAIN u,CUSE v S t ~ R pLC [MHECr:p. 2 aLr So SRY-rl°E Lii.ls oa £ J I - Q J :6 Cn~E 6 Sla.=r Z i. f r ? c_eRECnox =L: LsP sram-r¢LLSnu . az, No a.nc ~ f w ~ j z o' C ' zr [ a E~ cv Lr na.Pr U ~ tt ¢ o ~ y ~ ii V 08/03/12 -0 ^[cmacniol .]o L. li oor.]~.,[[v.us [a a.rrE. y ~ ~ ~ aj .KE^V4L covx[rnu. .m La =e.r scaevs m[o , s =Ea nuo ~ a w ¢ w I j i' 2 s~,e o. sram aurzs~ ne~LS i rt - rr w a ~ r_ NYS DEPARTMENT OF STATE STAMP OF APPROVAL ~ Z 0 4'~Lr raC `Z+h R~ ~ mry ~HEATNINC C NN IIr NS _ C Lf T NN il. NS F% fP.pR WALL MA'N H U~ ~r•EAR Wn L -CS R,=vrv[..x „c. ose ~ N°~ n¢a;ca ' O R•6 SE AIN r{pLSE iu[na LRE°. 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' • Ei ~ [ EL° rvn.L=uG ROVi wLL5 S'MFix[p i _ LI 0 S [I L r _ _ _ _ i~ C'am' _ 1 11 1?~~V-'c~~59/NY T ~ o i. ~ ~ O (Y n~ ~ C7 V L U O` LJ 1 W Fa t Y vO _ U r7 > ~ J q ~O~ N~yV z ci° a r ~ WlLttn~~ ~~`9 ~ i 1 ' -;r , ~ w 1 r Rl ~ ~u~ 1 ! ~q~'~ \ N m i t Y iS " ( ~i 11~ to S} u' i W ~ ~ ' Z t u.«.:.~~ J 2 'r C q l~ - m a O Jn NP'4 h o v i ~^i ~ ~ ~ c° Z ! ~ ~9 08/03/12 .u ' ~ ~UAF` ifs !n r ? ~ L / a\ z~ea RAFTER DESIGN AND CONNECTIONS HAVE BEEN z w EXTRACTED FROM APPROVED PLANS AND CALCULATIONS w ~ z 1 2-12a' ~ ~ z L' N E / _ _ ON FILE WITH THE STATE. ~ - t~~___ -b.6# _ ~ Y Y O ~ 6 SPF aA (/J O L ~ O ~ ~ a _ 9 3 9/1<• ~ Q 3 vo LCd NALS W11H I ~ W o Q' _ o ~ 97% A?I+ESSIV~ CI7V FRAM ~ ~ ~,P ~ - ~ L~ U VI i 3 v 249» a. ~ i,d F- 2i i c'+~ Q 3~3 Y~o~,3 0~ a j - sq q ~ i F s~. I ~n y~ I NY J N Lim! N ~ A A~ ~ ~I d M Q I\ f^' M N~ T RI ~ ~ 2) MIOx3' TOg ~ O ti ~ Q~.o ~ W nlj~~~ OF SHEATHING 30?H S.?E -SCREWS @ KVEE NYS DEPARTMENT OF STATE STAMP OF APPROVAL ~ WALL LGCATIONS J~ J ¢ ~ W[fH tld NAILS L 3' ?t ~ i ~ z _ In'-6' w f u a z~ F w ZIP; 1i2 . 1 J L] 1~ ~ Q /Y _ _ I _ I'i'i I it ~ ' r;a rcE-NAn_E? may'„ xla SPE ae _ ~ I a, ~ r 10' ( ) 16^a A Lt ~ -?OWS / 5 COWMNS R..= 27?ai Rv=L275q oZ I Ru=-1112k o I oPoRT BOTH SI?ES 13'-8 1/2' Pv=886a 11 ~3'-8 12' ~ I~ W/ 80'/. AllHESNE COVERAGE m 2T-S' ' -1 c^ Y ~Y N~ ^C my ~~I~ ~y1 F~q om~ A00 n~y OA VG 1 W1NU 4SCC 0 !p vPH H JG; ~ PL1\~ C L 36°~F BCLL '4F F A ~[pPy -XP C. T P IOP_~. S 2 C 2AL w cHE~`iNC SPAQtvG~ oc t ,/FRS G4R1 C NP ~7WE eAD -C L ti FR?OR ci) Z]tvF M ?RC G ? 8Ci V~ 90oRJ IRF~TLY AP L{D ~ f. I L 27 s= ~ L PSC 7 ~ ~F ( R7CM1 i] SNOW) L oR TIES ~ 4 L7AG-' C7tv4 A' M D POINT WITH 2> T~ 7L 7 Fs F~ Alt[ 3v ~X I I d '6'1] I I d VA.LS 12 R G ] CF L V 95PRU U R,=,"LY APrI _EC dC LL .,0 ~ 3-KOOF J=Si(~ ~Vi.W I_IJA? 1A~ iF4V RF_~I;Cz? -R S_LI?'~ -,f„ TI ~JNd PL4VCLC SVLW LO^LS -AVL ?EEV IJNSi J'_rt ED 7 psf IGS ,ROSS AS GE-V J-S_GVEU LR I T _6».3 LO^C C_M3LVAILOAS (N '~~,~,:~~~/f~Y ~1 r ~ ~ o.il z ru r/; CL 4; " Y LY (U - 17 Y ~ ~ ~U u ~ ~ L ~ Y `U ~ C i ~ i > ,u ' z (U ~ ~ ~n ^1 ~ %7 nJ 4i ii c~ CON ] ~ Q ~ ~`-CON 1 A z ~ o_ I U Y O L P ~'UU W ~ n J ^ ` ~ ~ \ r1' SOU ` r LON ~Q~ ~ ~ ~ z U J Ill G~ ' =xb SPF t2 ~ Z ~ 6i - ~ 2 / L I/6' _ ~ ~ q~ ~ N E ON .S F V F- 2 v Y A 4 ~ W o c 1.2 r nllltA © Q F-~o 3r` CON ~{!1 \ ~te r( G7~j~t" J ~ f, ~o ~ ,i , z"'a 2 z ~ N a a ~ ~ yyC> ,ip' w ° ~c.'. ;1 t~~ f~_ ~ 1, z j 2 tD " m m u,i n J ~ pry ti 0 \ ry 1 1 ~ ~ o~ i .o ~Jq Q J F~p~ 3 3~3~Y o 3~ _ O 08/03/12 ti~ti w~`_" N I CON SA;_ ~ti~ ~ F ~ C~~ Q ~ ~~f~] ~ O ti ~ i v ~ ~ Q ~~N ~ 7 ~ NYS DEPARTMENT OF STATE STAMP OF APPROVAL s ~ _ J Q U' I -CON 4B exio tvP n> >Fio sP~ ue ° w ~ CON .SB _ - CON SC au i` ¢ W a ~i i w a ,3 T-y 1/2' ~ ~ rKV-~~8 ~o Ru=-314 I<v=44i Rv=611 Rv=~27 ?u--31? ~y C~j m°ry w O ~ oa~ ~V~ n``0~ n!~ -'~_04]ING - L WINS ASC ~ 0 90 M H h d0; 3R4[,iVG ~L 36?SF >r PL 3APSF iaiEG RY I7' EXP C, _HURD S R CTUR4t ,~pp„ SHEoT. NG SP~ 15 Nd~RS Gn3 E ND GN n1~ L C t!ER 7R i ZONE 3 T LM Q URll 1GID C L1V ~QAR~ 7[R.C ~LV n PI ;.D ~ i IC LL p-f.2 L PSut ~ ~ 2 5 uepLNU ~Ow; ~_LnR DIES x4 _ON~[r il1NPL A +110 PG1N~ ,/I ti q~ rr ~ ~,5. ra ~av x r; i ec roue _d Non s o~ Rra~u .Fr rur anaRO r,~e,,i_~ nPai_[e~ ~ I_ L "1__ r,~F ~ ~ R ?F fl~-Sf N .,NSW L..nL II~S JELV ~L:;UCEO I _R SLLI't =r o i ~ ~ ~ ur.ea~n~c ~ sN w ~_nu -nv. atE~ ~ Ns.E~Ell Q ~ , o'` ~ 's -R:.e +oe ar'N ~~,m~~~Fn r a _,r ~.ecs~ ~_nn~ rnu>3tNan-.Ns QN-15269/NY z ~ _o ~ USP LSTAIS USP LSTAI5 F x ~ OR EQUIVALENT 131'X3" NAILS JY"O C. ®8" O.C. OR EQUIVALENT U (3).131'X3" NAILS .131"x3" NNLS ®B"o.Q Q ~ Z 4 p Z Z y p 2 U U p f-+ ~ 2 ~ W y ~ ~-I ~ ¢ a Z CU ~ q I u DETAIL_ 1 ~ ~ ,o DETAIL 1A DETAIL 2A (RIDGE BOARD TO RIDGE BOA_RDZ DETAIL 2 ~ N ~ (ON SITE] (RIDGE BOARD TO RAFTER. TOP CHORDI (CONNECTION ACROSS FLIP JOINT] (FLIP STRINGER TO TOP CHORDZ Z y - _ - p is U aot~i pq ~a (3).t]1"x3"NAllS ~ y4~ ~ ~ USP LT`NII (0)1.5'X18 GA ~ (fi).131'k3" NAI OR EQUIVALENT STAPLES EACH SIDE (~j FROM GUSSET TO ]/i6"OSB GUSSET Z ^ RAFTER AND GUSSET TO (1) EACH 510E U 1.5"X20Gq STRAP CEILING JOIST OF RAFTER U H w/ O) 0.131'9(].5" ~ ~ NAILS EACH ENO } q W Z _ _ W d.ZC.7 A } ~ f H Q oF7p ~N-. 7 H W DETAIL 3 W ° v7i ; ~ ¢ o v3 g N 0_ (COLT AR TIE TO TOP cHnRrn DETAIL 4A DETAIL 48 - y R o (KNEE WALL TO RAFTED (KNEE WALL TO BOTTOM CHORDI DETAIL 5A ~ q N (RAFTER TO CEILING JOIST) USP RT]A OR a (3).131"x3"NAILS EQUIVALENT ~ q Q J,~~..,1,t'y~ ~ a v I' ~~r' ,3iLt<ty Ca~ v] / E'J/J~ C'S °~,i\\ r d~ t,O t \ i i J J u 2 ~ ~1 4 ±i?a ~ ui e ~ a a Z ~ _ ~ e ~ c y~ F > > ~ o DETAIL SB DETAIL SC i ~ rn a ~ ~ 4 ~ ~ a a {CEILING JOIST TO WALLS TER TO RAIL) ``~OA ~~9fi25~ ~~L? 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I. j I !3 ~r{ ~ J 7 V s 3 n ~ roaH wAL' s-un w/ I~ ~ 1 t-,~ m ~ ~ o c` c° rv o r~) 0.131'x3 i~ I ,1;;) s. ~ ~ :no a Viii I CGYAiI-S ~ '~'Il `i S O, 30° O ar o ~ inSrEN r'AF'ER lu ~ ~ b ?~J825t1 ~2 ~ ~ ~q i~ ~ P'ATF w/ P) I~ A P~ a ~ ~ o iBl•=9• -~.EVA?~S Q N i ~ ~I ~ II. S a ' ~ ~ ~nwz ASTEN RAF fER III r a ~ a -DBL FLOOR JO1SF UNDER 3 ~ ~'A 3 ~ 3 ' IFF;METF_R w/ ',SP RT7A I I I I - ~-I-r- EACH OORMFR SIDE WALL o ~o~ I Ili 3 a o 3 0 u v^ i _ ~I II 08/03/12 0 N,M1 N' II i o I V ~ N ._IN j 5'-D• " ~ ~ ~ n ~ ' III O rv v v ~ vm 3'-8 1/2' '-9' (STUD f I I ? o UID~ r - NYS DEPARTMENT OF .'TATS .,DAMP 0 - F APPROVAL ' 4'-11 !2' (L1PENING IN ~ F) £,v ~ ~I.a ° ' a; z - ~1 f .J 2 Z C O ~ rn i - AST=N DU?OM -LA fE TO- ~ w d~_ ~ L ?'JDLE FL07R J??ST w/ ~n ~ ~ iBz3' SCREWS 8' ~ w a x~w r rc o Z ~1 o CP) IISP RS;50 S-RAPS FROM ~kIPLE RAFTER SECCND ~ ~ ~ ~ STORY SUPPORT STGDS ~ ~ ~C ~ my n ryym h `d~°n Om` ~~Z ~ V ~ n~~ ~j 01.14 1,~1 0 1~ ~n• ~ r Iv I_~ rY ~ ~ ~ 1~ z ~ _ fY u = IJ Y ~D IY_ ~ ci U ~ ~ Q W ¢ z JuUBL_ 2z8 SPF N2 Z (U ~ 'n RArTra EAr,H SICF ' OF nURMER UPENMG Y ~ 1 ~ ~ q ~ II ~ y ~ _ n_-n Ine ~ ~ li _ 6 la In6. -i ~ ~ y o~ ~~I ~~V I a _ I_ 4. - 1'-a 13 I/a' 6't ~ iJ ~ o E~ i 2 I ~ ~ IliP M AI FRUM CNPMFR _ I ~ Iv ~+q ~ ~ ~ ~ ~ ~EAULK I~ llORMER f~IRDLR VA 1 II fp ~9 J5'' R1/A IRUM „ORMER ~ y O 0 ~ <AF-ER O SIDE WALL 4 Sf F H2 ~ _ _ c- -T- U - USP JJS24 HANGER ~RnM~ ~ - - - - - - ~ - - - U - ~ =ASTON RAFTER ?L IFS > CULL^R 'LE IU JL'R'^ER bEADCR \ II i III IUGE LHLR / C3) Rl7WS ~F O ~ - III ;1'.31' x 3 NATLS ~ 12' ' ~ W Z nGGERED = _ ~z> 1 • x ~ ./a• uL ~Q~~ c~iEEfh ~ ~ ~ H s FASTEN "FIRMER REAPER ELKS I 'ca A ER w/ .rz~ Po.~s a7r I 'I I I ~~~I 'III 1~~~~~tJ ~ o ~ ~ Y i 7' N II . _ °_C. STAGG~RFD I I'T ~ 2 ~L * ~ H ~ u (U i III ~t «::~1 ~ ¢ ~ r- ~ 3 t'- p1?~1 ~ V _ M Q I A. FN PI ATE I C3~ J o ~ ~ ' EALH WALL S IUll~ w/ ~~j~ fti zI_..<, tA/ O ~ '/i o ~ :1131'x3' I I i III ~ TOENAILS th ~ ~ 3 0 III' I I I B6c5 r`v - - A ~ ASTe.N RAFT 2 ER TO L _ v1 m II P °LAr_ w/ ~z1 ~ ~ S N 7171•x3' -EtAIIS _ m FASTEN RAFTER TO I I'~I - - III DBI_ FLOOR JO[ST UNDER ~ ~ ~ ° 3 ~ ~ 3 PERiME TER x/ USP RI7A III, ,III EACH nERMER SIDE WALL .y, 3 3 a 3 a 08/03/12 a I I I i L! ~ ~~h N NN 1 I' 4 3 1 0 ¢ \ \ \ ~ ~ I ~ m ~~N O NIA ~ vJ U. D T-A 1./'_' ~-4_ 9' cSTU?. TI7 STUn) NYS DEPARTMENT OF STATE STAMP OF APPROVAL f P _ J a'-1! V2' :EPENTNG IN E) - ~ a > I ~ W f~ u j z o~ II U J r~ a p~ 5 a ~TAS'EN BUTTON ?LATE TpJ F ~~a Z a > ¢ ~I = :iOUBLE FLOCIR JOIST w/ a j ~ a k9x3' SCREWS a O.C. w d'` T. 02 O <a, _ RS150 STRAPS FROM TRIPLE eAFTER -o sEnonln ~ sroRr s'JPPHRT Bruns ~ ~avj ~N m ry~~ ~V~ oa~ °~y ~ ~~2 ~O~ ~~4 I ~'~11~ (~N-15~69/N" ~(;I I~ } ~ ~ ,Y :r n T rY , ~ w L7 S ~ u y D U U ~ ~ EY z ~ I 1 ~ fL c~ i ~ CD V Z . ~ z p ~ ~U~ W OQ 2 ~ h ~ ~OV q ~ ti 3 Z L; ~ ni L` (-7 In r_~ > a w -~z Z ) r ~ L W ~ z ~`i o N $ C 2 Y Y q (/7 q SUJ 2~ Q ~ F- ~ !-1 3 ~ U ~ H O CL V ~ ~ Z Li. U Q A O U 2 E N fi ti FnS iEN RM~ I? EACH PORCH RoF TER w/(4) l1.131'v 3' VAILS O 2 q ~ 'A$~..N RF1L iL EACH W~LL~ I ~`.JO CU~SET q I ~ i CTUD w/(~; 0.13 x3' SAEIS, ~ W/(5) 131'x15 NAllS T? ~ a IUEll DR SCE VA:LE? ~A R & (5) 13!'x15' 3 3 VAI S 4NEE WAIL 3 3 3 Y o 3 0 i v ~I rwo c~sSET til~py ~ a w/ 5~ .31'.7. ~A;a ~ .SSG RoETre s, cs~ 3t x ~ ~ =~)~tty ' f~ M[N. 2x6 R41LS 2 4 ~3 ~NA1LS 117 CE!L1VG J~7iS i~ LOA `~y ~ ~ ~ i xt SPF #2 ~ ~ n~1S ~L t ¢ ~ ~ ° ii ni NI `t ~ `}`'~o.i .I q N v_~Q ~i~~~ r t 'I ~ ~ } a~ NYS DEPARTAfENT OF STATE STA.VP OF APPROVAL f f j i - 'xa SPF V2 L'.'. `,~~r} ! ~CU . 1--_ _7 1/Y ¢ w d~z ox~~`~a sl_ / 10 ~~Q '78E250 tU.~ a v rASi EN LEDGE2 f0 EFlCI-J ~ a ~ a > ry >Q ~ J 2A: CR w/(4) 0.131'x3' NoILS, -MEN 'x6 LE CGtR ~F ~ ~E.ti w a w i c ( FoSTEN LE?GER TD py_ ~JS~ RT7g2RLM ~ ~ I1 ~ ~ 21 C~_G PERIMETER w/ .131'x3' CLG ,.01ST '0 -F4D=R 08/03/12 e~. Nq "A~ \ Roy V ~i o0~ tiOo n0~ ~4a ~l._ ; FASTEN VALLEY PLATE TO MAIN ROOF W/ o ~ (3) #8x3" SCREWS THRU PLATE TO EACH u ~ INTERSECTING MAIN ROOF RAFTER ~ > ~ . <x r~ [Y z L~ FASTEN EACH VALLEY RAFTER TO S Y ~r~ PLATE W/(3) #8x3" TOE SCREWS ~ S k _ _ r' n tl/16 ~ ~ U ~ ~ ~ U ~ ~ ~ V2' 3 / i/16 ~ ~ ~ w a r r r i a ~ ~ 'r - ' / ~ A / 0 9 L ,~i~e~'S3h ~ ~ ~ ~ it V q W 6 ~ ~ / ~ / ~ ~z I ~~II I I ~ ~ i / ~ ~ z ~ ~ ~ I ~ ~ ~ ~ ° ~ ~ rAF~ .USE USP RT7A v ~ -+~~i I II~ ~ ~ ° r 1 oc> FROM RAFTER ~ ~ ~ i TO CLG i i I I Z / ~ U N, v, 1~ -Y~~ a ~ 'Z ,_x10 ~P~ P2 _ - ~ Z U O (1 Q V ~ r- ~ Y v O ~'i C7 ~ rUJ 2~t, I Q ¢ H » ~ /Y~~~ t" 1~~ ~ O Ci _ W V ~ ~ ~ i,y~Tj~ti- ~ i31(.~t,y ~O ~ a ~ o v C'' ~ 2 ~ [i .A? S r C `o ~ 3 7 t f .P ~ o I t o r 0. ~ j 2 r` `r~!Fi.. Q 5 h e] 2L ~ I iZ _...na`-~ 2 2 ~ ~~o a ~'a , ''z~t\ 3 3~Y ~~3~0 ~ z. ..t 'C Q ~ R O L P rJ N I m ' - v _ N - . N I ~ - V ~ ' F \ ~ I ~ J) N ~ NIA N Q \ ['1 ~ A N ~ m J) I oa/oa/i2 - NYS OEPAHTMENT OF STATE STAMP OF APPROVAL - £ c _ ~ f a > z i . w ]iz~o ~I.- _ ~ w al_ ~ ~-i~ x' y a u Ul 2 > a~jlQ ~I- i i wl ai~:~!w a,i x 1 - iY 5 I ./2 ~ 02 V a e P. i~ NA b ~Y ~ ~ry n yym 00 ~y ~ ~VZ n~0 ~1 "-7 • vrrouL ~ 4PCD 'SPACE RCSERVCO P[R THE STATE $TAW OP AOPAOVAL' vNCNAL CLIVPCD ISI vrlYNt cINF[U vTIp1AV '~PPCD I!I WBLE v ,-C PSO fvKP CloeuuL HI WBLE OP N®PCB CWICP WLL[ v gPPEB l,BRNCP wR[ v NIPPER C LS ILlgrl. IJ 12INIWr- xsnxqu. m Iznxwu Iql u?I z.a/1NNUO to RnzrMr, zs~lNxW. to pr.IN IS tizl fi IIY ~1 INIS :L[11U1 R P.~ / j vIRBW. NIP P~ ~rOp ~SSIDn4 R61r[ S ~ IMIALL[B OI-Slr[ I• ° IWT LCV[L MD f vrluuL HIP PO j` POTHER i ILO I I ~ A CLD DB ~B JI CU Y T T $ i O~ sb + -)I ~ = I ~j rtP oo b;~ ~o ~ rLY rLr 1 f L[~"YCL U IDI le d L) tl ICI r It N z 1 x ~NirEi l[CVOI~su n B e J U J U V U U U RAI•ILH SPLIT LEVEL s~Perw:aB nrrc-PArco WR[ Q i11iK0 COMP S N[ATN~ IICgADCO 1ppL 29/RlNW rR R/N.Nw Isl Q21 REauuElerlii"E-~-e'B[A[N W0.[ DI gMCpnCOU[I W vro~M ICON ST~IYpArl~xirgCy. IDCTD vIIRUL 41MCD - SID[ PCe BKILDG WIT 23/12 WDU ro 12/12 nwJ t!/I .MMID r0 IL/R Wpt, rRlvEgrU'IIC~P>EpB / A0.[ PI NR'RB CgND:R , Ip PCICrbiN)6 pr rq3 MEp f I DSIWE P[9NIp51ELL~O ~KM vTIO1K NIP P®r 1 ~ 2a/INgNI rp 12/121N.In 1if t rO PCI1CTPplIY4 AT INI: MCA ~ r J f~ 1 I S Y IoMAC• cw B[ sxlr y rEINNT SCYAlulrol VALL I v1roNL qP P~ ~AT Tqf S[PYIATD]I Caagq~~ NSI Sl[PC R R~ i WWI PAMI ~a n~ uP RrAAL ~ /~c~irt. nd~1L L~[ u~ Pri3. MI riw AAa / ~ rIBE Sf9. DCrens 1 Pri_1_A.1 r_HM_1 M) I '1 i I 1 I i ~ _ I F I flD ? I 1 1 1 I y 1 llG +I 1 1 I ~ 1 y I ~ I 1 I I I J I I 1 1 p I 1 io) I I 0 I - I 1 ~S~ I - j e I " r P 1. 1,~ I I I I IYYY I o $aq rLP ~ I I 1 I I I I I 1 I ( LwpWD 11 RP n ~ X I I 1 T O O I I ~ 1 I J o- ~ ~ I I 1 I 6 IBI Ile I!I 121 tl 1 I E:I-LEVEL ~ I; ~ 1 GENERAL IJCITE~ I: PGA, A~ ~ A; r _ ~ ~ 1 NY..W~1~1 L---• I .'P'i L SIDING SHOVN IS vl OTHER "IDING IS AVAIUBLEr OPTIONAL "VIIJYL-PERFECTION ~ Irt nD ~ I ~ ~TiT~V" SHINfiLES. HALF PpUND SHINGLE'a. RANDpM HAND SPLIT aNAKE_ ~ I + ~`~~^r 2 E%TEP.IOA LIGHT /DP, LIGHtS) 74 BE SHIPPED LOOSE FOR OIJ SITE INSTIILLATIDI2 RY I I BUILOEP i0 PPEVIRED BO% OR PIG-TAIV PIA.LVIPE•+1 PEG11PE0 PEP DpOR• 6BI lil lil II NN I I 3. S7UING FOR ENDS AHD BOTTOM ROV IS CHIPPED LOOSE FOP ON SITE ~ ~ J L____________________J IHANDRAILSI ~:TBmP~ISTA kL. fAJTTERS. UDLN SPdJTS, ANU iPLASH BLOCkC AFE TW? °TC]RY ?P TW(] ~_TC7PY UIJFLEY FURNISHED AND INSTALLED BY BUILDER IN ACCORDANLE VITH STALE 6 LOCAL EOUE- lal [xGBEEn Ro PMTr. S. ALL ELE'JAgONS ARC SHp VN VITH A 5/12 P.OOF PITT, H. SEE PppF SYSTEMS IINNr yp~ABArDr vW.L DETAILS FpR OTHER AVAILABLE ROOF: ®NOWL CLWP[B lil 1121 -c~N. IMf1YC illlS a P~ 1i;1 WnE v Nlr coNCP ~ ztt rIPC [P. oLUns >¢s MI rWx+ AxD ~ opnoNL alPPCO - 6. SHUTTERS. LROSS HEADS. DECORATIVE vINUOV PAIIELS. PYPpN PRpOUCTS. PHO VENTS zsnnpbn to IxnNNM, BARE u xn LVlgR ' ARE OPTIONAL DN ALL MODEL" f ~ zs/INgq m 12nNNU1 vrrout WP Wv 7. STORM DRAIN P.EOUIRED VHEN ONE RpOF PITf,HES iOVARU AIRITHEP 9A-ADB W [M SITE BY BUILDER) p-aalLVyTiy ~9. BASEMENT VINDpVS ARE OPTICRaL FOP MD xITE INSTALLATION BY BUILUEP VITH MINIMAL +IZE REUUIRENENTS AS PEk LIX:AL ISpVERNINr CODES a. ROOFS DESICIfJED AT 25. 10, 60, 9D. OR 100 PSE LIVE LOAD AS PEP LOCATION pF HOME IU. THE NUMBER pf VINDpVS VARIES ACCOP.DING TO EACH INDIV IOIIAL ROQL FLAM GRILLEL PA AnIM ` ARE IXrT[ONALI SRES, TrPES ANU STYLES MAY VARY SEE PGS. MI - AAB II. MASWRY VENEEP. OR OTHEP FpUN0AT10N PACING PURNISHELI INSTALLED ON SITE BY BUILDEP I[. iEAMIFNi1pN HEIGHT W ME IpL I:HIHNEi MILL bE AI A HII I, s'-0' Abp VF fHF" CLC ~I OrRVtt HIGHEST POINT VHEPE iHCY PASS 7MRUJGH THE kOOF LINE ANU A MIN. pF 2'-N' } HIGHER TWN ANY PORTIOIJ OP P BUILDING VliHlll l0'-U' •CHIMNEYS TO BE Q O 0 Q INS7ALLED ON SITE BY BUILDER: tD IN ATTIC 6 EIJCLOSCO RAFTER :PACE[. THE MINIHUM JEHTILATIHG AREA SHALL bE In40 OF THE AREA OF `PAr,E VENTILATED. EXrEPT 17 HAY BE REOLILED TD I/?VU Q ~ ~ ~ J IF AT LEAST 50% OF THE PNUIRCO VENTILATING AREA I"_ PROVIDED BY VENT` - TNd' PAAA' OP A7 LEAST J'-0' ABOVE EAVE DR fpRNILE VENTS VITH THE BALANCE ~ REUUIPEU - a` i; ~ Y PCRFIYT/ON vENTILATIOIJ PPOVIDED BY EAVE OP rpRNICE VENTi _ -~T/r~ IJ. VNCN A TVO STORY UNIT L ADJACENT TO A SINCAE :IUPT UNIT n.P i4p Sipvr ~P .`p MODEL VITH ATTACHED GARArE) THE SPM:IIIG OF THE TRUSS / RAREk Of THE INIGIP ttP lI~I/fL•J, lN~: .TOPY UIJIT SHALL DE =PALED ip SUPPpPi ADDITIONAL SNpV LOAD PPCM DRIF i1NG VHEPE T+R RRUTt Stt. YLODL[BURR, PA nsAt I CALCUIRTED IpERH¢¢[[T. EXTFENDING AVAI' FROM THE TVO STORY Ullli A DISIAIICE 'V' - ASCE -0: I (a>oJ-sm-tau ret (e>01 Y»-oleo I5. EXTERIOP. GEI RECEPTAL'LE VEAIHEP PRpOFEDI EE .-.TATE LOGE FpP LprAiIDH kEUUIPEME111 16. ELEVATIONS HOVN APE kIGHi SIDE. LEFT 'IOE ELEVATIONS ARE 'IMILAP 261 UDI HI (31 1x1 (II 17. PAT10 DOCRS ARE iTANOARU ACFOROING TO FLpOR PLAN SEE PG. n,R Ui IPLEX TYPICAL ELEVATIONS Ib. ALL DRAIN AND VAS iE VCNTS 1NALL iERMIt1ATE A MIN. ?P Ib' ABOVE THE POOF pP 6' ABOVE N• Dort DEm OvG ID THE ANTICIPATED SNOV ArrUMULATIpN. VHICHEVEP I° ,PF.Ai[P I swNN RNrx a•o A~AIUnL IN ervlEVa SP1 a LL aI. Auu Iw noe. lauu IrY. ALL OOOP TYPE' LHOVII APF pPi1pNA1 I DPP/OWP'%U: 11~?Z/f0 AG 191 151 'SPpFF RESERVED GDR THE SipTF STAND Q pPPRUVpL• i UI r___________-] 1101 191 , s~IwN ~ Iu1 I (sl lel ~ I I 191 I HI I ~ T____________ u. F 1 CLG / ~~I ~ ~ I i V I I I I - I -/121 I IIN \III~II I I I 1 LJ u I CLG I I I 0. 1 1 I ~ s[C INGIVINK r Gml HAtK - ~ ] I p r~ AtrlAU ru.IAxo ~Ino 2 q 21e[ EvP to cALCS. NAtENa , > ~ ~ rp1 PCiWL IMN CNITRLVCP I I 3 rLR `_EC P4 P11 r~fM-CS 1Np;k ~ It I 1 § I.____________ e I I as I I LNWW6 IPI - 1 IYI~ REAk ELEV. • tJ I! (~1 GWTMLC NIAIE BI-LE~/EL is el Fes: Tw[AKm.l~ru L°f~iR dip w: ~ v"cCOwIN, kAl"JCH/DUPLEX VCI~uL fLIPPCO r;t LS.IiMwt rY 12.IEUYY, GALE GII NV Cp11R:P • 9 LE/IEtNIW ip u/NIWO. I X91 ~91 3 ~ iNi] LCVCL IM1 / - ttG t ~ ! II 11 I '1 u V u 111. 191 Y II t II II - ~ ~ Ill II II - r P II IIb II - II •I I II CLG CLG II II ~ ~ 3 12,1 i I ® 121 11 -~~~-r I 1 p 1 I II ~ 1 1 I I I w a' I ~ II f II s i Ix) i~J I iq ~ / vta z Fr~Tr ii Y I ~ 17y Vc) nt ii r 1 I r P II I i ~r-----~ lil II ~rrlXlw~IP ~rLm I (il TWD STDRY ?R TWD ".TDRY DUPLEX ~DPT. 3 BDX WIDE UNITS} m[ RLTCP ro fAlu NIMML - PL 1 T LEVEL rm .troll NA.INGN u•mLLVn • stE w Aso ru cALC wxr PTIOIK [LIPPED GAeIL N xV COeEV 2J/12!nln. ro Iziti!we. tzl Ipr113ML LII•YCu ~~I , GABLC GR INP COeEP Iy111W LLINCO ~9 S r 2.3/12tMM tR IY INIW> weLC R NIP [OItSP O'r1Uwl NIP ela 2.F12VIM1 iG 6/12wy.- qr I.I Nr r ®IAPN IIII ~ J IL 161 / 191 IJ CLG it I fLG a O O J y 121 ~ [NGNQCP. rnw0 PMIh v ~ ~ ] X91 _ 21 4Ui NEq ~ _ e',~.11 Aa1PLMWp n rV ~ ~n Y ~ 9 d ,C .{~`Ya P i ~~]BS+n10'IDKRS>1~' _ Pd pIN[R . RI iol f!1 IpJ l!1 3 BDX WILE UI IIT~ IIN el ~ BDX WILE UNIT V i Doan} ,3 u n GENERAL NOTES , ~ ~ /ZPE'1' 1. SEE PAGE p2 POA ?ENEkpL NOTES. i? ? -till ? > ~ I~Ol~~S. l . VHElI UNITS APE JOINED 1pGETNEP i0 FDRH A DUDLEY OA NULTIPLC TINGLE FPNILY iOVNNOHE r , 7171 ROUTR EEE. MfRRLRRURC. fA IYIK IJ V N S. DOOPS LIGHT! pN0 PECCPT^_. VILL BE RELOL.piEU TO THE FPONi OP FCpk OF iNE VWI7S. A (6700 RE>-tJJA fAX (6701 lR>-RE80 3. 9'-6' CEILIIJG NEIGNTS VILL P,EDUIRC ERVC OVEkNRNfiS pNb RAFTER EMTENSIO[L' i0 BE SHIPPCD LOOSC Ilil lil list ?ul TYPICAL ELEVATIONS MID INSTALLED (nl-CITE BY BUILDER. UCE OE 5'-h' EEILIIIG HEIGHTS SHALL OEPCND ON pCIVpL (LOOP PE.AF' ELEV. ~ PLAN LAYOUT pN? vlll PEDUIRE p RRREP ROOF :'l iTCM ~ NAS, rLG. tRiT. POP A UIN7 VITH A III liJ 1zl pil ec oA¢ PC V. ovc uR i PRENpHUFgETUAED TAUS] PpOF :YTEN 'HALL uOT t3rEED a~-~• ~ PNIrN - el-LLVn - Nne~ PF_AF' ELE'~• A3 VIK axle :Ptu L v[ ORP 'DWA: %LN I I/22/1? ,wIpIM ~ 'SR+f.C PESERVCO rm THE SI+rC SiNP w +PPBMK' I ~ w. La+ilml x+r M. nnr -YRnm.L mmcR r-lyl/i I wnmRr rosTS n Klwo[a ~mms L vrN[WS wTImIK sxE[ YOIxfR Mo slsruT ~pras xor sxW« OI CITC 01101ML VIMWV OPTIONAL PDP.CH RDDF wi1m1I1 ooYCn ml.+no my r-r MN - xa-r NMI ' wnaRLL uv L¢+rml Mr vMr I-I 1-ti _ I _ _ _ _ _ RU'P OI LIfE Yr WLLBCP- iwR,iEi +"s+'•la°IiCVO~IriQo~ scc rIYE :P. Y'rtr+Y.: Ycx MI rxW +n ~r- DPTIDIJAL CAkPDRT CAPE RDDF ELEvATION .I 1 1 Ri. nR . ac +s5[INLr m SSE[ PG +19 ra un Emn[R RfVMYn15 1 I I Cllxlwi[ rwE SCPMIT®I IN I I Y~ c+Vln wi1mWL I I L_____ Oi1DML I l___________________\ 1 ~ 1 1 I t-~'~~ 1 ~ / 1 I iL I s I - _ I 1 1 I I ur. mu wl a ~y~I~.Y~wete r~m~~~ 'REM VI+L~ Irr11 Yf0. py~,yr~ 9Y MInCRI ~ r ml Sli[ [_®rlo+xL vmm]vs. tools ~ oPrrt[uL OPTIONAL WINGED GAELE w R+In, IMOfN- CWIN[[R iNIRY rMTr• r11MSEY AS M[WI1K0 RER~MpN[' SC[ rIRC SCG KINIS Rru. MI !MN M] _ w11mW _m ?PTIDIIAL GARAr,E •°+a'~ mws NIY vxlows "viu wR+oC ox z stun +la ~nIRCR _ YORNCr UV[ N+r :NWx ^VEILING IS NOi I. RMi pr IMIS MPM^VK p YC Cr1CIlYCY ( ~O R/QYO Dsrsun rwt rur o~ / II P~''.I' ...Y..nor GENEF'AL NDTE'~ HOAIBS. INC. 1. °EE PGS. p2 AND p3 TDH SENEVRL IN7i E'.. >I>t ROUTI 521. Y/aOLIHORL. PA 1>/It 2. GARAGES UIOEP p DVELLII IG UIIIT ID B/ TIPC Rp LEG lt>o) u>-taa[ rtx !z>Y/ u>-anR DN SIIE Br BIALDEP PEP LOCPL COOC I imisc uvc wr c msnr[Y I OPTIONAL ELEVATIONS ?F'TIDIJAL UDkMEf--' wEn I ^ I Rr am Rn ow to DRP/DWPIKLN 11/22/70 A4 lo'-B' 1M11 6fl'-11' ~r 1[ - ur-x• N1v IxRV 6p'-a w% ' 'f,^~! •SYK[ PCSCRVCD r¢P SL)C S1NP ¢r MPR¢VAL• wr R +DNII¢NK Pufx - rPLIVLI - pFhC% - lKC 1Y' 4• INRp µ'.P +11M1CD IOpIR[: wr ¢ ABNNOVK urKN[D 19a.LC MIII. I HP.. TENANT =EF'ApgTION VALL la'-D' rxw ar-p• la-p• iNnu u'-tr ~ ~'-I Hk. WALL'. IF INTERIUP LUT LINE SPLrt LcV[LS - rg ¢P Ls - rw slwr - OprLC%[s Snlr L[v[LS - 1•s ®ys - rw S)Wr - pppLG[s :[C KICRwit NIN L.Ydli3 VIINDVS wr C[ gRi1U U P+¢[ +5 SQ 191[ n 1 h__ __~ann.....iz____ FL IJ UJ Pwc+) I (j ELEV. I r-a xln r-tr mx 1I l'-O' xlx )'-a MIN. - 10' O' xlx - r~ ELEV. 1 1 / ~ °L0 ) xm .%y uIN tt¢ / - - DPl d119DRK tt¢ 1 i TRANS V RS kUUF nUPI EX Up TDIgNHp.~i' I I .I I ~ ~ ' ' DYT. 4Ix[DRK ttG - ~ 11 r o a:.ya~ 1, ALSO ow TWO srGRr r 1 ~ ~ 1CBPm11 11 E Ki[RIMT[ +rW1i 11 T I 1 KpROpN Y\ BEUkODM R2 BATH s w xx I I - DII. CArx[ K ttC '-Ixli vKL wr 1 I 11 Ux STWAQ 11 1 1 PC wItiLF 11 11 ns ~AIIxDRr II \ ! _ KITE. HEN I I • / . ' v ! I I ~ DIIIING RDON _ I I -14RV+rl i xVNPIU psnl 1 1 BEARING 11 ~ -Lr/xl , 11 1 I WALL.-. 4 i i p / 11 a¢ u~ sxr NRUC ~ ~ I I ~T____]i ~ i ? ~'-lros v+ti~,+r a wNtLD i~ ^ C; I I _ _ lvla[Ba+icD pml I I PLAN PLAN _ 1 1 i i i I ,IKL I I oPt vesxLR/ L1 vr. sT.ms w I Y Ir v)Ilpw, rr.¢o i i ' II \ ° \ 1 L _1J J ' ~ i~ 1 11 a1rCR 91[L LI I ' H,-_----~o - o , ~ I 1 _ _ 1 ~ I ____-r2______ _ __JI _ II L u N ~ ____________y.! 1 - 11 ! / I I ~0 ~I V1. VKl-L:[[ CK[S IxN1K INpL% , I o •t I 1 ~ . % I 1 t = _ ~J [LCMI SPNR - R¢ MJD 1 1 v 4 1 1 KpRm11 n ON 11 wl ~ : - ,1 w i i n q ii J ~ 1~ ~ UVINd RODN I 1 I-FiC11JR FIRE SEPARATION ' 11 1 U u ~ BCOROON aT ~ BEDROOM X3 ii 6 76 ~i i ii FUR 2-FgMiLY OWELLIIIGS I1 _ LS~~I y. ~ LARPmt 11 125 I-HpI1R FIRE SEPARATIONS 1 E_x L7~ a Ir li 1 rxrAD[ 11 FOP LOT LINEC OR iOWNHUUSES : II r 1 -rlvi VKr.-p 8 it ~ I I rxpu Pun Ir 11 1 1 N n¢ s1a cLOSn LounOR n BD__J`-_--J n ROOF TO BE P.ATED RACY. A' o n , 1 rl vYRRS K¢ vARr %eeunw 11 v1 a+1xEDRK n¢ ' I BOTH SIDE- FOA TOWN I S ' _ I I , I 11 noun p m nml nPn 1 ' 11 HO J E_ i i ~___i' it xlx ~ tt¢ ii ii ®C y .l i.• -~BI-LCVCL CNIP~ i ~ LI_______u.l vrrrrr )"tr x x )'-0• xRL I •L iN I u'-'• MIN i i ~ r_______ r_________Z____s IO'xlx . 1 _ `J - i~ I 1 ~ I 1 - ~ ¢PT, Pu1CN ~ I v y f i 1 Q 'ECOND FLOOF FNS t i_A e~ I i FLOOP ELEV. - - .o MASTEk FLOOP P AN I FLOUF ELE'/. Mqy 6E FLUSH ALL INDIVIWAL FLOOP. PLANS WILL BE KEYED FP.ON ~ THIS OKAYING AND BE AVgILABLE UPUN REQUEST THIS PLAN MAY 8E REVERSED IN EITHER DIRECTION IN PART. OR IN ITS ENTIRETY IMPORTANT NOTEr IA/LESS OTHEP,WISE SPECIFIED ON SPECIFIC FLOOR PLANS. ELEV. ALL FX~pIUR DIME e1ON AR TU BAR n FRghlh ANY E%TERIOAI 1 SHEATHING ON 4ALL WILL UVERHAIJG BEYOND THE FUIJNDATIUIJ. ONE HUDDLE MAY BE OMITTED-T i THIL LE /EL MAi bE- PUTATEU 9U DEGPEE= GENERAL NOTES 1. SEE PG. A7 FOp gDDIT10NAl NOTES AND IRFORIMTIWi. 2. DIMENSIONS SHDVN ARE SUGGESTED WILY, THEY MRY BE CHRNGED FW% APPROVAL, AS LONG AS CODE REDUIREMENTS ARE NET. E%ANPLE r IF tHE LENGTH OF A ROOM IS SHDF7ENED OF' INCPEASEU. TM VIUTN MAI NEED TD BE CHANC#D TD MEET HIM, 0. R, rODE FEOUIRENENTS ' PLAN urr.wL191A~ 3. g11ACNED GARA,ES SHALL BE CONPLC TELI $EPgRATEO FROM THE AUJq[[NT IIItEP.IOR ~ ~...RAwlr.rlR.,r~ SPACES AND THE ATTIC ApEA AS PEOUIPED PEP CODE. EE INDIVIDUAL PLODP PLANL THESE VHLL: hIAY BE FLUSH }-..}~..'D DZ`p,~Y FOR SPECIFIC FIRE Rq TED ASSEMBLY TO BE USED 1 _EE PGS. JI THRU <3 1. 0. GASKET OR VEATNERSTRIPPING qN0 INSULgiION. EQUIVALENT TO THE SLWPOIAI?ING 'UkFgf-ES. IS i0 BE INSTALLED uPW1 COYTLETION OF THE 'ET-UP OF iME HWIE AT CEILING gCCESC ANU / W! PULL-DOVN STAIRS ON SITE BY OTHERS. p•~~~~ \ EN611G[Y' iNIRp YMIIY~ 51-1 -axN ~ E¢~.P"^jjN~~{B~-IY TYPIf_AL STAIR NOTE _ ~T~-~~---- I ~ O Nlx 1 K rzIYNr r~~~~}~•~~(Br 1 X 1 1 1 I ~ :LIMMIw VKL 1]{ v'I r~pp' L ENCLOSEL SPACE UNDER 'TAIRS iD BE PROTCCTEO OIJ tHE ENCLOSED SIDE 1 ~ ~ ~ ~ - - 'x-I xr Ir urzRIR Lar ulc WITH MIN. i/B' GYPSUM BOARD. %I~ ~ YLrrlen. r a RMN r 1111 2. VERTICgL RISE DF STAIRS BETVEEN FLOOP.S OR LANDINGS TO BE UMIiE? lC~yi TO 12'-D'. _ 1- a 9 ~d ¢72AM7 yr w rIR[ Nrzp pus:: TYPICAL HANDRAIL NOTESI 1. SigIR$ DR STEPS MORE THAN f3i RISER"_ SHALL NpvE A HANDRAIL OP I I a IAP PpA'RA RAILING PARALLEL i0 7HE °TAIP .LOPE ON A7 LEAST I IONEi SIDE. I ~ ~ZPG.I•• PIdPIYT/Or 1 ~ ~ IF BOTH SIDES ARE WPEN, RAIUHO I$ REDUIREO ON BOTH S[OES OF THE itglRi Exnt wY nu5x ffO/N .S, C. 2. iOP URFACE OF HANDRAILS qND RAIL INfiS SMALL BE NOT LESS THAN 34" 0 )r>8 RBOTI 6aE. YIDDGAaUA¢. PA t>RAa NDP YIOPE THAtI 38' IN HEIGMi ABOVE THE rLWR OT TFCAD LEVEL ON "'-1'°I~na°', a.axrxl •uy- rNn \rvr, a TAIR RUNT. iNE HEIGHT HALL BE IKASUREO DIkECTLV ABOVE THE RISER FgCE. srRAlwi aDV soli Rw n-l ryn r rr. r (e>D) R¢>-tAaSA f/x (A>D/ RD>-DUD RAILING PARgLLEL 70 iME STRIP SLOPE WI A7 LEAST t !ONES SIDE. VIIOML R[+R cxm Y[CLSCWL>•LYL.SYIL[ CLEARANCE eETVEEN HANDRAIL' qND SUPPDRTIIY VgLL_ SHALL NOT BE I FLOOR PLAN MASTER LESS THAN I I/2' ~ er N¢ P.LV pvy r9 A DRP/DWP/KLN 11/22/10 h15 I) I 'SPµ:C PESERVEp EpR THE STATE STNIi pE APPRDVAL' I 1 VY aw_, L{I S[L Mrt n rM( qa ' r I xlr 511E M i iF su vv<x qle ra I Irr evv ~ ~ a}r]Iwr( knfH[a town twt r!m 41 nmr E,; V•• xn s too rRlgat I . r Olll Pnl r___T ~ n1rH[x txe rtm! ¢fr ro I~t<m • vpl 1Mb rm ~ :~iaciyg]rnrgwt i rgrq a art n aw.-. 112' !VV . rnl ma r_1_ _ _ _ r war rEm m rtmr rwu !mr ]Hn tmsf m an u ro r vrxr rRpl Ent .can to alr srm nuo r wv 11~~ ~ 1 .(r .MIrIOY RP AILn Iir fl¢r Olrl d4~n1µ1 rROI SQ MU¢ n rMIL al I RVC IM¢R rll(. VxpLrm SCf IOIC rf rAQ .i t J ~L Rr C fl ~ ro fn~e nv el vrRn _ ' 1 I rvv ~ r+ xw ~ / ~ k i saw r a} l Sbv ~ - I ~ ~ a ~ APPLIANCE 8 MECH. EuUIF LOCATION ~ mc¢wawHO Iinlyn 4 ;"I - 4 ¢ormin IIJ T1'P. CAFE AIID lST STORY OF kntHwnMC :if!fx ni c' STI]R1 CRAWL SF'Af_E MODEL` ;UrMI¢Hr I(! ¢q1r! I]I ?1 rN1f :1([rr .rw r(rN. LRI Ml[RHI SIµMI' ~ IxIS fML}1 ~ ti °.I~ axR ¢a cn n red ! _ I ~rp+l no y I 4([S. ro m'rm rLma II ~ ? ~r (rar dau ~ av ~ - _ - p - «rt a. M rn4 n¢a no ' -nvr Jrt m v, ffLr umaxf T no X61 LapRr ~pF'1 f10pk. - _ - - - ® A IK N. M. MW Mrta WLL © X/WDRIIIL$ (Ba ${T[ by O[ 111 M. Mn blfr Vyy T 1 _ BUILDCR. xwDRAR,S xpT ` UVYq PmI tlVMr: qml / ]ip/=POHIpT :Ta~IR VIOT ~ ] _ `K M40R n laa w 4 ~ M1~Ya~MS . PYyA~ aiYPlCl4) z urrax ¢ nv( v Dorm sHru I rt¢mr u ¢ fr¢®n Iw! w Y p ¢ .rrtrfa m ¢r1w ¢ I1RP@.. a i(uwtai ro ollromi u,•fnillnrl[~Rf~t ° ¢almRl rR f AFF & TWO T _rl M urn ® N RISER pRY IR RISER , xY O STAIRS r Inx rro pRrlaRll / r'ELaq .SSINR. ICrV¢H 1i ? L]I lr 1 IRII(YMM ' aY6LMa 4aif SIWL ¢ t]T L rL0¢ / (ELUfi Ati(nnr 61KM IfCC rW uC rm ¢rMl IVRLg6 W}f NWa K laT i RM rlmlr rWlly NM1 ¢ I CM1rYLVprP D•i1V14 rpltX 11m1 1 f(( ax6 Mr r¢ 41•RI amrLtm alrlL rm¢ LAxDIW [4N4[Vp[0 MI n'o W TW? FAMIL'f FLF PLAII TWp F MIL/ FLF FLAN i2ND STURY (]F DWELLING ?VER DWELLING! 1ST STCIRY pF WEILINfi ?VEP DWELLING! rA ga¢TmwIL rLP ]wets :CE 101C P? PqD[ 111 PED'0 U1KR Nla. VN@LpQL ' 1 by bW- 1 r Q I T.O~' j.k - -I I/3' VCNI BMrYIYrY ~YOI kR SIM i / S ((~x~~yS~ o1~U ~Ti ~1! Tim ' rpl 2ND rlP ~ M1M1Dp1 rLP IN1VIµ rrrcxErwmxG Rllpx _sxwLL EE wrnvao¢ r DPgm EE"~7 Kxn npalxc m m R{ rg2S M [ ela 10 1st rLR • Q 1 I SIrC ILL[ µJCFMTE rn04x LAxwr! u 1 YfV iH 1 ~ u ~ 1 VY OW CMGIIEFN }HMI IARTY~ rYmq x YT I q y rl Iq' l?gIX t____n___J 0 1 vuv 1R,¢P 6a ~W ~A ~ ~ ~ ~Atl~cWlMl.. V ON A _ d "'Frl ~Pe RINp O1RY11 i TYPICAL CRAWL FACE AMU 2ND ;TORY UUFIE( GENERAL NUTEC: ' FL[lOP FLAN (LIVIIIf, UNIT OVEF LIVINU UNIT, i I. fC[ P4 qJ r(D AOp11161µ IYIEL qN0 x4ryrNgilpx. / L o1MEx31pNi Sltlvx NK SWiGCSTE4 GLY. 1HCr Nar 9E LHNKEO rdf slPRpvK. AT LOrG ®,/fp C agsvLE Ir rrE LENGTH ¢ • Rmr I: 'NpRrMU av uKxACCO. INE vlDm Hq. qs moE REwIRExExrT qRC HEr ~ rm wurr Eat wrunuar, ra lrzaa XEEO r0 K ExgxfFD TO xECT xlµ SU fi. COUC PEVUIPCKN}$ I fanl an_aaaa ur lml na-atn gir1Y1[p ryygDCi SIW.L BC Cp11LElELI TCPgkgrEU rppl tNC RUJN.CIIi INiER16' sPgc(T PND rNC qmr qau As PEwlPCn PEP cG¢. •a nmlwwgL rLmP %.qN; FLOOR PLAN Mf1STER ror TP[EIEIE PIlC PAT[0 gSSCN¢Y t0 BC US[U r TCE PGS..1 ixRU I . GrSYLi m VCg1MRSTRIPPIIG YIU INS0.gilpl C¢4\'AE111 ip iNC 'IARp.NU111G `UKµC. IS t0 EC INf igILCO I1PpN fmlpLCi10N W ixC tE1-W Dr p( gflx[ qT f,ElLllll{ pCfCS. Cr' MIC. PCV~ pVD p qxD m HILL-oovx _u1R: w cnE rv mHCV:. ORP/DWP/KLN 11/22/10 A 6 I SrK[ r[:nv[p rm vu[ sTAw n YrROVr i v-Y wn w-u• as. Ms[Kxr w S1wK YK[ -o- xpL r w5. 2+ NppItRNR M1r AILIS SxIP lW5[ CL4 61P L6 !P w:0[ wlnR IVL, VNIRP~ K[[SS Ln i1M SNrr RWL KNt fPp! I Ir pw- !U a2 Mn rf xNr[ Nr lil ll ID V m nr nr/ 6. I yr rvv. IXIi VKl WI ~ .'-11' Nlx II'-6' \ R Wtm[ 11 4 Mw -51i SiW • Y V[Mr ~ /•L, VC rL(1 ?1 O Lw rY / S -r[w IN fV r mw rrw / 4 pppppw ~ tw t -r w m r[w I.. nr R i 3 z~r nmI / , 3 ~ i• I r rvv ~ xzp RWN ~ ~ 4 Y pvv Rwlm! n ,wn Y - i ~i~ Nncx[n mww rml I ; t ~ Q Lp - Swt1L~R f,^1 WIMP[[ ~ } - u ~u4 ~~i [tr. rrr9[ g . ; xnl. nmiw a w ~ _ sa rr0[s xw x• ~ xI - ~ sn[ Tu Q A ~ -yfe~ v S . * KKrrrz wrcxw urwrs ~ Y yr lar { tnn rOr9a[ L O I wtNna nP wrtnK i B - :uMLt ux[s tR eAp ru ~ ~y s¢ rxn Y 1s b XRL I~ML r~imvleue~A~Rt m Ip f KI[IIWI[MIx 4rOlr{/ M1y / I. pm tµ[ x -I 1/Y FIV ~ ? ~ ~ ~ ~O , LILw[ vra~.L:~ p Y w aivJ 1 y mr LWU CU Prv n rw nP 0 3 } Koss IR zw smM nun 4 t i sc[ PxY Y rw ~ S xM L~ @1NWL [CwIWN IfYC~ ~ I K[PWI[ MM L11wr2 ~ w rW-/! 111/YYY / ~ M1i[ rYZ Y ~1. fwiC w rmr Yw6T S1pIrRf! 2 SrR ~ T ~ . p R' S[Yrm! n R[~I Y ' fIT :THING ~fxKr • ~ LY Wl L Lnp fMpR[ ~ b -1}PLr Lxtt m 2M M1r b I Vr~? 1~11wIL1Ii fU r~ ..T Nx Y-.• NIN ;p -r vASrt rrpx zxr itwT § LLR tL0 )'-O YN +-Y NN s 1~e p, V NJ i+ ID ~ .Inl z YwrlwuA ru nvs !U (y 17 P[(fR uacR Tu. xwarm IwNp/!!Yr rW $lp/ Ix1[L - Wt Mtx K VIC I.APE hWU l:.T TClki pF Li _~Tpk l' Nro [RN xN, v[n rR Utnm - I _ irFII,AL ".,EI:,pIJD 110k1 - - - GENERAL NOTES ! PGS. A5. A6 R) 6 AB . 1. THE SQUARE FOOTAGE OF A DVELLING UNIT MAY VARY. 2. ALL INDIVI WAL FLOOP. PLANS WILL BE KEYED FROM THIS DRAVING AFID AVgILABLE UPON REDDEST. 3. ONE HABITABLE SPACE SHALL BE 120 SD. FT MIN. FLOQ+ AREA. ALL OTHEA HABITABLE RppMS HALL 1/AYE A FLOOR AREA ~ NOT LESS THAN 70 S0. FT., EXCEPT Y,[TCHEIJS. ALL HABITABLE RAMS SHALL NOT BE LE'++$ THAN 7 FT. [N ANY HORIZONTAL OIFIENSION, E%CEPT YITCHENS. 4. VINDDV AREA pF ALL HABITABLE SPACE ROOMS SHALL BE A MINIMUM OF 8% Di THE FLOOR AREP FOR IMPORTANT NOTE UIILE°`_ OTHEkWISE SPECIFIED ON SPECIFIC FLOOR PLAIDS, NATUkgL uGllr VITN 4% OPENING FOR VENTILATION. ARTIFICIAL LIGHT AND VENT MAY BE USEG f ALL EXTERIOR DIMENS101'I~ ARE TO BARE STUD FkAM[NG. AIJ'f EXTERIOk PROVIDING IT MEETS CODE. 5. ALL VINDOV AND CLOSET LOCRTICNS MAY VARY ACCpJDIN, TO IFIOIVIDUAL FLOOR PLaNS SHEATHIP•IG ON WALL WILL OVEkHANG BEYOND THE FOUIJUATIDW. 6. q1.L GLRZING INSTALLED IN HgZRRDOUS LOCATIONS MUST BE PROVIDED V[TH A MANUFACTI$EP.'_ `_AFETY GLASS DESIGNATION VISIBLE IN THE FINAL INSTALLATION. 7. EACH DVCLLING UNIT SHALL HAVE ONE 3b' MIN. VIUTH. 6U' MI& HCIGNI SVING TYPE MAIN EIITPAIII:E UODP. I W11JD BOkIJE UEBP.IC PROTECTION e. ALL SLCEPIIM CPACES SHALL HAVE• IN ADDITI011 ip THE MAIN EIITkAIICE DOOP. AN EMEk17ENCY VSE OPCUIIIG DIRECTLY INTO A PVBLIC ~TREET, ALLEY. YpP.D OP fOUAi VITN A MIN. NET CLEAP OPENING OF 29' HIGH. 20' VIDE AIJD 5.7 SD. FT. MIN. tIET OPENIPNi VITN A MAsINUN :ILL HEIGHT pF NOT MORE THAII 99'. PFS LABEL. DATA PLATE AND STpiE LABEL SHALL BE LCICATED UNDEP THE KITCHEN SIIJK.~ 10. HABITABLE SPACE SHALL HAVE A MINIMUM HEIGHT pF "-0', AND HALL VAYp. CORRIDORS. BATHkOQ4`_. TOILET _ AND LAIINOPY ROIN9$ SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN T-0' MEASIJREO FROM FIt IISHFD ' • if""""'-' 'ii • FLOOR TO THE LOVES? PPOJELTION FROM THE FELLING. ~I II FkOM THE [OIU PESIDENTIAL CODE OF NEV YpFY ;TATS 11. HA8I TABLE SPACES :HOVM MAY HAVE SUBSTIAJIED VIHppVS AIJD/OP UOOk:. PEIJUIKNi THEr NEEI ALL i ii ii NwR REDUIRED LIGHT, VENT AND EGP.ESS REOUIRENENTS PEP LODE. ' ° I~ k3ULc.Le INTEkNAL PEESSUREL ~~+~w~.!L!!i•!t•~T?},- I2. RpOM S12ES FgWN APE MINIMUM SIZE AFID MAY 6E CHANGED PENDING iHEI NECi ALL rODE FEUUIkEME11iS. i mn vu• txar vmu nrutwx ~ L`~i. - ice" 13. DRYEP TO BE VENTED TO TFIE E%TEP.IOP. ANU :HALL TEPMIHATE N07 LES. THAN 3 R. IN ANY DIPEC TIOII FPOM " H - vw<L rpunER m x.e IuIL[P. rxSTCN PCR iN0.C P3p12.V. R rw: EXf_EPTIONI WCIOU ;TRUC TIJkAL PANELS WI1H A OPENIIJGS IIITO THE BUILDINfi EXHAUST DUCTS 7ERMIIJATIOH SMALL BE EDUIPPEU VITN R BRCK DRAFT DAFWEk. I~--_-__ _ __~I zao xrz R[n0[xnK [tw[ MINIMUM THICKNESS OF 7/IE' Itl.inn) AND A MA%IMIJM 14. OPTIONAL FIREPLACES SHALL BE INSTALLED ACCORDING TO THE HAHUFAr, PJPEk, INSTPUCTIONS AHD HALL I I `PqN OF 9' 2936nn) SHALL BE PEPMITTED FOP CONTgDI THE UNIT SPECIFICATION AIJD MANUFACTURERS If IS TALICTIONS. I II i OPENING PROTEf TION 1N ONE AND iW0-STORY I5. FIREPLACES SHALL HAVE PROVISIOIJS FOR :UPPLYING OUTSIDE AIR FOP rpMBUSTIpII. .I II BUILDING'. PANEL' SHALL BE PREgJT Tp COVEP Ib. GAS FIREPLACES SHALL BE PROVIDED VITN THERFIAL VENT DAMPER'_. I~ li• THE GLAZED OPEIJINGS VITN ATTACHMENT HARDWARE 17. FUEL-FIRED WATER HEATERS SMALL NOi BE LOCATED IN'ROOMS USED A5 .T~?ArsC r,LOSE 7S. IF UJSTALLEU IN A BE UPOOMI ~I II r•zr[u z.. luau- PROVIDE D. AT TACHMEWTE "HALL BE PROVIDED IN [rYdreun rMIPU Porv, DR BATHROR9, THE FUEL-FIRED VATER HEATEP. MUST BE INSTALLED IN A SEALED CIJI:LOSURE SO THAT rpMBIJSTION AIP xRmmu VINWV P[RIIEiCR ACCORDANCE WITH TABLE R301.2.1.2 OR SHALL BE VILL NOT BE TAKEN FROFf THE LIVING SPACE. II !u !w Iwn P[R nW rxtnlmlTKr ii zr Dt. w McL SPtpi wCPTICR! DESIGNED f0 RESIST THE COMPOp1ENTS ANO BOY NDIY lB. HANORRRS FIELD INSTALLED AND ALL VORY COMPLETED ON-SITE SHALL bE AFPkpV ED 6Y THE LpCAI BUttUIFIG CODE ENFORf.EMENT OFFICIAL. i LADDING LOADS DETERMINED IN AC.COR DANCE WITH r THE PROVISIONS OF THE 2010 IJYS BIJILDII'K CODE $~F`_ l9. PODF FOVEPINGS SHALL BE OF A LLASr_ 'A'. 'B' Ok 'C' MATEPIAL. 20. 'TY VEK' OA EQUAL IIIF ILiP.ATIOH bARRIEP SHALL bC IIISTALLEU OIJ ALL EY.iEF.lOP VALLS AS kE0U1RED PEP .z CODE. VEATHER BARk1ER PER ASTMD226 4 21, ALL HEATING EDUIPMENT, OTHER THAN ELECTRIC DR H'i DkpNIC BASC BDARD HEq[ER°_, SHALL BE INSTALLED ~ ernP ~R ON SITE BY OTHERS. 22. DWELLING UNIT OVEP DWELLING UNIT SHALL HAVE A ONE ~.U HOUk MIN. FIRE kATEU ASSEMBLY BETWEEN TABLE k30i.2.1.2 OCCUPANF_IES. BOTH FLODR/CEILING AND ALL BEARING VALLS AND iUPPpRTING STRUCTURES TO FOUNDATIDIJ VINU BORIJE DEBkL PWTECTION FqS TENIIJG SCHE UULE Ofr29Hz SHALL BE ONE tU HOUR MIN. FIRE RAiI~ USINri MOGpJRE PESI$TANT GYPSUM ON THE E%TEPIOP ' SEE PG A92 STAIRS 10 Tiff SECOIID FLOOR SHALL BE SEPARATED FROM FIRST FL~R DWELLING BY ONE LU HOUR Mltl FASTEIKR SPACING o. SHIS TABLE IS BASED ON 130 MPH VINO SPEEDS AND A 33-FOpT MEAN ROB HEIGHT. FIRE RATED WALL ! SEE PG. A41 ) INCLVDINfi iV0 52> LAYERS OP 5/P' TYPE K VNDEP $iAIRC. In FA'TENEP.S ;HALL BE INSTALLED AT OPPOSING EIIDS OF THE VDOD STPUCDIRAL PANEL. 24. GASKET OR WEATHEP.STRIPP LNG AND INSULATION, EOUIVALEIIT i0 THE SUP.ROIJNDINfi SUAFRf.E IS TO BE II It TRLLEU J FDDT 6 rOOT FASTENERS 'HALL BE LOCATED A MINIMUM Of 1' FROM THE EDGE W THE PANEL mR/e'p. UPON COMPLETIOIJ OF THE SET-UP DF THE NOME AT CEILI~ ACCESS ANU / OP PULL-DOWN STRIPS ON-SI1E BY OTHE kS. FASTENEP PANEL SPAII <PANEL Pal <Ppil[L SPAN FASTENERS SHALL BE LONG ENOUGH ip PEF[TRATE i)RpUGH THE EXTEP.IOR VALL ~ ~ AfMA4DeM TYPE 54 FppT 5. FOOT SJ FDDT c. CDV ERIIIG AND A MINIMw OF 1 1/4• INtp VWD VALL FRAMING pNp A MINIMJM Q 1 }~/[~P 25. VODD BURNING FIP.EPLACE TO BE IIJSTALLEO PEP MANUFAC 7URERC INCTRUCTIONS AIJD .HALL HAVE GASP ETED DOOFS I IA' INTO CONCRETE BLDCK OR CDNr-REIE. AND INTO STEEL FRRMING A MINIMUM DF 3 .P, x/f!i' AIlD OUTDOOR COMBUSTION AIR. 2 I/2 R6 16' l2' 9' rp+Iwum ++p nswwRp rf mu 26. WHERE SPgr,E FOR A FLpiHES ORYEP I: FP.OVIOEII, Ali EXNAII$T DUCT SISiCM SHALL BE INSTALLED PEP FODE. VOOD SrREVS EKPpSED THPGDS. FASTENERS SHALL BE LOCATCU A MINIMUI D< 2 1/2' FROM THE ~ EDGC pF CONrRETE DLOCK OP COIICAETC lent en-u+X fu prq m-uu 27. THE TOTAL GLAZED PkEA IN E%TEk10R VALL`. SHALL NOT EXCEED THOSE SHOWN 2 I/2' LID d VMERE Sf.REVS ARE ATTACHED TD NASrnJRY DP MASDFNY ;T000D THEY SHALL BE ON DRAVINr A44, NOTE [2U. VDDO SCBEVS iO Ib' 12' ATTACHED UTIL121~ VIBRATION-kGIGTANT ANCHpP.S INNING A HINIMJM IJLIIMATC FLOOR PLAN MASTER 26. AIR R[IJOVED 6Y EV[PY MECHANIf AL E!HANSI SiL1EM SHALL bE DISC HRHGEU 1? THT DUT UOOk'_ AIF ;MALL NUI 6E I VITHURAVAL CgPAr, 1TY Ci eAl PpIPJU:. n wt4 r[v. pvG Xn ExHANS TED IMO AN Hl llf„ CUFFIT. RIOGL VENT pP 1-kAVL :PALL I rM nPPL ¢9tlM 91WX a :IX%,CSnvf (N.r rt 51NLL K rv[ rCSYlY6181t1tr m rxr Wau[P r0 KWw[ LIICM. nnrPPx[rArtlPl v tK un.ItrR[ rOx: P[r[n[P rn XfPON DRP/OWP/KLN 11/22/10 A / •[PKC RESCPVCO roP TN[ TTA1C STAMP M pPPROVK' 2' V[M TD CEILING pRTVAlL 2110 lLDDP SHIPPED LWSE rnF PLUMBING aC[CS; r_I I vfz•, Dvr II Oa U .U >Ve• xM I N ]'-0' MIN / 2' vEM 2' VCNT~ ~ } S[C IAfiC NID !pf 3' pRpIN IPON ATH p - ~N Z KTEPIMi[ I•ITCNCN LBfplti Y„y rLOOP-- ~ MUD ~ t-~ 11/2' OVV~ ~p ROOM - YREHEN 2' B;MT VT ~ COPT.r c l/1• NOl A COyyD Pp1pBLE ?j x' ;wPLr LING t0 2rM rLP " IIAp. xpx ro K E.LCUII rcn mr NI IWIV C .P-P xDL x•IrY. A~ pMICM-Rpif[p RMIfMCRAVI SPA[[ ~a) I i) i ~ . LCfi IMT IMr EC p(VCRKO AND CpK1N[TCp BS 2M STORr Q piplr IMl wY K t?NSLINCnp AS ITT STOIY Df D1lCR tIIV UiN OV[R lIV U11i1 2 NLtx ¢rvlw upt DV[p uww van t r w rlpt Rpns nnttp As[NKr wm Kuma vKLZ xEO•o DINING PDON FAHILY RODM rtwm ttPwrlrr vKL P?1 rOPT.I ~ ~ CO11. i0 IMCiSIK Of PD? 21D;p[MND ~ b e SCC Ipn p PNL A) YII IN> DxnTO SEC x01[ p Pp0[ A> / - a' OO ~ Aj 1 Irt•\wv_ 10 ~ fb ~ ~ ~ T ~ arT. o ~ ~1 Nz• wV-~ bH xil i11Y -YO SIII J"VCM ly Y~Vjq J• ppplN !Rn y - n iD zm r[a- % ~ FDYEP 2ntl RDDR ] V ING POOM ' DEN ~ MH 1'-11' M N )'-P NM )'-P N • ~ 1 ]'b• MIX. K ) 1 Ny j y b ~ } 3H' IqT [0.D Pn[AriE (~T.) N z KMOM YI F ~ pMW Rr01 F nDlmr 11 - SwPIT L a i0 2M flP b DIMIG PDRI tilCltll YItUIEII b r , M1M xl MTM FI N _ fPprxi MT[If O i : ' b m xr ° fO ` ~ B'-0' MIN ]'-F' MIII rep ns.nw _ _ - _ _ _ _ - - - ~ TC[ vA!( Nn Fm 1 1/2' DVV ~ - - n KnMMit nrLxn urwl; /A _ ~ li) u) fl a) `J yr xm L taP Porpnt 4 ~ ~ uxc To zxo :T~r ~ _ Is-D~ TNN w-P p6 11 KttRNATE M1M lPrOrl: 4 = ~ ~ F I F' T F L ? ? P ? F ¢a Lnl j ~r~si / ~m ,~IIN ao " o L_- o o `--o r THPEE B? WIDE TW? ~T?P.Y Ly,p ctD - FLOOP PLAN iHOWN li TYP(EAL OF A THPEE BOR WIDE MODEL. Mf[1CM STMRVCLL INT K R¢OCpiCP DT paTT[D e rv [MVL SPAR MOKLS t'IMLT LOCATRM pAr VAPr ARORMxG ro r-- Y t• Ill 2' VENT FR[M I?) lil rLOp Rw I I I - Ipt !LR KIT. - LIVIM Pml I II I LtvWi R[pl KDllml PD I I I I KRPmI q ]'-A• MIN ] -0' MIN -Y VEHI fPPI Mi1DNK PAIS[P--~ II 1 IIY' PpK.X FMIP1' ~ I6i iLm[• 1. _JL , _ i )1 - AE DPOOM pa I ) VCxI IWU PnW _ r-P NM. +`ro• xlu ~ ylo ¢0 O r-o• xxL r-P Nlrt GLn ATH pl rPGM lef fLF - wr uix[nK t nnr. 1 ml uiN[mK mwc (OPT. 2• Uvv BE DFDOM q3 _ I 1 `I I I/z' D 'OPT ~ i (5J xx y 1 fj ~1 ~ fi_I nl I ! ' r I ~ i CLD 4a ~Kwj~~ F I I I SIOELIWTS AVAq,ABL[• I ( i 1 e O 1 I r o ~ ~~rr~ ~ b e 1 II[IWC D• DOV VlxppV ~fi@G AVAFAKC I _ ~1~_T I I SCC PAD[ B9 rpk 2 I mnovL pmcx xoQ I HALL CLD __-_i_____________________J jr's KTCRwT[ MTx UrWIT ? } I DP-P ruz I _LOGiplr a Elxss OmR L sTAIRT rc corsrRbcrzR A? LIVDY WpT pV[P LIVIM INIT tI1P r1PC APWAIIPI P[D'b• wALI -IDI I a EILIMEP tgeD rpPn TYPICAL DUPLEX FLR. PLAN r_LO;ET FLODP PLAN SHDWN IS TYPICAL OF A TWO BDD WIDE MODEL 'DPT~'~. rM[ ~ TOR DV¢LIMI OVER DvCLLb14 - Mp n~ SipMT SNKL P. K ENttOttO BY V11p ATTEM4r 2lArfRS 6 TAP fiP( i 1/2' DVV EOP NEfy~ RpnO [W. flNtl M pMLRD 10 SOI tOI Q STPIXDtP ~ lye nE PGS. MI L u2 r _ lgAMa Y _ r BEDPOOM pi BEDP.OOM pc 3 ~ d PA p2, ~ <DFT.~ ~ Y_ i 2 R.erA ~1r ID 3' IDAIN iXPU P®r c ~ `TB Isl lLDDF' - O1MM1 CLD r- • ri r-D• MII. - -a' rl fil ~ /1~ rxe var oP ' ID"NIN 1HIN 66'-V' IW / ./LPEI PfFlltl/OA' I ~E ~?PID EL?CIF' OF f/OAILS; /NC. >rE FOUTY Dtt. NIDOLBBUFC. Pp I>BVS GENEPAL IvaTE~: THPEE B?X WIIIE TW? "T?F (D>B]BB>-tttF RR.T [B>B, as>-Dtnn I. SEE PG. A] FDP GENEPAL nnTE; DloTr ;Er :IAUnAPn rwrl--roP'Y nWl. TYPICAL BATHROOMS iI:MEMAi1F rill DF'AVllill A4.. x. wu, !w bv~, Ill DRP/DWP/KLN i1/[2/10 /~cl I I ~ _ ' ~ 6gff lr 1.LI4w KpIIP[II f PdgdplU1 Rf 1 _ 12 2 I VINYNV li I1Np1 q I~ y~ IF21 V21 1221 •$PK[ PESCRVEO fd THE $T.gIC SiaW d pPPRpVK.• / 191 1[ 2 12 I S V xl ~ 1 -d _ t___.1~ 1 Ip 191 ~ I}I -(T[ L ti ~ ~;ra~ I DS ~ ~ ~ B 1;_2 ® ~ 1. 2 - l1 fJir~V_~1 L_ ~ G 191 rl ~ 0 1~ 1 1 c ~ I y~a ~ / e r' I ni L~WII Nia ~ I/ ~ I 7 NrP / I I,...1) ; n _ _ _ ~ rLml rRgKNB sxgLL pE Iz• pc rd '"A"~rmmcimi 1X I • I ~ wil[,aN.ip LMrtP VN10.RmL .WO S6VUI4 tUB$ SK[Tr 4LaEpG R[pYII1EP I 1. 1•-2 12 2 Ir VINppV IS VItNp • ri MgWVi [f s ~ 1(2~-2 ~,r I 11 L i i~ u°n~ (i X21 ~ 1g pdP qK' yuS~p rv O[r" a VI ~ Iv v - ~ Y,. y ~1 i ~ I' aY8 t'1`_____ 92 pBV 1R / 9 2Y I ' -2 1[3J 12-2 1,2 11 2 11221 J 12-2 I~2 k`i ~ I~IJ I2-2 ~ ~ ~ r ~ IJ. ~J , ~ 12 t 12-2 I n i~ 1/'•\I ~ •I , /VHT 1I_ 11 II I ~ FJ` I/- KiewL W 10-.~ P 12C-2J 11,2 l•~ ~Jl_}' _ t ~ p1AI Ne VJ Iz. i'I iz-z 1.-z _ P• L = ~ \ 191 191 1.11 HP ~ BY u-2 r S ? - 12-z% 1. z _ r f ` ~ ~ ( xrg.,. 131 III II 2• J~ ~ / _ ® ( ~ f r Ill 1 I 12-2 lY _ _ _ ly IL_t 1V2 % P-zl 11I I?I KI ~ ( I ® ~7 12-2 ~ lal- ~ @21 NI~ , ~ - F--r - _ Q V HIP I 12_2 9 ~ 1 _°I ~ V Nt I _ _ p II l 12-2 ~ IO 1 2 S NIP t 3°Q" HTR - , ~s„ ' / 12-2 ` C ) ~ ~ a Iq rt 12-2 -_i n 12-2 IZ z (~1 I`'.1 1~29-~2 C) I ! k Iz z /t Ci I „ l91 / ( H-2 1221 1.-2 1(2°'12 1•-2 III v NIP I•I I ~ I Hf 1 ~ Sply NIP I IF- i[-e I / Nu1pICM'Kp MiN• NIVN uP1 [vNILCL R PpSaA[ I 1 ~ lql IF 12 UYp1ii fd 1 Vilp(P PEAKSI[A MINS III q gSIKNi14 B 12 2 I ~ i1P[ iPICTM VKPE MPLICgILE td O1KR IKE lApp i LI 12-2 1 rL / 1 p 19I ANLp1141, µL LMdH r11111MS EIf rd KRSSKLLItY [ ` I ~T / S1W.L [M1p[r VIM iK qpL STMIWApS fd K[[•.SIA[ [ql~~ I L Y MSIGN Iri REpA2p P[R TK US[ VIAP TI` rl) I( ~ JPi-2 12-2 l 11 Y- i2~~ 1 ~ - p21 'j ~ l pa ~C~.p2 12_2; I i 12 11a 12-2 (~2I , I > } 12r1 ~ ~ liri - - I.-2 11.2 I u-z 111 ~ [rl 111 C•Ju z ~ C' I Iz-z a-x. 19)"' I+1 ~ ISU .J rl BATH LAVOIJT YCY 3 ' [141KEP iNIRp Pgllty. E15O v8O o- VB vallTY SHOVER IOPi ~ IIC HANBICPPPED SINY 0 100 I_fw AU APRO11 Y.NEE LIN LINCII CLOSET GpR[2N TUB WRDEN TUB ~ WT.1 596 n MEDICINE UBINCT Vr VATEP CLOSET VHIPLPOOL VNIRLPOOL ~DPL p•d IP~ O PL. HIAPp4 PLATE MIARryI BT BpM OJB 1 T.) y rSdiAA 70 CFn ~ VASHEP q. ~ ~n r•)" TB TWEE MA " PL IMl LIGHT D URYEP S ^^x'44' hEIdEkHL NOTE_ ITM~•' 1. BATHROOM VINDOVS MAt BE ONITTEU If RELRJIkEU pRiIF ICIAL LIGHT aHU VENT IS PROVIUEU P a All BATMRCgMS MAY BE REVERSED AND/OR POTATEO IN ANY DIPECTION IN PAPT OP ITT ENTIRE iY. ~ 3. SEE INDI VIWAL FLOOR i ELECTP.ICRL PLAII$ FCU? EYAET BATHROOM LAYOUT AND HEATING REOUIREHENTb GEI MECEPTAELES SHALL BE VIPED SD IF TRIPPED THET VILL ItOi INTEPFEPE VIiH THE REMAINING OUI LET! B1FtM11 sgrtn o[°p CN THE TAME CIF.CUIi AND LIGHTS VILL REMAIN LIT. - 5. SHOVER VALL PPOTECTION VILL Ex TEND b IT. ABOVE THE RW11 FLOOk LEVEL ANU SHALL bE OF A FIBERGLAS[ DA EOUpL MATERIRL. ~ 6. ALL 'MOVER DOORS RNO VINOOVS IN 7U8 . SNOVEF i0 BE ShFETI GLAZED. UNLESS MORE iHRN 5U' ABOVE THE DPAIN. HY UROMASSAGE BATMTpbE SHALL 6E SWFLIEU br A IiFI CIBCUI T. 8. REdJIRED CLEAR SPACE IN FRONT OF SHOVER i0 BE 3D' VIDE BY ee• UEEP 3. PCOUIRED CLEAR SPACE FOP p VpiEP f.LOSET TO BE 30' MIN. VIDC ~ i ~ V lu. PEdIIRED CLEAR SPpCC IH PROM OF A LAVATCRT OA VATER CLOSET t0 BE 21' MIN 1 1 11. Bp1H FAN AND LIGHT NUSi BE SNITCHED SERARATELI 12. byiHROOM FLDIXt11IG NpfEPIAL SMALL BE VATEPPROLY 01' UN SITE IILC t? YE PBOVIUEU 13. SEE PG. All POR PANEL BOY LAYOUT AND CIRCUIT UE SIGNp TIOIIC. 11. JOINTS VNEPE FIYTIJRET FONTACT VALL' AND iL.OORS MALL BF ~ a1LIFU OF' ?THERVI'E MpUF VATFS TISHT TYPICAL BATHROOMS TIPP AL bA 1HF'OUIi CLC VATIUI I' 19. HIIMEU SHOVER DOOk3 MUSI OPEN OUI VARD p, ovow ^ n ' 16. VALL tiLES ANU WALL PAIIELS FOP TIIB ANU SHUVCP APERS $HAI L bl I ENLII I. FIBFP r EMLIII N J OP fil_a;C MAT GI Pr11M BarYEP' DflP/DWP/gLM MII/22/10 PEm i II~III~I _ III 9eMlPx)O 'P.ESCkVFU r~ iNC S1AlC :FAMP t)< APYPpVAL' CV2. ]0 M Vd. A'II l01] 1 VMI] 'VY.]p I ~ I 1 5d ]6 ~ ]6 VCdf Kdf V2.1 ~ V)f151 K.EE r~Pl ly,l Vd.]Y V)011I N le VMl )f Vi•p ' .N ' qp! rnA ^ ~ 12. 1-', ;"-f di • BEf ICd IM f`P. ,~)b 1'e ]6 aN .~~a SB ]i ad. r Id iN NF Sa U N. eN N i Nx U % e1N0 N V1+i fF )f a,MT `Cttx ® M- v M_ u I `U I • I,ruw. ••Rt 'ii n R j' Yvi.....,1 •H A' ~rN,M--~ R S # w.w. -N faa `N R x _S ~ll S'-1~ ] ~ ffiaauxai PN 1 R C .w•w eef ~IT' A ~yX'+ C 21 ~ rv 9 ~ ~ Vn ,vale rl v[.)f v]in I w.....a R~. _ ~ P'a'I I K - j vtfx vxn . a S K-3 ~ _N-e ran Ndf 1 E _ I _ w..a 1 K-4 mea no..i f== CJ n I - ~E_z 111 x I :wxw__ J SS .-~xkt:'v K-7 . N-z ~ ' a ` y-z le-z ` 1.-a ) 1 Iz-z - Iz-a fJ ~ I ~Il l r~ i 12') ) I a I S i I x ` p 1 L_________ ~-'{a ~ Il it ixPttµ~r~ e•...• I _ z - i I~: ~ !Gj P ~ '1(i) ~ Na i.,:." 1' I IJ 1~ I ' L___ _J x A ~ NnfNN wmx•nx 11 1 la-d I 1 M YKI N ua[ N Wp N-a I -~I n~ I 1 I _ 1 a . i ....a ' _ + CI r Vbn ' 1. L-z Kaf VCN - - - - - _ '1al ~ ~ S: R r' V]NS VNIa )y V2.b KEI V]t]p V]p15'VYfIU .Ku~ VeaA VCdf VY+ ~.K~ VY. V)v13' a L_. 1 Izf Sd U dl 9a ' 1 ~-V dz. Sd IJ - ~ Kf SOT-°.) ddf - • • VMIS ~ ViYd.IO Sd IXI VSdM d2 p vCYf Vd+ r~~LNi-'~1II%,, 2fb VbtS ~ 1 _ ~ 'Ir s dT .,x.~.. ; R • n LJ U eYf • nz R S ~ we / ;y Z ~ ~ ~ X i IS F no u. exf 1 Y]n! N] VYfb VafN Y-6 K-9 - Y-lU I Y-ll V.-l:; r -t2 ~1 ' ~ LI ~ vl fJl ~ ~ da d4 ~ ,NN.Nd..l Id-d la-2 N-2 G ~ ~ 1=-2 x u • Id.E ' ~ d al 19-z U 'it I('; ~ I a G xN-ei-// ~ CJ G~•~••-~~_.~". rl p rl v n- I i al IME IE-2 x I i 1 1:~ _ 1 C run~•~••~~. 1 `]2-~ axN-21 ~ IY4 a_- - Mr 1 Q-E wr J I Y I i a 1 I _ CIS), - I lil s I (il' i : ;:YJ- , h~ IE(E ~ ~ lil I a L_______J L_______~ C_____J IE-2 i ' IS L.______J E r`I 1 1tI IRI ENWNFFP. IXNd PMEx. L__J ~ GEIJEPAL_ NOTE ~ _ vYf]n N]0 vd9b v36b L V]fb I 1 sigNDWU GAC PANGS PECCPTACLC 1: IIU VLTL I. 2U ANP ~ SEE PG. All EDP ELECT. PANGS • d ~ i . vca$ n se n K9 ezf PYT K2+~ ~ SeellC~ of 0.vet9 TYPICAL kLTCHEN ELE VA7ION vOL iAGE AND AMPS X'dr 2 ALL YIiCHENS HAT eE RE VERSED 4ND/OP POTATED IH ANt DIkEC?DN IN PPR7 DP ITL Qy i J: R ~ ~ ENTIRETY. ag NeeM * ~ R j : i ~ a ? 7 YITCHEII fgBINETC MpY BE OMITTED RIIU VVOVIUEU - INSTALLED ON ;IiE BY BUILDER ?I I~ DI I~ ANU IS SUBJECT TD INSPECTION bl LOCH- BUILDIf>, CODE OfEIC IAL. R 2 ~ u R R „ I~ ~I i~ ~I ~1 I~ 9. YITf.S1EN GBUIET LAYO1ITS VILL VAPY DCPENUIN, OFI RO~1 LAYOIJi ANU IAWIIR 572E p1RNT1 N•wlo i`% 5, NfY 62i CpBlllEi W1i BE REPLACED VITH p UUHVq$HEP DR SPACE FDk qll 011 SIZE UISNVASHEP 6. YITCHEII vINWVi MA'. BE DMITTEU IE REWIRED LIENT NIG vENi1LATI0N IS PROVIDED. Y - I+I K -1J ~ ~ STgNppRD 7p• HIGH UPPER CABINETS HAY BE REPLACED VITH 36' DR 92' HIGH CABINETS. 8. ANlUAkD kANGE XOODS ARE VENTED i0 THE E9TERIOR USING SOLID DUCTVOP.Y u - 'a > ~i ~ + 9. STANDARD RpNf1E NWD ENI$ TO PROVIDE qfl AIR EXCHANGE EVERY 30 MIlg1iES I IUD CEH of I I~~S MIN. ~ RECIRCULAiIO1J TYPE P.ANGE MOODS MAY BE USED If A MINIMUM Of O< ~ ° ~•'jJ- ! - m ~ u VENTILATION I$ PPpVIDED fOR BY NEAI IS flE NA7U+AL VENT EOP THE gREA IT L` LOCAICD. 'f Y ' - - - ~ ~ I~ ~ ~I I? I? Ip. SEE INIDIVIDUgL fL00R PLgNS fOR EMACT v,ITCHEN LAYW i. PIwFLrnoNs I ~ ______{.f UI ' - i 11. ALL YITCHEII RECEPTACLE: SERVING KITCHEN COUNTERipPS 70 BE Gfi PROTECTED. PL'.~~ 1 ~ 12. A RECEPTACLE OUTLET SHALL BE INSTALLED ABOVE EACH COUNTEPiOP VITH 4 LIIJEAP ~ / -~y~L; YN. I la-z ~ ~ LEIJOTN GREATER THgN IQ' HA%U9UH SPACIIK pCTVEEN RECEPTgf-LCS TO BE <R'. ms epUTe 62t. YIDPdfBUNt. PA IddR l lJl 1 Izt ~I COUHTEPTWS SEPAAATpI BY gPPL1ANCES OR '.INY.S SHALL BE COIJSIDERCD SEPEVATE (alol ssd-ssa3 YAS (aaol eaT-aeao t zr ur E 1 LLS :PACED gCWkD111GL Y. v, , ~ Kf " J fl'' I NiaRP va "~`JE-t jH~E {G~{``Ix tuE ¢ICr jOUNEERPG~. All EOPPPANELABOe LAYpIJT ANU CIRf.UIi pE;ICNpnnNC TYPICAL KITCHENS ! N• II]I 'E E' 19. A MINIMUM f, LEARgNf.E OE N' IC WOVIUE II VEP7ICALLY ADOVE iHC L001'INU APPLIANCE < ,vr IYI ~ IDP HAVpM: EIiHEV A LISiCU MIYROVnV[ II1$J ALLEU OP A MC iqL \EIJTILAfiNU HOOD !p I~ Mrt~ KV. Uvv xo A ~ O I ~ PPPPDVCD SMECi MCTAI. IN'tgLLCU PCP rOUL DRP~OWP/KLN I1~22~10 Gill BPCpKCp RCMIff r____-__~ VKL WILLIN I[II VAI, 1 ~ V_I I_fN IIMCP ININ PAMCL I SVIICN N4+LY+G ISM-PANEL. 1 1 ND1 T l •BLY.) r LUG 2W E4111RENI 123 '•lK[ PCb[RVCP f® 1NC 5141[ SLnP ~ ,VgNIVpp Re wpE , , I I I ~ I ~ ! CwIPNEIIT IMIx TPINBING I I 1 ' ' ~ GP?UNBIIAi wSBA4 IS0.p1E0 I 1 i i j i ~ BUTBAR IEUIRK Y ~ I I I I 1 BD+DCD MAIN N1SMP l 1 I 1 i i 1 I Y NCUiRgI I 1 IEUWK tVHD I I [[0.D VwiER PIP[ M1SBM I ` Rao I I 1 i I I / PIVE r J ' I I I 1 r *DUxo ttAW I I I I NDIDR GPaiBla IGmo i i cNB. cTNMICT®s To BE ,7 ~ ~ 0 TYpIf AL HY Uk[I-11A:,',AfE j' ',_J rIUUHOny fcPEW- t YPIL'AL wlkfl•Ir TELNIVIDUE BATHTUB WIRM DIA kAM FpP. SUB-PANEL FECpEkc ~ ! ~U~ META1, q% ~GRDIR+4~ S[REV ISC~IECT VKL-~ ~2GM METgL BO% 244q C[RVItE BiTNILGE1 asE TYPICAL Gk0UNUlN6 ME THDDS OF I+DN- Wp NT fARPYIIB: M TA 90%F ~FIf AI ?N VTF HOOY-I P FTAN GENEF'AL fJOTE~ L ALL ELCCTRICAL COND~TOAb M+D EWIPMENT SHALL BE LISTED OR LABELED Bt A NptId1ALLY RECOGNIZED iESTI~ LABOkATORT ANU 111 ELEf_TF'ICAL PLAhJ KE t COMBINATION VITN LISTING AND LABELIiIf~. C(WDlICTORS ANp EUUIFMENT SHALL BE SUI7gBLE POP BOTH LOCATION N+D USE. NiLCA R[C[Pt WRCt (LJ wTLCI BDY IMI. LIGNI rIXTUR[ 2. IN-PLANT VIPING IS INSPECTED BY AN ACCREDITED INSPEC iION AGENCY FOP COMPLIANCE VITN THE 2w6 N.E.f ~ SWITCHED REC[PT DUILE} ~ WiLEi q%./ E%T. LIfNi EI%DA+F © pEEESSED IM[pNBESCEMT LIGxi uiu uo f~uP 3. ON--CITE GARAGES ARE NOT IHLLIJ?ED IH THE CLEC TRILAL LOAD rAL[ULAT IONS ~ SURrK[ NTD fLUpKi[[xi LIGxI 4. EIEr iP.ICAL SERVICE t0 BE GR0.YipEU Ill FIELD BY HIIILUER AiTER CIRf UITS NAVE tlEEN COMPLETED IN fOMPLIAw:E VITH LOCAL a I~P1 Wq IERPRpR fir.l. (d) TPmL1Ult TI011PE ~ JBD% D+fLR 5. &JILDEF t0 S11pPLY qNU INSTALL ALL MATERIAL INT PFOVIDEG BY MANUFAf TI EWIREMCNI., TELEPHONE JKr rm BLIi SD 1PCA PDP rpMpLETE ELE[TP.ICAL Hppl'-I til f' oEG[Pr once ! 4B' nr.r. b. THE NAIH 'Ek VICE DISYDM+ECT SHAI•L BE INS IALLEG AT q PEADILV MC[.SIALE LDCRTIpR NEAF[Si 70 THE PDINi of ENTkANCE q THE UISNVpbNLP P[GCPI wllP U°I ~'~L--[4 'I~,I+uGNr vgTERRiDOr RI ~P SERVICE I:pBR+CCTORS AS PEP ILE.f,. 'U~ txPLf l®Y BILL p{f ICUPIpE JKI -VRLL Plp'E rR .,rrt +xg PAIB:L Bq%EC LOCATED IM HASEMEWIS ::NPLL YE EIELU INSTALLED-ANU M0.IH IEU WI E/.TEPIOF VpLLC Yl BUILUEF. 1 4~ 2411 VLLI kELCi'T OJILET UT[[lir 5-nn[B1Et YOf wxU YL0.%Ily Fpi D. i B 7 VIP.E. 240V, 2wA SERVICE -SERVICE PAIR:L HAIR DIS[CNNE[T UNLESS LPECIFIED giMERV ISE. ' S. yr lIPIP R[cEPI ouREi ~ 'PNDE lgrr OI [ttt P4DDLE iwx 9. CIP.dJIT BREAKERS ARE IU.DOD A/C. ~ qF ':qS I+EGRT wRCI - - - - O EELEWICIW Gw0.L wIL[r N~r _ _ _ ..-fAb LIMES OI SRC Yr WIL4CR +B' TTRIp RECEti wiLCT _ _ la MIRING IS IB+-B CABLE GRpIB+D. ® PN[L tOY L CD BEtECiQ! NM CABLE PASSING THRU FRAMING MEMBCRS VITHIN 1 I//• qF THE ED,E° SMALL 8E PROTECTED VITH 1/16' iHiCY. T E EIx0.E ALL[ CVITLN ml PNmo PgCSING THRU NOTCNE- ARE PROTECTED VITN 1/16' THICK CTECL PLATE-. S EEL BUSHINGS. CABLE b TxREE-Vpr SvRCN F--, C..K 0.CCiRIC SMXE OCIE[TfP. p®.r swr w. ~»gLlr rn~ 12. NN CAHLE aHgLL BE SC[URED IN PLACE AT INTERVALS NDT EXCEEDIIN 54' AND VITHIN 12' pF - I 12--n• . 2•-n• fL1NESCUrt LIG+T BO%E$ DR fITTING$. I rouR-VAT SVItGH I1~ 1 ~ 2'-n' I +~-T ILU?RESCCNI C CLG M1B CMIX[ BETECTf? ~[~fvIRUwT m uw 13. -VITCHE$ AND RECEPTA[LC OVER C[IUNTERTDPS ARE IB' Ai F.. OTHER AECEPTS ARE IB' AF.F. I DS DIMER SWITCx L-_J LINT MIIaNK CpMB6 CO a 14. BATH RECEPTACLES. E%TERIOR RECEPTACLES pND ALL RE[EPTAf,LES _ERVING KITCHEN CIXINTERT0PSE7p BE GFIICFRDTECTED!SE. SMOIE DET[CipR sBrwGr~ "ero fB11W41R 15. PECEPTACLES SHALL NO7 BE LOCATED OVER ANY PgRT 0 p)f FAN/LIWT cuWUwI10N OPT. !<I EKBBLL uDxt ® [ENIIK VK OUTLEr ut ly. THE MINIMUM f- DF ELECTPICAL BRSEBOARD ELEMENTS. U RECESS[D <4N LIGNi• t^~ rum umi LEARANCE BETVEEN LUMINARIES INSTALLED IN CLOTHES CLOSETS AND THE NEAREST POINT pF 37m2AGE SPALC SHALL BE ® 6% fMi/LI[MI CDMBIIMIIpH tR UI THCRMpSLT m1 12• POR SURFACC MIXBITEO INCANDESCENT OR LED VITH q CLOSED LIGHT SOUkCE, 6' FDR SURFACE.MOIJNTED FLOURES[EHTS OF RECESSED Elb fAxlLiq+1 CpImIIMtIDX DPt (j RECESS[U uGxr y .METIdI BDI INCANDESCENT OR LED INSTALLED LAl THE VALL ABOVE THE DOOR pR CEILING ~s+IIMYR wrtvrr4n 17. EXTERImt LIGHT BOXES ARE PRC-VIREO. LIGHTS SHALL BE VATERPPpOF pND ARE SNIPPED LgOSE FOP. 01.1 SITE INSTALLATION BT BUILDER. ~'d RANGC Nppp [INpuTI rpx O So'fIT ufBr ~j [Un2i eml - [NIT rl%iuRE uIv 18. PECESSED LIGHTS Tp HE TNERMpSTATICALLY CONTROLLED. • fiNtBAOE OISPpSKI ~1 WLLET LIGHT (J CIRCUIT iIMB[p F+~~mI I R~~ ~t 19. BATH TANS. RANGE HOODS. AND DRYER VENT SHALL BE E%HMISTED i0 THE E%iERiOA. I!!16[[IM MN 20. ADDITIONAL ml SITE BASEMENT SBIOKE DETE[TTIRS /AJST 8E INSTALLED PEP STp TE rppE. 21. SMOKE DETECTORS SHALL HC DIP.ECTLY C[DBKCTE? TD A GEHEpgL LIGHTING CIRCUIT Np INTEkVENIHG VALL CVIiCx pND VIFE IN SEk1ES. 22. ALL SMp(E DETECTORS ARE MpB+TEp PER IIpNIFAC TUBERS INLTRgtT1OND AND ARE AC/DC PROTECTED ' UNLESS '.PECIFICD OTMERV ISE ) 23. ELECTRIC BASEBOARD NEATER[ fpPM"ORM f0 THE REDUIREMENTS OF AND APE INSTALLED III PCCOP.DrYNi.E VITH IHE IEMPEPAPJRE PERFORMANCE REDUIREMEHTS [B' U.L. ST/WUgROS FOR SAFETY NO. 1012 All ELECTRICAL BASEHOARO HEATHY, 21. IN BASEMENT BU?ELS VITHDJT LWSTpIRS UTILITY APEAS. pPPLIMICES SUCH qS MATER HEATERS, VASHEP.L. alU OPfERC pkE COCA EU IN BASEMENT AND 4IRE0 qN SITE 8Y BUILDER. 25. NO HOPE THAN 10 HREAKEPS r OTHEP THAN TMpSE PPOVI?ED FOP IN THE MAIRS , pF p LIGHTING ANU APPLIANf.E BRAIN-H CIRCUIT PgI1EL TYPICAL CIRGIJIT FLAN I ~EE fPJll1VILUAL PLAN FOk ACTUAL CIRCUIT LAYOUT i BDAPD `MALL BE INSTALLED IN ANY ~ CUTOUT BAY. A SUB-PANEL VILL BE PRpVi?EU IF MAIN PpNCL IS FILLED < SEE PANEL RO DIpf~RpM FAR -UB-PANEL NOTES EIP.CUIT BR[KER vIPE LDCpilbl ypLt 26. ELECTRICAL VIPIIIG N10 BOXE`_ I11 FIRE PATEU ASSEMBLIE_ i0 BE FPpPEPLY FIkE `TOPPED AIIU PpTED PEP iHE1P PPPL ILpTION B~ I 20A 12-2 IyIC A NgTIONALLY RECOGNIZED TESTIBY. LpY[WATOkY qND INS iALLEO PEP G0VEk1111Bi I:OUES. SMN.L APPI.IANfE 120 ' 2W 12-2 :MKL MNI.IANCE 12u AW.wr@~1 27. EITEAIOB kECEFTACLES TO BE TAMPEP PELT°_Tg1R AHU VATEP PELIL TART IN =TgTE: BNILT TD 2wd N[f. rrRrsr.Bwnlr.~~ 2B. UGIITING fl%TUPES AND SMOY,E DETECTOR: SHALL NAT HE Lq[ATEU 'DOVIISTAEAN• DN A J 2W 12'2 EAALL pPPL1AxE[ 124 H-~~II.Br. INTERRI,pTER DEVICE. CIRCUIT fPOM A GkWHU EANLT ?FCU11 ~ + 134 4P[ fKLT REKEP If-2 fdIEFIIL LIGHTS K10 IIECEPTT 124 4RE rNILT WCAKER ~~~1 29. 125 AMP °U8 PANEL i0 BE USED VNEII kEGUIkEU r-IkCU1TL ANU THEIR CWRESPONDING 6AEAY,EkS EACCEU THE MA.f INUM ALCOVED! a 64 a-2 BREAKER SPACES IN THE MAUI PgNEL BOARD. SUB PANEL URCVITS TD BE GENERAL LIGH iIIIG ONLY. 120 ARG fMAt roEAHER 5 ISO M-2 120 3U. ALL RECEPTACLE SPACING IN HABITABLE ROOMS ,HALL BE .PACED SO THAI Np POllli ALONG THE VALL LINE SHALL HgVE A I J ISO u_z wRt rp0.i BREpKEq PECEPTAtLE MORE TFYIFI 6'-U' AVpY pND A PECEPTM;LE ON EVERY VpLL 2'-U' pR LAPGEP. 120 ]I. ALL RECEPTAfLE SPACING ALONG KITCHEN COUNTERS OVER l2' TO BE SPACED SOiHgT fl0 PDIIIT ALONG THE VRLL LIIE ' B 20A R-2 4R[ fp0.l BREK[R I SHALL HAVE A RECEPTACLE MORE TIWII 2'-9' ANAY. BBTNRmI RECEPT RI 124 ]2. SMOY.E DETECTORS SHALL BE INSTALLED !H ALL SLEEPp+G FO@IS. OUTSIDE EAI;H SEPEkalE ' 204 12-z Bgrwlmrl RCC[Pi rrt 120 ' OF iNE BE DPCIOMS AND ON EACH STORY pF THE OVELLING SEE INDIVIp1AL ELECTRICAL PLANSE FpA LOCRTION?~ IMMEDip IE VILA+ITr Or 10 20A N-2 ENnn[v rxm Purn EITCRlOe rfl RE[[PC 120 33. GFCI PROTECTION IS REVl11RE0 VNEN OUTLETS ARE VITHItI 6'-U' OB' THE OUTSIDE EDGE O< A LAIAIURY, UTILITY. pP VET FAT• 21111' II 20A 14-2 E%TCRIm ii REEEPT 124 31, fpRBON MONO%IDC DETECTORS ID 8E INSTALLED PEP STATE / LOCAL BUILDING FODE. 12 2a I2-2 MlCifpyAv 75. ALL BEDROOMS OUTLETS APE TO HAVE ARC fA1AT fiPCUIT INTEPRUPTER<. I [ '®n 120 36. ALL BRANCH f-IRf-U1T3 THAT 'UPPLT 120-V0. i, 'UU/I-E-PHASE. IS pIVD 2U PMPCFE ?UILETS IISTALLED IN FAMILY RDOIIT, U1I IING RRRpppOM.. Il ISA 14-2 DISNwSxEP iGBxBBCE DISPOSAL 124 O~MWEyM, I LIVING ROOBIY, PAP,LORT_, LIBRAPIE', DENS. BCOPOgMS. "UIIPppMS, PECP.EATIONS kppMS. CLOSETS, HALLVAYS, ANU CIMILAP PDWIC DF AFLA.'. 20" 12-2 vxIPLPmL ruB wru 124 w~FL~q~~} MALL HE PROTECTED BY p f-OMBINATIpH AB[ FA11Li rjRC1JIT IIITEARl1PTEF 11 p 2•r- m_g d 77. RECEPTACLES TO BC TAMPER RESISTAIIT wtsr NEArcv 24o b I 3B. PORCHES, DECKS ANp BALCpNiES TNpT ARE ACCESSIBLE FROM INSIDE OF THE UVELLIN6 UNIT AND NAVE p USABLE AREA OC 2U :,A. OP GFEATEP 16 40p B_4 RANrd No ~ .12u.a 1 SHALL HAVE AT LEAST ONE RECEPTACLE VITHIN THE PERIMETER OF THE BALCONY. pECK pk PORCH, LOCATEG NOT MIN+f THAN 6'-b• ABOVE THE O 2M 12-2 vATNER SORFA[E @D wn» 79. A LUMINRIRE VEIGHINfi MORE THpYI 5U CBS. :HALL BE SUPPORTED INDEPEIIUENTLY of THE OUTLET BD%, UNLESS li IS LISTED ANU MpR%ED I6 Taw ur T m!YEP 214 FAR THE MA%IMUM VEIGHT TO 8E SUPPORTE?. 19 W 11-2 rd1ERAL LIWTS Ax0 RE[EPTS i al. 4T LEAST gt1E PECEPTAf.LE. IN ADDITION i0 ANY PPOVIDEU FDP SPECIP IC EUUIPMEHT. SMALL BE INSTALLED IN All gTTACHEG GANAGE APCA 20 12o ARG fA1Ar BRCKCR p1RY1t PROVIDED VITH ELECTRICAL POVER. ALL GARAGE RECEPTACLES INSTALLED 70 BE GkOUNp FAULT INTERRUPTEF PROTECTED I ~ - Ap[ rAULT MCAKCP 11. ftRE BLgCK IIT. PEDUIPEO AT OPEBIINGS APpJNO VENTS, PIPE<_. MJCTS. CABLES pND VIBE[ pT CEILING Ailp FLppE' LEVEL VITH NIJ AFPkgv EG 21 . MATEP.IAL Tp RESL'T THE EPEE PgSSAGE Of FLAME AND FP.q DUC TS OF f,OMBIATION. 22 20q 12-2 APC fA0.i BR[4K[P CLECtPIC HEAT NO 02. WHEN MORE THAN iV0 NM CABLES COI ITgpllNr iVp OP BIp+E CURREIIT CPkRY1Nli C(BIUUCTpRS ARC INSTALLED VITHpUi MAINIAII+II IIf SEAL itK eT (wl /lAA'oF BETVEEN THE CABLES IOR PLATED IN THE SAME m'ENINGr LHgLL BE FIFE OP ?Rpfi .TOPPE? USIIIG THERMAL INSULATION, fpUly`OP ;EALING 24 / /rp PbVitT/aN TORN. THE ALLOVgBLE AMPACIiY of EACH CONGUCIDR SMALL BE pUJ11STEU IN Af,Cpp DANf.E WITH TABLE E3BOS.3 w~i pA'~E~ ~/Yr 43. VI$PE SUBJEf-T TO PHYSICAL DAMAGE. CABLC.' SHALL BE PRDTEC TED PY RIGID MCTAL fpNIXlil. INIEPMC?IATE MEipl CUNDUIi ELEL.IFIC AL 25 ~!1/~si• !1 METTALLIC TUBING. SCHUD0.E BU PVC RIGID NONME TRLLIC CONDUIT, OP pTHEF APPPOVED MEAI+S VHERE PASSING THROUGH A fLppp0P, THE LpbLE >+7B RBUTf ABP, Y(B0LBBURS PI +TB4t SHALL BE EIICLOSEU III RIGI? METAL CONDUI i, INTERNE?IATE MEipl WNDUI T. ELECTRICAL METALLIC TUBING. SCHEDULE 90 PVf RIGID 2> i6>ol BBT-tai.T FAX (2TO/ AaT-at2o NONMETiALLIC CmlUUii OR OTHEP pPPPOVED MEANS EYTEIJDING I+qT LETS THAN SI% INCHES ABOVE THE FLAP 44. LAMPNgLDEkS INStALLED IN MET qR DAMP LOCATIONS SNpLL FE THE VEpiNEP.Pkppf tYP[ I 29 15A N-2 rdN[PN UdIR N10 Pff[PiE 12o of fA1Ai BPEw4p MASTER ELECTRICAL PLAN I 20 ISn 1+-t 4[IERK LILNIS a+4 RECEPI: 120 KC TART BPC W.EP Yr. 4u6 PCN • 125A 'UB dCCB - 12-1' 'PMC. NIIBIMM ILL[: ENCPpL LIGNTINq i11Rn)li dAi ~ DRP/DWP/KLN 11/22/70 ovr ~ A ~ ¦ i •SRN[ NES(RVEG fw 1M 11p1( STW R MTIgVN• PANEL BO% L[ICALIpN NAV vpRT 11-2 I PANEL BO% IOCpII011 IN PASCMCIIt v.i Lj l 0 J fY BASEMENT NBOCLS----~ r vl ` rJ r-----'{'---'~-'--_ rr_ ___eeveexa___ ______________1 i i 11_B 11-2 DB wl I v 12'2 I I I 1 1 liol ~ 151 ~ , / li' IB-2 SL ( (~I 1 I I I ~ 12-2.J 9 r51 L I I 4~ I I I it 1 1 1 ~T. 1 9 v I I I I G tlPt. ~ I I I I I L/T~. 1 (L ~I. t' t f i i I______l`..1 ~ DPT 't' r~_ 1 i2-2, i ~ I ~ C I SR 1 I / 1 1 ~ r', II - _ ~ _ ' 11 , j___ r _ i II ~ vF i' 12^2 ~ _ k~_____ii IL________ _i, i \ I1~ i i ~ j I I Ir 11 Sbl \ (°\L_________ ___.{Ll I ~ ir_____.__ , I ~ I \ I I I I 11 sD . I ~ II IL.._____r"r1~ [u] \ I+i SI 11 Sir *cwr tl _ __JI Ir-__ I a r Sl I I \ 11150 \ 1 24 20) i _I~I-2 ; i _1~pC _ 11-2 I s I 1 1 1 \ ~ 1 l'J If___~ i / U xRiE~ 11 1 - 1 1 Ir____r I I ~J I ~ 1 L_-_aL 1 1 ~ VNCN PECPSE. APC INSTMLEDI 1 j---1_ t 1 I 11 ~ J I IN BPTIONAL wWAGEE THEY i i i i_ L) T------~ _ i 1 f_---~_ - SNKL IE VI PROTEfICO 1 ~T. 1 LG 1 IV's I fJ I II I i lT 1 . \L--_--r-_'-_/~I BSNLI, 11 1 11 I r- I / LI r ~ ~ / II STRIPS lir ILL i i 1 1 / 11 I 1 r- -I OFT. - I OPT. LIGHTS CVi GARAGE 1 I 11 ~ I ~~~~y~s~ LT DPT. 11 L1~ i t 1 1 I .'1 I p Lr. 11 11 ANB Ml RN. rLTS iMr - 1 i I I L~ I I I t9-2 I L----- I I~i\ / BE ITLCD PBR CN(P -1 1 r 1 1 1 I I 1111 ~ - t l i', 1 i sKfl D IICNCD PEFCPT i i 11 I I II : ~ r 11~ Ir I 1 II ,I Ir ~ s I r l J II - i~ - I I I ~ _ I I ~ CS - 1 LL___-____JJ_ _ - ' ~ _ - - - - Ir DBI v_ 11 . _ _ _ _ _ G i Y 1________ L____________t__ __r ____________________J `n}J I 1 vP tYl I TYPIEAL WIRING OIPGRAM 1[[ IMPIVIBWL «mR 0.M1 fw C%KT VIPIN4 umlwpw va1N4 BIpwRNS pvpnpa[ 1 1 J~ I ~w 1 ml J II I IYT[ n, LI I•. T 1 1 BH- ^ 1 ILf ;I I 1 1 ~f-~1 1~ 1 `I i_ 1 u_J L_n I 1 .1 _ 1 m VI I • VIP( rD K CTVB(ED INNV «DOP r6 - ' 4NRIP wsENENr uNTpLUrlw s sNOI( Mt(uw I s1- :EE PAGE All fpP PANlL LA'lOUt AN4 URU ITT UESIGNAi1O1J OPTIONAL PAISE kANCM EIJTki IWITN ANO wITNDUT REEESSEU ENTRY! I Eli. vpLL [X411000 TNIPB PpOfT~ r-15~~ 21[ATNilfi 1 I P VIM. 01! pOYYy~ f -I ~ Z I I -A~LTRM IR}I TIAL LB'.]' LPL CCPEV DP Ap~.CRL. -4_ Ni. W SIOIIG. S[LP 1MING SCPEV VI1N • a TL .a y 2 PEP RR, fPBNt STRP vpSKR, IHN ^ t R[N w Sitf. (LI CRMl01~ STRdP ~g Vf.~ i j 1_j I w Sli[ Kw. ;IUllb: D' js 1 1 1 1 PG RMIW V 1 I I I -"'tl .rte - :/0'.J' Lpfi SLREV [R 1 1 1 1 T $ElP TPPING SCR[v ~i Ly~_ I `~J"' µ ~ i _~-{61-~ STAR Vp$NEP. fMRU SID! - a10 %R[OPVDI~ :LRV 01RV11 IN I ~ ly (V Mw. GPQI14Dq SiPLP 4w1,1 ms rtJx or AIUMIIJUM .IUIN, GROUNDIN, UETAIL Hal, ' ~ n%z aourr st:, rmDLaeuec. PA nets (s%o) us-aas rIx (sso) ssT-RSOo r MASTER ELECTRICAL PLAN ( OY MIC IkV GVG .b I ~ oaP/owP/KLN n/z2/lo Q ~ 2 i I la-a Cil ~ 'P6[PV[D rM rK vNI pf N'HOWC f csl 61 / I'-. 18O0V I o ^ T9UV I ~ ~ Sae ( ~ Ifl-JO .1 " _ ~ - 122 IPoW ar nB I ~ _ J r I ~ ~ ' Ca OI~ \ _ _ I Iz-2 J 1 ~ 12-` ' - 1 - I 7 I!I UIiIT •9• ~ ^ i ~ t/_rJ N,~ ~ IUi I "I. r I i I I I/ r ~ T I r'":P . l' i ~ ~ unl •o~ C I I r e \ y I 12-2 _ Sr 11 - 12-2' ~I 'v~ yam, I ~ I i xB x. ' zwa pl nB ~ R_2 1 I L 12-2 L, (r}__________ L / Pa Bspr m j IOOOV I I 12J ^^IS I so (;I ~1 ~ m aT n I2-2 _ + ELE[. UROPS Iz-z 1 A' ' Ir rr~~~ ,1 1 I .\~J ; Lit ' I C+J~ 1 ~ r - x T s P I I I ~_r5 ~ ` du l _ \ I 12-2 • C~II I L___ I Ja a T ] 1 I _\I I~ ~ ~ ~ilO 1 ~ ~ 4Ni Y' 1 ` II I / I / I Ulall 'A' I r I 91 3p L I f n R ~ L l _1 i~-~ _ 1_'n _ I BAO1r IWOV oFl tl /j2-3: li L ~ 1 I _ i i 4 zlmov 1 I _ leoov J TfFU_AL `.ECONG _TOkI ELEI-TFICAL _ _ _ w. laz -'Il TYPICAL CAPE ° l~T ~.TpRY pF ~ STpRY ELECTRICAL . SI vl ~55yy Or I25Nr I L: I I J'1 250V 1 i -ti lg.p 11 ~+i i_Qz I 1 j.. - uSa ¢-z 1~ I 'I Iz-z ~ r, _ Ip Cal la^z !B) I-, 8 " ;I / ~ > BI 12-a ' ii IP-T I s `I M-~ ii a-a yUi ~ : -~a rJ IL.~-__y~^ a-. a-o yr ~ Uul' 1 J ~ 1i61 _ ~ y - ~I - - ~ I T r I w.o i )'p'^~ Iz-z i ~I ~ ~ i le-z -1 _ ___-i V& MyI~ \ ~ u-z 1 lil I I ~ 1"~ xw I"- 1. 'fo)- 1 I ~ ~ / -(s 12-a _ / TrPILK PNCL YMPB lpNTiP! i _L___ ~~~1__ awn 1 ryP rPPVL AK[ MOLELS ..nol li) tiq:T_-_l I z-? ru . ~ 1E' I C--Ar2~ - 1 ~ N ' V : U i1er z , , Ct I m a.r „ nn .'p 1 C'e ~1_ a3 --~`J_"~"9'J' «[c. D[pP1 Ji1Li E'~ 94(n f i Invl pa .---J` Iz-z. (N• vn u s -ELSU. unse Nwarwwl~r ~i___i rz9 T" 12z r~. I dl ',G'i X12-: _~xw I nw - I I' , RS ..J" \ i M-- u L -n / ~ lah112 I ~ ¢.I ~ ~ I I _ I M-z I I I "'_1('51 161--J.,..1_ u i i I i ~ z J ~ISIZ !il ~ I I I lil I r I I I I I I .I [141K[A LNIPB Pµ rY. ITPICK MPLINILE Mlp MCCIYNICK I / I EPIIPI[Ni LpG11NN1 IN CRAK r4B6: I ~ I ~ / ~ tp,oP NEW 1"O H-] r_ J~1 / Ir_F__ ___Ir___, ,ate; •p-. I ~I" 1~r,\ _ I . Il3plV•Y,'1~~{II,L_ I[ IzsUV ' 2~N 'SC3 CaL I zWYV icy - IS .Ht F TYF'If_AL UUFLE;; EIEC TR'U:AL pVW1i I GENERAL NpTEJ I I rxs rei.r or I. THE NBOVE ELEf,iRICAI PIpN IS SNOVN AS A iYPlr ql LAYOIJT ONLY. SEE II IUIVIDIIAL PLANS fOP Af PJAI 1AY01Ji. ~~pl- vMFICJION 2. POR gp01T[ONAL NOTES. DETAIL° AIJD TYPICAL fIPFUIT SCHEDULE. SEE PAGCS A? THPU q12. G 7. HEATER SIZES °_HOVN ARE POP ILLUSTRATION PURPOSG ONLr. HEAT LOS- CgL[ULgilOHS vILL bE C@1PLETEU fOR CAGH INDIVIDUAL FLOOP PLAN. HO~tf.ES, lNL. PpR pDD1TIONAI. HEATING ?pTES ANU HEAT LOSS INFORMATION. $EE PAGES AN - qa5. lq2 RBUTa ]ta, Y/p01[RURR, Ya r>paa ELECTRIC CIRCUIT L£AUC FOR UNIT 'r• 70 UE PVN IN !HC FEIUNG TO :PELT VI1H LABELED AMP COHNECiOP' FOR OII SITE CgHN[CiION TO LItE (p>ol p]>-t]]] PAp'(p>pl p]>-ptw IABELEp ANP C01"NEC 70RS IN lN"I7 '0' ROOF ~ AVIV. [IPUJIi LEADS FOR UNIT i? BC UPfIPFEU DOVN A iHASE AIONb VITH UNIT •0- [IRC!IITS qH0 rr01LEU r VITH ur-n• ION, COIL'. IN THE SECOND '.TORY ROOK JOIST POP ON SITE rOMPlEilpFl IN bASEMENrI TYPICAL HEATING AND ELECTRICAL 5. A VgIL SNITCH f0 tpI1TROl lllilli lPlG MITI R'. fOP IN iEP1OP 'TAIPVAYS ".HALL BC PPOVIOCU Ai EALH fL00P LEVCL VIICRL ,i A(PVAY'. D~ ONI[~ atv Dvp rat HAVE SI% OA MORE RISERt ORP/OWP/KEN 11/22/10 A ~ 3 ':JI II II I'I 11UESII 1+. nl'1: ~ HOME., III[. WILL IIL;TALL ANU OF PP.O`. IDE UUCTWOPN A• I'YI i { Ilrl U ON THIS PAGE 11 _IiALL BE THL RESPONSIBILITY CIF THE 6UILDEP TO CONTACT A 4UALIFIEU MVAF CON IPA[ TGP TO SIZE ':PACE RESER VCU IUr nu u,u CTNI}" OF ar Ppvd DUCTWOkK PER EAIH 16101 VIUUAL FLOOR PLAN AbIG PROVIUE AFE% VITM THAT INFORNATIOIJ IF DUCT °IZE~ OTHEP. TMAN WHAT IS SHOVH ARE UCSIPE U. WHEN qPE/ HOMES, ?~n. PROVIDE[ THE FUPNAF,E. AN INUIVIUUAL PLAN WILL BE UESIGNEU ANU N4LUDED AS PER AN MVAC PLAN OESIGNEP. SEC INUI VIDUAL PLAN FCNt ACTUAL LAYOUT. GENERAL NOTES L SEE FURNRCE INSTALLRTIOW INSTRUCTIONS AND CQUIPMEIIT MANUAL FW SPECIFICATIONS. I 2. ALL GAS M FUEL LINES TO BE INSTALLED ON SITE BY OTHERS Nr A DUALIF IED MVAC CONTRAQDP. 3. FLUE PIPE TD BC INSTALLED ON SITE BY OTHERS. 1 4, WCT CROSS OVER pN0 RETURNS AIP SUPPLY IN BASEMENT' i0 BE INSTALLED ON SITE BY OTHERS. 'I}(_ S. INSLLATIWI VITM A MINIMUM THINNESS OF 1 t/2' SHALL BE INS iALLEO ON ANY SPACE HEATING DISTRIBUTION PIPING LOCATED OUTSIDE OF A CONDITIONED SPACE. 6. INSILATIDN VITM A NINIMIN 1HICKNES'_ OF 2' SHALL bE INSTALLEU ON ANY `UPPLY DUCTS LOLATEU OUTSIDE OF A CONDITIONED SPACE 7. A LEVEL VORKING SPACE AT LEAST 70' DEEP AND OD' VIDE SHALL BE PROVIDCD IN FRONT OF THE CONTROL SIDE TD SERVICE AN (APPLIANCE. se & CATEGORY IV CONDENSING APPLIANCES ARC REQUIRED TO BE EQUIPPED VITM AN AU%ILIART GRAIN PAN U1ILESS THE APPLIANCE VILL iNUT QOVN , ~ ~ - IN THE EVENT OF A STOPPAGE IN THE CONDENSATE DRAINAGE SYSTEM. 1,,,--' 9. DUCT COMIECTIONS 70 FLANGES OF AIR OISTRIBUITION SYSTEM EQUIPMENT OR •HEET METAL FITTINGS SHALL BE MECHANICALLY FASTENED. MECHANICAL FASTENERS FOP USE VITM FLCKIBLE. IWNMETALLIC Alp OUCtS SHALL rOMPLY VITM UL IHIB ANO .HALL BE MARKED (BIB-E r. /r I f f i f ~ f - - - f - - FLOOP PEIiG IEF COOT - I'9. eAC ?0' AIH'•LE PEGCTEP BOOT IJO. S? CENTER ENU ' PESI`tEP BOOT I '1 _ H 4, MN LM~1.4aIH1~^ Q ~ YRNf.R 4d Y1 f OVAL Ducr TO .N..A..+.•.m~r. a W u 7!PPLY 2N0 PLOOP ~8c" IJ FLC%IP PEGISTEP BCIOi - ~ 5' FLEY UIRT. C W ` ~ NO. 50C ?0' ANGLE ` R 6fiISTER BWT [NDIIQA rnuH PNern H0. 9 CENTER EHD ~yIS C::.... i 6..1 . RESISTEP. BOOT ~ SrIB F-OVER TALL g~~w~ _ I T; ~ {A_~GTb vENI [R a ~N~j ~ _ i II I - ' ~ r- DP, BDVEP ~ a~ BIPCCI VEHt GAS FUTNACC LP,AWL SPACE BA;EMENT MODCL mewl I A ~ r- W a ' ~ I ~ rrr vur Ar fl>t ROUTf StY. YJOH/dHURC. f1 Irf11 i (d]O) BJ9-lJJJ fAr (BTO) 0.1>-OtBO MVAC SHEET I Br. WIG PEV pVli Ip I _ DRP~DWP~KLN 11 /2210 A ~ ~ r 'SPACE RESERVED luP INL .I AIL :IAMY ~ AvvvU lqL -OVAL DUCT TD SUPPLY ~IVU FLOOF n 0 ~J ~ I I~ I - I H i r...' L~i ~ I ' I ® Ix10, 9x12 2x18 FLOOR REGISTERS I ' 1FJ' LSD INSTALLED' ' ' ' ® lbxl6 RETURN AIR GRILL I \ I I pe_ ._._.____t I J_-- L-- J I pp~~JJppII v~ ~ I I I J S ~ ~ a I in , _ I I / \ ' \ I t I\ /I • I N I ~ ~ - - -1 ---V I I I ' ~ ~ ' i ~ v I ~ 6'x42' USD SHIP LOU~~ ~ ; / I I ~ u ~ ~ I I I , --`------------i'-- ~Yi"GF-' ac I i I rwI I I i ____r__ ' ' 6' 18' ?~U IIJ"TALLEU ' ' l _ _1 _J _L _ ~ _ _ _ i - I I W [war 1r[r[~ n .iAPT II M~ WLI AF II ~l~~y~"'rrr„ PEGCiEP @OOI I~~ i ( ~P' fAPE AIJD STPAF' FLE JI i TO BODT_ LOLLAP' .EE MECHANICAL EUUIPMENi MAIJUAL I Z~~t 5' FLE7 DUCT ~ TRUIJY ~EIIU T? EIJD ~ J~ ~ r._ J.~ti 6fi1NLLR MIRB AMTb Abp N[q ~ A~~- WHEN REQUESTED. APE6 HOMES, INC. VILL INSTALL ANU/OP PROVIDE DUCTVDRY. AS PRESCRIBED CIN THIS PAGE. I IV ICS,,. ~~1 war y IT SHALL BE THE RESPONSIBILITY DF THE BUILDER TU F@ITAC7 A DUALIFIED HVAf, FONTPAf TOP TD SIZF I J DUCTWORK PER EACH IIJDIVIDUAL FLOOR PLAN AND PPOVIDE APE% WITH THAT INFORMg710N IF DUCT SIZEL OTHEP. THAI) VHAT IS ;HOVN ARE OESIP.ED. ~J~, - 01FW1t VHEN APE% HOMES, INC. PROVIDES THE FURNACE. AN INDIVIDUAL PLAN 4lLL BE UECIGNED AIJD INCLUDED I AS PER AN HVAC PLAN DESIGNER. SEE INDIVIDUAL PLAN FOP ACTUAL LAYOUT. ~ GENERAL NOTES rstvs..rPf ' 1. SEE FURNACE INSTALLATION INSTRUCTIONS ANO EOUIPKIJT HANURL FOR $P[uFp:pnons. TRUNV LINE TO rRp~`_.pVEF~ ~ vrv~rtiR,r 2. ALL GAS OR FVCL LINES TO BE INSTALLED @J SITE BY Di HERS BY A WALIF IED HVAC CONi RgC10R. ~ ~rP~ 3. FLUE PIPE TO BE INSTALLED ON SITE BY OTHERS. ~ HOAlBS, NC. 9. DUCT CROSS OVER AND RETURNS RIR SUPPLY IN BASEMEHIS t? BE INSTALLED ON SITE BY ?iHER& I n]S RRYTt 6tt. YTRRLfRYR& PI nett S. INSULp710N VITN A MINIMUM THICKNESS OF 1 I/2' SHALL BE INSTALLED ON ANY SPACE HEALING DIS iRi BUiIDN PIPING LOLA7ED OU ISIDC Di p CONDITIONED $PAF.E. (s]o) an-sBtd P,IF (6>0) R3]-uoR 6. INS0.pilON VITN A MINIMUM iMICY.HESS Di 2' SHALL RE INS TALLEU ON ANY SUPPLY DUai LOCATED OVILIDE OF A r, ONpI TIOIJEp $PRI[[. A LEVEL VORKING SPACE Ai LEAS1 30• PEEP pNU 30' VIDE SHALL BE PROVIDED IN FRCRJi Of tHC COIJiROL SIDE TO SERVICE AN APPLIAHLL. HVAC SHEET 8. CRTEGORY IV CONDENSING APPLIANCES APE REOUIRCD TO DE EQUIPPED VITN AN AU%ILIARY GRAIN PAN UIJLE SS THE 4PPL IANCE VILL SHU1 OOVN IN THE EVENT DP A STOPPAGE IN THE CONDENSATE ORgINW;E SYSTEM. Br oArr av. ovA raD DUfi CONNECTIONS 10 rl AM4r'~ OF AIR DISi RI BUITION $YSiFH vniIIPMENt OP CHEEi METAL FIt IINb: ~.liAl I HI" HE LHANICALLY FAS iENFU DRP/OWP/KLN 11/22/10 t R MECHPHIF qL FAEII.NI r ~ rn ail. V11H FLE%I BCE. IIOIJW'.Igl I H ~bv UUIa` '.HALL SOMPLY VII? itl ral ..im .uRLL BE HgP.YED IBIB-C ~ 't i I II'U_r-1L I--?IJI ICI (,IlUll H?L UDOWII lll Ir11L' rrvs coprs?IV "''^'=rL rw ttgr[ •rcur¢B rw rK ngrz Inwo wxw.N B0.1CG f0 C[HiEP .IRpEP <"SEE H?USE GPECIF'IC BR'ACEWALL ?F~ '/B'PnRBE. !SECOETAlLAIpvEr VATER PRppf STCEL PIPE BELDV GRApC SHEARWALL PAGE F?R REG!UIRED L?CATI?II_„ B.r~, [DIJC. STADI4RJ USP STADI4RJ CONC CQVC- E%P JOINT 1/['eB'xB' SLL. R VNN PERF. BRAIN J• Cpw:. FLQ01 1R' OIA R.B. AS R[0'0 EDGE INSTALLATION C~RNEF. INSTALLATi~N I As REO'B t2) FULL LENGTH 2x S1UUS ~c3) FULL LENGTH c'x STUDS Exi SHEETIfx C%T iNEE11NG CONT. CQNC, r®TER-+` vARK: a'NGRAVE& 6 MIL. V,B FOOTERS vnRY FWTERS VNPY EXT. WALL INT. COL. rBR Tv0 stoRr INT. PEEP. ~e ALL FOCITERS SHALL EXTEND BELCIW FROST LINE S 38 16E $INKFR STA3B~R6tl~SINKER ~ / I- r~-~;;;- - TYPICAL FOOTING nF~TAI . \A1j} 1. ipi0 SILL PLA1C iR70 SILL PLATE Ea~.y \~ie;~°~r M[TAL vAilus„ a + b `"~,y MIN. REBg[R~gL[EpN7GE7T~N ~~-owrs,`~~.?~~ri`i rl 2XLENfiTH +12? F Ltl cA - - \ ' B -MIN REBAR LENGTH ~ v`rLY~6' ~iw ' USP TDX14 HOLDDDWN o ~ cNBEDMENT ~r,D*"` ~ ' wl~~i n,,,~ - ' iNSTALLATIGN ~f r'/ ' MIN D' CWCRETE I f /~r',.1 ~DA°P: fy~ STEM VALL Ma's Yr ~ ?P'_7 ~ Ar hP % / Sp! ~ P 'aFA MBR[B RATE [YE l PIM FULL LEIJGTN 2x SPF e[ SiUDi Iv ~°~;r•°"T c_g * 4'`< Ivy" TYPES ?F SILL ANCHOP~• / !Bur wT uwTEB to rlc nBOVE ) t Ux11 FAST[[NING W I' B0.TS ti 3 ~ S~ ' ~ ~ - ~ [ wnvwww i0 BUILi ryF STUD EDLtMB e. ' ~ . ~ ~ ~ Vii( now I[5' AMrHUP BULT r0 FIIOiEP _ .it --:-,i/~ _ ~C ~J~'I,-r'~~1~ (gU`.CPIiERVKiHEAD~p11a.ATIOHS ~~y,I J+' R r~` °'is"" ds`o ax. I, I.1i 61i (,11'1. 1 I I I I ~~IN p _ r~.~r.,u_I .L_r. ~ I I I ITI I I i IfiJ I1 ~ 'III - - - - ILUpP PEA.IMETEF- 1111111 _ ~F r I1 ~~11111.111 II '1iJ 1111 WfIU~ ':EI_TIDN FDP I IT II III' ' I.. a°, niivi~ 11 r~ I: Il..., "F' IT / :I ~ ~ I I T I I I 11 1~ ~ a~~ '•.rcn LEKL ~ - 1 I T'> A~~. IVIO :ILL FLA7E - I I I S r Lr': u1APE-BAP v _ ~ I I- II II11 IIIILII_I~ - r°ar III I,~>~•4 c nv[FtaP v nJ wPNaP I I I 1 1 1 I I I I I I ~ IAA I- 41F,E IIE ID wLn I I I I I I I I 111 a nrr. InHIL PouPED I I I 11 I I I I I I I I I I I ~ I I I I I I I : r,! I II I I I I I I I I I I I I I I I I I 1 11 11 11 11 I, I I I111' I I I, I „^T,I .,.F 'ial"PE~BTI:aa~Trro . J 11111111111,11111111111 hl~l,l-Ll~ J"I I I I 1 JLU v/nnL PTRF LuPf ~ J, , I I i i 11 11 11 11 1 I I I I .1 111.11.E 1 1 1 1 1 1 I ~°Yr^" `r. Niiiulla,I:ola:RElr ~ ~ IIIII111~1111 .IIIIh1'II 111111111111. I I,eo"'~ 11111. 1111111 II II II ~!I111 111111 11 I ~~'p'~` I, 1 I~ II -HmlMii[uNEHr - I I I I II I IT I I I I I ' IN luirzP Ix rw¢P' I I I- / I I I I I I I ~ ~ I I I" I I 1 V I I I I I II 11. 1 I I. r ~,a~' • I" 11 11.111.1 II I L I~LIiFF'AI_ IdOTL'_ i'~'rll IIJITI 11 I. `I ,~A 1.1111 T17 1.11) 1 r'^~' I R' ~.ObICREIE BCD!-Y AILh',IEP P.EWIAEU VI1H IU ~U' IWaIMIIM Ir bALY PILL Ezf EEUS 5'-I!' gBDVE FIIJGIIEb F'Al( H rYr ~?,I ~I 111I~I IIT I'I~I c~•y 1111111 I, ~I IjV l ~7~"~„"~~ • CONDITIONS AND/OR PER LOCAL CDOE REDUIREMENTS. ~m'~• ' 2. LRgVL SPACE FWNDATi~1 REQUIRES A MINIMUM 18'x29' !KCESC OPEIJING FIXt VE+IiiLATION 1 SD. FT. FOP EvEAY 'I-I,r~~~ ~ Yr~Yi~ ~p~~t _~/y B't_ 150 S0. FT. DF FLDDR AREq r IF USIlKi CLASS 1 VAPOR RETARDER, CAN BE I ^.0. FT. FOP. EVERY 1.500 'D. FT. Dr gREA f AP ~~U~).I rr+ ~I i.• YT ~ ~ rte. ~°i~ INt PER LOCAL CDpE. PROVIpED BY CROSS VENTS MgpE INSCC7 AND RODENT PP.OOF VITH SCREEW OR LOUVEP$. MINIMUM I~ r, Wi TW? FAMILY A-c \~y--T~ i _ CLEARANCE BETVEEN VOOD MEMBERS ANO INTERIdt GRpI1N0 LEVEL IS IB'. ~ f 3. VINOOVS OR VENTS (INSTKLED BY OTHERS > ARE REQUIRED i0 PROVIDE 1/150 ~ fLOOP AREA AS FP.EC I TWD £TDP-Y / ~.v VENTILATION AND SHALL BE LOCATED AS CLOSE TD THE CORNERS AS POSSIBLE. \ / 4. IF VINDOVS PRE INSTALLED IN LOVEP. LEVEL DF BI-LEVEL UNITS, VENTS MAY NOi BE REOIlIREO. CHECY LOCAL CODE REQUIREMENTS I r s[o I ww.L vLnu v J'E= U~Ix¢m rxwR wrr. i PERIMETER BEAN ! RAIL i IS gTTgCHED TD THE "ILL PLATE VITH 16tl NRIL:. AT n' Or, • UNLESS NOTED OTMERV ISE , 4 FIRE SEPARATION VALL`. SHALL BE WNTINIR]US TO BASEMENT FLOOD ON SItE BY OTHERS. ~ _ _ _ APEX HOMES. INC. VILL NOT ASSUME ANY RESPpJSi BILITY ff TiIE COLUMN SPACING INSTALLED BY DTHEPS EXCEEDS THE MR%IMUM SPANS SHOVN DN THE INDIVI WAL FpIINORTl011 PLAN LAYp3T PPOVIDE0. i r•------- F----~--"°---------~ I I I I r ? I/2' DIA. OP NBIY~ B. THE LOCATION OF THE VASHEP, DRYER, vATEP HEATED AND/OR FUPNRCC IF IN ti/E BASEMENT IS 10 BE INSTALLED OH I we vALL rw SITE BY OTHERS PER LOCAL BUILDING CODE REQUIREMENTS. I 1 I SIB[ BY SIB[ , I 1/4' LAG SCREW h~~BM~~r o '2 f 9. THE ANCHOR BOLTS SHALL BE PLRCED SD AS NOT TO INTERFERE VITH ANY FLDOP IOISIi. R I I t 'a I I I rr~i ivAVnTlwr , d IQ SIZES SHDVN DN THE INDIVIDUAL FIXINDA710N PLAN RERECT VOOD t0 VDOD DIMENSIONS OF THE VNITS ALLOVIOG THE i I I 1 i t SHEATHING ANO SIDING TO OVERHANG THE FOUNDATION VALL IF 3/4' FOAM IUSULAiIDIJ IS USED, fNCREASC THE ~ j I I I I 4 1, FOUNDATION IN LENG7H AND VIOTH BY 1 i/2' 70 MgiNTAIN THE PRDPEA OVERHANG. THIS APPLIE' TO ALL PLRN MUIR:LS. ~ I I I I I FRONT VIEW ~ Amw a II. ON °ITE INSULATION IN THE ROOKS OR ON THE POUIIOAT ION VALL^. A$ P.EQUIREO TD BE iNE BUIL?EP / pEALEP I I I I i MIN. UISTAIICE A RESPONSIBILITY AND IS 70 BE COMPLETED IN gCCQiDNAGE v1TH ALL STATE ANO LOCAL WDE REQUIREMENT;. 5 roe r,~ I r-I r~ I I V2' TM(CY FOLUMIJ LJ LJ I ~ ? FROM EDGC 1 12. ALL CRJSTRUCTION AND MRTEP.IALS BELOV THE BOTTOM pF THE PERIMETEP FLOOD JOISTS IS THE BUILDEP DEALEP ~ I 1 I I J S I ` TOP PLATE RESPONSI8ILITY ANO I$ TO BE COMPLETED IN ACCORDNA[E VITH ALL STATE AND LOCAL CODE PEOUIREMENTS. - I Isa cwwr rn nP. rrv. rrP. I , iTYP'' BBBRry] ANY DETAILS `HOVN ARE SUGGESTIVE ONLY. ~ : I I I 1 I o_ 13. A SMOKE DETECTOR SHALL BE LOCATED AT THE BOTTOM OP THE :TAIRS AND IC PAOVIUEU ANO INSTALLED BT I I I I I I ~ -E THE BUILDER /DEALER /OTHERS. THE COIL VIRE FOR THE SMDY.E DETECTOP iC INSTALLED BY gPEY. NOME'. IuT. ~ A I' I I I I / ( r SEE INDIVI?UAL PLgN FDR LOCATION) ALL SMDY.E UETECTORS SHALL DE INTERCOMHECTED ANp VILL gCTivATE ° = I i i i I i I i ALL DETECTORS VHEN ANY DNE pETECTDR IS Af,TiVAiEU. B I I I I I I 14. FOUNDATION DRAVINGS ARE FOP. REFERENCE ONLY. RCTUAL PDINJUATIpJ PLRN RUST BE UE°IGNEO AND PP,OVIUCD Br q I I I I I I I i HCILE FAR I/2' / ~P~1` PBR/XY'TroN~ PROFESSlWJAL ENGINEER OR P.EGISTERED ARCHITECT IF REWIRED BY LOCAL DUILDUJ6 CODE OFFIC IqI. I ` ' - i ` l\ ~ L ~C `---J S / -DIA. LAG :;CREW I ____cc mrz n ____~A________________________ I5. INDIVIDUAL FpJN0ATI0N PLRN$ SHALL INCLUIIE THE LOgDING FOR INTERIOR COLUMNS / PIEP.S FOP PROPEP pESIGH ]r]S ROUTI 611. YIOBLRBURG. PA /]R4s OF FOUNDATION BY OTHERS RANCH (STB) en-aJ].Y Gx (e]P) en-Rt9B 16 ALL MORTAR SMALL BE TYPE 'M' OP 'C FOP qLL MASDNRr. ~ BI-LEVEL TI]P VIEW I]. REFER i0 INDIVI?UAL FLODP PLgNS FOR LOCATIONS Of AOUIiIOIJAL REOUIPEU BASEMFHT SUPPORTS FpP PDIHi DP pE TYPICAL FOUNDATIONS CONCENTRATED LOADS r INDICATED BY AN gSTERISY. <n rw? FAMIL r T I PIFAL ~ ?LIJMfJ DETAIL B.. wro TWD :TDP'i DRP/DWP/KLN 11/22/10 x[v' TNB o r, T ~KS[rv[D rmf IK surz slAr ur .rwR.n I SEE INDIVIDUAL FLUOR FLAN SEE INDIVIDUAL FLUOR PLAN _ 1 1 _____________J r•___________.ti_r___________1 I ~ i r.___________t_r___________~ 1 I I I j I I 1 1 1 1 1 S j 1 j I I I a 1 1 I I 1 1 a ~ TW? FAMILY • 1 ' ' ' ' I I I ' 11 1 I I 101 I?I 1 1 q i 5 r-, r-~ r J L_J L_J S 1 ~ L~.i ia~ 4 ISEE MUTES SEE NOTES SEE NOTESi ~ `o i iS E NUT S SEE MUTES SEE NO7ESi ~ ~ ~ 1 1 1 1 I I SEE INDIV (DUAL FLC[IR PLAN H iJ i i i ~ 3 I i ~ 1 i I 3~; i ~ i ~ I I I I 1 ~___________1 i___________~ 1 I I- Z_r -1 1 11 1 _ I 1 I 11 I ~ i r I I 11 I ~ 1 a 1 1 _J d 1 I 1 I 1 1 1 o i 1 ' r 1, I ~ 1 1 I 1 1.1 1 I I J 11 11 'I IJ i I I 1 1 I ~ ' , ' 1 1 J 1. _ • ~ ______________s i ______________.t_ r__ i ~ _ j 1 _ 1 I - _ _ _ _ 11 I I 1 I 1 I I 1 ' I I 1 ' ' I 1 ' zv.z.• tole. rulac ~rmr. I 1 1 ' m•.m• cot. irw nat. I I 1 ' N•.tP (or. •sMrA[ :IpY.f, r®r[P ; 1 " I 1 m'•m' COC rtw CrpPO I i ~ rrwr[r v1 r s,rn ID•nA• aou 1 1 I :EE IhIDIV IUURL FLOC PLAN ~ I 1I DU calm nrn rd cR.n I 1 .I 1 I SYK[ i ' ~ I I O I 1 1 1 i. I I 1 1 i 1 1 _ _ 1 Il L_J l_J l_J l_J S 1 1 1 ~ r - ~_l ~ 1 1 I I I MUTE: SEE NOTE. .ll' IATEE SEE IATES :EE MUTES i 1 1 1 1 1 i 1 l i i i i' ~ I ; ; 1 ' i I I 11 ' I _ 1 1 I I 1 1 ; 1 1 1 r-, r- 1 ; I _ ~ _ 'L 1 1111 1 I 1 I I I I I L J I ~ 1 ~ L_J l..) _ LOJ 4 1 ? 1 I II EE INUIT IiAJAI FLOOP PInN ~ I ° ~ 1 SEE NUiE. SEE IAIE'. SCE BATE[ SEE NOTES ;EE IIO7E' 1 1 . I a m ~ i i i _ wwuala~ ° 3 i i i i i i 1 i 1 ' i 1 W I I I I 1 5 r, r-, r-, r-, r 1~ 1 o I I O I I u I 1 OI I I ' lJ l_J lJ L_J y I CWiKCM iMPD PMiI• 1 i SEE MUTES SEE NOTES SEE NOTE` SEE PATES SEE h[ITES i 1 ' ' 1 1 I 1 I 1 1 I I 1 I j i ; i 0~3gP~NEWy d 4 . ' 1 1 1 F I I 1 1 1________________ _ _ i I 1 orau[r rxt' vr~.T ai ~ ~lPt~:l • vewt'rcnAw• 1 GENERAL NOTE. I ~ j 1. SEE PAGE A50 FOR CALCULATION. MANUAL INDE% FUP NA%INI1N ;PANS. I H~AJls'S, INC. 1 2. REFER TU INDIVIDUAL PLOOR PLANS FUR LOCATIONS OF ADDITIONAL REDUIRED BASEMENT SUPPORTS FOP POINT OY TITt RPU1'f btl. YIDRLtBUFP. PA nltt CUNCENTRATED LOADS ~ INDICA 7ED BY AN ASTERISM w (DTaf stT-xtaT /tx (bTPf an-atao 3. SEE PAGE PIS FUR ADDITIONAL MUTES AND INFOAMPiION. TYPICAL FOUNDATIONS ~ Bn Wr[• RCV. DVD N) ' oRP/owP/KLN n/zz/to ~ 4+~_.Li ':PA![ eESER/[D rpr. iK EIAII SINYr W la•2cD,..• S[[ 19 xN t[1gIL! C \ r I 1 12 1 } I 12 2.3 rlpy IE r- q i i iMX112 2d iNN It Ir- 1~ _ I I ~12' MIN 1 I I I I 1 1 I 1 x11. RNYd NWp { 1 11 I MM EpW6i g1(LEi 1 1 1 I I 1 I I 1 I 1 2' NM px I I 1 1 I .IR rLW I 1 I 2'-!• INI pN I 1 1 I I 11 I 1 I I .IR rLDV I I 1 I CCC P4 .N K}RLLf k\ 4 II NYl pM 1 I 1 I I 1 r--- 11 a•-r Mkll px. 1 I I Z I 1 1 1 I N 1 11 I I I' -I I I I I ~ I II I 1 R I I 1 1 I I nv RNlri IYt10~i 1 1 i° I ~ I I 1 I e 1 \ dill CzNWSt {IICICM RGNfE r(p1 1 1 I• I I I I I I ~ I CY4Ufl diLn 1 I I 1 I I I I 1 I I I I'~ 1 I I I 1 ~ 1 1 I I SC[ M k]S KiKL X I 1 1 I I' I I I I I 1 Iw 1 MW Ilp I I I a, I 1 CIwNCf YRiC1 I I 1 I 1 r xIN Ilp 1 4 1 qMW{i LE'rLrlpl s[[ WGL.1ild sCKtAC I _J~~• plX K ELI I 1 I \ I r. 1 d SITE FMM I I JWStS~I 1 1_ _ 1' I S[C IpS. M+\.+S I 1 T s rtlO.w I 1 b rKlgY >LOd RgI1tTq WSKRION d S11[ pY I ~ ~ Ie pILKP I ~I. L ° ~ Kp V MTCKNT vKL IS IxMKtp j ~ SfC MYIVIDWI fL® OLN1S 1 'j a n \Y WALKR rpl K 6k. xx0 vpy I I1 r / >LOOR PglKltp IN34xlpl d SIT[ M 1 rL00R INSLLATId d StiE 0Y f4ttKp q I lYµ I IOILOq If MSCIFNi VKL li pDitRTCO to MARD SLLL MI[ I TMTIdK WTKLrLTId !Y WNRKLIPER ' I alit RCTEt ip CKCI X411R( I ]L• XN rq KilMll WxINRI CMI}RCVCR 1 rql g ty 1 II IgEMdI VKL If Itli IXSLLRtE1 ~ I ~ 1 ~ ~ 1 Kml UKL(RTid d SITE Il BVLLEY Q Z~ rxv 1CRNIIC :WELD 3 1 I 1 ~ ?gJ.pi I. 11 \ ®tI~Y( IxflKUfld pY INMlKT11ED V/ 1/Y d IMIE ]/P d w151E t ~ I 1 1 1 1 / / \ R NEIICXl VKL IS NOi IIRLLR}ED g I 1 ryv ~y. 1 1 I I ~ 1 I r N[N]P pt 1/Y . Il' rWlYlld VKL G 1 ~ 1 1 p~ a I__ tIT C1HEbENf IN rpwMTl01 vKLS I I 1 %11IX 1 HV 1 1 r 1 I 1 I r 1 I i 4'j I I] a ~/2' CQt. >M41x6 SpVCY ~I _ s ~ 1 1 rv [Ot. SlM V r tITwY015 CMTING ! rh rl~ _ +'6.6 VIRE KSM ' _ M i}I' r'.... 1 I' .~I~~IYTI ..S ~ ~ _-W R0.1C IMrlCit VCPfV.1C0__N11N IIL[ I I~IXICI'CI! :U! tWK! 1/rufL N:Y LIrNYpy ~IX9dl' W CdiM\tll. TIE'. F':;INLH 1_I.1J~_ i T IJ I } T I i a+- NIN •XKR; PEwIPIw I ~ ~ BI-LC\/EL 1J1111 61-LE\'E_ L pF "F I I N.u m W:cx CWP 1 I nP umR.Nnw p. luu YCP m crtt W FUJ_H FF01JT L \ i AIITI vG'F I I nR xvvlnw. I I WnoWL nciKLMgw NNrt¢tIJRtR I I NIH ~ I I lal/ rt ?1! I[rMIIC 'MILL fly i I _ _ - l I/2' pVCRIMXp d 1 IE rlpW 2nN IM nllp SIIL I I NgNpP pLi I'Y .1' LIIt I _ RMIC I I rl!' CMKdCIIi IH rDllpkllw VKLI- ]It wcwuW DI wrsl - Lxt ' - I ~u•.I( cwL rt1 Y S¢ rc. •n ETA1L n _ I I xr IxwvlwWL noW n.N;- I 1 ~ I 1 1 L{1( P0.rctxrLEW; rpv KTWL c:x +NY vixs I ~ VN1R SMP.Iq cw[iOVI~ i11~1I11MV! LNIDp4 l19Y{ p XNIIMM [NIi1~LCV[q ~ x~r.YrlMal I GR.v[L ED [wrll6 'SL R N+ KT.4 f I I .y~~{+- 1Y^+~~+N~._ 1 1 +.~~11r1C/~Lt ~ -R'n2P.2+' SIWLE :Iqr 1 nom. 12'.]0'.]0' Y SRRY I 1 ~~~r~~~x~M~~r~~ - WI.IN tILC 1 1 I I ` $CC Pp KS I 1 / I i 1 SEEK 1113 Y+ W cwllMYl: ' SE[ Pp P!+ KIALL TYFr r Ewlw:tR• TxIRO vMTn RAW RFA" un~.- cri rrnnl i .I I ALL FCIDTINGS SHALL BE BELCIV FROST LINE / I CRkVL SP/iC vEXtILA51d SXILL K >11pVIK! Ix Tlt kxpAli I 1 Ii ~~4 V ltT TA[[ Y.C. d 1/ISO V fRAK SPKE ApEA /I I ri VENTS IAMLL E LDGlED .5 CLp1Y 1p INC rpwyild Cd1ER: I I rqX/ 12 a kt PRkCi1fX NIO NIr1 E RIDVIKp VITN WwMLLr ®CR.rC! llWCkC / I 1 -T~ 1 I y / iP^ ^bM (+P I I ~ +IR rLOVI / k 01FW11 J9l PC+p"D/ GENERAL NOTE ~ ~PE'P rnvr>YpR I. 8'-9' HIGH f_EIL741G Mpr REDUIP.E EAVE OV ERHAIJGS AND RAFTER EY.IENS IONS i0 BE SHIPPED LOOSE AND INSTALLED I n HOAI S. ON SITE BY OTHERS. USE DF B'-9' HIGH CELL iH, SNRLL DEPEND O?1 Af TUpI MDDEL LAYQIi qN0 MAY REOUIPE A I >iit AOUTf Stt. tlYDD(tDDRt. PA Y>D+t RAFTER RDDF SYSTEM DUE iO MA1fIMUH ALLDVED iRU`:S RDDF HEIGHTS FOR SHIPPDU}. (t>DI tt>-21St FIX (6>0) QIT-OtPo 2. SEE PAGE qIB FOP ADUI71ONAL IJDTES RNO INFORHAiION. I TYC' OATH RA F't)cv fFrnnnl TYPICAL CROSS SECTIONS !r. wlo KV pyp Wl ORP/DWP/KLN II/22/ID ~ 7 ~I 'PCSCRS CE r@ 1K SiFI[ :TYI n µPRpvgl' I _ Sn PG 411 M).ILS P L L IS ~%l 1~~• A~, .A SCC PG~L ~ l~ ~a~ \ I I i - I 1 1 ) I TYP 1 I j I 1 i< I I I I ~ i I 1 y I 1 'jt [Lppl MRIKICP 111SILFTIQI NI SIIC R[ 1 I ° I . NLLpCR II MS[M[NI vPLt M[ INlnpifp~ ~ ~ ~ w IL@p@ MSIAAiId d SITE p1 pup.¢R Im 1 4 ~ @TppMl nAALLAl1@ pY NVbpCTUF[R ~ ~ b ~ 1 . CGKI I. 11 MXKMt VM1 NIf MOI INSLL11[p 1 I F I 1 @ serf ~ I I m l 1 1 TYP IN LINE SPLIT LEV CRnec ~F T10N r I I I -YG tIIMTCp iLL KsT[ NI[NpR qt 1/p'•U' I 1 rw' ~ 1 S f? WLV TFbNtC SIR[Lp tn' [MCP(NI IN rnNMiRp VµLI T/ ~ q :p ~ j v/ ] vY nl INS1Y va pN a[s10C 1 1 + ~ 1 1 I 1 I I IIKSM fiAp[- I I I l )/Y NIN p4 S)L rn, r PCIV tp 1 ~ ~ 1 fnMMilpl Pfi Mp r@ 11Si[NING t0 1 I y \ ~ ITG 4 r[P pINpCR / I 1~ ~ ~L t+F• rW[ FM4M6 COVEp- {I' I 1 I I IIMIIgUE (y11MG t? I 1 I 9 r tort. xpe v. 1 1 ~ plr -..6 VIRC Kin I 1 I - T IL •I /I ~ li~l 1./,ICU OR.IM INI 1 - 1 -Y~ YEIN[YLP[ 1 fy111Y 111 W nIM ~ WUIP - Illtp IMUIS I~YW b 4P.V[L RU 1• CW I:UIIIN.. p.-+~ All 'IYI• 'I 1. - 12' 2P N LP.- IpptIN6 rLP UIi0.Mlp11 ai[ ~I WkpCR @ @tIDYI Ilttlµlw1111/ IY IWMIrMlUPCP TIP 'FI IT V rF'0" TION /1~~ ~w I tY I } a w.xliMM .UPFLI[b ~ yr M. NFpxlna IJEIII '!41 N~TE_ YI ium :ulwnL 'nP. <EC a an Ip 14N I_ .[C I4 AJS UCI.p U _ S(C a. aJ1 p[I.IL : 1 x'-v nOdl ILILIIJ, MM YLUI TIRE EAVE OVEPHMr'. AIID PAE1L4 EXTEIFSId I: TO BE :HIPPED L00=E All6 INSTALLED e'-e' nIN PO - Ipl I II m IIIIIEN'. tL.L IJt U'-9- HIGH CEIL II Ki 'HALL UEPF.NU dK ACTUAL MWEL LAYOUT AHD MAr PEDVIRE A . ~ - _ PAI IIt' 4'IBN YLTEM PIIF 111 MAXItpJM ALCOVED TRVC: Pdy IIt.IGHT: FOP :HIPPIIIG + - o- FIWk INSULhI TUN MAY BL -HIPPED LWSE FOR dl SITE INS IALLATI61 OR PkOV TOED BY OTHEki 1 >EE ~ _ (Y 1 ~ POS. Mp-MS FOR $PECIFICATId{S „JII I / NrwImLW J. ALL INSOLATIQ{ MUST HAVE A VAPOR BARRIEP TOVARDc_ VINTEP VAVN !TUE. nN L nc PLPIKrzR )x;uAnm = 6 UNITS 70 BE ERECTED IN A GkOUNp SNOV IdIE OF 00 PSF OP LESS. POOP TRUSSES )TAY BE SPACED A7 2a• OL. Ixsrrunm pr NwrYT4KP 5. 7/16. OSB r °TANDARD) 6 19/32' 0<_B r OPTIONAL ! ~ ~N,r~~ 6. ANY RDDITId1AL SMIXE DETECTORS IN BASEMENT MUST BE INSTALLED VER STATE ANO LOCAL BUILOIIiG WUEL ~ ~ ALL SMOKE DETECTORS SHALL BE INTERCONNECTED AND vILL ACTIVATE IF IT OR ANY OTHER DETECTOP r/OE. OFF 7. ANT OPT. E%TERIOR SHEATHIt1G MUST COMPLY VITH STATE ANp LOCAL BUILDING CODE!. I 8. ALL OPENINGS IN BASEMENT MASd{AP.Y VALLS SHALL HAVE A PPE CAST LINTEL TOP DN SITE. 4 rLmll KRN[rzR nauAn@ a sHE n i 9. FOR GRADE 6 SPECIES Di INTERIOP AND EXTEP.IL~ BEARIW: STUDS. SEE PG MN FOP CALCULATIONS V{UE%. ' e puMLLp@ Ir MS[KUr vFLt •PC IN[nAT[1 x• NIN ENpp[EM thug PNrm 10. TEMPORARY 2x1 DEAD MEN INSTALLED A7 JB' O.C. IN ALL MARPIAGE VALL CB'EIIINGS GREATER THAI) ~'-1' FOF LIFTING STRENGM rto@ IIIPAAnoI @ EHC n mL¢r @ Il. THE SVING [IF A WCR OPENING ON A STAIkVpY SHALL NOT OVERLAP T~ STEP @TID4N INSTµLpTpl pr NNUFPI,'ilm I R MSKNt VALL M[ Npr INSWI[4 12. INTERIOR FINISH SHALL BE CLASS f, OR BETTEP. p Nn, yof NEly IJ. E%DEPT VHERE SINGLE MEMBERS ARE AOEUUpTE FOR THE LOAU. JOISTS SUPPORTING ONE 'TOkY nwslep rpApc- [.e TKAr[s saL nNN q~~peMµq._ BEARING PARTITIdIS VMICH ARE PARALLEL TO THE JOISTS ARC TO BE OQIBLED ANU NAILED TOGETHER NKx@ Col)IZY.H' d Y VITH IOtl <dl EDUAL) NAIL: A7 32' 6C. OWBLE JOSTS vHI[M ARE SPACED TO ALLOV FOR PLUMBING ET1. ~IS• [xcpKxt IN rpNMTRW VNLLI C ARE TO DE BLOCKED AT 32' MA% I : l1. ROOFS DESIGNED AT 25. ?R. 60. 80, OR 100 PSF LIVE LOAU AC PEP LOCATION OF HONE ~oV ; ~ REFER 70 THE APPROPRIATE INTERNATIONAL RESIDENTIAL CODE PEF. STATE. yip I5. STAIR HANDRAILS TO BE 3<• MIN. - 3p' MpN• MEASURED VERTICALLY FROM THE NOS IHG OF THE TkEAU_ 16. STAIR GUARDS TO BE INSTALLED ON EACH SIDE lK STAIPC ON 317E BY BUILDEP /OTHERS. GUARDS t0 BE EILHEP ~ J yr NIN pu sn pn. ~ artP ro SOLID MALL OR BEN VITH INTERNE OMTE RAILS OR BALUSTERS PEP STATE ANO LOCAL BUILO0IG CODE:. ~e~ ronlMnpll Pc sa rm nsnNlw rR OtI1Mtl Ep 17. STAIRS COpiIGLRATION TO BE MAKIMJM RISER HEIGHT OF B 1/<' AND A MINIMUM TREAD DEPTH OF nr.s nR cwpu 1 M' MIM OR HpNIMUM RISER HEIGHT OF 7 J/P pNp A MINIMUM TREAD DEPTH Of 10', PENDING STATE BUILUINfi fODE REDVIkEMEN7 S. ~ a~ IB. STAIR RISEP -THE GREATEST RISER HEIGHT VITHIN ANV ['LIGHT DF STAIRS SHALL NOT EXCEEB iNE R)pLLEST tux. np4 v/ ~ BY MORE THAN 3/p'. THE GREATE S7 TREAD DEPTH VITHIN ANY FLIGHT pF STAIR SHALL NOT E%CEEO THE !E' [p@s[ cxu v/ a.a vIK Kix- / FXl P4X'OF SMALLEST BT MORE THAN 3/9'. snip [w ~ ./i/~c~,Y PtwiJrnav 19. E%li STAIRS IN A iV0 FAMILY UVELLING SHALL BE ENf LOSED BY A 1-HOUR FIRE F.ATEG ASSEMBLI I~ ~ ~ ~ j 20. SEE PAGES AIZ AND A{S FOP. INSULATION REQUIREMENTS AND SPECIFICATIONS. P[NNAUEp EPNIN nls X~l1~LT.~ lNG. 21. STAIRS 3 RISERS OR MORE SHALL BE PROTECTED BY A HANDRAIL ON ONE SIOf MINIMUM. ALSO [FEII SIUE' `aia PntnxnfK flip ROUTI up. YJRRYBURC. PA npzx OF STAIRS W LANDINGS IB' Ok MOkE ABOVE AUJACEIIi FLOOP E AT VINOOVLS) ON JTAIkS OR LAUDING ..MALL vNP@ wRMP (pip) IJT-PxPa IAx (pipJ pJi-pppp HAVE A RAILING VITH GUARDLS) BELOV RAILING TNRU vHICH A 4• ".PHEPE CAN NOT PAS- THROUGH. I PM cmmNLOls-% • @"vtt 4fu 22. VIDTH BETVEEN HpNOP.AILS OR HANDRAIL 6 VALL 32' MIN 6 I I/2' MlN CLEARANCE HANDRAIL i0 VALL TYPICAL CROSS SECTIONS 23. 'TYVEK- OR EQUAL INFILTRATION BnkR1ER SHALL BE INSTAI LEO ON ALL EXTERIOR VALLS. A VEATHER kE :L`. TIVE I TYP. TVD STfIP.Y FRO fTln PAPPIEP PPIx IIBf 11 Pfl rl'lll IIri'r. I c` or [r. MIG a[v Ovp Ip q DRP/DWP/KLN 11/22/10 \1 EEE UE7AIU C-1-.~6~1~„ Ps. A22 / ~~%pGE vCHI .1%JWRD IpppxK Gtt[ CND vENI> / ~ I I 1/ I .t~~ \ _ -d]S{ {SMKI p r14R4LXii •CLRSS TY SMNKL' 'IIC. SRCCICS .WD RRK p KMKRS 'MpVR w- ` / pVCP ISX I[LI irPICK CRDSS SCClIp11RC IYPICK r -1\ r SCC PG. 431 fQl CKL44iiwf 1 ~ I iMMIK IIIDLX rp sP[nn[ nro%Mnd ~ 4Kp0N ID KIVK flop %Nl 1 I 1 1 GLttC CNp VCHI @iIONL \ SRC SPCCICS .ND rAIJt 6 KMK% f1OVN p TYPI[K CRKSS SCCTI@I NK 1T%CXL SCC M .VI rp CKCW.IBNS Rlpp[ V[HI S1MIpND i I I ~ NMJWL WpCk rp SILCR'I[ IKOM[i1DX KCDIIpIW i0 KILMt IIaIR PLRN I 1 L _J 2.. M fiUp \ / ~ N INSLLATBM REIAIKP UVSiKLEO 2i RIpW KNI [[LLbQ AISIS 4t 2l• 6C, j I 5-12 ~KTVEEH rR4NIN0 ip AIR CP4CE , / R-]0 INfLLpilon VITN Vw@ dnRPttD\ SEE DETAIL f-2 i0V13MS~D[CII~~IpuDSp [ P. n22 1 SE NDI[ [d KLP? I I me WI aim - ) 14/x' DSI [pn vY p ve• Grnw [nuK owe '•1/~ SEE DETAIL [-3 ' VY p S/Y GBiw VKL IBMI Pry A22 a ! bl SITC Dr DIKRS i I ~'\i 1 2M SPr SIyY OI ~ ~ 1 2.6 SIr SIUp X! ~ ~ 1 I 1' NIWMM MP YKC Kp111PLD %R IV DL, him ^ 2. SP10 SPP I s I VCNS]LRIIQI Vlq Nlp IX20.glg1 PCLIKP r I I eKE V4u ~ruD io 1 r C02 p0KMI1~5TMRSH Pal0.t[D 4UGN VITN GIST I 1 ]L\ IK1N1C0 KTVCCN RKTCPS •EVGi WKR RKICRr I NID RKTEP I 1 N'J. 1 2.I SK SIUi I I 1 ~fy \ I RKC VKL aiUp3 TD LAICRK SRKING KU'0.f~ I \ SEE DETAIL C-1 p014 KllNll{IN fUSMK- 1 1 P wKP IIpH>YSNINfLCS ~ KIrN VItN AISL { Al NIpWoT rp UNITS 1 I PG. A22 RKTCPS) _ BVEP IJ'-.' VIII[ ~ 1 `~~`\Q.\ _ F~ \ I I I/2' [41S VITN VRSKRS /1 XY 6C. l.B SKEI p 65J IIISiKLCp I ~ v ~ ~C4V[I rLR5MIN3 SOIP Dr NIKRK I/2• xUNWL OSI. X/16 SP.W bt I NDI RCpUME1 rp 2 KN[(R WRpCR Y-p' LKN SIK p wIMG VKL 1 ~ f SIRrKE1 RLLL Y~ t0 [ii[Xp i0 p 1@' MLKr RMCD P" I l SIiC IIKIKLCD Ir DtKRi )I N 141L' p LWK yl 6' OC. ~ 1 ~ T _ ~ R PWNi 2{' %N UKIK 1K IN[C%p PLYVmp GUSSCT PL41Ei~ 1 SNIP lIDf[ rLR SK41WN0 1 1 \ VNA LRR: tlG[ SNI[Lm i0 SIK p PKTER 1 Niel RD d'-l• X23'-Y VI > p _ _ I 0'_11• •2]'-P VIK] I _ 1 1/Y~p b i 1 .•-2' 2T.6' VIDE/ ~ ~ I ~1 - - _ _ - _ _ "Q75fi Iw o9'lirs"~`i+gcEli~ 1 1 °-KCi[~XUi~r®~.°srt[ii a[I0, 1. 1 rH,w ill N}i olNCm I 1 I ~ SCE PACS_ R"4 NII AJ J - 4p1 fLM 4R ILOV i IC-Y NIN IS'-Y IMi. IP-Y NM IT-4• MX _SIY rSR I/d" IR• VO)p CpVRCSSIOI STPIP DVCP KL IUYIKi VKL: rL1GR/{YILy( plfl .{l DL` rO111Y1L tNItMKfi p BIYVKL SCC PG 431 rDR CKCLLAf®IC IN[R R[SISINIL IWIEP MHKK MSF rp SPCCIrIt IN@R411pN CXILIIBR SIgK 1/2' W L~ GYP. I0. CUSS 'C' INIERIp >INISN M:CgtYlq K K1UK Rmll R4R .j 1, l/4 yU{YL p N.IpNw VNY[kEm R-]D 116Wfg1 {ryiN Vlrp 4Yp',P 3 L S/R• i1-11 Ipll t R-~ p M{4 @tIpNL / b } V® SIDIW IDVYRI fDIDItIDI[D YK[ yl MSIRRtIp1 alm p CXtplp K111LR K VNIpV-/ R-U IHfLL11 mIIDXII rpT) p fEE PG 4x rW CNLLL4iWNC NNXJM. INKX rR ?LCIrK IKpwilQl s VIiN vMpl WRI[R twMo KCpDYG to K1111t RJaI nNa Y mlYnucl VNS EiiCDla $KRiMK L SIGrKNG arp. L NY PIYVmp tl-II rpD 1 1/E' R-NY IpIJ N/X' 4fiKr RMCI SMD-I-rLml 1. Sltt KYRp~ 1@L• fll1 20' 6L pR KTTER LR ISKLL4tq% w :II[ D1 MLKO pl p1101JK IKTKLIIIWI 1Y H{WKtIDr[Y r SCC CK[SNINpLµPD4ySp rp JIN'6 R-21 IIaLLATD1X VIIN VNQf MPPIFII (WAID NIIIIRM? ^JNY a. lWl[ YNm EASI: r5%X2 1D IMIrN xYY N1ID1Y11 a.aaaaaaaaaa. ...a ~~aaaaaa.aaaaaaa..a. az z....aaa.aaaaa aa.. as eaaaaaa. SRCE p rLCIX AIS! Vlix fPLIL[f r{!X~N!!q~!!rta~- I 0R iEN. KOp E115[S iTKp:R[D {M MWNIN }L~La~i- 9'f~r?LL`J-{V ¢~L{. ____WL___________________. 2A iKAI[D SLLL PL41[ ~~~.~~~a~.oaa~ i r{flY JDIS13 LRCKTL ttM VITX ~w SITE 1r NILLKm S[[ rG 4L rpf CKCLt411QR ~f .A { 1 VIRC KSN ~ M4N1NL INKk r@ :IF[Iri[ IKGIINIIaJ X W [KVNN2C0 r[%NIC SK0.1 a X KCDRBIK 10 KTML rlD® RNl ] IIY DN INSIK. pN WISIK II I ~N[Np 1RC Q4V[L KD-' IR'O. U• `a' [nY[NCNL ~ 6 NR RTCtNYL[K 114 X1/2' CY[:KiC YKrMG LNWIQ[R~ NO IMPNR [pV[R VI1N dlll{N1015 iMIRD YMik a I CD{INy CR4N 'PKC rWNW1UDl VKL ALI [R4N1 ilLl ~ I w stt[ % orrcRS . ~ it +i11` a4~4P~~ Stt r[wplnw PG 41s - 2 ~ ~ ~ •a a ~ R 8 - _ ~-N w r@IIIWIS ~Ie ^R1SSR e A p4VEL KI k~ I WRYti V 1' a I L~ Tll PIEl O/ ./ZPEI' Plwrlrnol GENEF,A~ NETE~ HOMES; NL: 1l>E RBBTE 61E. Y/BOLEBURB. PI r>/IE I. ALL CDNSTAUfifDlJ ANU MATEPIALC bELOV THE BOT IUM DF iHC PE FINE TEP / PLDDP JDISA 1`_ THE BUILUEP / GCALEP I (3>D) q>-tDBD FAE (B>ol /3>-oEDo PESPDNSIBILITY AND IS TD BE Cd/PLETEU IN ACCORDANCE VITN ALL STAiE AND LOCAL CDDE REQUIREMENTS. AIIY DETAILS $HDVN ARE SUGGESTIVE ONLY. I 2. fDUNDATIDN DRAVINGS ARE RECDNNENDED fRd.r. ACTUAL f~JNUATIDN PLAN NUSi bE OESIGNEU ANTI PRDVIUED BY A ~ GARAGE/CAPE CROSS' SECTION PADFESSIDNAL ENGINEER OR REGISTEREB ARCHITECT IF REDUTAED 8Y LDCAL PUIL DIIIG CDDE pFF IC IAL. 3. SIZE. SPECIES AHB GPADE Df NEMBEPS 'HDVN DN fPOSS SECTION PRE TYPICAL. CCE PG. ASU fDP CPLCULAf 1UNi MANUAL INDEX FQt SPEC6IC INEDRMATI[UJ ACf.DRDING iD ACTUAI fLODR PLAN, m oar[ Rcm pvc lEl a. THE ERTERIDA VALL ENVELOPE SMALL BE PRDVIflELI VIiH A VEATf1EP REiiS7ANi bARP1EP PEP CDUf.. KLN 11/22/ID Al 9.1 i ~ I rl~ 'SPgCE RESERVE? FAR tNE STATE STNV ~ gPPROVAL' Ili ~ ~.4YA F~ 4\\ ~ w. \ J\ AS 1L0Y1 RM1 1' :iC 4FI[1.p wf[ n KLpV i[[ ¢MPY wR n mOV ]2~ 1 ~ G~ ~ ~q.~~ i¢ mw wrt n P¢w is alJaPi we o ma -sa fi1EPM. wrt n rtw IiR !Eplw EPYr sIJSP[P iaa mElni_w¢ Ps KlBV _ FFIIIJT ELE VAROTJ /--vANEL¢ED 'IIE rpnkLETED Ggnl CNU :HED UpkHEP' vCNT .DPf.r a EOX ~ ARE ~ FO`s ~Er TION 12 ~FY 23 INN I% I R, B LA' I OP 12 SiB' F'AIJELIZEL ~HEL LORMER IN~TALLATI011 FFpfEUUF.E_ I 'SLp 1. AFTEP MppIILES HgVE BEEN SET TIGNiLY TDGETHEP ON THE FpdJUATIDN VpLL AHD ARE PP.DPERLI SEEURE D. PAISE rPPwwRm~l iNE LDVER CAPE RKTER AND INSTALL THE KNEE VALLS AS SHOVN pN THE RAFTEP DETAILS INCLUDED VIiH 4pRRANTT ~!~~!.',q!'~,~ P4~{~J,~ PACKS. LDCATEp IN THE KITCHEN SINK. I SIZE ELEVATI(JN~~~----.-~` ~ J 2.:.E7 qND PLUMB TIE E%TEPIdJ REAR VpLL AND 7ME END VALLS 1 INSTALL TFE [FILING AISTS AT Ae' 0.C. ` iNIS I$ TEMPptpRr SPgEIIJG IN$iALL TEMPatARY DEADMEN pT ie' 0.C AT 5' pFF THE [EHTEP BEAR11?, VALL LDCAIIC81. 5. DUE TD SNIPPING. CEILING GIRUEk MAY NOT BE INSTALLE U. IF CEIL1~ GIPDEP IS 110.7 Ili$iALLEU AI iNE Fql'. iOF.Y. IT MI1ST BE MSTALLED dJ SITE BY OTHERS TD EACH SIDE DF THE RIDGE SUPPORT vgLl ~ SEE PG pi? FDR CLARITY qNU PANELI ZE CI, SIiE fpINFLCTEU SHED U[1P41EP- INDIVId1pL FLDDP PLAN ANO RAFTEP DE7gILS Fdi E%Af.T LOCATIpNi AND 'i<E° REGUIkEO INSTALL FLU'H TD THE BOTTOM ~ THE VpLL AND .ET RJ T~ OF TIE CEILING JOISTS AND ABOVE SIIPPdJTS LOCATIDNS. LEILING GIRDER VILL I ENp1EEP• iwPO RPPix• BE INSTALLED VITN THE VgLL. 'ET ON T~ pF THE CEILI~ AISTC. 6. INSTALL RIDFiE ~UPPOAT VALL VITN TIIE [EILIPq fIPDEP ATTpi.IED TO IT. pN TOP Of THE CEILING JOIST: AND OVEP INTERIat BEARING VALL LOCp71pN, PLUMB AND iECUPE PEP. PLMJS. 7. INSTALL TEMPpRpRY UPPOPT PO'aT_ pT BEpRiNr LOCATIONS LINDEP CEILIIY• GIRUEP UNTIL THE rAPE APEp I$ FIUISHED AND PEPNMIENi LBIPORi PDSTS CAN BE INSTALLED ?I NEK. R. FLIP WPEP NINGEp [APE RppF RAFTER AIID SECIIRF. i0 RI Ord SUPPORT VgLL PEP PLANS. t~p 9. °ET AFID PLUMB TIE CENTEP REAPING VALL AND GABLE END VALL. KEEP DEpO MAN SUPPORTS IN PLgfE AT CLEAR CPpN ddd tlNTIL CEILING GIRDER NAS BEEN INSTALLED. I a ID. INSTALL TtIE REMAINISEi CEILING JOISTS AT 16' OT. AND AD[II7IONpl CEILING GIP.OEP BEAPIIKi BLOCY.S PEP PLpIL 11. IIGTALL THE GIRDER ASSEMBLT IN STRICT ACLORIMI KE VITN THE DRgVII1GC ALL FASTENING PRp[E WRES d' THE pSSEMBLT ARE VERT CRITICAL. ~NnP 12. lNSTpLL AND 'ECURE SNED OpRMEP POOF ApFTEP.i ACLDPOING TO PLANE. l3. [.LOSE-[N r y[gTNEPPPp[B `UNIT BY CONPLETI1Jr SHEp THING. INSTALL VINWV£, SI?141G. fLASHIIIG. Popf ING. EF I Iq. WMFLETE INSULp TINT. IHSTgLL INTEPIOR PARiIT1dJ VALLS- RpUGH VIRE. PLUMBING. NEATIHG, EiC OJl2Ytl1 I I& FINISH DRYVALL VdD:, Pp INTi1JG. INSTALL INTEPId? DpOR[ AND iRiM. CARPET. ELE[TPILAL, ETf,. GENERAL IVOTE~ I. E%tER10P L[GHT' ARE SHIPPED LOOSE FOP OH CITE INSTALLATIpN BY OTNERC INTp PRE-VIREO BORE°. 1~l ry,K Jv 2. ALL VINOOVS. DDORG ANU - OP. SHUTTERS ~ MJU ANY OPTIONAL ITEM SUCH AS GFILLE S. TRIM. LINEALS. Ett. i LOCATION[ / ~P~. I. PI.fNll'OPN MAY VARY AC[ORpING 70 INDIVIDUAL FLOOP PLANS. HOMES, INC. 3. BOTTOM ROV OF SIDING IS SHIPPED LOOSE FOP OIJ :IiF IIJSTALLA710N BY OTHERS. J. SIDIIJG NJ THE GABLE ENDS DF THE UNITS ARE iHIPPED LOOSE FOR O11 SITE INSTALLgiidJ BY OTHEki : n+ ROUTB sSe. YJ?oL(8UI10, PA nBJ: 5. SIZE. SPEC IEC pN0 GRp pE DF MEMBER[ :HOVN ON CPOS" CEF TION ARE iYPI[AL. SEE PG. AJ5 FOF CAL[IILATIOIC f ~ (6TO1 s?>-s?aT GX (JI2?1 uY-wsR MANUAL INDEX FDR SPECIFIC INFORMATION ACCORUINfi i0 ACAJgL FLDDP PLAN b. OPTIdUL pOP.IER[ MAT 'HIPPED LOOSE IN ONE PIECE. 'AED DOPMERS APE SHIPPED LOOSE AC. PANELIZED VgLL' OA REAR ELEVATIOI CAPE W/SHED DORMER CROSS SECTION A MODULAR UNIT. ALL AUORIONpL PPAMING. SHFATHON, VINUOV S, ETC. AP[ iD eE INSTALLED UN :ITE BY OTHEk`. i. HAIJORpILS. iTOOPS. ET iEk10R ;TAIR'. DDVIJ 'PP.pUTE quU SPLASN BLOCKS ARE TO B[ PPOVIOED AND IUSTALLED Br e•. art P[v eVC ro OiHEPS IN pf,[OROANEE VITN iTATE ANU LD[AL BtiILOI~ FODE: DRP/DWP/KLN I1/22/1D AZ^ RIUEiE VEIJT--~ ~ t •SPACE N'CSERVEO IAN THE STPiE $TNi ~ NPRWA~-• ~~i (SEE PG 059 FOp TALCS ' r., INpE> FDP fq~TEIIIIIG~ ~ CpSTCN PtME lp MAIN POpi TPgMIIFi VnL Iex3' Vm0 "CPEVZ INID EA[N I INTCRiCCIIw (RUllw MENKR A . In I, I , I Iil II a II III g11pCN v,1lLET PKIEPi TG ~ 111 tl II III PLgTCS V/ b IBxJ' TQ III II II III S[REVS CgCN RR1Ep 2)51 gSPNKi P rIBERfiASS 2LPSS SHINGLCS OVER Ot IEU - / ~ • III A 4 III III ~ j~ L6 ` \ i„ 'il It/JB' DSB !aTl ~ ~ 1 12 / 9-12 'SEE PG A50 FOP, EgLCS ~ J p IN~% FOR FASTENING) c b IuSIAAiI@I BY OrNERS- ~ ,-IIISULAl10N PCiRINCP IHSigLLCD U 11 ) BFtWCCU IRAMIw IpR AIR SPACE II II 1 II 2812 V SEE IIDTF •9 BCLW .1' MITI AIP SPgCE J II 11 SCC DpRMCR CAILULATIWi KC LNANI )NIZ PPGE AND 6EE PG A50 FDP GALLS NI ~IOP REO}}U~~IRCD IpJMBER DORIER NEAUCI CN.CS. B0O[LE1 ' X INpE% FOR FASTEIIING• II 11 [K ~~IO[ Q AFTERS I/2' fN !/B' GYP. p . ! \ r) II ry R @1 vKL a [EILIw I ~ I II II DN SITE BY GTwRS `.~I t II 11 ~ I HEADED DVEP $IAIRS i 1~~ it 11 11 ~n 1 1 V II _ _ _ - li % 1 1 ~ 2x S1UD SPr i II R I I G ~ "NEE Vgll IUD t0 1 11 ti 1 11 / 1 1 ANO RKTCP JOiil ~1 ~ ~ it 11 1 ~j i I ~~J 1 1 II II 11 1 1 1 1 ! 1 PARTITIDH AT S1gIP! a Sg Ld[Rq tRM.lw RCO'D. I 1 \ , I 1 1 1 pp yITE BT BTKP! pr NIDPpINt rOP LWITS 1 111 I I 1• mo OVER IJ-9' vIDC r I I 'q~ I I I• _F 1 1 ~ 2~ 1 1 I I IIg0.A11011 pr DIMCRC I ~ I 11 e I I TYPICAL UOkMEP D TAIL`- 1 i 1 \ i i 1 j i • wTE I 1 I I 1 D@RER wADCR SIZC Ip BE pEIERNlwO UIILIZiw I NW RD D'-Y !2Y-Y vi[E. i / (SEE PG PSD FOP fpL[S bpPl(P MEgDFR qw REACIIIXI CALCULRiIf&S SECii@1 21 I I 1 a-II' !2>'-D' v10D /-kEE[D tG PG p7B I I / INDE% FDR FA$TENINGi D~ICRS DVCP IB'-C IN vIDTN VILL REDI)IRF I 1 I 1 . -2' 2)'-A' VID[ I ~ [ALCIAA11pMS XNDlllr~ H@IC DCSIGM IIEDUIREMENii _ _ _____sLL~~.«a_aaesea:~«~a~a I III _ i ' 11 SEC TOTE li BELM ~ - ~ ~ - ~ - - - - _ _ ce a e..6. -P-3U INSULPTIGN v/ '.•AP[p BMRICP (CHARDS S• I 1 F@1 gDDITi@ML PCQ)IPCNCNTS ZE[ I I CpltllLgil@iE MAIgML ZEE PgfE' A9J IP •`12' @! S/B' GYP. B6 CUSS 'C' INIFkI@t FINISH _ `!-qIR ID-D' wN n•-r INK ID~a Nm n•-9' Nx•. FLOV CALCULATION MAIJUAL ~ECTIt]N #21 ~ LOkMER HEADEkS AND kEACTI~N~ 9-lc/t~ r_APE kt7~F ~Y`'TEM HEADER GRCNRID SNpV LDAD LEN aTH 90 PSF 60 PSF 80 PSF IOD PSF 120 PSP I 2 FL (2)2x9 SPF B2 <212x9 SPF B2 (212x9 SPF 12 2)2k9 SPF B2 2)2x1 SPF B2 750 LA 990 LB. 530 LB. 7T0 LB. 910 LB. 2)2"6 SPF p2 2)2T6 SPF t2 (2>2a6 SPF t2 !2)2x6 SPF 12 !212N8 SPF B2 I 9 rT. 2n vz•xs vz• LvL 700 LB. 9B0 LB. 126a LB. 1590 LA 1024 LB. I !2Rx6 SPF t2 (2)2"9 ``-PF B2 2>2v10 FF R !2)2x10 SPF B2 r2?I 1/2',O I/9' LVL 6 FT. 2:1 1/Ya5 I/2' LvL 2)1 1/2'x5 I/2' LVL <UI I/2'x3 I/2' LVL 3M I/2'x5 112' LvL 1050 LB IOD L8. IB90 LB- 2310 LA 2)30 LB (212x10 SPF p2 2)1 1/2'R] I/P LVL (2)I 1/2'x7 I/1' Lvl !bl 1/2'xJ I/9' LvL (2?1 1/2'x9 1/9' LVL B CT. (211 1/2`r5 i/2' LVL !LI 1/2•.5 1/2' LVL SUI I/2'x5 V2' LVL UH 1/295 I/2' LVL 3)i 1/2'd 1/9' LVL H00 LB. t%0 LA 2520 LB 7000 LA 7690 LB RWP.w@DL~I (2>I 1/2'r] 119' LVL 2)I I/2'v9 I/v LVL (2)1 1/29P I/o LvL 411 I/2'-? V9' LVL (bl 1/2'•9 119' LVL 1 y m~~9,-.~LT. 10 fT. (AM 1/2'x3 1/2' LVL r3)1 1/2'xT IA' LVL (311 1/2'.1 119' LVL ~a)1 1/2'•7 1/9' LVL WI 1/2'0] 1/9• LVL r•••~r..r•rr~• VSO L8 NSU LB. IISU LB. 7854 LA 95511 LB. ~ ~ PEPEREIJCE EVA E3U-5B, pPA ENGINEEPEU VOOU f-ONETPUI:TIOIJ GUIDE TABLE q29 (bi 1/2'x9 I/9' Lvl 2)I V2'.9 1/9' LVL fan 1/2'.9 I/9• LVL O)1 i/2'N9 1/9• LVL (3)I 1/2•.11 I/9' LvL 12 PT. f3)1 1/2'x] I/<• LVL 411 1/2tJ I/9' LVL !911 I/2'~9 1/1' LVL TYPICAL UOP..MEP NOTEI 2100 LB. 2990 LB. J]811 L8 9520 LA s96o LB. I (2:9 Vf.9 1/9• LVL <3M 1/299 1/9' LVL (211 I/2'rll I/<' LVL OH 1/2'.11 I/9' LVL <3H 1/2'.11 I/9• LvL [wlwE)n iu1RO PIVrn 1. PAOVIOE CONNEC TDA FROM OORMEP HER?EP TD OOP.MEP GIRpEP FOP LL-TED LOAD. ' 19 FT. a)I i/2'-] 1/9' WL a)I 1/2'XO 1/9• LVL 2. DORMER C0.LAR TIE SIZE. PECIES ANO GP.ppE iO bE THE SANE AS TYPICAL FAFTEP/TRUSC. 2x50 LR 7930 LB 9910 LB. 5390 LB. 3, pOPMER GIRDER PLY NUMBER TO BE DETERMINED BY THE 1OJMBEP OF TYPICAL PPREP / TRUSSES i1MT ARC CUt OP REMGVEU 6170 LB FOR EACH RAFTER / TRUSC iHRi I' CUT IXt REMOVED, DNE OORMEA GIRDER PLY MUST BE p00E0. ALVAYS POUND UP Tp 011 (YI 1/2'x9 IA• LVL (]M IR'xli 1/9' LVL (DI 1/2'x11 1//' LVL 211 I/2'r N' LVL (3)I I/2'r11' LVL N0p EVEN NUMBER, THEN DIVIDE BY iV0 TO DETEPMINE NUMBER OF PLIES FOR DOPMER GIkpERS A7 EACH ENO DF THE UORMEP HEADED 16 FT. a)I 1/2•x9 I/9' LVL a)I I/2'x11 1/R• LVL y+T~AE~~ EXAMPLE ~ 3 RAFTERS ARE CUT. ROLINO UP 70 9 AND THEN DIVIDE BY 2- iHEREFm?E. THE OORMEP GIRDED. VOIAD DE 2 PLY EACH. ZBnU LB )920 LA 9. TDP RAFTER / TPUS' FLIP MUST BE CONTINUOUS FkOM PEAK TD DORMER HEADED i 5p9R LB. 6160 LB. 7290 Lp _ d 5. UNBALANCED SNOV LOADS EQUAL GRWND ShN1V LOAD MULTIPLIED BY IMPORTa1CE FACiOP PEP ).6.1 DF pir.E'-05 GENERAL fVIJTE~ 6. DORMER HEgOER LOADING BASED ON 7 R. MAXIMIAM FRRI HEADER TO PEAK VITN FOOF DEAD LOAD OF 10 PCr E%ANPLE HEADER REACTION FOR 1 FT. 'nPAN VITN JO PSF GSL ~ ' F7. X ! JU Pir . IU P:F t ~ J R 2 r 'UU Lb'_' I 1. UC-IGN FLOOD LIVE LOAD IS s4 PSF 9ppM ~q~ FASTEN DORMER HEAOEF MENDERS i~ETHEP VITN 2 POVS OF 11131' r 3' NAILS AI 12' O.C. $TAGGEPEp BEORO@1L rkJU AtrfLE VITN FI%ED ::TpiRL UI IL. ! AIIU 04 PSf FOP ALL OTMEP AkEA1.. 8. rASTEN pORMER GIRDED PLIES TOGETHER RS F0.LOV2 : 2. `IZE. SPECIES AliO GRApE pF MEMBEP.S SHOVN Olt PkOi° ECTION APE 7YPIr AL LEE FG. A5U FOP f,A[[LF.ATIDN` 2 PLT ~ 2 ROVS [B' 0.131' x 3' NAILS Ai 12' O.C. STAGGEkEU MANUAL INDEX FpF +PECIFIC INI'ORMp TION pCWRUUIG TO ACTUAL FLOOR PLAN. 3 PLY ~ 7 ROVS OF 0.131' 3' NAILS AT 12' O.C. $TAGGEFEU 3. FINISHED AlilC SPACE IN91LgiI0N AIIp HEATING IS ON SITE BY OTHERS. OlrlN11 9 PLY ~ 2 POVS W 112' BOLTS qT 12' O.C. RAGGERED 9. 'EE IWUI VIUUAL rLOOP PLAN"a AI10 RAFTED DETAiL' Fd) REOVIPEO :PACING INFORNAiipl. 5 PLY DR MORE ~ 70 BE DESIGNE? ON p CASE By [ASE BASIS 5. ERECTION SEQUENCE FIXt CAPE RAFTER ROOF SYSTEMS IS AS F0.LOVS 9. COLLAR ilE TO BE FASTEp1ED TO ppRMEP HEADER pE F0.LOV: ~ p. MODULES ARE CET M:COP.DIpY i0 STANDARD SET-UP MMIUAL PROrEDUFE`. Tel ve.9X•OF 2x1 [OLLPR TIE ~ SINPSWI LUS29, USP JUS29 MANGERS OR EOUIVpLENT B, RAISE LOVED. ROOF PANELS AND INSTALL KNEE VALLS. ~ y,~.~Qy 2.6 / 2xB C0.LAR TIE ~ SIMPSON LUS26. USP JUS26 HAIJGERS OR EQUIVALENT r.. MAKE ALL COI INEC TIONS PER DETAILS C-I THRU C-9 (SEE PG. A22 w~/' ~=PLF. i' E%pMPLE C0.LAR iIE HANGER GPA[ITY [ALC. ~ L 16 FT. Max. LENGTH) / 2 1 + ~ 2- PSF LL • IU PSF UL ~ = 294 Lb_. p. INSTALL rpLLAR TIES TEMPORpRily AT 8'-0. O.C. ~ HOAf~xS, IN(: 10. vlNtl LOADII IG PER FIGURE 6-2 ASCE ]-OS - EsPOSVRE [ VITN MEAN ROOF HEIGHT Of 35 FT. MAXIMUH I E. ROTATE UPPER ROOF RAFTER PANELS FROM FOLDED POSITION UNTIL THEY MEC7 At THE PEA>,. ]HE PANELS MUii BE all ]Hi RDeTi Ju. tlfDOLfBURC. PA nR9Y 90 MPM ~ VIND PREaSURE 10.7 P..F X 1.95 1. E%P. FACTOR . 15.6 PSF VHICH 1" LES- THAN 1/2 OP aU P'r -NOV LOAD SUPPORTED UNTIL ALL FONNECTIONS HAVE PEEN MApE PER DE igIL C-2 ON PG. AZ2 (b>DI RD>-dDJ FAX (D]B) BJ>-B2po FASTEN DORMEP HEADER i0 OpAMER GIRDED. GIPDER NNEEVALL. KNEE VALL TO BOT IOM CHOPO ANO BOTTOM CHORD TD SI OE VALL ' F. MA>E MgPPAIAGE VgLL FONNECTIOII$ PEP INDIVIDUAL PLAN DETAILS, SETUP MAI IUAL INS IPUCIIONS ANU SEE PGS. AJ9 ANO )M7EVpLL FOR AN UPLIFT REACTION OF 1/2 THE 90 PSF SNOV REACTION pN0 A35 FOR DETAILS. 120 NPH ~ VIND PRESSUPE 19.1 PSF % LJS ! E%P. FA[iOP ~ 2]T F'F VHICH I- LECC IkAN THE aU PSF -NDV LOAD li. INSTALL PEMAININ, f-OLLAR iIEC ANtl fA$1EN PEP INIDIVId1AL PLAN UETAiLL. :EE P0. A22 DETAIL [-c' POP MOPL tY CAPE ROOF SYSTEM - IRC FASTEN DORMER HEADER i0 DORMER GIRDER, GIRDEk KNEEVALL. KNEE VgLL TO BOTTOM CHORD AND BOTTOM CHORD TO 'IDE VALL INFOP.WITION. ANO MATEVALL FOR AN UPLIFT PEACTION EQUAL 1? THE ID PSF SNOV PEACiION Dv4 kD wrE R[V DRP/DWP/KLN 11/22/10 'SPA[C RCSCRVCD fOP TILE SLATE SiMi R APPROVAL' I I~: HIP FLOW i i ~~r% ~ Cry ' i/ \ if ~ . ~ y ~ r ~ INcIxATICNi PETAiI IEP INSTALLED ~ BCT WEEII FRAMINFi FDR A M111. I' AIR SPACE AIR~~ PEAY CONNECTION FLOW fSEE PG ASO FOR CALCS iNDE% FOR FASTENING! /i ~ 2:fi% ASF/ML7 DA FIBERGLASS 'CLASS P/ ll HINGLEE OVER ISM FELT PAPEP \ I '~rSY/.~T~A 19/32' OSB tOPT.! - - :E£ TWO ~TOPY - - - - - - - ~ lNTEP-IiOUIILE COIIIJECTIONS ' FOP MOkE UETAIL`. IOWEk/UPPEk PAFTLP LOIJI~IEC TION VENTILATION RET]UIRED 'SEE Pa ASD EW CALL.'. INDEi FDP FASTENING! 1/2' SEPpkATid! NININUN 2x8 FLR. JOISTS 2:~1U FLR. JOISTS 2x.12 FLP.. JOLTS 2clU Ok 2>l2 PERIMETEkS I ~ GIJSCET PLATE CONNEf_TIDN I - <SEE PG A50 FOR FMCS INDE% F® FASTENItAii 2z6 r_LG. J01`TS t;hJEE WALL COIJhIECT10u ~ - ~ CSEE PG AF.D FOF FPLC INOU FOP FA=TENIII G~ ~ NDTE~ IN ADDITI@I ID °TAPLES EACN OJSSET TO BE GLUEB i0 AIST Arp~y.~yleyayr~l ~ 1/2' DIA. BIXi A~eP T , I ~ / ~0 A NAp%L.LOF 1 16'1 LAPGER/32' - 1/2' NOMINAL D$B, 32x16 SPAN- ~ THAN iNE BOLT DIAMETER RATIM OR 1/2' AGENCY RATED PLYV®D GVSSET PLATE: TO SIDE OF RAFTER ` arNNE[P Txue PA>m ?F'TI?NAL 4 B?X CAFE I ~ A6a N4Eyw.,. 1 94 aRt~ 'v/ 1 i I i ~ AMM I U.P COIDIECTOA OP AIP EUUAL EACH RAi'TER AND JOIST t2! 16tl NAILS AT 16' O.C. FLOW O1RVt1 x* F.EFEkENCE~~ EWA E3U-5E, APA ENGIPJEEREL WOOL CONSTPUCTION r,UIUE TABLE N24. NAIL ra STUD oN v7E rse PGA- w GENERAL NOTE_ I I' VIII. AIR SPACF AEUUIREp FOP VEN11lAIlON ~ / ~P.. fi't' °`"'"'>OA~ BY VA/ OF AN INSUlA71011 RE lAINEP INSTALLED -T i. SIZE, SPECIES AND GRADE OF MENBEAS SNOVN ON CPOSS SECTION ARE TrPICAI. SEE PG ASU FOP IAIVJLATIONi BETVEEN RPFTEP.S ~EVEPY DTHEP RAFTER) HO/ff •S. iNC. MAWJAL INDE% FOR $PEEIF IC INFORMATION ACCCi DIfIG i0 AC iUAI FLOOA PLAN. ]1>t RWTI 61t. Y/DOLtBDAi. /I HIAt 2. ;EE INOI V7DUAL FLOOP PLANS AND PAFTEP DETAIL: FOP ADDITIONAL INFORMATION (6>DI to-sx>t FIX (bol of>-otBO CAPE ROOF SYSTEM n uA¢. PEV Dv6 w DRP/OWP/KLN It/22/f0 A Z Z SEE INDIVIDUAL aD~ DESIGN~~ SSE IhIDIV IDUAL ROOF DESIGIJ 'SPACE RESER`sED FOR THE STATE STAHP OF APPRDV AL' 2r TD UPPER P,gFTEk CONNEF. TION . '9 SEE INDIVIDUAL PODF DESIGN - FOLDIIJ, RDDF SEC TIOIJ / I 1 I i d'+[U GA SiL ''TRNF TU PAF TER I:OIJIJ (EACH SIDE? `.EE ?JOIV IDIJAL PODF DE=1GN FOP ;,PACING C FAS iEPIEF OTY. LOVER PAFTEP TD BEAM FOIJNECTION ' =EE IIJDIVIDUAL RDDF DESIGN _ _ 7!16' OSB (STDr !P 12 _ , - 19132' DSB rOPL 2.5 THkU I2~ ' 23SR ASPHALT OR PIbEkFiLASS I/2' UTA. BOLT /-SHINGLES DVEP ISB FELT HOLES SHALL BE A MIN, OF I/32' I' AIk SPACE-~ J MEMBER BEAM SHOVN~ SEA DETAILS BELOV Tp AMA%. OF 1/16' LARGER OPT. 5 6 6 MEMBER BEAN ~ / THAN THE BOLL DIAMETEP DVERHAI IG SEE PG. A34 ` GUSSET TD RAFTEk COWJECTION DETAIL J' 1 _ OPTIONAL LOLLAP TIE I - SEE INDIVIDUAL RDDF DEIGN I/2' NOMINAL OSB. 32:16 SPAN RATING DR 1/2' AGENCY PATER k-30 lNSIJLATION (BUILD I}p V/ FURRING STRIPSI i PLY40OD GUSSET PLATES GUSSET TD JOIST CONN. EA. SIDE P.-36 INCULATION (BUILD UP V/ PURRING STP.IPS, Tp SIDE OF RAFTER SEE IIDIVIDUAL ROOF DESIGN I I 2+ iCONL TO JOIST COwJECT(ON- SEE lNOIVIDUAL ROOF DESIGN ' i~_J B'-Ij• Mlhl IS'-9' MA% 6'-0' MIN. 15'-9' MA%. - 2x6 (COIJT> t0 JOIST COhBJ (3i DUD FAST 607 NAILS OR EQUAL 2p'-0' MIFI. 3P-6' M VAULTED CEILINr, EAETEF '.YCTEM _ EIUE LOADED EEAM~ I ~ TOP L~ADEII }3EAM.~ 4.4.4 I-~ 2 DP. 3~ PLY BEAM ~ 4•rJ• iu t2 OF' 3+ PLC BEA i'-U• ° I n - ° ° o ° ° _ I ° e ° e " -.L4D'w s'-NAIL 19P•.3' IIAIL~ - ° ° . 4) PL I BEAM l4 • FLY BE J' J' J' 1'-11' Z f0 ° u ° o y o u ° e I " • u ° o ° ~f~' ° c c -1/2' BOLTS 1, 2' BDI_TS- c ° ° c , PAST NI P IP °IJT` FIXt MI TIP P 1' V° M MB£ - ° ° ° ° ° ° 12' DR LESS MEMBER BEANS FA•.TFNIN• PFO IR M~NT^ FOP M TIP P y V° MFAy~: If USE (2? ROVS OP .148^<3' NAILS r 12' O.C. ~ <2? 1172' MEMBEP. BEAMS (N ~ USE i3j PDVS OF .148'x3' NAILS B Ic^^' O.C. %'i 19'. 16' DR IB' MEMBER BEAMS c3> 11/2' MEMBER BEAMS USE (3? ROVS OF .148'x3' NAILS ? 12' O.r,. ~ DUAL SPACES USE (3j ROVS [B' .148'x3• NAILS B @' O.C. 20', 22' DR 24' MEMBER BEAMSI (4i 1 1/2' MEMBER BEAMS USE (o ROVS OF .148'x3' NAILSe t2' O.C. = 2-2x10 RfOGE BEAM USE (3) ROVS OF I/2' BOLTS 2 12' O.C. g °EE INDIVIDUAL ROOF - DESIGN FOR CONNECTIONS 'v SEE INDIVIDUAL CALCULATIONS VIND ~ FOR HIP BEAM 'IZE SEE INDIV IIDJAL COLUMN FULL STUDS IH END VALL UNDER BEAM _ ~ AND RAFTER i0 BEAM CONNECTION ROOF DESIGIJ - ~ - <21 I6d OR ~ PLR- ~Q+ .I3i r 3 I/2' NAILS CENTER GIRDEP. -DBL 2x8 OP. 2x10 ~ ~ RAFTEkc S[DE END ~ ~ ~ ~ WIND C?LUMN C?NIJ. T? FL??P \,1 cn~~_ -FIDGE BEAN I ROOFI pEI IGNJAL- 2..4 bLY. PEP.IHEi EP~JO1S10?2%2'. j \ r VIND 2x2- _IDE VALL COLUMN SECT ENGINEER THIRD PARTY+ WIND COLUMN [pIIN AT RiLn;E ELEV. f H(]RIZ(]NTAL I+IRDEF T? WIND fpLI INN I C1NI1 ,2i c'x SPFp2 \ GABLE EIID VALL MUST BE 47}4~~'~ (SEE IIIDIVIOUAL DESIGN FOR BEAMS 6 CONNECTIONS? WIND COWMN PERIMETERS CALCULATED AS REAPING SHIPPED LOOSE ~ VAULTED RgFTEP' WIND C?LUMII DETAIL`. ~%AIJLTED RgFTEP' WII~JD C?LUNIhJ `JECTI?N HIP' DETAIL x>r kEF-EF.ENLE~ EWA Esu-~e, AFA ENGINEEFED wOC]D rpnL`TF.Ur TICIN GUIDE TAELE Nc4 01RWT GENEPAL NOTES VAIJLTEU kAFTEF? ROOF SYSTEM PIOTES 1. SIZE, SPECIES AND GRADE OF MEMBERS SHOVN ON CPOSS SECIIDN ARE TYPICaL.:EE PG. A50 FDP CgLCULAi10N_ I. ALL FRAMINfi i0 BE IC'. IL' OR 24' - A$ u07E0 IN fgLCUALtIONS PDR EACH INOIVIOUAL HDMC. MANUAL INDE% FDP SPECIFIC I1i0RMA710N ACCOPOING i0 AC i1iAL FLOOR PLAN. 2. SEE INDNIDUAL FLOOF FLANS ANU RgFTEP DETAILS FOR ADDITIONAL INFORlM710N. 2. SEE INOIVIOUAL FLOOR PLANS AND RgFTEP DE7AILC FOR ADDITIONAL 1FIFDRNA710N. 1Bl Pf44'Ol 3. EkEC7I0N SEQUENCE DF TRANSVERSE RgFTEP ROOF STSTEN AS FOLLOVS / PewPitridr 3. ALL VAULTED RgFTEP ROOF SYSTEMS i RAPIERS. vAIlL7 BEAMS. VINO COLUMIJS. ETr, , TO BE CALCJLATED OH AN r A. HODULE° ARE SET AF,COPDINfi TO STANDARD SEi IJP MANIAC PROCCDURL. ~ ~rpEa~ INOIVIWAL HONE BASIS. B. RAISE LOVER RAFTERS AND INSERT BEAM 'UPPOPi VALLS AS INDICATED ON RgFTEP DETAIC:. HOAfES, /NL: 4. ALL HIP RAFTER RDDF SYSTEMS ~ RAFTERS. NIP BEAMS. SIJPPORiS. ETC. 1 TD BE CALCI%.ATED ON pN ~ ~ F. MAYE ALL FIELD COwIEFTIONS AS NOTED OII RgPTER DE tA1L of Tt' ROUT( 611. N/DDLfDURG. PA naa IN0I VIDUAL HOME BASIS. O. ROTATE UPPEP RgFTEP•_ FRCB1 FLOOR POSITION UWTIL TFffY BEET Ai THE PEAY ANU MAkE ALL FIELD (4>a/ a.JV-t]]9 TAX (aio/ u9-4290 C014JEr iIONS AS NOTED ON RAFTER DETAIL S. E, INSTALL GABLE EIID VIIID fOLUMN$ Ahlp NgYE ALL PIELU CDNNECIIDIIS A$ INDICATED ON PLA11 ROOF SYSTEMS MI4 ACV. DVR xD DRP/DWP/%LN II/22/10 A ~ 7 _ F ~ NDDncs ~:-HpUTACL _ ORpv IN - ~I ]/16' DSB 4101 - ~ PIRG[ ~ 19/32' DSB •pkl• • I I „ ~ '_EC IATES BELDV I %/16' DSB •.AO~ - 19/32' OSB 'DPL---~ ~ ~ ~ : ~ 233e ASP. SHVFAU ~ ~ OVER Ise rELI SEE NDTCS BELDV- 1 „y l i I ~ I i ~ I ~ K 235a ASP SHINGLES ~-lam % I ~ I DYER ISe FELT ~ ~ ~ I S~ ~ _.,y~ NI KNEE VM.L M2 ? I I % ~ I 1 / 12 ~ I I• MP TMC i 1' AIR SPACE 5 J 'mil l,i"i i nlll. 2•A SPF A2 I vi vASHERS DN I a+' KNEE VALL I BDTN SIDES I v~vA~SHERS W ~ iYP. vENt1U110N I ~ •a _ I 1 NITN SIDES ~ I F°~ I I SEE IATTEi BELDV ~ rDLNNG L OVERHANG 1/2' OR S/B' p[YVALL I/2' OR S/e• DRYVALL 2x6 - SEE NDTES KLDV ~A L6 T~ PLATE I/2' DR 5/B• ORTVALL n'w xY-Y NAea 21 2xA T~ PLATE AIR PtW I/2' OR 3/B' DRY VALL -c2) 2.6 iW PLATC 2M STVDS PERS. PLIM. t2.• 2x1 TpP PLATE la' DE. SOFT IT 2xA STUDS B IB' D.C. DR BOVEPEINSiLATID~N FpRD 2x6 STUDS B 16' OA 2H' DC. 216' O[~ ~8 WIDE x/12 PAFTEP Cl'STEM Rt%i VENTILATINI 24 WILE 5/lc PAFTER SY`,TEM - - - - _ _ _ - _ _ _ _ waP-D! PIDGE SEf iIDN- SEE INOIV IOWL rLDOP PLANC FpP AC tUAI DCL s'~ PETER TD GALCS NMtML FDF RAI TER SIZE AHV ;PY.ING- ]/16' DSB 4TD1 / -4--DRUP-IN `~~M ASP. ^HINGLE' 19/32• DSB tOPn ~ RIDGE SECTION OVER ISD FELT PAPER-'. / I ~ xr ]/16' OSD +3101 ~.%'l-/ SEE NOTES BELDV ° 19/32' OSB <DPi) 2xt SPF M2 ' '35D ASP. SHINGI-ES i' AIR .7PALE PROV1f1ED ~ YNEE 4ALL BAFFLE INSTALLED ~ ~ i OVER INSULATION Vr NA r OVER ISM FELT PAPER'' xdES Y•1lL ~x Ra[ FOR ROOF VENTILATION 2x9 SPF D2 I ~ vis•3iARTn rw1- Y.IIEE VALL rNE enr uAtiEta ~ ~ BAFFLE IIJSTALLEO i t/2 NOMINAL DSB. 32/16 SPAN 1' Aik SPACE PPOVIUED / ~ PA ING OR 1/2' AGEIJFY FATED FOOP. PIOpF~VER ~ILATIDI•I PLYV00p GUSSET PLATE: Vr ou e~ r ~ FASf_ A +n[T vnLt IG A wx BOAPO I SEC NOTE BELDV Q v]r ra . NAI. i R Ina• LARr(P iNNI I/2' HOHIIIAL OS B, 3e/Iti SPAN RA7(NG ]x[ aaT owcrn OR 1/2' AGEI ICY RATED -DBL. TOP PLATF DBL. 2xI PL1'Vp00 GUSSET PLATES 2iA IN 2<e TOP PLATE VENTED, aer.nml+.l BOARDASCIA SEE NDTES BELDV ~ SOFFIT E%T. VALL STUDS ~ a'•I:• Mr~'!T'I~. t/2• G'(P. BRO. rAUw~n}, e1y-1~.`. TYP. FOR VALL` ~sr -~i' ANU CEILINGS !ice r -DBL. TOP PLATE ;EE INDIVIDUAL FLI%IP PLANS FOR AF.IVAL GC.L TB• PLATE ' III. ~ II'-IU• VENTED / 2x1 DR 2x6 REFER TD CALL. 1DWIlAL FOp RAFTEk SIZE AND $PALII~ - SOFPIT-' EXT. VALLSnIDS I/z•GYP BPD.- TYPICAL ~iic E'AFTEP "Y`TEM F~F' UNIT' iIF' TO ll'-lU" WIDE TYP. FOP VALLS AND CEIL iNGS IV' 13'-9• UP TO IS'-Y' n41xELM mlRO vwm ~ I ~ I Cf ~NEIR,.}q, TYPICAL 5/12 RAFTED `"fSTEM FOP I1'-lei" T? 1°'-'~° WIDE IiIVIT~ 3'°~ +aa V4 W`l 2-2U SPI SIUU FEPEkENCE. EWA E'so-~E: aFA ENr,INEEkEU WOOL i;ONSTFUCII~N GUIDE 1ABLE qtR ~ s~ ' { 4YP. 00. UUD-FASt WU R 12' DC.- , 01R/I11 GENEFA~ NCJTE~ \ 1. SIZE. SPECIES AND GRADE OF NEMBER$ $HOVN UN CROSS SEC iIOIJ ARE TYPICAL. SEE PG. ASU FOR CALUAATI@!' ~ !dl PlM'Pf MANUAL INDE% FpP nPEf IFIf [NFURMATION AEWPDIlG CO RCTUPI, FLOOD PLAN / ~zPEI PIAYI[lYRN 2. SEE INDIVIDUAL FLOOR PLANS MID RAFTER DETAILS FDR ADDITIONAL INFORMP7I@C -oDUBLC ERUiGC<- DR RK iCRS UCN ]I ]t RUUIY DRY. YYDRLIBVRC. PA I]IIt SKYC_IGHT N~TE~ ( ie]D1 ea]-tDaR rAx /s]D) eD>-Rtm I. SKYLIGHTS TO BE CURB nOUNTED RUST NAVE APPROVED IMPPfi ZEST PER CODE. ~ l r J' ROOF SYSTEMS 2. SKYLIGHTS DH STATIONARY SIDE DF HINGE PDOF TO PF FA[TOPY INSTALLED- T tPIi_AL _K i LIGHT FI[AMI~ ~r LSE TAIL• 3. "Y.YLIGHTS ON FOLDING $IGE OF HINGED ROD! 41LL BE HAVE UPENIIJG FRAMED IN FPC TORY. VIiH :K YLIGHi iMiPPEU el WIE REV RVR ND ~T LOOSE FOR FIELD INSTALLATION BY OTHERS. ORP/OWP/KLN 11/22/10 AZ8 WripgL 4wbCD Wrxxv. u1PO[D 1 UKC W Mw COF[R fARC W Ilw L1W(R~ 'li MIx) ip li/li IWa. `=~/'IE0 2.9/12 rxpb !p 4/121 Ip~ 'SPgCC P.CSERVCO fpR TK STPT[ STPIP W gPPRpV0.' HHHH r~~ SxpV nRmlNp/ulDlw NIERC Ma1P(n VuL IC WIIPIFI I 1 PD CS[p PI LPCM WDIVI MpICC 11MT PPKIC I 1 y Ut WTIRIK [LIPP[U ® I I ,z GR[ W Mw CpRfR T_4~_ 2!112 MINI lp 4/4 /IMY) C 1 II ao ? ~ r o--! n1 1 ~s~ II r? ,1 STORY FRODIT VATIdJ S]NGLC STORIt~~n~[~fg]~~f pnnWn 4wP[D wYL[ Of WP cpTCR WrpR111L 41PPED 3 o11M) rp 4/12 xM>.) WILC M MP Cp11KP 2.y/4 MFl) ip 4/12 ilYJl ~ WTpNµ SIOV pfwllxWgIWNO VKP[ RCWNKp VILI R[ •pnRC IID OI CI1CM WpIV1YML IWSC IIMT N2L ~j WLnWbL ulvxp cPat a wr mA(R T-4 2.S/12 MWl f0 IL/4 NULL) 9 J ll Y ~ ~ ~ _ - - WY 1C [11RL STW~ Pitn[1Sb UHI Wv N yix4[ `11PY PnPrR[o IAMI I ' i 1 y f' ~ _ _ _ .4 ~ ~ ? z Y_ r 1~1 ~ ~I 3 TWU STAY FP.ONi NATION TVO 3TOR1' [IDE ELEVATION .r.~lmlr.x xD ~r\ Tim -G.iLalsali..~ N FOUNGAT ION DETAIL _ ~s? p'IxWSwrr ~ ! `b i~~I Ra WusT[R W PcIwW¢u w.zurY _ ~;\d" uxrts R[an PI rdrrv D[Mlw, LWUIw- n u 11 ix¢WK • v W LaLwL ® ® 11 ® ® RCp'6 n' k. VKx RKV EILL ~ 11 osrmKean , q W. 11 Dom. MIN 24P) (IgIKEP INwp PMIY. ' II ~ A~ \N4. j % li' IM[DRY 11 LOLL®1 ~ ~ -'M'- °..'x\ W 2WF II _ _ 00 y II L1 ~t?+ytttLD~, OO ® ® 11 ® ® • OC] - . I [~RPL P PSS[P W CdW / ~1 . 11 OO Cpl![.- - PI I m. vb(n Dr' rILC - • ~ II \ 6 MIL VDJ C DS S' W KIrNI ' II / WPVEI~ 1D 9 1 II w.SP Y CPP 1.\5 ~la II 9 MPSpIiY Cql' ~ n \P. D' MYLY Wb L. ~ .1~I~ F~~\ p%/n. W L rl(. J\o\q OIRY11 TW? STOR1 IIUFLErt ELCVATIUN ..I 1 y / n•W' ~nx'` j MI NPillls- I ~ ~ d\q-\5'- /TI ' I I ~ \D D \xpN\nW i [ tB! PldA" e! rpx rml\ ~ IJ~ r ~v _ P~ wmn - ~ ~ J ~ ~PE,1 PrxlmrBN ENEPAL NOTES , SEE PG A2 FOR ELEVATION IIDTES AMU 11IFORMAi ICtlI ~ I ` 1]Q/~~G ~S. J/vt-. SEC Pp A15 FOF FOUNDATION NOTE' ANU INFOPMAT IGN ` % >)>Y Rel/TF d2e Y/BBRBORf.. PA I>Ra: 6L>DI ea:-SSIa ryY (s>p/ e.»-ozwr FOUNUATION PLANT ANU DETAIL; ARC PECOMMEN14I1 GNLr IHC bUILUCF i? PE PUNSIBLC FOF PPCIV IU II IG 7HC R/IUAL FUVIIBAIII III I i+- PLAN qNU INFOPNRTICDI, INCLUDUa, PPOPEPLY :IZED F0071~<. OESIONED PY q PEGIiTEFEp APFNIiEfT OP PPOFEiSIOHAL EN51NEEp ~ / Lc4b rml(r ~ PROJECTING SECTIONS DETAIL SEC INDIVIDOAL ROOF PLAM FOP qp UIT INNAL INFOPNq TI011 ' M~~ W11 ory pvG M r~lC ORP/DWP/KLN 11 /22/IO A / 9 BANPIEP ipVpRp CQIDITIpCD SPKC I n4YBC.Dx SItC 0T BUILMPI ;IF€ ~ - 6CE PGS. Y. uBp 415> ( P JU'R. 3B OPI• IN'bLAIIpII V/ VYDh BAPRttP iW4RU rpx0lTlpxEO SPK[ \ SEC PGx MX AND bb 12 r' ' i ~f~ e.5 I2r- ~ i.R LPP }2 YKC VKLS p 16' DC I W 9/B' GYP BpAkD PIP. FLOM ' ' } I/2' OP 9/6' GYP BpARp CLG JOISTS At 16' a <SCC CKCUL4TIQXS ~ M4HWL INp[} P.. A9R) . flG Al3T• AI 16' a RCE lKCULATIQIS rMMHI IIIUEM PG AS01 Y v ExT YIEATwIL y E[T 4TNING J uo anc• ose aim (A) mb• DSI Isrm ~ ~ ~ . <u s/e• Krvmo n-u ~ <e, yr KrvDpD n-n (tl IR' R-N4% DR 2.6 OR 2wR SPf STUD ! 16' Q pR 2A' K ¢ {O 1/2' R-M4Y OP 2a6 OR 2.X SK STUD ! Ib• a DR N' W l/.' STYRpFpNI REO'D PER p~/vplp LMOS. SEE CKCS. 0 O/.• STYROTQVI REp'D PCP NII1F/vIND LOADS. SCE 8 IN.B RATCD BIAgAXI INpER PG ADm C •IM R4TCD CK(ULATIQIC N411141 IMDER PG 4Dpr SHC4TWNfV Y SNEAININGI iTry[P b ~4QiLYIMGSIV% ~~1~22BR [uliiLRrir~GT ViI n"EStx o~ee~J 19/S2. 4M RATED StUlD-Ii LOQB l- D0. BAMD JOIS12 rSPf 12 10 16' ~ CRU-1 OR BCTTER 19/J2' YA P41E0 [flip 1-FL® IMTCN $IZC Q fLP JpISi V/ OBL BwD JOISTS tTPf 12 f0 16' a ESP I DR IETIEP / lMICN EIZE 6 FLR 10151 v/ :PLIEES :14ifiRCD NINr / SKICG :TAGDERED P MIN. R 21 Q P i0 INSLLAi1Ql V/ VAFO BWNI[P TpVYO CQIp1tIQiD TPKC 12' BLLLS v/ V4fNER5 Al B'-R' M 41EL0 YIATTKLEUr I/2' LAOL Ai I•-ff OC 6IELD IIGTKLCm 1/2' OP 9/B' GYP BMkp 2x6 :T'r R -OBl L.1U DP Zd2 LPF F2 fEILING JOISTS fi4N? JOISTS V/ EPL I[[S bt W 5/b' ~iTP BWkU DIL 2x12 m i..IV 'Ff R 4I ie' DC STAGGEPEO AT nltl I BAxO ASSTS V/ .KI[C - - :T4ffERED 4T MIN P-21 IIISlA4TIDN v/ V4Fpk IYRIEh _ TDVARO CQBOITIOED SPK[ ~ R-21 NITLL4TBQi ve vmpR ?4RAIER ~ EPi SIYIMG R-19 t®TIQMLI Q R-13 tRTIQBALr d iDVMp CONp1TIQED PACC GN/. VINYL 1It' LAGS At 16' O< c I R-t9 Q RIJ IpPi1 w S16 2.6 dl 2xR SPi TTUp ! 16' W OI 2P W [FIELD INSTKLEm E}i SlDINO c <m f1-11 p[pp pp Pppf/VMp LMOS, xC CKCS. ip CDN4CT IlRillll 10 y IM RH VINYL $ M4NUK INpCR PL 49m MAIN STRIICTIMC 8 Smpll-11 2x6 Q 2xX SPF STUp ! 16' Q DY 2R' a j ` RCPO PER R~/vIND LQ4p5, SEE CKCS @EN JWSi 3 x4M1K INDCY PG. AD01 I Q NFxT TRUSP[S OPTpMK ~ Y IIK B4ND JOISTS ~ fLR PERII[TER IxSIRATION OI ATC BY BUILMP .Pf 12 1p IMTCN 19/R' YA RATED SII%tU-I-R COR IF YTNI VKLS AAC INSUL4TC0 19/R' N4 RATED STWD-1-fLODP SIII Q FLA ApSTS 16' OC CRP-1 P+ BETTFP ~ ib' DL GP-1 2.8 TRE41E0 SILL- V/ SPLICES SiAGGEPED 'ILR INS4ATIQ1 Ol Sli[ b MIILYEP pP ~IIQLY RATE fb' MIM> INS0.AfIDN 0T M4NXKiUREP IF ISMS VKLS YC U4 IAMY GISTS Ilpi IIISQ.ATCD DP [RAVL TPACC FQINpUIQI q2 SPf i0 lMiCn MiCHOk ILL1T {/2'x11'-1 2.8 IPEA4EY SILL PLATC il2E 6 fLP JOIST: i 10' EMBEDDED IN fD11NMTlm1 I/2' B0.R V/ VASHFP 41 XB' Q 4ITE IN TKLEUr ~ V/ SKI[C 514fAFRED VKL AT 6. 6C. IIA[ ~ l/2' LAGS AT J'-b• a KIELD IxSTKLCm J'-i MIN> UIESi NOTED OTIERVISE ~ X '-R-21 iMSULATIpM INSTKLEO 11 E~ DCDaxS~1pIRIpATIW vKL fQlNDAiIQI VKL OV _ITGOPT. BY M4i1X. II ~-UK BNIO AIS1L fpLNpAi1Qi VALL X -R-21 INS0.4IIQI INSi KLCO _ Ai p R-30 rppTIQW.I ISPF B2 i0 IMTCH ~ IM SITE/®T. Br IIAIAK - ee~~RAV n~~ f.~~ BA:EMEIIT G - b • R-JD tDPl101ML• i OTNERVIL UIESS NOTED e>, p _y -ZILUL SRE Q FLP HILT; IR' EQF.. P4PG - ~ -GT'--c-rl~ I/Y CQC. P4RGING FOlxD411W VKLS V/ SPLICES ST4GGEPCp CDVCR V/ BIN , ~~.r~~••~~ COVER V/ IITLMIIg1S 'OB SITC 1Y BUILYEkr - -i~ BAi[MCIU ~ fDR}I1G .'-DMIIII [Mi1K fQA10AtIQ! VKL" ~ ~C[PKlSId JIMNiS tITPJ FpI1NpATION VKL ~ ION SITE PY BURpER• U ~ ~ P C[K. TLM V/ 5.6x14 li r' LQC. SLAB V/ bxbxlV z n J VIRE KSN VIDE NCSN CMWICCA NBiO >Yln i ~j~ • x ~y. WF- IYRIEP x B ' b nB/J+R(EP ~ x N ~ T ~ E~~1N1y~~,Yq~ UlAVCL BED 91~d'rp T} - X' LkAVEL BEN IT ^1 DRAIN tILC IX BAR canNOwL ~ IiAm rnE IX BY CQXIINIQI` 1A BY fp11TINUW3 ~o IRRIIBN r-F~~`_ ~EI"TIOIJ A-AI I I_ROS_ _CI_T1CII E F Dtrw11 N3< REF"ERENr_E_ Ewa E30-48, APA ENGINEEFEU WOt7U CON~.TR.UFTION GIGUE Ta6LE p~4 rep /lJA" o>' / ~PJ~',t' Prk~ GEtJERAL N~TE~ JYOAlBS, lNC. 1. SIZE, $PEf TES AND GRADE DF MEMBERS SxDVN DN LROS: SEf TIDN ARE ivPlfpL. SEE PG. ASU fpP CAL{ULATIONS >i>! ROf/iY d2t. tlTpeLepURD. Pe HLl MANUAL INDE% fDP $PECIF(C INFORMATION ACF,OPUING TO Af TIIAL FLOOP PLAIT. (p>DI 0.T>-ZDDJ lLf (b>01 e3>-Op10 2. SEE INDIVIWAL FLOOR PLANS AND RAFTER OE TAILS FOR ADDITIONAL 1160RNAi1011. 3. SEE PG. AIB FOR ADDITIONAL FROSE :ECTION IIOTEE ANU INFORMATION. PROJECTING SECTIONS DETAIL In YIC REVS ow w DRP/DWP/NIN II/22/70 A3Q tills, I u CY' ~ 1 CJ Io~KwwKlx[ rtmn a sa ~ ulon A A Ix wm cnrtlnr a ~ I Irb slwr Y [.wr YA uv I ~ I>. N~ RP[ ~ ____JJ 1J IJ _IJ l yr vwl..-, , u nPl[R ~ n an ~ 5T I - Q ~ fpYEk/MALL C~ bEDRppM bi[NSIpN li 1412-3 i Cn - wlr K ISi O ~RTN 1 ~ IPIJ) RIB m P RNr K .Kqy IR '-Y Slx Ul[is ~ 1 I OQ [N6SS rt6~ ~ R[ P x-SSwr C Yv 10 OsKR •b 1' \ KFl IW [r [ S MOXrtKIS { I e uK. [ss ¢MRKnB 1 /I~I [ 1°~,i1~ll~rlm w um[ . Ii In awuA[e r [ [[KUO1 rcn ~ T v ul v4~~1 i i ~ . sr[NIL c[m[r I •ecArol wr vrr '~~3.Q YAV ( III - r v[MI rRw~ I I .cmIRAK to ru Rw I ~ III I I ~In ru rw I 1 \ 'f-~ 1 ~ i IBx-211 \ ~ 1 I Q i 1 S ii ~ 's3 Il~u li I ~ ~ I I I I I 1 1 /1 I I II I11 11 12-2 ~ HALY-IN ° I 1 U U I~( u 1 wrlww aK[r ~ 1 1 I I MALL I I Y ~ IY% I I N/ILL IKUmI w. vrr I 1,L [ -J 1 1 BE pRppN Z ~ i 1~ 1 1 ~ IxfPGRR r0 f[A RW mY11w. Ilr, I 1 1 K wOfO I I e_ = i 1 l i li-2 1 t o R i 12-t I¢ wm [uslnr n I I t I 1 1 ~2' 1 i tl~S: @ I I ~ rP Slwr [ i1Y11 W4 .IP /r ppp w[TKU1 rrp 01 M[wr II I ah I 11 L_____ ,yeJ I NA Ui vR9 1 L__ni1 1 C 1~ .J ~ ~ _ 1____ 1 ~r 1 I aa'/ -~l I B B \ :A PNR artul.e~'1 B - B - - N[ Clr[Nr XII[r ,11 BEpR110M .r.1.-x VR[ ~ nnNC kooH ~q - ~ I ~ ~ w n 1 it Kca1M1A Iy niiEU1 11 x~ I]so v IJ O afA I I ~ O c7 ~1A Ip-R' MIN Y IS'-9' SIAX IV •R' MIN f I$'-9' MALI MULTIPLE RUUM PROJECTIUN FLR PLAN MULTIPLE RUOM PRUJECTIUIJ ELECTRICAL MULTIPLE RCtC1M PP.OJECTIUW FLR PLAN MULTIPLE ROAM PRf]JECTIDFI ELECTRICAL 1 aT srmr W x-z]mr w vxcLL cT~n AND HEATllJf PLAN 1 zNO aokr W z-zroRT I AND HEATING PLAN I ~ IST iTpRY W 2-STpRY pR SINFLE Sipftn I f 2Nb STpRY W 2-STDRr , TK.r~11n m,e.. II 11 II II II III 1 II II 11 11 II` ~ II I NW.KIRmA11 ' II II 11 ~ P..I Y![I~!!! II a II . NDTE 1 D~iyVLY ii ii ii SHEATH PEkIME iER VALL W Ulill (VLL LENGTH Al 1 I U ~ w~ ~~r u u u OPENING IN PEPIME iEP VALL Ap JACENT TD MAlll HWS S w~ u u n INCLUDING DPEHINGS VITN i/A' iHCPWWLY DP Ep11A . QI u u II REMDVE SHEATHING. STUDS AFTER NDDULE PLIiCENEIII n u u n n u 1 M II 11 A I II II 11 _ _J I _J I CIIGIIK[b iKRp PYIF II II II _ 11 11 II II " J bb 11 II 11 ~ R P~ N N u jtlY:; g: . u u n f m ~ A4t~E~ M1A ruKSN slits qq i 4 FR.O I iION S CTION WA OP NIN ~ I TA[ I B i B p ~ Aroma ' ~ zSWV / 11 J p,RYI, rr O A REFEkENr,ES EWA E3U-56, APA ENGINEEN.ED WODD fpNSTRIirTIDN r,UiDE TABLE p2a Ib'-R•NMI-IS-r•R.., / >r]s >xxA~ o< / IZP~:J FIiT.AY]1RN ROUM PRUJECTIUII FLP. PL AIJ P,UUM PR~JECT1Ui1 ELEC TP.ICAL GENERAL N~TE~ ~ at aokr W z-:TDRr oR vknE :Tw1, AND HEATDiU PLAN OTC. 1551 STDItT pf 2-STdR fM SIN0.E ;1pPn TI]t RRUTI Stl. Y/OOLfBURC. PA I]III i. SIZE. SPECIES AHD GRADE OF MEMBERS SHpVN ON CROSS iEf.TIDN ARE iYP1[AL. iEE PG. A50 FOP CRLGJLAT[ONS (6]R) di]-2JJ.] FA.T (6ioj k.Y/-kllR MANUAL INDEX FDP SPECIFIC INFDRNATION ACCORDING ID Af TUPL PLODR PLAN. 2. SEE II IpIV IpUAL FLDOR PLANS ANp PAFTER DETAIL°_ FOR ApDITi@!AL IIJFDRMAii011. 3 CEE PG. AIR FOR AppITIONAL CRDSC LEfTIDN NOTEC AND INFORNAnon. PROJECTING SECTIONS DETAIL er Wa. REV. w6 q _ DRP/DWP/NLN fI/22/1D A.5 1 1 t,, SvµE PCS[RVCO FOR iNE Sial[ $IAW W gPPROVµ• I I I 1 I 1 j I I 1 1 I i IJPlifi LDHNEC TOP FPOM EACN I I JOLT 70 [ILL PLATE I~ N i . 14 In I n I~ 1 to I 2x10 ,PPp2 IN I N ~ JD!$T 1 V PLR. JST. p 16' 0.G ~m 1 J o rNAHGEW. rTYP., j c to - Pp Y I _ 1 - . t I Q IN. HOR. RCU'0 BLOCKIH, I N I 2 4) 2M $PFN2 I SEE FLOOP PLpN I o POP OPTICYJµ ~ 1 I -MDR. REO'D. I I I VIIJpOV LAYOIIi$ a ¢ SEE PL[IOP PLAN I J• NOTE- PELOV Ig 1 n FOR Q+i1WML 1 ( i ' NDTE~BELO [NITS I 1 v I ~ FpMaUAT11RJ VALL- ~ ~ I I ~ = ' I vMl[S•SCC OI I I G Itme µYJ r' I i I ~ ~ I 1 J,f I I ~Qd _ DBL. 2r10 $PFY2-- I II ~\b r 1 ~ c 1 m E i ~ ~'i; 1 _ _ _ _ I r I I _ ( _ 2. IU $PP NC PLP. !STS. p Ib' O.C- - _ I 2.10 SPINC I~ a - - n - _ _ fLR. JSi. @ 16' 0.C. ii I N I I II - I R ~ ___.-._-_-__J_. u~& -II-- - i° ° - II I N o I S0.1U v i'HRN'CLR6 N I I ~ ~ 81-OCKI~ N IJ J m 2_ 10 G 4 I _ t JDISi 1 ~ ~.1. A T I --+A O ~ I HANGERS tTYP., i n! I I a I ~ I CI I / 1 1 I UPLIFT WNNECTOR FROM EACH 4P2 c .KIST i0 SILL PLATE I I SR _ PDUNDAnoN vpu-f FOUNDATION VpLI o Pi 1 ~ 1 ~ I -~'N~ - J p~ i UBL. 2x10 SPFM2 I °R oeL. zNlo $PFYZ - _ J ,~CT[ON A-A - DbL. z,lo TPFY2 '_LCTIDN E-B TYPICAL FL~~R FRAMING P AN NOTE ' TYP rAL F P FRAM Nr P API ABOVE PLAN SHOW; BAY AND x NDTE ~ AY~..ImIJ~, FIP,EPLAf_E AREA `_.UPPORTED A ?VE PLAN `HOWL BA1' AMU BY FOUNDATION BELOW FI.EPLACE AREA CANTILEvEFEU 19/32 APA PgfED SIURD-1-f LOW/ ?VER THE FOUNDATION BELOW ~16' CU;. C%P 1 GLUED ANO NAILED i0 .%JI$T$ A$ iMOVN I'-P' Y[t11N t4/Y SIDE -Tipp 14/]2' K'q kAIEO 'T °'Y' :[[IIDI IYgY' fiELO INSiµLCD OVER HAlll Ltl[ JRO-1-FLOOR Si11NS1µLCD~OVEFLO IN' 0.G. E%vl xAlLEO i0 .MASTS aS SNpVN I, U ENO HaIL$ IN HEgpEP tb, 160 ' ~ --_{___p_-_~______ __p___p__~_~ /-OW FAST 6% pR E0 EM:N N[MNER ~ I , NF - Ie0 PM IT. ~~aX A 1~M HEIY • III - _-___-__-.__.--___-._____--__-._-LL_____.--._-. 2-2pt0 OPFN2 JOISTS- i/@• 80.T v/ VASNEP q aB' 6r, rNpl PE0.0 V/ 2 MENYEPS) _.-:;;c:r.~rr fid 2/10 FqS iENED TOGEINEP V2' LRGS p1 ~2' OE. rNOi RE0.0 v/ 2 NCNYERL 60 OW fKi ABEL OP 111 USE AISf HgNGCpS 4RpUNp fRMIEO OPCNING R ° v/ 50] IAiLS STAGOEPED I EuJµ twILS QpfN JIIISir _Jil h: AT 5' O.C. iNRO-CHIT JOIST [LG/FLOOR = bIR?CP OW FAST 6Y) -'3, laa UMI I'pSI yq ~ ' 111 4a DUO Iasi IYHI 5tl pW fq$i 48GL I!~'--------- fA AIIIM TYPICAL S T A I F' W E L L U E T A f EACN nDC v fLR AISi EuIAL NpIL$ ¢ACH Jorsl, 4 O OR EIXML IMIL OP Eg1aL NAIL _ _ =all I~ 01QV11 III _ ~ECrtoll >j-~ II ' III - - - - REFERENCES: EWA E3U-GB. APA ENI,INEERED WODD rpNSTRUCTION rJl!IDE TABLE #c4, ' ' _ - _-mL::c__:c::c:: - A B 8 GENEF'AL NOTEL I r-II• aJ'-av, ~J'-U' (2)'-0'N, p..p PU MIN 9-11' PD NN/ 1. SIZE, SPECIES AND GRAUE OF MEMBER<_ SHOW ON fROS'. i[r TION APE i1 PICAL. SEC PG. ASU POP CALUJLAiIONc MAIJAUL INDE% FOA SPEUFIC lNFORNI1710N pCCORDIIK TO THE pfTUAL FLOOR PLAN. ,o'-u' NIN 6' 4• Np 2. SEE INDIVIDUAL FLOOR PLANS AI ID RAPTEP. DETAIL] POk AODITIONpL INi'ORMATION. f- f~ J. PLAN$ $NOVN ARE TYPICAL, THE E%KT LOCAilONS 41LL VART PENDING ACTUAL fLCIDP PLAN':. T rF~II_AL ! TAIRWELL FpAMIIJG TYPICAL FRAMING DETAILS Op14 RN EVb b A33 ORP/OWP/KLN n/zz/lo ,i t1 1"" ePN.-. ` 1~ 5~r,~.ri I I i "',N •SPACC RESER VEp FpR tH[ STATE STAMP pF aPPRpVAL• IM S$Ilb STIR - ~ l~h -i^ I ~ i "C,~~ 119 1B ~IB `w. 1 ~ zsF ~,t 29 z° _ zs 201-x. 2X6 [DNt. ~ 1B ~ 119)1 ~9 ,9 ]9 Cpllt[xf{v 1' MIN. AIR SPAEC~ q aIP ttpV 16 _ aIP 1t 16 fLpV AIP 1> 121 (:9 U 16 (IZ) npv Irv 2x, x>f Stu° ('II \'an _ 16.6 2P' 16' L 2"' pP> le• Tln °°cr vqL ~ ~ i91 w u ii) J u ~li Iz u - u a lia S$ xa1LF0 FaSN 1] -'1 SI$. CaCN iNix 19 li >•~M SIT[ _ _ 19 _ 19~ DETAIL "r" DETAIL °U' 00-~ / EST. WAL CATHEDRAL TkUSS EXT. WALL sTD. rkus3 DETAIL 'E° » ~ n '-(le ~ STANDARD ?VERHANG DETAIL a n iz1 Iz C p _ 9]) O / ~ 19) DETAIL °A" DETAIL "B° "J TYPICAL STANDARD RDDF BEARING TYPtr_AL CATHEDRAL kODF bEAkINr, I (10 AND MAP.PIAr,E WALL DETAIL= AND MAPRIAGE WALL DETAIL: t,l Is _ -(lo) ~22 - - - - - _ - - - - Via) - - - - - Iz I - i:~1 I~°~_ J Irr ' ~--~«1 - - z.t L.v.l- u°cu u Alxr NMaYP '=I i9 1, vliN 2N [IfTEP101 VMLS ~ I"I \;J ~9 19 1° el ,t ~1 ~ .-n 111 ~=1 3:1 ~ 2t 2i i"1 i%1 i-I ISR AINt .LnN S?,Ir ~ NYl xQfl; II-~1 ~I t _ I- I I SE[ WAS $19V~ / III- ~ - II ~I~r I iI I I -~I) - xrc wux Pnwr- ~-1I II I I I ~ I I=1 I1=11 _ .III-111- i N-I 11-1 I 111-~ I I I I 11~ ~ ~ 11' -I I I=I I I=111=1 ~ 1-1 ~ 1 I~ DETAIL °r," YRICHL FLOOk GIRDEk bEAkING DETAIL "~I' TYRIf_AL FULL HEIGHT bASEMEl1T WALL ~_'rt~~' II t,1 °iiiC.°F ~O L - ~ r kl ....I yl ey.. - 3tl (13 191 hll J r.9 z, -(1i` 191 - - ~11 ) . it it 1] - CN4IMCFP iNiRe PaRiY. tl r _ _ ~ -1eI ~e ~i DETAIL "F" DETAIL "E' I 1=~~IH I- _ITL 1=III-) _p,/= TYRIf_AL SPLIT ?R EI-LEVEL OVERHANG T/RICAL SPLIT ?R BI-LEVEL OVEFHAIIG i i~~(=11 -I~~1-1 '~=III - MASONPY WAIL ~ / STUD WALL ~ ~-III- -L- III-1I wrsun II I~ ~ ~ ~ • • I ~ ~ -I I I-I I I _ _ 1=1 ~ I=1 I 11=1 I L-I ~ I-( II ° . 111 'III- -III-111- ~I~ ~ ' ICI-I rewkiAPi GENEPAL NOTE iuil_ir-iTf-1Tl ~li - - -III= / ~P~:1, °`""CYOA' r1 1 _ • I I HOMES. !NC' 1. SIZE. SPECIES ANp OFADE DF MEMBERS SHpVN 011 CPOS" SECTION ARE TYPICNL SEE PQ A5D FOP CALOILPTIONS r LE TA1 "~I" -I I-I ~ n>9 p9UT6 StY. YI90LfBURC. PA t>Nt MAPIAUL INpEN FOP iPECIF IC INFORMATION ACCORDIND iD THE aC iUAL FLDDP. PLAN. -I II-III-111- I I-I le>°~ an-taa> n.r /s>°7 ea>-w9° SEE INDIVIDUAL FLOOR PLANS AND RAFTER DETAll3 FDR ADDI iIONAI INFORMATION. TYF'II AL l RAWL .:RACE RIk. F' 3. SEE PAGE A36 FOP ND7ES AND ADDITIONAL INFORMATION DETAIL 'k " TYPICAL SECTIONS & DETAILS TYPICAL CkAWL SPACE EA~EMEH7 WALI w.a~ iCm evr,w ORP/DWP/KLN 11/22/10 A.54 ® 1 f q~. 'SPACE RESERVED fINt rHE STgIE STgMP Df gppROVgL' ~ 1 zo ~ 19 (zo} !IR}~ (~,ti ' l' 16 ~ I6 16 PI _ J^, 121 12 DN SITE _ -(1J lR~ JRI . 16 , 19 RDW OVCRMMIGJ / _(191 .x-09) ll~ RRICY. vEHECR 10) ~ ' Sr BUILRER _ ' to loR 9jo1NC+ ~ LJ ` /^(ul _ i~J> 22 1~ I~ 12) ,-(II~ t n) '~16) er~EUtioEP~,\~. zz ~ ~ Y I UETAIL °F" 2A LNJD11J6 TvPIr_AL GABLE END pVERHAI Ir ox vrz er mLREP ~ Iz I Szl (n u ~ - e IJU _~ol z2, I ~k' ~I 92) .I _ xl _ _ ~(z -{22) (RY -CCgaJSIDN mwr ! - - - _ _ - ^ i 2r1 ' 1 B 1 _ g li) i C ]1 T x I- UETAIL °M" UETAIL "N" BI-LEVEL ENTRY WALL BI-LEVEL ENTP.Y WALL UETAIL "F,~° - 11-1 SErpIJD FLppk MARRIAGE WALL DETAIL - IE w>- ~ / _rl~"NINL Iz aM SITD 19 121 (19 f qY/Pld~l 1 L_~ to Hn i91 (i .{fn Ulr -r) ull(2a - r... rzz I ~ R2F Ol- r-I I-~1- hlll-I~ ~/1 1( / ~ , I -'~J'>l EwIrRxR raRO raerr. (NSF 291 12}-% RCD'S D1pr VxERE 46~ M C ,tr~ /,p 12)vgLL SEPNfgTES 121 h9USE t RKgGE ~11 {121 • d UETA~.~ -rls) 1~ ~ ;;FLIT LEVEL pff~ET ~ Us emu) 1?) a.. {191 UETAIL "R° UETAIL " UETAIL "T" mnYrr P.ppF ~ 211D FLppR IIJTERSECTION 2ND FLppF pVEkHAIJG UETAIL TYPICAL 2ND FLppR DETAIL w rx~ P~tF o~ GENERAL NpTE~ I / J=POpI~L+ PIxFICNOx ERE. $PEGE_ gllp GRq D[ pF MEMBEP$ SHOVN OIJ I:POSS !{CTIDN ARE i\PIfgL `EE PG q50 f0P gICIRp110N'. /![[OssMGS lNC MRNgVL INDE% PDP SPEr IFIC INFORMATION pC[OROIHG iO THE qC?JRL FLDDR FIgN. >r>P RDYrI Slt. YCDOL(BDRL'. PI HNl 2. SEC INDIVIDURL FLOOR PLANS pN0 RAFTER DETAIL' FOR p001T IDNRL INFORMgi101J. f5>oJ ee>-seee G.C ra>oT en-eeao 3. SCE PAGE q36 FOP NOTES AND pODIT10NAL fNF DPMgTIDN. TYPICAL SECTIONS & DETAILS en wrE q[v~ Rvc r.9 ORP/DWP/KLN 11/22/10 A35 ~I!"s 'SPK[ MS[RV(D fpl tl( 51118 S1u1P pr Rppgy,LLy ID NIOG / / l VCxI I ~ ra mvu [nsaTm nIJRN cnL.A w(v rLALww I ~ fIRC SiDP TPKC " 11.2•.6. 20 W W IETi[R 15/L'+A• t• W wLV Si[CL STW OI 1[TT[Y y~ DR KIC/{NMTC(DCRDNQCiW f/AV iTCCL STRN . NR fLw II"' \v V CUPLIfIi LGDS MPIIKD Vw/ CGPCLCA~IY fp1aPMCRIIIRED • VExi[0 ` 11GLtrT L6Hf fIN( tiDP SPMO 5(I(FIi L•M ITW? `TOkY 2ND F ?pk ?V kHANG T_Wp_STpkY 1ST FLppR S1vrlnr ,M TYPICAL VENTILATION U TAI CEILING T? B AkINr WAL CLN11 VIiM STRMS RBOI~ / % ~ / / T MIH 1R IMIL %G WILS r IRC sm sPK i s• U ~ /I • " j r riCLO IxsTKUO • /J// / S• NW v' /i/ ' i ' ~ t I VL•.9• to w W 41TCR Ntl2l SipV lW Y ENNIC~(l1RSCIDP W [P.NL COIMECipI v/ CNMItY IW RC4INCD v/ r,VK1tY fDP iN)SS/iK¢P rNRS/RM1C:R IALIfi LGLM -CLD ICNI[G p;µ r/Lpl LDIIDS EIViI FLppR` T? 1' T f Lppk r ?PII~Ei' TIT]N CHIMhIE Y PEIJETF'AT1pN DETAIL • P(PIN[lEP Q NnaE µD. wrt uPLr ttunlc nml nR v . - - kppF T? MAkkIAr,E TkLIS` T? Ei~TEPIpP WALL CONNECTION WALL COI~INECTIOIJ I DCL A113T-~, -DIL Jllili ~.fLF JDISIi I 1/L'n6' b ryL UII IETTER ~ fiGLV. STCEL STRN / pl NICbNTC Cmq[[iDP -AISI NVQR V/ CYLKII`wIp~PCGlIIICD TYPICAL ELOpR FRAM1Nr EXTERIpk WALL Tp ELppP r?NINEI-TIpN "e 4; GK V. ST[EL S,LN yyLr.,llGlil I a KSEMNr[ cOD[cTIX ~..,.ai.wrRL1~,~~GL. I v/ cNKITr rpt gWpEO 'f."'-r'y~ DL p rRUti/RKICA VLAT LMDS Y r~i, ~~..~.rr It YI REFERENCE~~ EwA Es0-5H, aPA ENGII IEERELI WODL CDIISTRUrTION r,I SIDE TABLE M24 ?F'TIONAL " TkII;C T? EXTEkIpP [Imue[R rxlRO P,wTY GENERAL N[lTE° / PG,. A34 THkI i q3E ) 16. R-30 OP P-3B IN$0.gTiD1' ~!,rH VAPOR BARRCA TpVRADS coNDIT1pNED $PgEE WALL I;pl INECTIOIJ L F.1?GE VENT OR GABLE END VENTS IT. I/2' OP 5/B' 1 1/c" V COMPPESSIOH STRIP OVER INTEPigt MALL'. 2. R-19. P-30 DR R-3B INSULATION VQH VgPOP BARPIER ipVARD3 WNDIT IONED SPACE. 18. PPEFABRICATED VppD iRU' E$ 0R FACTORY CUT RAFTERS SPAf,ED AS REDUIREU pEk ppLLULATipNS MANUAL / SEE PG. A5G > EOP NFW INSTALLED BY FACTORY OP IN FIELD BY OTHEPS r -EE PG3. Ago-A15 FOR INiLA.RT[ON VpLUCS 20. PFPIMLTY3 VIN06CLA~SS q` Q $H~NGLESCCpNPL 1'RVDITHRgSTNED 3161 ANDTIVIND NTEUTED!tpEAS~M D53161 n 3. SAME R$ NOTE D2 ABOVE VITH UNHEATED BASEMENT ONLY. by~lwN1, Hq, 9. STEEL L'OLUMNS ! IN PlELO 1, SEE FpuNpgTIDN DETAILS ON PG. AiS. I LABELED) DYER YIS FELT. ~ B ~ 3/B• - q• LqG BOLT<_ L 4 Ep[H COLUMN ~ SUPPLIED ANU INSTALLED IN FIELD 21. APPROVED METAL JOIii HANGEP.S OP LEOCBP. _ 6. i/2' B0.TS VITH VASNERS AT 4B• D.C. IHSigLLED 111 FIELD 22. Dl1VBLE PEPIMETER 101STS TD MATLH THE SIZE Ci IHE (LOOP JOISTS. LP 1/2' LAGS AT 92' OC MSTALLEO !N F(ELO 23. 2N4 iPF 112 AT 16' p.C. OP SPACED AS PEOLRPED PEP CgLC11LAT[ONS NgH1JAL r SEE PG AAI 9rD[P rLfT T. 2n2 CDNTINUOUS LEOGEP 29. 2r THE NCIGHT OC FLOC IpICT FOP BLOCKING LOCATED A7 A CANT ILEVEP 8. 2+10 $PF Y2 FLOOR MISTS pi 16' pC. t irP(CpL ~ VEPIFY VITH INUIVIfYJAI PLAN UETgIC" 25. MII PJINJN I• AIP 'PACE FOR VEIIT ILAiIOIJ IS REOUIREO BET VEEII iPoJSSG kAi TEkL 9. DOUBLE PERIMETER JORTS TD MATf,H THE SIZE 01' IHE FLpOP lOISi S, VIIH •PLICEC 25. 2+ DP 4> PICCE SCCONU OOP GIP. pEP / 1 OP. 2 PCR UNIT ~ VIIH SPLICES STAGGEPEG STAGGERED AT 48' NIEYJMUM. 98' MINVMUM OR PER LM.CU T[pNS MANJAL ( _EE Pli. q5U OiRYH I0. r0 PIECE CENTEP FLOOR GIROEP ~ 2 PEP UNIT TYPI[AL VITH SPLICE' "TpGGEPED AND 27. (U PIECE FIRST ROCA2 CE LII IG GIRDEP r 2 PER LtlgIT ) VITH SPLICES STgGpEkEU LOCATED AT B'-0' INCREMENTS OR A, PEP CALCULAi[ON MANUAL ! '3EE IIiDE% PG. ASU 48' MIIIUMIN OR PEP fAL[ULATIONS MANUAL ~ "EE PG 850 > 11.19/32' APA RATED STURO-I-FLDOP. DR 5/B OR 3/q• 28. I/2' BOLii V/ VASNERS AT 9'-U• O.C. ~ FIELD INSTALLE? Ok I/2• LAGS pi T-U' 0.1:.• FIELD INSTALLED PLiV00D OR D$B, 16. O{. E%P.-1. '9. 2x6 ~SPF D2 rE1LING JOISTS Af 15' O.C. TYPICAL VERIFY VIIH INDIVIDUAL PLAN DETgIL i. 12. I/2' OA 5/B' ?YPSUN BOARD [LASS C INTEP.IOP FINISH 30. DOUBLE 2r 10 OP 2.12 CEILINfi PEkIME TEP VITH PL ICES °TpGGEPED AT 98• MINUMUN. U. R-13. k-l9 (R R-21 INSULATION VITH VAPOR BARRIER IDVARDS cONOITfONED SPACE' 31. rRgVL SPACC FOUNOq TION MALL ON SITE BY OTHERS ! 14. E%TEPIOR $HEATHI~ ~ 32. BRSEMEN7 FOVNOA710N V SEE PG. A13 ) (Al OSB NA. RATED SHEATHING ALL OII "ILE BY OTHERS 1 SEE PG. A15 fBl PIAA'Pt (B) S/B' PLY VppD i-311 33. 15'N 15' rpAVL SPACE FOUNDATION PIEP ON SITE BY pTHEPS SEF PG. A6 r 1 (C. 1/2' MqF 39. !2) OR (U PIECE CEILING IRDER I I DP 2 PER UIIIT ~ PEP CALCULATIONS MANUAL 1 SEE PG. A50 ~ ~ •/`!~C' l~ PtwFtYnav (U) 3/P GYPSUM 35. •2) PIE[E= DF V2' FLY D ^TRUFiVOpO F(LLEP. 'E) P-NA% 36. OpUBIE I/2' OR 5/B' . I /2' COMPRESSION STRIP XOAIE.S, /NC i5. EX TERIOA (DING 3T. DOUBLE 2.4 SPFN2 TOP PL TE RT MARRIAGE VALL. n>t RBU>e uL, YFaOUBDRC, P~ ne+t fA) DDUBLE 9 I OR 5 I VINYL SIDING OR SINILAA 38. EAVE[ FLASHED VITH A STRIP DF MINCPAL ~URFgCEU BULL POpF Tp FtiENU ip A pplNl CIF 12• MIN (e>el BJ>-tJJ9 M.Y (eTO/ e!>-oAY (W SHIPLAP VINYL SIDING 11ISIDE THE INTERIOR VALL LIN[ (b 6 1/2' BEg0E0 VINYL SIDING 3?. UPUPT CONNECTORS FROM ROOT i0 VALL TYPICAL SECTIONS & DETAILS (DI CEDAR (MPRCSS[ONS 4U. THE C%TEAIOR VALL ENVELOPE SHALL BE PkOVIUED 41iH A yATER/VEATNEP PES6TAl1T bgkklEP PEP CODE. 91. ON-SITE f (REBL~KIIJG IN LF.ORDAHfE VIiM 'EC 710N k502.P Pr, WiE` R[V. DwpA36 DRP/DWP/KL 11/22/10 M'-r 1MV '-A 'SPKC RES[P.vCD roR LK SiplC S1ANP W APPNOVK' f I?'[GAL FLOOF TNif;~ IFI:,TF;LLATI0IJ UF_lA1L` ~i~'• .z, z.ID SK .z - - - - vdDlCl[R INIDS Z.IP SK Lt ! I6' NC fL® -01515 OR RODR IPY55[S E.R LLDQP-. DR AISI wNCtPi\, - 1' • 1212.N1 Sn a^ a rLOA DOOLR ~ PCR CKRIRTiDNf NWNI - n 1 I S/.' xINWNI ICMiw l/J'w.Y RSVmD REIKOKEKxT NI p< pt 2'-C wK CNIfRCVCP N1N SIDES AS REODIKD If QSIOL AIIKM PCIK0.PCEKNr TD TQ NNO BDtTDM [xUM VIIN M wlLf AT 6. 0.C. Sird{CP w0.i 10 Av0.1! SKItTYG TYPICAL EIJO BEARING TRANSFER TYPI A OA BF AkIN • ANTI V k I bJ w [wwKdl- Jolsr Nwlrcli aT I OI- L[DDCa TVPKK FDR M LL ®T KM v Iw Slpb (WT _ aCDUIREO fW fIPiT r1m11 TYPI F NDR FRAMING P AN Z+lo KPIKICR xDa 1• D[M11w W Ar tY-I. 1KY tf•D• Lmw srno I ~ •z, z.lo SK K KPY(1[P WRR Ab VKL -III/2'•Y COI :IPIP A _ - cECTIDIJ f+-A <•b x a e Iv a - - - - z.a eTROw IKr plwiw IS R[arlR[D Y K-r w L[ILnc .IDisrs un to aPwla Lao vNRnG ANO PcNLC vlmrlw Sr VSMG ul[ O' iK ro.L0.vpG AFKI[Af100 i@ L[ YILP'AIIW R1. •nKN t, ;T11616 Wa p16RL ID tDT1511 CIOp p ( VITN 2) IhY LO5 SCMVS I Z 2.10 SK R [CKNID GIRLq Il0)R KMf vRl MDIfArt 1Ct10 ~ _ 'VRLFATIW .8 wRSSMrt i0 SMN lMffR _ _ _ ^ AT1K11 I.t i11pF tKY, plDDlw VryX <J, IM wAS DPENNIDS A: iR[IfKt M MCi i0 h :Flt wILLO ID TD Y!p lMTpl plpNli Vllx Np(S' CKCLLATIM. WWYIL ~ S (2) Wtl w0.f CRGS Cw (SE[ v4 RD0 C _ _ 1. _ / b 2. SG! NMLCO ID 1LI r OVCYLV STPp11R IKN pKING . NIMIMN K R - Aw wrTa CS¢D$ n or 11111$ srKlw z) lu NNU EKM [rm `'r/ / ~ " I AISI NYID[RS 61b LE ON ~ ~ TYPICAL CEILING FRAMING ALAN FDR IE1 FI OOP aF A TVD `.TOPY NPrwIml~ ~P 2.8 SK E =w~w~~ KRY[ICP MXI _ -2.6 NININN O! 1 (II 2.a'S WRCO IDfE IKF VIIN IW wIL11I TYPtfp STAIR W NIIJf. FRAMII P AN - i ~ @Y" 12• D[. wr tt uttD m R[PLwcE 2.6 Kw[P (y~i~=~?!~/\'~' ' ~~AnKx 1o was I LwIK[R INrn PARA. / i ChOO VITN tU ~ .ID-J' LOG SGEVS 2.Y iK .2 ! li' D[ . C[ILIw J01111 AE0.F NRN KP CKSC[ wGxS 1wIP11t ~ 7 JD ~ TYRILAL STRONG BACY OETAfI rnKK tz•t ~ `T x cEAYG I THESE fONO1T10JS APE NOI PEPNITTED I I^ y~ A ~ DO IIOT TRIM PAST HEIAL vEP i ~a t.D SK rz ¢LLIIG AWKP 1 W NDT I IJT. DRILL ~ Ig1rH 1 rLOU KwC VILL INO[AIC NPIR I W NDT DRILL HOLES IN O<_D OR METAL VEI 1 1SCCSAPr TO SPwI LAlfLP r.... DRMIKS AS SKCYIEO IN av[f 4 01RYTf MO[S< !CCCPG ily . 'e I sPr REEEREIVCE~~ EWA E30-'i8. APA ENGINEEF.EL WNOG CNNSTRUCTION ,IJIUE TABLE #G4 ~ ~ i I I ~ rx~reie~ar ~ /ZPcD'. i" rsvernav GEt~IERAL NOTE:. ( ! I ~f~ HOMES, INC. j fnr eour2 cu. riaou2uec, vp nut 1. S12E, SPECIES ANU DkAUE OP MENBEkS SHDVH ON rkOSC SELT(DN ARE TYPICAL SEE P0. ASD FDk 1-ALUJLAIIDNS ~ ~ ' (6>eJ esT-zexD IAx (efOJ e.Tf-OZeO MANUAL INOE% FDR SPECIFY INFORMATION ACrDRDiNO TO ACTUAL FLOOR PLAN J 2. SEE INDIVI WAL FLODP PLANS AND RpFTEB DEtAIL'= FDR ADDITIONAL INFORMATION. UK1 wxrtPl wm ol- LcsLPmnoK ~ I ~ ~ ~ TYPICAL FRAMING DETAILS 3. SEE TRUSS NANUAFAOTUREP.S DRAVINGS FOR INDIVIDUAL AEC 61CAilONC ANO DETAIL. i CEE THE APE% NOMEC, INF. QUALITY A.7URAIY.E MANUAL FOR INDIVIDUAL aTATE PEALED iRUSC DPAVING_ FOP EAfH TRUSC DE:Ifdr. n. Duo P[v- ovR w TYPICAL CEIL INf FRpMINf P AIJ 70P f OOR fNR 5/1' TMN I 'I2 RAFT R Y°TEM DRP/OWP/ALN 11/22/10 ASS 1 2r6wH "Pf X] ..91~1i•f ipp PLNTC ~ ~ 2x1,11 :PT N3 OP g - 2x6.N 'PF N] 'SRKX RCSPV[p for n¢ SipII Stp1P ~ orgvN. TpP P Af N . °a ~ LI ~fW ~1y1 =O_ p~ •(yl K p.~la G~ OO J I ~ I~ C p'y ICY W it HH ifV iN 4i GO NF UJJ n Ll~d W :rU,~ "V N NQ N Nen NN. pHtl W ~ NN' W~ N ° N N N V %Y'N •O N Ny N p vi ,pF %%H NJ \ O. Q. ur O~.N NN N NNN NNN ' i/I6 OSB E%iERI~ VALL I/2' DRY VgIL. SHEATHING I INTEPIpR SIDE . . 2xnx11 SPF X3 J (2l 2.1.93 SPF X2 bIx11 SPF13 to `21 2x1>u3 SPF N2 PLATE FUT VALL TIE v/ 2+6x11-SPFN3 - PLAT VgIL ftE 1 LAGS BOTTOM PLATE V/ 1 La,": TYPICAL EIVD WAL ERAMINr TYPICAL END WA L EPAMED OP NINE" TYPLCAL INTERIOR WALL FRAMIJJr TYPICAL IITERIOR WAL FRAMED OPEIIINGS NpTE ~ ALL FRAMING MElIBERS NOT NOTED aiE AS LISTED IN TYPICAL pETA1L3 ~ ImTE ALL FRa11NG MENDERS !X]T IJpTEO ARC PS LISTED IN TYPICAL pETA1LS INTEPIOF' T? INT kIOP Dn tx6.u sPF X3 F~ >n6 pse WALL CCINNE'TIDN IcTAn ~ INTERICIk T? BEAkiNC TOP PLATES - I CONPRESSIOA STRIP ~ ~ ~ WALL f_pNNEf_TI~N DETAI ~~LL iTT (r., ;1 a t (r.l 1 IN ~N I 1 r : 1 f H(TYP.>-i I L6 SPP X2 JACP STVDS--J I~'-~' ] x 6 METK ~JI~p''IIRI~1''Be~ \ miY I I I 1 1 I CLIP PLATCS p~D~-(yyq lyill Y I I I I I N0. DICTATED BY SPAN 'IZE I TOP VIEW PPPL3 ~..s iu o° j i ~ Sudr,LEl I ( SEE PG. ASB FAR INDE% , n+ i-(rrP. ~--i IWINUDW~ i MULLEU C1P CC)MBO i TOP VIEW _ a.~ _ I i I OPMG I I WINDC7WS AjN 1 I 1 ~irP:-i I 12x6 Pf 112 80TTOH SILL `T rP.- I - ~-160 IMILS - SOS/le' a• LxD 1 1 BST V/ VpSKP - _ - Zn6Die ~ GCICIk ~ i i I 1 CPC1S^_ =FF TI[7N fPCI~' "Ef T[DN 1 E%TERIOR VALL ( DPNG I i I i I SMEATMlNG 1 1 I 1 I I I 2x6.11 SPF N3 (b 2x1.91.4 SPF 12 PLATE fLAi VALL TI[ 4/ Rr 2.1x93 SPF N2 1 LAGS FLDOR PLAN VIEW FLAT vALL FIE FL[]OP PLAN VIEW TYPIr_AL ;IDE WALL EPAMING TiP1CAL SIDE WALL FRAM D ?PENIN NOTE ~ ALL fRpMING MEMBERS Ilpi TYPICAL IIJTERI~R WAL -pNNErTION~ ~ NOTEp ARE pS USTEp IN TYPICAL DETgILi I DBL 2Nx11 SPf N3 1,16 OSB TOP PLATEC rCOMPRESSION :TRIP 2XB STD [LG BEAM QG BENS J2Cp PER '.PAN SIZE NDR SIZED PER SPAN SIZE II 11 11 11 jei II II 2x1 Sif X2 lAC> STUDS $W N0. mcigTEp BT SPAN slzE GANG NAIL PkPL3 rvt a° ii II a AMIf •I(Rl~I o 2rA EK A2 JAf,I: SIUp$ 11 II vn1~•IN~x.111~ Y RY- N0. DlripTED BT :PAN S12C ~-2,1 X2 fEMP I ~"r o N ~ :r j~S3391q SWPpRTS ii u IB• V.r.. _ u TOP V fE V NN HEAUEkEU ARCHWAY n n u u TOP PLATE TO TOP PLATE T/16 OSB EziER1LR VALL jj II EXT VALL CONNECTION DETAIL sleprMlNC [LEAN ' PAII OPENING 2) 2+1x91.5 SPF p2 L ENU WALL 70P PLATE OVEPLAP= ttBIACCR, rH(pX ..Xm 2'1`31 SPP p3 SIDE WALL TOP PLATE FOk TIE III FLAT vALL nE v/ PLATE ~ SEE 70P VIEW FOP FONNEr. TION 1L(>F NOM. 1 LAGS TYPICAL MARRIAGE WALL FRAMING TYPICAL MARPIAGE WA FPAME I ?PEI•IINI ~ A~^`w"~~P NpTC ~ ALL FRAMING MEMBER• NAT J ~o ISpTEO 4RE A$ LLTED IN TYPICA~ OETpIL_ J R IpI1M Z ~,u J 1 p.r a ~ 3 DSO Vii G Vi LI'ID WALL ~ rrl PiAl ai X(Y kEEEkENCES: EWA E3U-5E, APA ENGIIJEEkEU W(JOII CANS TkUCT1~N GU1 GE TABLE tJ24 / ~Lpt,.I. Prwi~rnor END VALL J7T/~1 BOA,E.S. I L. GENERAL N~TE~ T~F' VIEW FLgLN PLAID VIEV TI)Y XPDTB SP2. YlRRLXBUFF, PA npIX (p>p/ BDr-pDDJ PAX (S>pl HB>-0200 I SIZE. SPECIES AIJO GkAOE CIF MEMBERS SHOWN ON rPpSS SECTIOIJ ARE TYPICAL. SEE PQ ASD FOP CALLULAiIONS MANUAL INDE% FOP SPECIFIC INFORMATION AffpRO[NG i0 AFiUAL FLOOP PLAN T tPU_AL E,;TERIO~~ COPNEF' WALL r ?NI IEI_ TIDIJ WALL SYSTEMS 2. SEE INDIVIDUAL FLOOP PLANS AND RAFTEP. DETAILS FOP ADDIi10NpL fNFORMATION - fr MIL R[m N4 RD ORP/OWP/KLN 11/22/10 A39 ,P~ i ,~I~c a 'sv4[ x[sENV[o rm n( srn¢ aMI Q yNpyK. O~ r ~ Y d e- W p V J N K W qm I y~ U U ~ @W D 00 u2 -1m q~ Q V -7~ Nm JQ ~ N lYV r ~W 2p Wq ~p 2Jp NZ ~ 2'[ L 2m I ` V = 1- Y•V N p y p SJ W .~.C ~J Up q - Nm ~ ~ J (Y .P mw p Iq..J 'f ~ `D W ~ ~nm xp NS NW.`. 1 ELECTRICAL BLOCKIPIr, - WASHER BLGCKiNG C NTER OF VAN]TY e'>:o n ne j.. s v. W ~ N~3 n` fU NJ nlJ =O Ols Y nJ ~ m JN d'p _U mp ti~ pmJ .2 N~ ..J[- ~ m A W ~ lU (4 tort _ i _ ' ° - - Yl - Y N STD SHOWER BLOCKING KRCHEN BLOC.Y.ING MEA CABINET BLOCKING STD TUB BLOCKING TYPICAL BL~rI~INr WALL DETAIL • NOTE .IALL BLOCKING [S 3/4• P WRAPPING STI[KS UNLESS OTHER4ISE NOTED ~ i ='~5" 2U 6A. pROTEC TIVE °TEEL PLATES PED'D r••.•."~s°~~ VHEP.E PIPES PENETRATE o2!l~er• STUDC OR PLATE' AIJD 19 I/G' 'U GA. PROTEL T(VE ~~Y ARE VITHIPI 1 1/2" OF STEEL PLATES RE1l'D ~ ~•^r_, EITHEP EDGE WHERE WIRE PENETRATE PLATES FNGINE[P~ !MINI 1ARtl~ i a[ 5N1eyw~ A4'~~ w FLUMBtIIG FtIF~E~ ' a F'AIVEL B07E`_ AIJL ELEY TNtL ppppw B ~a TtPU_AL TEEL PLATE LOCAATI~N WALL DETAIL D,RVt, kEFERENrEL: EWA E!U-5E, AFA ENGINLEkEL WpOU C ?NSTkUCTIDN GUIDE TABLE 4524 I / tNl PlA.T y GENERAL NpTEE ~ ./i?~'(; ,,,,,,F,>p,> 1. SIZE. SPECIES a10 GRADE OF MEMBERS SN04N pN LROSS SECiIDN qRE TYP(LAL `-'EE PG. ASU rpp rgLLULATIDHS f/OAIc~:S, INC. NgMJAL lNpE% FpR ;PE[fFIC INFpRNATIDN A[[ORDIN~ Tp Ar iNPL FLOOR PLAN >!>t ROV>f S1t. MIOAL//[IAC, AA r>s1t 2. `.EE RlONIOUgL FLOOR PLANS ANU kgFTEP UETgiLG FpP ADUITfpNAL INFpkMATIpN 1%>•~ L1>-t1aJ GY (6]01 69>-OteO WALL SYSTEMS er wrt. Mv~ Lv4 Hi ORP/OWP/KLN 11/22/70 A 4 0 IN`,uLATION VALUE ?PTIOIIS FOP RppF CEILINr, AES:EMELIE° INSULATION VALUE ?PTIOMS FpR E/TEPIOP WALL ASSEMBLIES 'srYtE .ESprvte Tu T1Y srprt sruP Q AYnpPAI• GxK BTN, IHURU IIJS0.. akEa FkANEU 2nJ BTN. CHpkO AREA 7'16' D.SJL SHEATHING 7/Ib' D.S.B. SMERTHII?, ]/Ib' D.S.B. SHEATHING r~J BTN. LNOkD P-S p0.YC TYPENE 3/P F0.YLT YRENE ~ .INSUL. AREA INS0.. AkEA FRAMED DA BDARD(R-3.b/ 3/1' PDL fSTYPENE FRAMED _ AREA t ( FDAM BDARO F M FDgN BDARD(R-3.bi AREA _ F-11 F.G. BAi TS P-13 F.G. INS0.. V/VB F.-19 FG. IN'_'UL V/VB INSUL. P-21 F.G. INSUL. V/VB ~ ~ - ~ I/2' GYP. BR0. c COHf+kESSEO VALUE CT k-U ) 1/2' GYP. BRD. 1/2' GYP. BRU. N-38 F.G INSUL. ~ VIIJYL SIDIHfi VINTL SIDING V R-3? FG INS0.. R-3H F.G. [NSVL. INYL SLUING ' V/V.fl V/V.B. V/V.B: 2xN STUDS E Ib' O.T. 2.5 STUDS Q [b' 0.C. 1/2' GYP. BPD. - 2eb STUDS B 16' 0.C. V2' GYP BR0. I/2' GIP. BRD. 2x8 CLG. JSTS. ~ 7/16' D.S.B. SHEATHING 2x8 CLG. JSTS. 2xH CLG. JSTS. 7/16' 0.S. B. SHEATHING 1 I/2' PpLYSTYREf1E 7/16' U.S.B. SHEATHING s ~ J~-._P.-II F,G. BATTC VINTL SIDING FUAN BDARD(RJ.4) INSUL. R-19 P.G. INS0.. V/VB R-19 FG INSUL. V/VB VINTL SIDING (CDMPP.ESSED VALUE ~ R-17 > COMPRESSED VALUE OF R-I7) R-21 F.G. INSUL. V/Vb s I 1/2' 6YP. BP. D. R-30 P.G INS0.. 1/2' GYP. BRU VINYL :[DING 1/2' GYP. BRU. y/y,B, P.-36 F.G INS0.. P.-38 F.G. INSUL. 2x6 STUDS B i5' 0.C. 2x6 STUDS E 16' 0.C. V/V.B, V/V.B, 2x6 STUDS B 16' D.C. I/2' GYP. BRD. i/2' GIP. BRD. 1/2• GYP. BP.0. INSULATION VALETS OPTIONS FpR VAULTEII RppF / CEILING AS~EMBLIE~ IIJSULATIDII VALUE OPTIONS F'pP FLppR ASSEMBLIES 2r1U RAFTEP `2x12 P.pFTEP 2r1U kAPTEF 2.12 RAFTEP ' 1' MIN AIP :FMCS 235E ASPH. SHINGLE`: I' MIN AIR-<FAf.E 23SE AS~. SHIIJGCEE 2..Y FLR.JRC. c: B FLP. JSTS. 2348 ALPH. SHUJFiLEC. 7/16' D.S.B. SHTG 234E ASPH. YHINGLE-. ~ - - - - - 7/16 O.S.B. SHTG. 15/ f2' T C G U.L.B. 19/s[' i t G U.L.B. T/Ib' D.S.fl SHTG' 7/Ib' U.S.B. SHTG. VNOEPLAYMENT UNpERLAYNENI P.-30 F.G INSUL. R-3O F.G INSUL. P.-38 DR R-A9 F.G. INSUL. V/V.B. (CDEDRESLED) V/V.B. R-38 F.G INSUL, y/y B. P-30 F.G INSUL 1/2' GYP. BRD. V/V.B. ~COMPRELSED:' V/V.B. (CDWRESSED) V V.B.G INSUL. I/2' GYP. BRD. 1/2' GYP. BRD. 1/2' GYP. BRD. I GENERAL NOTES L SNRLL u C[OWAHIEU BYE AI SIOE~BaC1ECKSTREPOtTOA PENRMANENT CERTIfICA~ECINpICWgTINy ALLA`IUIgN?NSNG~KJES [T AIIIINSTM,~O TTL~-RUIi"Tliwu BE INSULATION VALUE FpR 1ST TpciJU FLppF EY.TEPIOF' PEPIMETEP LOCATED W pR W THC ELEETRIEAL PANEL [ SHALL NOT COVER !K OBSTRUCT TN[ CIRCUIT DIRECTORY. SERVICE OISCONHE[I pP ANY OTHER REOUIREp LABELS 2. RESIOCNTIAL BUILDINGS STUILL BE DESIGNEp W ACLLADANCE v1TN THE TIffRMAL PCiTORMMEE VALUES LISTED fN [NMtER tl 6 iNE 2010 NYS SIOCNTIAL LpOE Tiff APPP.~RIATE THEQMIIL PERFWMgIIEE SiNLL DE DEPENDENT ON tME NEATIIIG SYSTEM TYPE TNRl 3. ~AIpIVBUil D11~EWNVELOPE ELEMENTS TYM [WTAIIIYHATER]M.S VHDICN AQEp [AP~ABLE~pf gBSCRBING W CWSWIIIG IWp N0.01NG MOISTURE SIW.L PRp TECTEp BY TI-II A VgppR RCTARpEN LOCATED IN Ti[ VINTER VARM SIDE K THE 1N50.AT10M x. INS0.ATIpI SMALL BE INSTALLED IN A MANNFp TWT PROVIDES [aNTINUITY K WS0.ATIW qT PLATE LINES. Sill LINES. PERIMETER JOISTS AH [BRIERS. S. ALLOVABLE IKILiRATIpI RATES VAPY PER LOCAL CODE (LISTED AND LABELED PROPERLY ~ 3' FRAMING - I+IHDpVS. SY.YLIGHTS MID AIDING OOHS 0.3 t CFM PER SgIARE FCOT pF VWOpV AREA r PEP KRC x00 TCCTING pP AAIA/VqA /V CSA 101/6.2/MxU - SVIHGING DOptS 0.S (CFM P[R SOUAHE FmT W VINOpV AREA > PCR HFRL !00 fESTllfi Ot AAIA/VOA /ypMA/ESA 101/LS 2/AagO 1 6. ALL JOINTSSANO pP NINFii IN BULL01~ CNVELOPCVSYKST[MSINCLUDINGOiIaDSE~ARAAIDCVINIDpy$TMIDANW~EfREA1E`_O BETVEEN2VALL3 MJD PACT/( ILItEiS. BETVEEN R-ID nr R-21 F.G. IH$IA AAr.vral qN FLmRS W FpIMMTIQIS. BEtVCEN VM1 PAIffL. AT !RILITY •.ERVICE PENFTRAIIDJS pN0 BETVEEN OISSIMILAP MATEPIAL°_ $HPEL LNAKEO. ~~+A=,r r~ WSKETEO, VEATMCR-STRI(M'ED CP pT1ERVISE SCALED PP~EPLY. 'T~C~ -1y°~ AN AIR Ifi1LTRATION BARRIEP 3MALl BE INSTALLED vHEFEVEP A vENTILAT[D SIDING MATEPIAL IS INSTALLED 6 iNE SIDI~ INSTALLATION kCWIPE3 A LWSE- _ FITTING APPLICATION VEATMffR RESISTIVE BARRIERS PCR AStM D226 VNERE APPLICABLE PEA $iAIE [ODE. B. ALL FIREPLACE WITS SHALL NAVE INFILTRgTidl LO'.YSEE. VITN THE DAWffR W THE CLOSED PpSITI®I. LOT Ip EBCCCO 20 FFN AT 0.3 INCHES V TEP IAUGE. IF INS IF THC DAMESR ALONE DOES MOT MEET THIS REp1IREMCNt, IIfi111 FITTING IAIhCOMBUSTiBLE FIREPLACE DOOR: SHALL BE USCU. 9. ALL. FIREPLACE WITS SHALL BF PRpvIDED VITN A SOURCE D< [WBUSTIW qIR. d1CTE0 fRW THE G1Tpm13. D< SITFICIFNT OWNTITY TO SUP T COIWSTipH TNIC SIBBtCE +HALL K [QIIPPEO v1TN A OgMPEP CAPABLE Or BEING FULLY CLOSED. 10. NO pEVI[E W A fITffPLACE TWIT HSES A FUEL GAS FO! ITS ~CRATIW SMALL BE EOUIPFEU yI1H A CWIIMUOUSLY OFEFPTEU STaM1U1NG PILOT IGMT. 12. EACH DVELLINGT W0.IT~VITN THE 11ARY~NG)ING SWY$TEM BEING A FdYCEDT AIR FIIjRtyY~M~jpL$L SBE REW kED 0 HAVE ATA LEAST[ R$S TIY TIQTnTKi,'~p~E pF b+WM[m iwRO PwIY• CWTR0.LING THE HEATING AND tpOLING SYSTEM W q pAiLY SLIIEDULE TO MAWUIN DIFFERENT iEWERAtURC SET POINii AT DIFFERENT TIMES 6 ilff DAY. THI•- SNAIL INCLUDE THE CMABIL(TT Tp 'ET BACK [R TCIiQtARILY (WERgTE THE SYSTEM Tp W1INTAIN :.ONE iEMPEPATIME$ DOVN TO SS'F W UP i0 BS'F. ip BC ~ fE NB1P FIELp CI.PPLIEO AND INSTALLED UNLCSC NOTEp pTMCPV LSE. ~R. 13. ZOIIING - AN ACCESSIBLE 1NNIIgI ~ AUT[EATIC MEANS SMALL BE PkpV10E0 ip RESTRICT pF SHUT OFF HEATHY MiU , OR CITIING lp EACH.. IERMIIAL WIT A3pR~~ 11. SLRWLT pJCTE IOCATEp IN ATTICS :HALL LAVE A NINIMW P.-9 IN$ILATIDN vµUC.. M.I OTHER WCT$ Tp BE R-A, WLESS LpCMEO VITHIN 1 BUILDING iNERMAL ENVELWE. 1S M.L ikAHSVERiE AINR W SVPPLi AIR WCti LIX.gTCU pUTSIA pF A LDIIOITip IEU 'YAEC MUST bC AALLU VITN AUMESNC'.. SEALANT. GA•K C. IAFE SY STEM: 16~UPPLY~MID EaMANST pA1P~1~Nl(($~NIDEpUT LETSE SMMLLA BC EOUIP~PIED It MA ~GM~~I1T-pTF DAIIPEP AI INS bUiLpIM ENVELOPE Ip MININI2 AIP LEMAGE ~ 17. MECMUWI[AL SYSTEM PIPIIG CAPABLE (R [ARRYUq FLUIDS ABOVE IOi'f OY BELOV 33'f SNNL HAVE A MINIMUM Pq IN1LLATIDN vgLUE IB' $EPy ICE HOT VATEP PIPRRi SHAH FMVE A MINIMUM R-2 INS0.ATIQ1 vgLUE. 19. fiLAZING IN DAYS. PMICL ANp VINOpVS ip BE SAFETY 0.A2ED PEP SEC iIW k3ub.x N' THE 2010 NYS RESIUCNTIM lplw OIMIII 20. THE U-FACT(B! Di tE1ffSTRATIW PROpUCTi ( VIHOpv$, pmRi MID '±KYLIGNTT r SHALL BC DETCRNINEU IN AFCpRUMEE VITN KR[ 100 BY qN ALCkE 01 iE0 INOEPENpEHT LABQIAT®IY AND LABELED ANO CERTIFIED BY iNE MAM1fACTIJREP. 20 THE S0.AR HEAT GgIN COEFf IC1ENT tSNGU pF fENESTRATIpN PROWESS ( VINOpVS. OpORS pN0 SKYLIGHli , SHALL BE pE IEFMOEO IN-p[LpBOMICC VITN NFPF 2UU BY AH ACCREDITED INOEPEHOENT lAB@1ATpRY ANO LABELED ANO CERTIF LED BY THE NANUFACTUREP. FYl IGF BI ~P~-"'v"'M,'Y ~j`l~ HOdfES~! C 1rTl ABf/Tf 6af. Y/BBLBBUAG. N ITfH la]O1 WT-Wf /Af fen/ BaT-afn INSULATION VALUES ALL DETAIL:. SHpWPJ ARE UE`_IGNEU TO MEET ?R EXCEED THE PEUUIPEMENTS „ w,c ~ ?vG M! I F THE EIdEPGI CpNSEF'VAT1pll CUNCTF'UCTIUN COD[ pf IJE':/ YpF'F 'TATS ORP/DWP/KEN tt/zz/lo A4Q ~sr.[t A[stav[a roa il( sigr[ nAr ra ~rrawAL• IN~ULATIpIJ SCHEDULE kUOF/CEILIIJG WALLS k-,::U fIJSUL.- -2z4 TPUSS- .-IF2' UkYWALL w/ V.B. 1/2' DRYWALL ~ . ~.~~~'u(~f~ / VINYL SIDING- U-0.032 f'I~''mrn I~ 7.16' OSB.2r4 STUD r U-0:070 P-!3 IIJSIJL. w/ VB. k-36 INSUL. 2x4 TkUSS- - I/2' LRYWALL w/ V.9. VINYL SIDING i I/2' DRYWALL U-O.U26 I/2' R-MAX GR 2r.4 STUD -0.059 3/9' STYROFOAM 7/16' !>Sb. R-l3 IIJSUL. w/ VB. w/30 IBIJSUL. -p~_~\ 2x8 RAFT.- Ir2' DRYWALL ~ ~ 1/2' DRYWALL U-0.039 YI Si B' FLY T1-11 2..9 STUD 1 -0.076 R-13 INSUL. w/ VB. kUGF1CEILIIJG 7'15'?SB.-, 158 FELT _ JIh1Yl_ °I DING- _ DPY WALL -2358 SHINGLE' 2r6 JTUL mac':<!0 RAFT.- U-u.U;)3 7/16' OSB. - - ' k-19 INSUL. w/ VB. U-0.035 R-30- ~ 1/2' DRYWALL !COMPRESSED VALUE OF R-17 , VINYL SIDING 1/2' DRYWALL FLOOR 1/2' R-MAX GR 2r.6 STUD U-0.043 3/4' STYROFOAM 19/32' TCG OSB.-, 7/18• (]cB R-15 INSUL. w/ VB. _ < CCMPRCSSEO VALUE OF R-17 ) VINYL SIDING IJ-0.050 IV~7V7~Y7~~1(+V~+V7~WI+7~~fII~Mi' ~ 1/2' DRYWALL s`R-19 IN=UL. -2.10 FLP JGISTS 1 V2' POLYSTYRENE 2.r5 STUDL 6 16. Or, w/ VB. J-O.U36 FC]AM BUARb 19/32' TCG ?SB.-- 7/16. OCB. R-19 INSUL. w/ VB. ~11~JJIrrI CCBiPPESSED VALUE Oi P-l7 U-0.040 ~`~R-!9 INSUL w/V0 FLP JOISTS -CGMPPESSED INFILTRATION INFORMATIpN U FILTPATIGN rAFrwr• i u_-~_ ~Auw eaor~q~ 7 I$ PEUUCTIUW FOP S1UPM PAIJEL AI ID/GP WEATHE F' STkIF AS FUR TABLE I PG. tl°_ A"~HkAF `~F U> _ .UIB Vr T[-TU! A(P f_HAIJGE ASHRAE 24.6!A' ~ - VOLUME T -TO = 72' - 0'F = TEMPEP.ATURE bIFFEkENT[AL BASE L AIP fHAIJGE = WIIJ017W OP DGUR I WALL A18x.72x1x.557 .B6 BTIJH/SU,F T. nr.RCtr~ rxuo vwrrn 2. AIR CHANGE = WiNUGW Gk DOUP e WALLS ~'~~r NEry .OIBx.7c^x L5i.557 = 1.'.0 RTUH/$fj,FT 3. AIk CHANGE = WIIIDOW OP. DOOR 3 WALL; d'""°~~: -.018.%.72r2n667 = 1.73 BTUH/SO.FT. IIVr IL TAHT[Ohl LOS;; FOk bUOkS- AIJU WINUOW' SHALL PIOT Exr,EEU THE IOLLDWIIJU °j~+° A IWIIJDOW£: OS fFM PEP SF SLIDINr, LOGRS: 0.5 rFM PEP '.F SWINGING DUOP,S~ 0.3 CFM PEP SF pT~i MAXIMUM GLAZINFi PEP.CEIJTAGE SHALL NUT EXCEED IS% pF THE Tp TAL EXTEk10P WALL AREA w HANDBOUK OF FUIJDAMENTALS GEIJEF,AL NOTES 1. INDIVIDUAL NDlIE PLAN'a DERIVED fPDM tH[ '.YSTEN AND SUBNIiTEU ID LOCAL WDE ENr ORCE1EIIT DEPICIAL IN CONNELi1DN VIiH BUILDING P~MiT APPLICgI10N SHgLL BE ACEDMPAHIED BY A SIONEO ResCHECV REPDRt. q PEPMANENT CEPTir KATE. INDICATING ALL R. U qN0 SNGC VaLU[S Or qLl INSTALL D MATEP.IALT. SHALL BE ~ , C LOCATED DN (Nt IN THE ELECTRICAL PANEL r. :HALL Npl [OVEP pF DRSTRUCi IHC [IRCUI[ DIRECTORY, SERVICE OISCDNNECi pR ANY pTHER REOUIREp UBELL_ ~ [n< aRyEl sta. y/DPY)Uac, n naTs (aat/ ur-tam au lsao/ sn-atao i INSULATION VALUES tY WI[ Kv UvG W DRP/DWP/KLN 11/22/10 A4 5 N~T~_' igl!;z. 1 u.L 6iwnuD rm Ppw/luu W Mu ro K :LPPLUU L DnMU[u ~1~1I I ml zlr[ tt Kn.uR uvv rIK C~~ 2 IN [fNl IE]IRL. Vi3KP WT S( L0.KCU IN pSM1. pN 311[ 7 ~/'~'i Mi -__l/ /'0 a ip pY •SPK[ KSCRV[D !d INE SMr[ spw W YPRpyrL' C[YI1CC)IpK DT IVILKP pVV CDVPLIIP 1 C qfC ~I/E' IFF LtfYL[%IIL[ ] p+M fUK Mp SIpVWf +K LISI[p pY M VPROKD KN6Y / I -I IK' CM R[ Wv •dr. 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VML COOiNEIKI f (ygSMEI1pN rd TN1V[P RC[did2 SIMLL 4 I I/Y MiYI rRpl PNM PM - - IN [pVLINE[ VIIX KL MPLIGRC [pK5 ip KLW fM51 rLL01 !PIGVIKp IN RMlli AIL ~ •T-m -~-R 2' vC111 MpVIKp ~ 1 ZNp fLR 1 x Kq STpKRf%L NOIWf i}A.QT ip [gILLI14 UIITIM. d fd rnflRC [SMi I I ll'rY MICNDG .'1YLL K L[CI W A SNE -TPIIC)IgK UYIWIId pY VKII iYif Iz w rIR21 d SC[Olp RO) C6 +T Iit LMMYY, flV[Kp ~ 1 Vryl1 I R rmp K1M KDOpRUp. KMIiSp. Q KPIMCe. NL w KCdONK[ V: VATEP. HEATEP DETAIL LOG KI •li[ KMWIG -Y M+IN 'LpPCi/1'Ti rxwr )LR. iNEZp ' I Vied ELD flLxK S ~ L rK STRU[TURK KpWR[KYr2 d IK coK io n%IURE taw ro i cMKp ~ I r r.r I ]I. PVDG 9MLL K rIK StdICO VKK KPD PY LKK rM'CMIM MR 3[C M)F JI NppE M+III 1 I ~ vrJ I CDKS VIIM wldyL CWRVKwt }p GwfIwR1NN VM[M li Np IIAt M141G Viid KirCRC M d nff •LUPIM, Mix d rplL[I Pm11- ~ iYPlf, 1 PMw+rC! an K swrRElCro PW[ Wr[AIK. .SQ -pl.G Iq i1z rd RpvIK p®d nwRL LLPE[ txp%WH rD KRKL Kir[r W .GI RK[ KcC3: AL DVY if HEMAi[C I { I..,. 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J) IM RMIr rl%ll/C ONlw2 L NL pKN pVC pIwLL rc PROttcr[o LTTY = LONG TURN TEE-VYE ' °r W ' rK zPwr i ~"/ro I orp r+N K rRKLe • ueaco M iRNOg11 UBL LTTY a DOUBLE LOIJG TURN ~ .x•[tL r.r.r Nr nx x wKC[sna[ Iwz aNLL Nm WK wors. tLLM wR d nm TEE-VYE ~r 'rp IT+oL r..oL JONIf. LU[KILE iP+Pi IxT 5111[[ K PCIGV+WC v/ Wlw IN T W I r ?rO VRV Imx K,u ~ M sFx d wK [CLAN Wr d[Np6 SM( HK K iRM. ' rR rn.r nx ilEp CLK[iS pW1 WK rLldYlp KvMYZ Mn fVrlgC2 Ix i r-w4.- ~-rT.r rN N:WIMX6 VIM LOCK ON[ggRL COKE, rr rV w.e m i0. W1G CLKCTf 9WL K LL dLLnq Pd fLLLp1 W%, rou vr.r W r6 tv rT rN _ I ITP 11. M roMKC vilO1 SYfI[M SWL K fOl? wSIM[[RE K ti I ITY r yr W LKK ![IVWMj [yLE3 Mp TK lAK IMK[IpL , urr M1M r-wpL V ~r.r.r M i Vr pL IL IxTf V/ pVK W fl%tw[ WIR MT t [0.I. 2 1/E MTM VIrN i vr+[u ~ Exe N K-NLa DIfMVKIEP MKL Wv[ i I• WIL 31VPLT WM rlY Vr 16 Ve1,/ftt .r W IS LTIECrLLO PVDG W OKOTO NRK ERInOEi wtSIK vKLS SxYLL K . Vrs 7 n PIIpiFCKp ipiVlSi A[C2wp IN 0.pNI. PVIM SIVLL K %di Ol} K ~ i ' INEiiEe +wK VKK PKKRL M wir 11 MS[ VMTW SVPLKII Nr ILq/SXpVq WK + DIVFAi[R rV yr Y IIMT PRpVIKi R VKOV LKM[R VNp11WKR vKWW /rp MIM i :PWt pKpi[RS d SIVLL K RpVIKD v/ i vKWN EKM[P r rT Ln. ~ m L,n/ - • rw 13 RNRE fMRr YIIIK LS+r[p pVq SINOt rMILY Oq)S - KL W~ rv tl ul NKGOItILILM rypRnGl Ep' pgVC bNl llOq flp LOS W KLLV IW[LVK- ~ v` MIM 11 ~ w1Y _ - ~ ~ r N rINST r Plmlt rl%I Rp/gyp .i[[pI~ Mp 1 dY ~NK~ rE r pL•. ~ rY ~ _ Iq6 1 OEECT WrpSMRMM~K NRWNGKTK. I vrtr I Vr r Iw• i rm [u LG rV r rT Lt py Ww MPC r1YY n PVC EWSTpt L'OIMMM d fTKX I+i[ I yr-xlLL ~ _ _ rtu c Mr cnRECr nlro z[tuM RJa Ww srro- - = _ r r P _ ~r1vt1Nr- C»rL Mi K y~~~1.ip~4~LA6. xZtud'll~o'IW~~~~~ II. nE fl[t[ npERmisf iw/navd wli ]r.M•.tr Mw d r-+rTi . r ur - - p I{• r M u J vi Yw< n `».yL 2x0 RP -r~R- QTY-GiG- d slrc TILL vKLS.ovER rKIUT MsiKLLe Im3nIRE r rmR~-_ ~ r vrY _ n. -1_ `Ilrt r ~r -o KSISIMI 4YPSIW {'-0' MIN xG11 !It «wvlW N _ I 1 P Lr ¢L. ~ ~ \ nr LI W _ _ Ip. MKKNr MKLf zWLL R PRpIIKD UI lKlO1Y VITM 4 y KNi ip » M I°~tr mr I ~ -r ur r rw v~ir \ MS[KNI STNKp KLOV rDRI fLml, iKN CMKe MD VI[L[e. - 'cz` m r Y ! r 1 r xr w \ - ~ ~ r rR sM[Kxr KNI WT K KL[ru VKII naMS Vw[R a w rnsr d ~ - L . Li W c _ tr ~ \ d ~ • n~• r.r~./r N[ i[tmq rLEU _~'1~ pNr . r 1A MMMf YSLUOIM GMKN. VNMLPmL Mp Mf rUK SWLL WV[ i r 1/2' m o Mti ~1 jN. `f [ t'W~rnr ~ l ) Sar nx r` r /r mw>r. \ n` r'tn p NIN pv[pfLOV. ~ [u r iY r0 _ M Kp) TRMS SNNy K IMLUKD rd E6S3iG VMEP IGi1M SYSTEM. - " .r.r ~ Vr Lr _ - I} r O. SL FKX LCMIN 6 PWC AW CKM r11i1NG 1RM, fl%TYK. W)CRIK Mp KVIU 'r'Y - r.Y`.r+w.r M rR ~ W • W r 'V BG iN W +0.wGM SKRN Tp KM rK IDOR6IC%Ilnl d M MuVKfOSR 1'tnY R\ ~ T'-Mlu • I . • - _ _ 1 v r-fr9t IKLW IRO PMiY. ./Y.i !L fIK KKNIM Rro111K0 x) OpIIM2 MnWp vdrS. POCS. OILIL C+KES - .nIM 'ro r rm .rtu -.I Yo r W - [~rNal Vr Nt Nq VMCS K E[tpG Kq r[mr L[vCL. KTM M iPPRpy(p WICMK f0 - 1Vr.r -~-r-_; +P K31f1 iK rlgi PKSNK 6 RMf uq PRpplC12 d COSH{rqµ -~-,r ru ~ . r.I ITT lt[ ~r~~ I r WI1k NRltM _ \ :.yx rr >O ~I- rW- I,~~M S} MY CwwCe~~WTd1 d /I%1MC2 VIMIN IVp MINImN dOIK LWRD w M q-, - \ VrR~ [L SML ILmI LEVU NIL PCRwif[p ip K vEMEp DY i IA130NfK Kt v[Nr. nY nL ' nl rum- rY 1 F \ 91PJO~~ Yp r.ro nNV~ _../ru NYw,.~N.N rT ' xu+s Ir n moon PLUSBING NATEPIAL SPEC61CA7101JS "r""+ 'w........no/ IP1NM rxN "/rR -m MMn -p.r N ~rNa«»[x.[N M Isr rLP L PK RKrrt PVE - KrN-$OSO.ECZ IDAp Nlp IEy. Wyss-91 Y / / A PK KKTIC POE [IriIMK - KIN•SCNF0.lF 10. Dl1K-RM MMR. „rEa Y ; x~ • 1 PK 50.VM1 ttNCM . SM D20f+-91n yy~i I I . ~ / I PO 4K+ 1. iK rWL - KTx-nKWli[s w iM w. Waz)-K » M Pn' r I Vr ..r..w s iK S0.vEM c[Nwr - Lsnt-pox-w i I ~J r r.r.rr. otnu33 4 0.KR - +SrN-pR-pJ "1« ` ~ m / 61 I rl i/ _ow n.\ 1. IRI[I VKK Mil I21d21i ~yo"rt V writ r [ r rvWr rxu L COKI WANK TMIM - iSf1FKM-X rl, I r' Nwii~i t iNR) 9 !DZ CMfEp 0.p22 - qKR IIEIiSSCED P0.YESIP KSIN SMY[P ~ «M SMpVa11S[pid Mp SIGVCR S1KL - IYLG/MSI-21212-Iw) r v/+oDLNwPnat.-w n .w I .-~/re Ip R.fIK in.L - INVG/M{I-IO.1-Iw) V,.pKNOW-[n.l.-w t [ ,,.q n. ,m., tr[. _ r rT L,,. I/r:v 1 /@ r tu..[w nuNr rwr / rg! PLAA' 0I iM ZI21.M-91 MIN it i 7V0 '70k{ TVO rAMIL Y. A-2 / Jr PfHIlFT/ON 11 SiNM[SS SIER rOTVeEi - iSK/NGI-illEn it-Ise) iV0 SiOF Y, iW0 PAMIL I' A-2 UMV "I isl RP ~ r/J=~`/f/. vlrP[OIS cWr RRIUK- - RsxvMSr+uz.ls.ix-ow :m °'t[ EMA I P Mo rtr r,,.e. I POt ABLE PLUMBIN. SCHEMATIC HOM S, INC. o Lww nxnEKS - isK/ixfo-inzlY2N-ISw 11 inpEp K)K PdRLKN - r.SNC/yql-NIEJ9,1N-Iw1 mf[ OVELLING OVER OWELLIIJG ~ :cKWVC vow a rd owl vK wu. urr SIK Ix.u )q2 ROVTI 522, YlODLCObfta PI r)s12 li LxilnEO cNiT IRw nnw[z - iMUMZI-Kn.uaN-nev i40 STORY. 7V0 PAMIL), A-2 '•Gr 3"PV'° n KKRS[p o' srxWlN EMVx M WitPUVS, nxrlq[s. L Loupxmr sNKL K W raEl. v/ Mz POTABLE PLUMBING ,f HEMATIf IsIK ^ vKr fool e0)auD rAY fs)ol eDS-o2po CpOC PMi3 w1 L IEM -!ICED IM3iKlC0 Kwe1M. ~ v. 0.ISIp: SIMLY vV[ Nq Uv3. INUVwM c0.idEp MMII[ LFVC KL drlpgl Mrxs. EOIN Isr L zND Rmc ^NKL xwr KLIN nR Wlx L KM PIPx«. DWELLING OVER OVELL ING iV0 STORY, ONE f AMIL Y. A-I TYPICAL PLUMBING SCHEMATICS ~rDwww[n K+tnc L r-urwcp NMK[ [nwtER rdz .K DoE IN nELp , POTABLE PLUMBING SCHEMATIf PMVIK KCECS rd fl[LD IMSIKLCD PIPINir tYP rd ISl L ZHO fL~ MI(~ oN: m es rd rLOV RM DRP/DwP/KEN i I /22/ IO ttm ovr. M A A ANDER~EId 4nil ~.EPIE= WIND?W ~rHEDULE •o• VALUES ~~r' PEY TYPE GGDE ~IANDEF'._EN 3np ~.EPIE~ WIND?W ~rHEDULE •'I•~ALUE~ ~°°°~~°°°°~~°•°E°°~-~~~~- PDlKH OPENING Lip°t V[xl i0. Pf. •A• •IP SNGC v/ riPILICS v/0 LPIILCi YEY TYPE L DUIJBLE HUNG TV24210 30 1/8'x35 7/e• 4.q6 2.59 ZSB ?2 .12 .34 ,29 CODE RUUGH OPENING •t• •v •sarr.• •P• ua sxu v/cAlucs v/o rants; 2. DWBLE HUNG TV2B42 •30 1. DOUBLE HUH, 244DH2435 34 I/8•x52 7/8• 8.23 4.69 12.34 3.2 .12 .34 .29 .30 28' x 42' 4.98 3.05 7.93 - .13 34 .34 ,jj 3. DOUBLE HUNG TV3046° 38 I/8'z56 7/0' 10.31 5.73 14.85 3.2 .12 ,31 ,2g ,30 DOUBLE HUNG 2490H2B06 32' x 54' 9.03 4.75 11.70 - .13 .34 4. DOUBLE HUNG 742852 34 I/8'x64 7/8' 10.48 5.88 15.14 3.2 .12 .34 ,2g DOUBLE HUNG 244DH3049' .34 .33 .30 36' x 57• 9.91 5.76 13.93 - .13 .34 .34 .33 5. DOUBLE HUNG TV2856 34 I/8'r59 7/g• 0.22 6.3 16.08 3.2 .12 .34 ,2o DOUBLE HUrM 244 DH2856' 32' x 66' 10.16 5.94 14.33 - .13 .34 .34 5. D.H. PICTUPE TV20-DHP4246-20 103 7/16'x56 7/8' 25.4 5.4 39.0 3.2 .OI .35 25 ..U DOUBLE HULK 294DH2B60° .33 ?0 32' x 72• 11.22 6.54 15.64 - .I3 .34 .34 .33 7. D.H. 45' BAY TV45-31046-20 90 I/2'x58 3N' 25.4 6.4 ~ 5. D.H. PICPJRE "'A11nfsaw'f'°' 104 1/2' x 54' 27,68 5.76 38.46 9. CASEMENT BUM C45 BOV 97 3/9'.61.7/R• 30.2 10.6 9L84 3.2 .DI .34 ' 37.1 32 .0l .35 29 .30 7. D.H. 45' BAY 45-3446-20 84 3/4'x50 3/4' 25.73 7.78 36.93 - .OI ,34 34 33 9. CASEMENT. PICTURE CV25-2' .29 .29 ~ 8. NOT APPLICABLE 3q .33 IIJ 3/8'x50 3/9' 36,6 34.6 47.95 3.2 .0I .36 .28 28 9. CASEMENT PIC TURF 10. CASEMENT CVI35 29 7/9'zol 3/9' 6.0 57 9.0 3.2 .03 ,34 CV25'2 114 3/8'x60 3/0' 36.6 34.6 47.95 - ,03 .60 .45 45 IL CASEMENT CVIS° .26 .2B ID CASEMENT CV135 29 7/8'x41 3/e' 60 5.7 20 7/8'x50 3/9' 9.2 9.6 ILB 3.2 .03 .39 .29 _20 8.0 - .03 .60 .95 45 12. DOUBLE HUNG TV2042 26 1/0'x52 7/8' 5.79 3.4 9. CASEMENT CVIS' 20 7/9'x60 3/e' 9.2 9.6 11.8 13. DOUBLE HUB 9I 3.2 .12 .34 .29 .30 1 . DOUBLE HUtIG - .03 .60 .95 .45 TV2046 26 (/8'x56 7/9' 5.31 3J 10.12 3.2 .12 .34 29 ,jp 244 DH2O46 24' x 54• 5.51 3.42 8.73 - .13 ,34 .35 l4. DOUBLE HUNG TV2052 - 26 1/8'x64 7/8' 737 4.31 1L54 3.2 .l2 .34 .29 13. DOUBLE HUIJG 244DM2049 24' x 4T .33 .30 14. ~pOUBLE MII IG 5.88 3.63 922 - .13 .39 .35 .33 15. DOUBLE HUNG ~ TV2056 26 1/8'x69 7/9' 7.89 4.61 1225 3.2 .12 .34 .2° 244 DH2O56 24•x66' 6.97 4,8'9 10.69 - .13 .39 .35 I6. DOUBLE HUNG iV3052° 38 1/8'.:64 7/8' 12.03 6.67 16.95 3.2 .12 .34 .25 .30 I5. DOUBLE HUI Ifi 2410H2O60 .33 .30 1 24• x 72' 7,70 4.71 11.67 - .13 .34 .35 .33 17. OpJBLE HUNG TV3056 38 I/8'x69 7/9' 12.89 7.14 DOUBLE HUNG 244DH3956 36' x 66' 11.75 677 19. D.H. CIRCLE TOP 17.99 3.2 .I2 .31 .25 .30 1 DOUBLE HUIJG 241 DH3060° 16.15 - .13 .34 .35 .33 `3' CTN20 25 1/8'x15 3/4• L( 0 2.9 3.2 .OI .36 .29 .30 36• x 72' 12.99 7.44 17.63 - .13 .34 .35 .33 ~ 19. D.M. CIRCLE 7UP CTN29 30 1/8'x17 3/4' 1.6 0 3.7 32 .OI .36 .29 1 D.H. CIRCLE TOP 294[720 24' x !5 l/8' D.B4 0 1.98 - .OI .34 .32 .30 3 20. D.H. CIRCLE TOP [TN2g .3U 1 DJ/. CIRCLE T~ 244[724 34 I/8b19 3/4' 22 0 4.7 3.2 .01 .36. .29 ,3p 28' r. 16 5/8' 1.26 0 2.61 - ,01 .34 .32 30 x 21. D.H. CIRCLE T~ CTN30 38 I/8'r21 3/q' 20. D.N. CIRCLE TOP 244[728 32' . !8 5/e' 1.77 0 ' 2.B 0 5.9 3.2 .OI 36 .29 .30 21. D.H. CIPCLE TOP 3.33 - AI .34 .32 .30 22. LSMNT CIRCLE. TOP CTCVI 29 7/8•x17 3/4' L5 0 3.4 3.2 .01 24•([730 36' . 20 5/e' 2.37 0 q.15 - .01 .34 .32 23. ~ CASEMENT CN235 41 1/a•x41 3/8• 9.0 7.2 11.5 3.2 .03 36 .28 .28 22. CSMNT CIRCLE TOP CTr-VI ~-s0 °z i .39 .29 .c'8 28 7/B• x (7• L50 0 3.40 - .01 .34 .32 .30 ~ ~ 24. C.TOP/PICTURE CTC3 OVER 0335 72 3/8•x79 3/4• 29.2 0 40.1 3.2 .01 .36 2B 29 2 ' CASEMENT CN235 4l I/4•x4( 3/8' 8.0 7.2 ICS u 2 . C.TI3PlPICTURE CTC3 OVER [335 72 3/8.879 3M• U3 ~ '45 .45 ^ z 25. ELLIPTICAL E76 72'x7 3/e' 4.3 0 8.7 3.2 .01 .36 29.2 0 40.1 3.2 .01 .60 .45. .45 ~i v 26. OCTAGGN OC20 24 t/2'r2a I/2' 2.13 0 3.5 32 .OI .35 2F .29 2. MOT APPUCABLE x _ 2. 29 ? r e7. AVNIIJG AN31 - -96 l/2'x21' - ?.5 1'9 2 . NOT APPLICABLE v. 5.1 3.2 -04 .33 29 .CB 2 : AWNDM ~ 29. r.TDP/D.N/f LANYERS nxn.•Iwwf-rvaw-p~,wa 59 3/9'x72 1/4' - AN31 - 76 172' x ~2I' i 14.63 464 25,85 3.2 .12 .35 29 .30 2 . NOT APPLICABLE ~ 1.3 ~.1 3.e 09 .59 .45 CS c - - - _ Nu o= `¢s r o d S W ~ W W Ua• % N2U ON°~INs ANDERSEN SILVERLINE 4yliU ~ERIEo WIIJD~W SCHEDULE •u• vgLUes ANDERSEN SILVERLINE 3000 SERIE; WINDOW ;r_HEUULE •u• vALUE4 W= '?_~3~ - KEY TYPE CODE ROUGH OPENING w• •v •sos>.• •R• 41R sl4x v/ rr v/o cAlucz K Y ~ = _g'•'- t. SINGLE HUNG TYPE CODE ROUGH OPENI~ 1' •SAft.• •R• NR sxcc v/ m v/A cRluES > u s 45 24210 30 1/4•z?7 1/4' 5.33 2.43 7.82 .13 .34 ,35 DIXIBLE HUNG 2. SIIJGLE HUNG 242(11 70 I/4'>:37 I/9' 4.95 ~v' 2842 34 (/4'x53 I/4• 8.59 4.42 12.66 .I3 .34 35 2.51 7,82 2.8 .18 .32 ,35 3, SINGLE HUNEi 3048° DW13LE HU°IG 2842 34 I/4'x53 I/4• 0.85 4.68 12.66 2.9 .IB .32 awc~8 39 I/1'x49 I/o' 12.05 5.71 15.74 .13 .34 .35 3. DCBIBLE HIhIG .35 SINGLE HIh1G 2852 ° 34 !/4•x65 1/4' 11.78 562 15.52 .I3 .39 ,3g 3046 ° 38 1/q•a57 1/4' 11.01 5.78 15.2 2.0 .I9 .32 .35 DGJBLE HUNG ~'J' ~ ~ ~ 5 SINGLE HUNG 2956° 34 V4'x69 I/4• 12.58 e.0i 16.47 .t3 .34 2842• 34 1/4'x55 I/4' ILIS 5.50 15,52 2.8 18 .72 W. 6. S.H. PICTURE' 39 DOUBLE HUIKi 2856° 34 1/9•x59 1/1• a .35 a~wo° 20/39/20/46 93 3/4'x57 I/4' 27.4 3.44 37.27 .I3 .39 35 D.H. PIE•iUPE 20/34/20/96 93 3/4'„57 I/4• 11.,2 6.35 i6./7 2.8 .I9 .32 .35 ~ir_4SF ~v, 7. NOT APPLICABLE 26.3 3.74 3727 2.8 .IB .32 .35 i c E - $o 8. NOT APPLICABLE NOT APPLICABLE c NOT APPLICABLE ~-z W~nz 9. NOT APPLICABLE _ i ~ ~ W _ xrw.wrtara!1~~~ I0. CASEMENT ! 7550 SERIE< > C RIOT APPLICABLE 4Sw o~i+ ! trod-o I-2435 24 5/6'x36 7/16' 3,97 3.22 5.U2 .10 .30 .35 I PIUT APPLICABLE 11. CASEMENT r 7550 SERIE= CI-2452 24 5/8'x53 5/16' 6.02 4.95 0.85 .IU .3°i a°.°n° s t2. SINGLE HUNG' .36 1. NOT APPLICABLE a 2042 26 li 4'x53 I/4• 6.77 3.15 9.7 .13 .39 .35 ~vS~ 13. SINGLE HUNG 2046 12. MNIBLE HUI Ki 2042 26 (/4'x53 li 9' 628 3.44 9.7 .35 s9~~JV. 25 l/4'x57 I/4• 7.35 3.48 1043 .I3 .3a 34 I DOUBLE HUNG 2.8 .IB .32 ~ l4. SINGLE HUNG 2046 25 1/4•x57 1/4' 5.83 3.74 10.43 2.0 .18 .32 .35 2052 26 1/9'x65 1/4• 8.5 4.03 11.99 .1? .34 .3`. 1 DOUBLE HUNG 2052 I5. SINGLE HUNG 2056 26 IN'x69 I/4' 9.U8 4.34 12.62 .13 .3J .35 25 I/4'x55 I/4' ' 91 q.36 11.85 2.8 .la .32 ,3`. ° W m 16. t DIXIBLE NUNr 2055 V v, u m CNWH<LA~ INIA° PM!°. SINGLE HUNG. 3052 39 (/4•x65 Ve• 13.42 5.4 1733 .13 .34 26 I/a•x69 I/4• 8.46 4.66 12.62 2.8 .IB .32 - f ° 17. SINGLE HUNG( 35 I5. DOUBLE HUNG 3052 38 I/4'x65 1/4• .35 ~u-W~~ 3056 38 1/4'x69 1/4' 14.33 6.05 18.35 .13 .34 12.77 6.73 1733 2.8 .IB .3c' j5 ~°s np 18. S.H. CIRCLE TOP 2/0 26 I/1'x15 7/ '34 17. DOlBLE HUNG 3056 38 f/4'z69 1/4• ~ i~ g. W a EDf xAr y l9. 16' 1.23 0 I.BB .09 .34 13.64 7.2 18.39 2.8 .18 .32 s S~f S.H. fIRCLE TOP 2/q .35 19. D.H. CIRCLE T~ .35 2U. S.N. CIRCLE TOP 30 !/4'x17 7/16' L74 0 2.5 .09 .39 2/0 26 I/4'o IS' - 2/13 34 I/4•x19 7/15' 2.33 U '35 I9 D.H. CIRCLE TOP 123 0 lea 3.0 .01 .34 .33 Wa~• ~ J~ 2'4 30 I/9•xiT 1.74 0 2.5 3.0 AI .34 .33 Rw°s1d arc 21. S.H CIRCLE 70P 7.2 .OB .34 .75 2 4H CIPCLE TOP 2/9 3a 1/4•,19• 3/rl 3B 1/4•„21 7/16' 3.U2 0 3.99 .09 .34 35 2. D.H. CIPCLE TOP 2.33 D 3.2 ?.U .OI .34 .33 ~uW`W~'-n yRY 22. (JOT APPLICABLE 3: t1 38 1/4•x21• 3.02 0 3.95 3.0 .UI .34 -'"rte-. ~B 23. NOi APPLICABLE 2 . NOT APPLICABLE .33 W W c- 24, NOT APPLICABLE 23. NOT APPLICABLE `"~=~'='Q3' aJre4rJJ 25. NOT APPLICABLE 21. NUT APPLICABLE °u>>>~ 25. NOT APPLICABLE N ~~°$OW 25. UC TAGUN r 4966 SERIE[ 2/0 c'6 1/4'x26 1/4• W = 2.60 0 4.79 .OB .34 .35 26 NUT APPLICABLE " ~ 3 i i 27. Avl ZING ( 7451 SERIES I Al-3520 35 7/16'x21' ' 4 0 ~ TB! P141' U! 3.11 L2 5.31 .09 .30 .36 2 . NOT APPLICABLE ~ ^ W'gF'Fa ./zPL'.'(/ vfAr4YTIDA' 29. (JOT APPLICABLE h'Ort1BS, lNC. TAANSUM 2951PV 39 I/2'xl3 1/2' 2.10 U 3.7 .OR .30 ,35 2 NOT gPPL ICA9LE ~ ~j~n ~nwj TRANSOM -1 ~ ~ r ~ r ° 7f>r ADDTA Ott. YfDOLADUAD. PA 1>41r 3051PV 39 1/2'x13 I/2' 2.10 0 3 ] 3.0 AI 3q q b ~O-°. ~3 (4>0l as>-en,7D P,Ir Imo/ Aa>-onD 73 ~ >~ce b'? w „z ~ s • z WINDOW SCHEDULES I' _~Nn.n ° n wm w:v ovc wA 4.7 DRP DWP NLN II 22 t0 AJAAAxAAA~ M W BFU:hM01JLD WINDOW °CHEUULE •G•vAwE- I .,II11<• MEY TYVE CODC POUGN OPENIIX J •L' 'V' T.Oi T' •P' pIP SMGF ~Ilf~ U00~ ~ C HE IIUL E •REIE.YEt EBI TM SATE 9,AIf v APMDYAL• SiwlWt 1. OgIBIE HUNG 20210 3U 3/8'03] 3/9' 9.9 2.35 7.90 2.7 .11 .J6 go Y.EY OPENING TYPE POUGM OPENING 2. DOUBLE MAIG 2012 31 3/8'x53 3/B• 8.8 1.11 12.8 2J ,II .J6 MpfIU. 'L' 'V' •R' •$.F.' pIP •U' DE•_CP.IRTION ~ OWBLE WNG 3016' 29 A ]068 36• INS W. CORE 38 I/2• x 82 Ir2• iHERMA-iRU 0 151 7.69 22.05 10 .It 3B 3/8'x57 5/8' ILO 5.97 IS.J6 2J .II .36 29 < DwIBLE HUNG 2032 3/ 3/8'x63 3/e' il,l 6.01 15.67 2.7 .II .]6 7B VI• B2 1/2• MASONITE 0 19.2 21.91 J2 15 6 PANEL 4. ROUBLE HUNG 2836 7/ 3/8•x69 S/8' 11.9 606 16b2 2.7 ,11 .l6 29 B 2860 32• INSW. CORE la 1/2• r 82 1/2' TMERMR-TRN 5.1 V2 ].69 19.]7 10 26 5. D.M. PICTURE I810/16M 95 1/8'x37 5/8' 2322 601 17.6 3.3 .OB ,36 .29 31 1/tl' x B2 1/2' MASONITE 3.12 17.08 I/2 fdgSS T. D.H. IS' BRY iVBON20-1616-15 91 )/16139 1/B' 39.] 7.0 38.10 3.3.08 .36 29 19.52 .12 26 C 2860 ]2' STEEL FRAME 33' x 81 3/e' TIERIUI-TRU 0 p2 7.69 18.63 10 q CASEMENT BOV 2030/1 BOV 93 4/8'c61 112' 25,6 W.6 79.3o J.3 .O$ .38 9. CASEMENT PICTURE 2030-1' .29 INSUL. -FIRE RATED 90 MIN. l3 1/1• x 91 ?'8' MASDNITE 0 17.09 18.79 .12 l5 6 PANEL 9fi'x60' 71.6 2).2 00.0 7] .OS .78 29 10. CASEMENT N36 2BSR• 3.J 1,37 B.O 13 .OS .78 2g ]068 36' STCEL FRAME 31' v BI 3/B• TXERMA-iRD 0 191 >.69 2091 .10 11 ' I1. CASEMENT 29Sp' 28'x60' Z4 6.82 11.67 J.3 .DS .3B 29 IN$W. - FIPE RATED 90 MIN. 37 I/I' BI 3/0' NASpI1TE 0 19.2 6 PANEL 12. DOUBLE HUNG c'012 c`LOS .l2 R 26 3/8'033 3/0' 6:3 222 9.82 2.7 .(1 .J6 .29 0 3068 36' IN$W. CORE 31 1/2' x B2 1/2' TNERNA-TMJ IJ 19.1 3.85 29.31 .10 11 DOABLE HUNG 2016 26 3/8'x3) 5/8' 6.8 3.32 IQSS 2.7 .II .35 .29 V/ 12' SIOELIGMi .20 i 10. DWBLE NIING 2032 26 3/8•x63 S/8• Z9 1.12 12.02 2J .11 .J6 51 7/1• x 82 I/2' MASON/ IE 1.95 19.2 29.65 12 23 6 PANEL y 17. DOABLE HUNG 2036 '29 36' INSW. CORE 63 I/2' . 82 1/2• T Rla- f 26 7/8•x69 S/8' B.3 1.02 12.]3 2.7 .11 ,]6 29 E 3068 NE iRU 3.1 19.1 3.83 ]7,53 10 20 16. DOUBLE HUNG 3052 3B 3/8'x63 3/8' 12.7 ' 6A1 17.19 2.7 .11 .36 V/ 1 12• SIOELIFIHiS 65 VI• x 82 !12' MASONITC 3.9 19.2 6 PANEL ¢11~ IZ DOUBLE MlltlF 3036 29 37.38 .12 23 f 38 3/8169 S/8' 13.6 6.87 IB35 2.7 .Il .]6 .29 P 3068 36' INSW'. CORE 58 I/2' < eE 1/2' TNEPlM-TPU 3.1 191 3.83 3921 10 ,25 111j I8. OJl CIRCLC TOP 20 MCN 26 3/8•x13 7/16• L1 0 2.71 2J .11 .J6 VI f2> U' SIDCLIGNiS 19. DJ1. CIRCLC TOP N NCX 30 3/8'x13 7/15' 1.6 0 3.12 2.7 .11 .J6 .29 G 1568 INTERIOR PASSAGE 59 IA• x. 82 1/2• MgS[NITE 3.9 19.2 3957 12 23 6 PANEL Y 20. D.M. CIRCLE T(P 2B MCN ]1 J/8•x17 7/16' 2.2 0 1.33 2.7 .11 .36 29 20 I/q• x82 I/2' CRKTMgSTER N/p N/A N/A N/p N/A N/p 1 26 pH. CIRCLE TOP 30 MCN >0 3/8•x19 7/16' 2.8 0 339 2J .11 .]6 ,2a N 2068 INTERIOR PASSAGE 26 1/1• x 92 I/2' CRgFT MASTER N/A X/A N/q N/A N/A N/A 22. CSMNT CIRCLE TOP 28CN 32'x16 1/1' 2.2 0 1.33 13 .05 .38 29 I 2668 INT RIOR PASSAGE R I/P x B2 l/2' CRgFTMpSi R NIA NIA N/A N/p NIA 23. CASEMENT 1836-2 C N/A 10•x12• 6.6 3.08 11.67 3.3 .OS .3B .29 J 3068 INT RIOR PASSAGE 38 IN' x B2 1/2' CRgFTMgSTER N/A N/A N/A N/A N/q N/p 2/. [.TOP/PICTURE TvBMx>/mMwM ]2'x80 1/P 32.]2 0 11.0 3.3 AB .78 ,29 M 2068 INTERIOR BI-FWD t 23. ELLIPTICAL EYEtROV TVCS 71 I/2 72'x20 5/16' 1.62 0 11.83 3.3 .OS .36 .29 26 I/1• x 82 1/2' [RpFTMpSTER N/p N/A N/p N/A N/A N/A 26. OCTAGON 2/0 OCTAGON 21'x21' 2.11 0 9A 2.9 .OS ,35 .29 L 2668 IHTERI[Bi Bl-F0.? J2 1/e• x B2 1/2' CRAi'TNASTER IVA NIP N/p N/q N/A N 21. AVNING M 2068 INTCPIOP - N/A ~ ~ CUV2BI8 32'x20' 2A 2.28 9.N 3.3 .II .36 ,2q PO[Y.ET a9' x 81 I/2' CRKTIMSTER N/A N/A N/p N/q N/A H/A 28. r„T®/OM/FLAxtER_• TnMmNlt-tBq_ 59 3/B•rol 1/16' IL52 125 29.3 3.7 .11 .J6 N 2668 ?ITERIQt POCKET `w TRANSOM Lv1MVIMm A .29 51' x BI 1/2' CRAFTINSTER fl/A N/A N/A N/A M/A H/A V tt 2 3/8'x13 )/8' 2.10 0 9.08 3.3 .11 .36 2g ? 3068 INT RIOR POCY.ET 73' n Bq 1/2• [RAFTXASTEP N/A NIA P 2068 INT RIOR SLIDING N/A N/A N/A N/p o L 09' BI 1/2' CRgFTMA$TER N/p N/q N/A N/p N/A N/A INTEI,F'ITY WLNUOW_:CHEUULE •Ir vALUE= '2' M ~ JDA 1520 2.91 IUD o9 JI KEY iTPE CODE i, ~ 0 fiU68 6'_I SLIDI11y PgTIO _ 72t 90' 11tl0ER.:EN RpAiM OPENING v •:wr• •P• AR SxO VrVILLE: ro IRUUS - ~ .21]8 JL]2 32 39.31 .07 _ ,J2 FALL f,1yAy ^r o _ 1. WI18LE HUNG IDN31136 30 V2'm35 I/9' 131 2.b3 Leo 2.9 .31 .J9 .36 72 Ir8' . 80 i/2• SILVERLIIE 2370 11.]2 3.2 1031 .03 _ _ ~ - 2. DOUBLE HUNG 1?N3152' ]I 1/2'rS2 1u• 73 IM r 92 112' TNERNA-IRU IB.52 ~°u o 1.]1 9.35 12.52 2.9 .31 .79 .36 18.15 2.] 1111 A2 27 o B o DOUBLE HUNG 1DN3836 38 I/21.56 I/a' 10.01 3.83 ISAI 2.9 .JI .39 ,36 v 5U68 5'-0• NINGE? PATIO )2•x80' ~ ~ u 1. DOUBLE HUNG IOM3151' ANDERSEN 21.92 16.11 32 39.31 .02 .]2 FU.L FiASS l1 112'x61 IH' 10.55 6.02 1239 2.9 .31 .35 36 71 3/1• x 82 f/2' MgSp1lTE 1941 ~ 3. DWBLE IAttlii IDM316BC • J/ 1/2'x68 1/1' IL12 3.16 16.35 2.9 .31 .39 IlAB 12.83 36 .]5 p; 'u 6. 0.N PICTURE Nx71MIIMPbVIexYtaa 105 1/2'x56 1/1' .J6 S 6068 ~ 112 3/P x 82 1/2' TNERNA-TRU 2770 /OAS 2.7 blA ~ w ?JA 15' BI1Y ]0. 612 1121 2.9 .33 .39 .36 9'- ' HINGED PATIO .D2 27 26-50-26-56 92 9/32•.47 11/16 28,7 7JB 36.86 29 .39 .36 108' x 90• gNDERSEM 32.88 1611 32 39.q .D3 F0.L WA55 x+s ~ ~ B. CASEMENT BOV IV ,R eT 2539 96 9A6••39 11/16. 28,12 0.6 10.03 3.0 .3D .36 .3a T 12)2868 DOUBLE ENTRY 67 1A• x 82 I/2• TNERNA-iRU D ]10] 2.7 ]853 .02 o~ 9. CASEPENT PICTURE ICA2959 1V 113'x59 S/8' 31.12 J 1678 3.0 .JI .36 .31 - INS0.. CORE ,Itl a ~ l0. CASEMENT ICA2939 29139 S/8' 337 SB3 7.98 3A .30 66 x B2 1/2' MAS[RII7E 0 34.16 ]821 .12 .13 6 PANEL WW IL CASEMENT ICg29S9 .76 .3t 73 I/P x 82 I/2' TNERNA-iRU D 3].85 2J 13.11 .02 .1/ n ~ ~ ~ ~ 29'x39 5/8' 8.53 919 12.01 3A .30 .36 ,39 V 2>3068 ?OUBLC ENTRT - INSW. COPE 12. OWBLE IAIItlG Idp6S2 26 1/2•x52 I/1' 3.91 3.51 962 2.9 .ll .39 71 J/1• x 82 1/2' MA$ONITE 0 380 02.83 .12 .IS 6 PANEL W u z I-~ !3. DOUBLE M1NG 101126% J6 26 1/2'x56 1/1' 619 3.82 10.75 29 .31 .39 .36 v 12)3468 0011 E ENTRY - INSW. CORE ID2 I/2' < B2 I/2' TNERNA-TMJ 0 333 623 SB.SB .02 .11 30."g 11. DOUBLE W1NG IOH2661 26 1/2'x61 1/1' ),SB 195 11.82 2.9 .71 39 .35 V/ 2) 12' SIDELIGMTS MASONITE 6 PANEL Js W °~J IS OG11LE WING IM12660C • 26 1/2'x68 1/0 812 3.82 12.36 2.9 .31 .39 auHm4 IQ DOUBLE HUNG IOH3861' 38 1/2'051 IA• 12.20 680 11.18 2.9 .]6 V ]468 36' INSUL. CORE l8 Ir2' z 95' TNERNA-TRU ]AI t9.1 6.24 2367 02 N .71 .39 .35 W TRANSOM 3B V1• 1]. DW0.E NUNG IDX3868C' 38 1/2'x68 I/9' 13.47 SBJ 18.23 2.9 .31 .39 36 MASONITC 2.86 192 2590 .12 15 6 PAIEI wF v. a ~ 19. O.N. CIRCLE TOP N/p 63 I r ~ x w_ w s a N/A N/q N/A N/A / WA N/A N/A x 3058 36' INSUL. CORE V/ TRANSOM 2' r 56' TIEPMp-TRU 813 19.0 6,25 13.6] G2 .Itl 19. 0.X CIRCLE TOP IRT30-IV 011 30 1/2•x13 1/t• 1.22 0 323 3.6 .36 Altl r2> 12' SIDELIGHT[ 65 I/1• MpSON1TE 6 PANEL 20. O.N rIRCLE tOP IR771-IV DM 3t 1/2'x4 i/1• ~ 29 8.31 192 N.18 J2 IS ~ o f 1.72 0 0.13 3.6 .36 28 .28 r 3068 35' INSUL. CORE V/ TRANSOM 59 Ir2' x TNERNA-TRU 8.76 19.1 623 16.33 _ 2L. O.N. CIRCLE TOP IRT3B-IV 011 381/2Y.191/q' 3.0 0 3.13 3.6 .lb 28 .2B ANO fb 11' SIDELIGHTS 02 .u ww.. 't'„Y~ 22. E$NNT CIRCLE tOP IRT21-2V CA 01'x20 1/2• ~ 69 I/P 96' MASONiTE 8.52 19.2 16.89 12 IS 6 PANEL i ~ x ~ w 7 3.l 0 S.BI 3.6 ,l6 .28 2B = ^W ~~57 pr wlmla~ 23. CASEMENT ICA2139-2V 111]9 5/e' b.% 7.84 1428 3.0 .JO 06 .3q n W 21. [.TOP/PICTURE IRT23-3Vf,A 73'.76 V 2' 32.11 0 3878 32 .3t .36 .II ~ ° o°i p - w /ICAP7339 _ 25. ELLIPTICAL IRTDP7218 ]21x18 1/2' 1A1 9 0,23 3.5 2B .39 r__ - 26. OCTAGpI 2n) 36 I _ ~ ~ 2a I/2'nN 1/2' 3.0 0 a.V 3.6 ,3S .28 .2B ~ ~ ~ a ~ u 27. AVNING IAVN3719 77•x19 5/8• 2.97 7.31 5.01 30 .30 .33 0 28. rai APVUUeL[ 31 u = J w m cwR[ER. W W pln LMIFE PNIF N t7W WFo T°>qps ba Nl,V T W V W ~ A~Nq~ J s v Z F d 7 I I1 ~vIN WN q <oW Wm wss.Ts ?WW W^6 ~ q•~ .t -W~F 2S' v~ O W LI N V, D//WI/ I2•.~ ~WIJjV v. i">?°8dw W V J ~ M 7 HOAf~:9, INC. J o o W ~ : oo ~ ~ 7pt AOUTS Ott, MfADL2BUR0, PA nI11 <E ° z° O 9 4 ~ (670) 197-t]JJ TAA' (770) BJ7-Otte W ~~uciM. 'r Iw Waea: WINDOW AND DOOR SCHEDULES L7 rNm~y, •4 PIS NIC' R[V UV41C DRP DWP KLN It 2."^/10 A.~.$ ?•-F,L I LJ'JI'•IL1H 11LJIV riLlLllllUWIV DETAIL'.: '~EE H?U;,E ;;F'ECIEIi~ BF'AI_EWALL ,CxLAVL.xal,IgyTA,[STAIlR~ppllpyy. F'ArE F?F' ~'EI~UIRED L?CATI?IJ„ USP ;TAD14kJ ~TAU14kJ C~kNEk iN~TALLATI?N EDGE INSTALLATION fIJLL LEfXTN 2x S7UOS (2J fULI LENGTH 2r ;iUO'. i / Exi CHEETING Exi SHEETif?r i I!2' MIW. ' STADNRJ HRIlIN6: STADI4PJ IiAiLINfi' I 3B-16tl SIW.CR 3B-16d SINYEP IRiO SILL PLATE ~BCpN[ iR70 SILL PLpIE o MIN 2XB [IJGTIi YI~i^~ _ 1 I C e -MIN. R[BAP LE~TN ~ ~2) x 2r. EMBEDNEWT ~ ~ 64'_0. 31 LENGTN rl2' ''ll 1/4' NIH 8' LOIJERE IE 8'-9 5/B' q• 35'-0 3/1' STEM WALL ~ 5 7/16' 6'~ B 5_~ 6'-7 I / 6' n r • in ' ) O U`F' iDxl4 HOLUliNWIV ~ nJ N _ ~'b fIAL LENGTH 2e SPf A2 ;IUD: ~ c .n m TD%II fAS7ENING: , m '1) I' B0.7S ~ . I •y 70 BUILT UP STUD C0.1WN N ! ~ 125' ANCNOP &B.f TO iWiEP ~ ~ i 1ULL Pq@t EplE' pf RpD LDCpTIQIS ~J USE HEAVT NE% HEAD NUT I v/ n RWR PERIMETCR ~ I ~ I I w 4 . _G I tR10 SILL PLATE - ~ m ~ 'L22~p Dlp REBAR vx~ BaP ~VIIAIT L'CPOI~REB~B~ A in m I-I ~ l-' Ib'-10 I/9' 8'-6 3/4• 15'-8 c/16' I 5'-0 9/16' 10'-4 13/16' _ FOUIJCIATION VALL 61'-N• ~~Y~ POCKED f,ONfp[TE (R n ` C.N.U V/filll PDUR CORE .'A ' ' BF'ACEU WALL FEI~IJIF'EMEIJT`~ I REP 2UIp IJE W3TORYIJPE ~[IDEN ~IAL ODE, yTABLE REDc.lU.l ~ FOOTING CONCRETC-" _NIIL ENBELVIEIii IN CENTER 0. i[piEp WALL LINE METIJOD WALL LEIJGTH r % MIN. REOUIPED TOTAL PROVIDED xxcwttA TMVe rAA A 3 64'-n' r 16% B IO'-2 ]/8' IB'-3 I3i16' i6~NFWJ> 4B'-8 Ir B' d 2a•-3 i/2' GEIJEFAL IJ?TE; 2I -9 I/1• 1. JEE IND(VIpUAI FLOOD PLANS ANp SEC TIOIJS FDP HOUSE SPECIE IC INFORNq UON METHOL 3 DEFINITIOII 2. PRESCRIPTIVE BRACED VALL NETNOD SHALL BE USED IH N01J-HURRICNIE PROI IE REGIO41r WOOL SiP.UC 7IJRAL RAIJEL ~HEA1HiNG WITH A THIf YNES~ IJOT LESS THgN UR 99 MPH ,3-SEC OUi i) SPEED OR LESS S/16' FOR ib' O,f. oTUD SRA[ IJr 3. A LOAD PATH fOR LATERAL FORCCS HALL BE PPOVIDEp BETWEEU FLOOD FRgM1IJG AHD PANEL: MUST BE LOMGEP THAN 24', O Ofq H DFAOP [gfHa END AND ART LEA':T BRACED VALL PANELS LOCATED ABOVE W BELOV q FIOOP, AS SPEFIFIED IN Tet iLA'o>' .:ECnoN R602.10.8 ~ EVERY 2S'-U' O.C. BI IT IJOT LESS THAhI I6S: OF THE. SRACEU WALL LINE. ~ JZ?L'.Y P4e/Yrnon i. VHERE JOISTS ARE PERPOIDICULAP TO BRACED VALL LINES ABOVE. BIOCYING SMALL BC PPOVIDED IJNDER AMD IN IIHE WIiH THE BRACED VALL PAIJCLC. WHERE JOISiS ARF HOME'S, /NC: PERPENDICULAR i0 BPACED VALL LII TES BELOV. BLOCYING .HALL BC PROVIDED [IVEP mJp I-0ETHOD S UEFIIVITIOIJ IN LIRE V/TH THE BRACED VALL PAIICLS. WHER[ JOISTS APE PARALLEL i0 BPACFD VgIL IJfRSUM BOARD WITH MINIMUM 1/2' TH(F_YIJE S~ RLNI[D OIJ STUD`_ LRACEG A >,>t eoUTl Att Y/00J,tBURC. PA I>eIt LILACS ABOVE OR BELOV. A RIM JOIST OP pTMEP PARgLICL FRAMING MEMBEP SHALL BE MAXIMUM OF 29' O.r, ANU FA;TEIJF_U AT 7' ra>AI es>-ssee rtx f6>oJ et>-oleo PROVIDED AT THE WALL TO PEPNIT FgSTCN1IN. PEP iABIC P502.3'L DRYWALL SCREWC. PAIJEU MIJST &E LOIJGER THAN 419! 4 TYRE OR W RE 5 If THE MIN JD' BRACCO VALL PAIJCL CAN IJpI BC ACHIEJF.D AN ALTEPIIgtF APAr[D VALL END AND AT LEAST EvEP.r ~ LOCATED AT EAfH TYPICAL BRACED WALL DETAILS PANEL CONS TPIlCilOll III Ar COROAIICC VIi11 SECTI011 R502lD5 SHAH BC USC D. 25~-0' G'-. DiJT NUT LESC THAI) 16;: OF THE i BRACED WALL LILAC x' ouc xv KLN ovc I?D n iz/lo A4rj i a p FH:TEIJIIJG ,C HEDULE f~~~'y' •¢scRV[B rIR T1E ssgrc stAw Q q)PgovAL• BUILOI~ ELEMENT KCCPIPTION rqS tENEP OIIgMIITY, SIZC qND TYPE FASTENER $PgCIMG FA$TENIPIO SCHEDULE ' FLOOR BUILDING ELEMENT OC:CRIPTIp1 fgSTCIER WgNTITY, CISE AIJO TYPE FgSTENEp $PKIIIG rLWR AIST TO SILL pP GIRDED. tp[ NAIL f3) Btl COMMp11 W COUµ CEILIIIG / RpK F100R AIST TD RIM AIST IVITX LE?GERI Ig> 0.131'.3' TRUSS TO EEILING KAM. OIPECT NAIL i3) I6d CpN01 W EOUµ FLfI[P AIST f0 RIM AliT IrgSTCNERS 01LY1 ,,p) 0.171':•3• LEDFJiR 10 CEILING SCAM 16tl CpMNON OR EOUµ IU EKN SIDE K TRUSS OR CEILING AIST 2.2 LEDGEP IO INNER BAND AIST U) 16tl COWO1 [R EWgL iC1UNG JOIST TO CEILING BEgM, DIRECT IWIL qJ I6tl [OMMpX OR EOUµ N.Y. - 2x3 OR 2q2 LVL 70 INNEp BANG JOIST EACH /01St CPVRY 16d CDMIIRI OR COUPE 2 3/P 011 CENTER DIRCCT AIST GYPSUM BOgRO i0 FRAMING FOgMSEµ 3/4• V OUTCR i0 INNER BAND AIST EITRIOgN LB' V s l/e' NpFMM }CAD AVERAGE ) I6tl COMIW OR EOIML 16' a. DIRCCT NAIL STA rGEREO IRU35 Tp EkTERIOR VµL, ipE NAIL <3) Ibtl COMNpN W EDIML gVERAGE i I'e6' SUKI~t W LESS Tp Cq[H AIST, FKE NAIL 12) Btl fpM1UN W EOUK lp PppF RgrtERS TO RIDGE, vµLEY W NIP RKTERA i~ NAIL 1U 16tl [pIB10N W EWµ 21 STAP1•ES. 1 3/4' 2' SUBFLOOtt TO JOIST W GIRDER. BLIND qND FKE NAIL !2) I6tl [pM10! W EDUAL FKE NAIL t3/ 16tl COM01 OR EOUµ PAFTER TIES t0 PKTERS, FKE NAIL 13> Btl [01}01 W EOUK 19/72' W 27/32• OSB STUIID-1-rLOOP /PLY Vppp Bd COIBION OR 6tl AbRILAR W b' N1 [ENTER DIRECT EDGES AND >/16' OSB SNEgIHING TO TRUSS 6• pN [ENTER Ai EDGES qND SPIRµ tHR[AD OR EpJµ 12' N1 CENTEP INTERMEDIATC Ba COIBdIJ W EWAL v/ .TWJCTURµ ADIESIVE V/ BOY, gDMESIVE COVEP.M)E 12' ON CENTER INTERMEDIATE 1/4• LUgM 5d CpMIgN W gNMULAR W 6' ON CENTER pIP.ECT EpGES aNp Ig/]2• PLY VppO SHEATHING i0 TRUSS Btl CORIpN W EWµ e' OI! CENTEP AT EOGCS AND SPIRAL THREAD OR E011µ 12' ON CENTER INTERMEDIATE IY ON CEMEP IM[RMEOIAIE VALLS - INTERid! AND EkTERIQt IA FELT i0 SNEAtHUq 3/B• LONG. 1' MINIMUM CROVH , SRE PLATE Tp 3W Si OR BLOCKING, FKC NAIL 16d C@Mptl W EDUµ VIRE STAPLE W EQUAL RgNOOM BOTT@I PLATO TO RIN ATST. UN~R UO MPN 16' ON CENTEP, O) 0.131'x3' PCR BAY 2388 SHINGLES TO SHEATHING 11/P LONG. 1' NINIMIM CRpVN q> PCR SHINGLE BOTTpI PLgiE Tp RIM AIST. 111-pO MPH !g) O.UI'-I' PEP BAY VIRE STWLC W COUµ VDNDER BOgRD TILE BACKER 1 1/2' GgIV. PmFING IwILS OR EQUAL 8' t0 16' OV [CNTCR FRAMIMTi MIS[ELLANEWS [DPNEP qND INTERSECTING VgLL STUDS 16tl CDMlpll OR EOUµ 16. OC DIRCCT RAIL GA / k DESIGN , • TOP OR SOLE PLATE Tp STUD. END NAIL f2) 16tl CDMMpR W EDUAL FIRE RATED ASSCMOLIES AE PAGE 841. 42 OR O a SUBnISS10N Lg39. TCA06. RC2601, wp105. SET F(8t DETAILED pCSCP.IPTION T~ W S0.E PLATE TO STUD. ENU NAIL. STUDS ! 16' ON [ENTER 11NDCR 110 MPH - c3> 0.131'x3' 0340. 0741. UJ44 OR Vp7g10 111-140 MPN - q) QUI'x3• NOTES i~ W 30.E PLATE TO STUD. END NAIL, STUDS B 24• a CENTER UNDER 110 IPM - (g) 0.131'x3' 1. ANY FASTENINGS NpT SNOVN MUST BE IN K[ORDANCE V/ 2010 NYS RESIDENTIµ COLE Ill-NO IIFII - S)1 0.131'x]' 2. p110 FAST 607 SMOOTH SIMIBf. FLAT HEAP, A13U 3 1/P LENGTH g6YD STUD i0 SOLE PLgtE. TpE NAIL ~3> Bd W !b 16d CdlgN OR EDUAL 3. Duo MST OB 1;L RIIK SHANK, FLAT HEAP, t113) 23/B' LEIMiiN. ' 4. OIJp IKT N2 fl SCPEV EHAW. FLAT HEAD. c103> 2 1/2' LCNOTX DOUBLE STU05. FKE NAIL IOtl COMMp1 OR COUAL 24' M [EMEP. g TO BE BOX [OVERAGE. b. pU0 FpST )632 CR II. STAPLE. CROVX-T/16'! VIDTH--0621 fNl[NNESS-.ugS,GAUGE-Ib! LCNGTN-P DgIB1,E TOP PLATES. PKE IMII IOtl CQB4p1 W EOUµ 2P a CENTER 7. DA FAST )636 f,P II. STAPLC. [POVN-)/16'1 VIOTN-.0621 iXICKIES..OgSI GAUGE-16! LCNGiN-I 1/A' OOUBIE TOP PIATCS. FKE IMIL, UNOEp 110 IPM 8 DUp FAST )64p CP II. STAPLE. CROVN4/16.1 v10TN-.OB2! TNICY.I K:SS-USA /iA1XE-161 LENGTH-1 1/2• 0.131'x3' D' M CENTCP WO FAST V1U CP 11. STMLE. ERpVN-1'1 v10TN-0621 TXICY.IESS-0351 GAUGE-161 LEH rTH-1 IH' DOUBLE Ttp PLATCS. FACE Moll. 111-140 MPN 0.17113• S' ON Y.ENTCF 10. DUO MST 1548 Cxp. •TgPLC. CPpVN-)/16'1 VIDTH-.OTb TNI[NIE.]-.06T fgWFf-Igl LCKTH-1 IR• SRC PLATE t0 AIST OP. BLOCKI~ Ai BPAf,EO VKL pAIELC •.3) 16tl lUBO! OR EDVAL II, pUp FASL 3312 CL STAPLE. CRpVH-1/2'1 VIDTH-US01 IHICBIESS-0191 LCNGTN-3/8' DOABLE TW PLPT[S. ni111RLH 44 ILEX 'pFFSET'OF END JOISTS, _ 16' ON f,ENTEP FKE NpiL 111 LAPPED PREA 'B) 16tl CpnMON W CUUAL BLOCY.ING IETVEEN GISTS W RKTERS TO TOP PLATE. i~ NAIL •3) xtl C01tt01 W EDUgL _ _ - _ ~ ~ - - _ - - - RIM AIST Tp tW PLATE, TpE NAIL Htl Cd001 W CpML 6' ON [EMCF APE H O M E S C A L C l_~ L A T I E N'~ M A I•d U A L I ~'I D E TpP PLRTEE. LAPS AT CORNEP.S qND INTERSECTIONS. FKE NAIL ~2l IW CCB01pN Olt EQUAL BUILT-IP HEgOER VITN I/2' SPq[EP 16d COMMpN OR [OUK 16' !H CENTCP µ01W EKH EDGE BUILT-1) NUDER. WL VITN 1/2' iPKEP. 16d [CMMbI W EQUAL 25 PSF GRIXRID $NOV LOAD 12' ON CENTER gLpNG EKx EOF£ 4U PSF 1st FLOOR / 30 PSF ALL OTHER FLOOR` 25 PSP GRIXIND SNOV LOAD FEADER TO STUD. T~ NAIL 14) 9d [ONMp11 ~1 EQUAL m+ SECTION 7 23'-D', 27'-b', 6 31'-6' UNIT VIDTHS SECTION 7~ ~0 PSF ALL FL[IOR$ .2) Dd CCWMpN DIRCCT PER MEMBER 110 MPH AND ILO MPH 41Np SPEED: 23'-8'. 27'-6'. L 31'-b' UNIT VIO7HS CRITIMIED LEADER. TVp PIECES 16d [pM01 W EOUµ i6' R1 CEHTCR µ01G CKH EDGE 110 MPH AND 140 MPH VMO SPEEDS GDISTRB[TIb1 AGESIVE. 3/8' BEAD gPPLI[p pIRECT 40 PSF Fj2pJND 'NOV LOAD 40 PSF GROUND SAOV LOAD GYPSUM BOARD TO FRgn1eG ENERPOMI. 3/B• V x 3/B• N FWM BEAD 1 AVERgGE 1 SECTION 2 40 PSF 1st FLOOR / 3p PSF ALL OTHER FLOORS 50 PSF ALL FLOORS rOAMSEgL. 7/v v : r n TpA11 BMD f gvERAGE J 23'-8', 2T-b', 6 31'-5' UNIT VIDTHS SECTION 12 12 GAUGE 11/r 16. ON [EMEP Ai END_. EDGES ILO MPH AND 140 MPH MIND SPEEDS 23'-8'. 2T-6'. 6 3]'-6' UNIT VIDTH$ LARGE NEAO CORROSIVE RESISTANT 110 MPH AND l40 MPH VINO SPEEDS CEILING GISTS Ip PLATE, T[E NAIL r3) Btl [pY1W OR CwK 60 F^_F GROUND $NOV LOAD COHTVJIBIUS HEADER TO STUp. TpE NgIL ai M COMg1 OR COIML SECTION 3 9U PSF lst FLOOD / 30 PSF ALL OTHER FLOORS 60 PSF GROUND SNOV LOAD CELING AIST,LAPS OVER PARi1T10NS. FKE Ngll !3J IOd Cd10! W EOUµ 23'-9 . 2T-6', B 31'-5' UNIT VIDTHS SECTION 13 5p P$F ALL FLOORS CEILING AIST TO PNtµLEL RgFLERS. FKE WIR p> LBO COMOIt Q EDUµ If0 MPH AND 140 MPH VINO SPEEDS 23'-B 2T-b', G 31'-5- UNIT 'JIDTH$ I P.KT[R i0 RATE. iC[ 14ALL 110 MPH ANO 140 MPH VINO .DEEDS •2) 16d [g00t W COUµ BU PSF GROUND ->N04 LOAD P BRKE Tp EACX STUD AND PLATE. FKE NAIL Q> Btl CdRBIN OR EDWL OR 4!i PSF 1st FLOOR / 30 PSF ALL OTHER FLOOR` RU P`F GROUND =NOV LOAD 1b STAPLE'., l 3H• SECTION 4 23-8', 2T-6', B 3l'-e' UNIT VIDTHS ~ SECTION 14 50 P ~ ALL FLOWYS P.6' SNEAtNING TO EKN BEARING, FKE MALL C2> Btl CmR10N W [DUK W IIU MPH AND 140 MPH VINO SPEEDS 23'-8 2T-6', 6 31'-6' UNIT VIDTHS !2) STAplCS. 1 3/P 110 MPH qND 140 MPH VINO SPEEDS PnB• SNMTNING TO EKN BEAP.ING, GAGE NAIL ID Bd CQMMM W EOWL W 100 P$F GROUND SNDV LOAD l00 P$P GROUND SNOV LOAD <ID STAPLES.I 3/4• SECTION $ aU PSF 1st FLOOR / 30 PSF ALL OTHEP. FLOORS SU PSF ALL FLOORS 1O°r~~1Y" 23'-e' 2T-5'. B 31'-5' LWIT WIpTH$ SECTION 1S q+ VIDEP THAN PxB' SNEAtHilr 10 EKx BEARING. FKE NAIL !3J Btl CNYON OR EDURL tB1 IIX MPH AND Ilfl MPH VINO SPEEDS 23'-R'. 2T-6', 31'-5' UNIT VIDTH` ~a~_-_°t~-•~LL q> _TpPLEi. 1 ]/4• ILO MPH ANO 100 MFH 4lNU .PEEDS + BUILT-IJP CORNER STUDE IOU CpM01 OP EOUµ 24• [pi CENTEP c'S P$F GPOUNO `NOV LOAD ~ SECTION 6 4U PSF ALL FLOORS 25 PSF GROUND 'NOV LORD BUILT-UP GIP.pERC qND BEAMC. 2 INCH LUNBEP LAY[RS xgll CKn LAYEP )2• W f-ENTER STgGGEPED SECTION J 6 1011 PSF ALL FLWRS iw EOIM~1 W [OWL qT TOP qnp BoTTp1 VITN TVD NAILS AT 23'-R', 2T-5'. G 31'-M.' UJ1T VIDTHS °3'-R'. 2T-5', B 31'-b' UNIT VIDTHS CWOS YJD Ar EACH SPLICE ?N MPH AND UU MPM VINO SPEEDS ILO MPH AND 140 MFH VINO :PEEDS 121 16tl CUOION W EOUM, 0.f EA[N BEARING 4U PSF GRGUND 'NOV LOAD 1/B• TMEPIUPLY t0 IRgMING LIO6' STRUCTURµ BRKE I I/4' LEG. )/16' CROVN 90 PSF GkOUNU `NOV LOAD [AYKC[w ixiRB M sr. VITN Ylt1E0 JOINt TON CENTEP Ai µL EDGCS qND SECTION ] 40 PSF ALL FLOORS 100 PSF ALL FLOORS 16 GNJTF STATILE W fOUµ 6' CBi [EMEP IN1[RMEDIATC FRgnINa 23'-8'. 27'-5'. E 31'-n.' UJ1T VIDTHc SECTION 77 )/16. OS8 $HEP1NINa ID PPgMING ILO MPH AND 140 MPH VINO SPEEDS 23'-@'. 2T-5', 6 ?I'-5' UNIT WIDTH. 6tl fpMlpN OR EQUAL 6' ON CENTER DIRECT EDGES AND IIU MPM qND 14U MPH VINO SPEEDS 4g0P NEA.y 12' OH C[NTCP MTF.RMEOIATE 5U PSF fiROUND 'NOV LOAD 9Y'F'uy. 4. Ig/32' PLTV®D SHEATHING ip FPANING 5tl [pp1~1 W CpUµ 6' d CENTER DIRECT EDGES ANO 10 P$F ALL FLOORS 60 PSF GROUND 'IJOV LOAD `4'1`F 12. ON F.ENICP INTERMEDIATE SECTION $ IOU PSF ALL FLOORS ~ d '3'-8'. c'T-b'. E 31'-5' UNIT VIDTH`_ SECTION i6 2'+'-e• 27._5', G 31'-5' VNIT V10THS q g/B• Tl-U 9d GALygIJ12ED OR EDNAL 6' ON CENNER DIRECt EDGES qND IIU NPH ANU l44 MPH VINO $PEEDS IIU MPH AlJO lop MPH WINO SPEEDS ¢ 12' ON FCNtCP INTEP.MEUIpiC o R4iP P0.YSTYREME INSULATUN SXEPTXING IW1 EaV DIG 16 GAUGE STAPLE 6' Q! CENTCP DIRECT EDGES ANU BU PSF 1]PUUNU `NOV LOAD DD PSF GROUND WOV LOAp 12' Ox FENTEP INTERMEDIATE SECTION g 4[I PSP ALL FLOORS 100 PSP ALL FLOORS 1/2' POLL MCE? PRTISDCYAMIRATE 11/P LANG, I' nINIMUn CROVN B' ON CCNTER DIRCCT EpGCS qND 23'-B'. 2T-5', B 31'-b' IJIJIT VIDTHS SECTION 19 23'-e', 27._5., s 31'-6' UNIT VIDTH: oYOYII VIBE SUFLE W EGVAL 12' ON CENTEP INIERMEOiA TE IIU MPH ANU 140 MPH VINO SPEEDS IIU MPH qND 14U MPH 4IND :PEEDS VINDpV TO E%TERIOR VµL 1 3/4' R06ING NAILS 16' pN CENTEP OIPE[i NgIL TOG PSF GROUND `NOV LOAD INSULATION TO $TODS FRICTION FIT 4U PSF ALL FLOORS 100 PSF GADIJNU SIJOV LOAD vlxil SIDING 3/8• HEgO. I v2• LNKI SIDING NAIL 16. OM CEN1EO DIRECT NgIL SECTION 1 O .3'-8'. 27•-5'. c. 31'-5' UNIT VIDTH[ SECTION QQ 100 PSF ALL FLOORS )Ya PIAA'Pl VINYL SIDING INSTALLED DIPERLY TO POLYSTYRENE INSULATIOn 0.113'. 0.120' W 9.131. Olq SIDING NAIL 16• W FCNTCR DIPECi wLL 23 -R'. cT-6', 31'-5' UNIT VIDTH°, ~~~~/'7^'' lC Ml~lrn~ ^_HEgiNING IIU NPH AIJD 140 MPH VINO .PEEDS 110 MPH qND 140 MPH ViND $PEEDS .~yy. O L+ / I MIN. 1 I/P PCNETP.gTIDN INTO ~~L` `lO~`I~ `~L' VOOD FRANIIY >I7L R?VTf Jlt. Y/PD/tDUflC, PA I>I4t (4>01 BJ>-lJJJ IAl (4701 J]>-RBPo GEIJERAL NpTE~ TYPICAL FASTENING SCHEDULE AND I ~ 1. SEE UJOIVIOUAL FLpOP PLAIIi AIlO SECT IOI IS rpR noA[ wrpR)IAnrnl CALCULATIONS MANUAL INDEX s' wH REV evc .o KW II/B: 10 A5~