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Home My WebLink About31998-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-32111 Date: 12/29/06 THIS CERTIFIES that the building NEW DWELLING Location of Property: 55 PLUM (HOUSE NO.) County Tax Map No. 473889 Section 15 ISLAND LA (STREET) Block 5 Lot ORIENT (HAMLET) 24.30 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MAY 5, 2006 pursuant to which Building Permit No. 31998-Z dated MAY 17, 2006 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 SINGLE FAMILY DWELLING (MODULAR) WITH ATTACHED DECKS AS APPLIED FOR. The certificate is issued to JOSEPH W JETT (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-05-0224 11/28/06 ELECTRICAL CERTIFICATE NO. 110529C 11/06/06 PLUMBERS CERTIFICATION DATED 10/18/06 REDWING PLUMBING&HEATING thorized Signature Rev. 1/81 Electrical Inspection Certificate Issue Date 11/6/06 Electrical Inspection Service, Inc. 375 Dunton Avenue EastPatchogue, New York 11772 (631) 286-6642 Application Number 110529C Issued To: Street: Village: Section: Mr. Jell 55 Plum Island lane Orient Block: Zip: 11957 Lot: Town: Southold Contractor: Anything Electric ILl Lie. # 5220-E Was examined and found to be in compliance with the National Electrical Code. [J Commercial 0 NV Defects 0 Pool 0 1st Floor [)(] Indoor [)(] Basement 0 Hot Tub IKI Residential 0 Del. Garage IKI Attic 0 2nd Floor IKI Outdoor 0 Addition I] Survey ISwitches I 2 I Dishwasher Receptacles 2 Fixtures GFI 1 Heaters AlC Fans Washer/Amps 9 Dryer/Amps Oven Range/Amps Microwaves Furnace Oil Gas Circulators 1 x 1 Meter Amps Phase UG/OH Jacuzzi 1 200 1 /IX Smoke Detector 1 Bell Transformer Television CO Detector Bldg. Permit: Other Equipment i200amp main breaker panel/20amp iI,,;ejj--i ~isconnect I [ [ J~ Rough Inspection: Inspector: Final Inspection: 11/03/2006 Inspector: John Mc Mahon III This certificate must not be altered in any manner. Inspectors may be identified by their credentials. TO: Mike Page 2 of:2 2006-10-140:3:04:28 (GMT) 1-609939-0028 :;rom: Josel=lh Jett T_U.U,$30i!$1liklll R<4d P.O.1lol: J l~ SllIoIbckl. N"",Yo'k U971.om ...tllSl) '!6S.lB,Z3 ToletlllcM (Ql) 1iS5.18O.t OU!tJ)ING oePMTMBI'Il" TOWN OF SOVTHOLD CERTIFICATION . Dale: Building Permit No. _______._____ ___~___._ _____ ~\m~~S~~[~~lt'i------------ '~~ piumber:~~~~~'t>< ~~~.~~,,~~ ~ (please print) . 1 certifY that the solder used in the water supply system contains less thM 2110 of 1% lead. ~lumbers 8i a ------ ANITA M. Notary Public. Stall 01 York No. 4913401 Qualified. in Suffolk~ 07' Convniasion ExpiIM -- -- . FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 31998 Z Date MAY 17, 2006 Permission is hereby granted to: JOSEPH W JETT 4307 39TH PLACE SUNNYSIDE,NY 11104 for : CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING (MODULAR) AS APPLIED FOR at premises located at 55 PLUM ISLAND LA ORIENT County Tax Map No. 473889 Section 015 Block 0005 Lot No. 024.030 pursuant to application dated MAY 5, 2006 and approved by the Building Inspector to expire on NOVEMBER 17, 2007. Fee $ 1,048.20 ~~ Authorized Signature ORIGINAL Rev. 5/8/02 - j {q9Ft TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING I STRAPPING [ ~NAL [ ] FIREPLACE & CHIMNEY [] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONS11IUCTlON [ ] RRE RESISTANT PENETRATION - REMAZ;,~o( ~ INSPECTOR - 319q<f~ TOWN OF SOUTH OLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSU ION [ ] FRAMING I STRAPPING [FINAL [ ] FIREPLACE & CHIMNEY [] FIRE SAFETY INSPECTION [ ] RRE OANT CONSTRUCTION [ ] FIRE RESISTANT PENETRAnoN REMAR~: 0~tuSN..i {J <>{- L~ ~MI ~ - . f~- L /d-IJ ~ ~ ~ ~~ c/~~ DATE (i rr;/o t INSPECTOR 311 <7P-i:- TOWN OF SOUTHOlD BUilDING DEPT. 765.1802 INSPECT N [ ] FOUNDATION 1 ST ROUGH PlBG. [ ] FOUNDATION 2ND [] INSULATION [ ] FRAMING I STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS:-ffh .i cr-t..~ cri- ' DATE INSPECTOR ~ ~ ?,tQ'1ft- TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] FOUNDATION 2ND [ [ ] FRAMIN~RAPP~[ [ ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION REMARKS: &J~/\ !:.;n~ '-~ / (J{C. - DATE INSPECTOR 3 ~C\ '1r <(? C TOWN OF SOUTH OLD BUILDING DEPT. 765.1802 SPECTION [ [ [ ] FOUNDATION 2ND [ [ ] FRAMING I STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION REMARKS: c DATE ~ II'~t INSPECTOR STEPHEN ROSSETTI ARCHITECT --.-- \f~. \;__\' \\ ,~- , , \/i j\JN \ :J IV..., V:1J,;ZOCl6 .' , -- ~_._~ r: \, '\' '~ ~ ~ \ '\ o , ---~ Town of Southold Building Department Main Road PO Box 1179 Southold, NY 11971 To whom it may concern: 28 TURTLE COVE DRIVE SOUTHAMPTON, NY TELEPHONE: 631-283-5352 Re: Joseph Jett 55 Plum island Dr. Orient, N.Y. Permit #31998 The foundation walls were poured on June 7, 2006 and the modular house arrives on June 21,2006. When the Modular house arrives on June 21, 2006 fourteen days will have passed and the foundation will have developed 70 - 80 percent of final strength, this should be sufficient to hold the modular. The foundation wall will be back filled to three feet before the house arrives. The Contractor will take full responsibility for the foundation. Sincerely, ~ Stephen Rossetti 12~ n ., , FIELD INSPECTION REPORT DATE 11:./ ...0 ~- // FOUNDATION (1ST) -----------------.------------.----- FOUNDATION (2ND) ROUGH FRAMING & PLUMBING . INSULATION PERN. Y. STATE ENERGY CODE FINAL , t6 / Milt,- I t " ~ "-' COS ~. :;>) ~ ~ ~ 1/' ...RX / ~'///} 1// L/ t>>", ~ ~ -.n~ .,n.... ~~ , 61Jrl tLif~. LVE- t ( "'~ , 2.-0 ~'" \)~ :2 0 '.J! . VI '" ""\)'"' r-~ ~~ ~ , D\ 5: ~~ ~ :;'"' I&:' flL. h/. 1/ ! '/7 Y*- ,#, 7;:-~.Il cpf., . ~ \ /.1 /L~.V r// / /1.& /)." /J/. Iy.."/ ~;; " 1///; /r. ' /!/1, / / . ~ , .. ....,., - 1/, 1"-1. /.. "~~,A"c /. "'" JArL ,~- /JN~,l..V 0 I / ~"MJ ~.L I j~'..,/ f-.~~ 'fiJ~", ..!, /lrT rho.L) 0' -~ t4St!.A1~Jr, ~_1_ ~ LJ~....- ~~ U" L -nJ (\1' d. '", r:i,t.l ~. .J.. I-lAJ,!.u:L- A..1. P..IJ.r",~r, 2:- P');i'/.A./Jj\ /-,; ~,;., JJd,:'"./.\ k" ~r!,.L Lt-v,-=- J.. .h-\ '/.th.7~ r:~~J'jJ..!. 'L/ ~JA~~. & /1 ~,L', -.f/J / I - d;:y.-/ IUH)/"JA Cl LA /'/J /{/f" ,t;d B..,..,J -m"L.?~ l 'I r;;.'M_JD fL < J ~ .. PIP'. ;,r,,-}6 7 AD'"jliIDNAIt COMMENTS II -V v {/ "L. {J (I.K dt_ , k. l\ ~ " -\ o (, ::E Q\~ (\ ~, 4 ~l"l \:><1 ......'" ,)~ , '"' CJ .... --J~ ~::t: 7~ C) '"' UI::t: I 0 D l"l 'IJ ::l V' :r December 5, 2006 Office of the Town Clerk Permit# 31998Z, Health Dept. ref# RI0-05-0224 To Whom It May Concern: Enclosed please find my application for my certificate of occupancy. This includes all of the necessary paperwork for your approval. I would also like to confirm that I, Joseph Jett, would like my former builder/general contractor Scott Mckay (of Turnkey Modular Homes) removed from all of my applications. Several months ago, he abandoned my house project. At this point my name only should appear on every application. All inquires should be sent to my attention to 43-07 39th Place, Sunnyside, N.Y. 11104. Please call me with any questions at I 917 837-2603. Thanks for your help. Sincerely, Joseph Jett 55 Plum Island Lane Orient Point, New York 11957 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 r' r r: " 5 BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board ofHeaith 3 sets of Building Plans Planning Board approval Survey Q/7y'if6 Check Septic Form N.Y.S.D.E.C. Trustees Contact: Mail to: PERMIT NO. Examined Approved Disapproved aI c ' Expiratiou II ;/1,20E I I~, I Building Inspector Phone: Ml- 7rJto APPLICATION FOR BUILDING PERMIT Date ,r:; it:; I INSTRUCTIONS , 206.6 a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 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 Penuit. d. Upon approval of this application, the Building Inspector will issue a Building Penuit 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 penuit 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 pr,pperty 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 penuit 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 South old, 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. ~J-Ol 3qf..fJI({J(/..,;.W~ ;'J"i!/{OV (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder ~. :'Meph -Jeff- Name of owner of premises (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~~ ;,2 r L/301 b I. Location of land on which proposed work will be done: ,:; :) .p \ IA \'^ \ s \ C>J' t1 Lv. f',.....Q House Number Street o 12-\~ Hamlet , . County Tax Map No. 1000 Section I.r- Subdivision Block (;) 5" Filed Map No. ~~ ,v" '(Lot> ',2tJ,:5 t) -f:ot ' (Name) Alteration (Description) 5. If dwelling, number of dwelling units If garage, number of cars (To be paid on filing this application) Number of dwelling units on each floor:3 is...d.v'''''''.........s ~ :;J....,,'" :;=/00_ 6. Ifbusiness, commercial or mixed occupancy, specify nature and extent of each ty],'e of use. 7. Dimensions of existin,g structures, if any: Front /!/ A Rear Depth Height ~ ~ r,..:.' Number of Stories ~ Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories L/K/ /' ljr>. Depth "7/6/1 8. Dimensions of entire new construction: Front ~ Rear 7 t:> ' ~ Height ;:JC; / I. (I Number of Stories ;). ~ 9. Size oflot: Front /7r:;-1 Rear :J~~ ( Depth::2/? / . 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO 'X 13. Will lot be re-graded? YES X NO_Will excess fill be removed from premises? YES_NO)( . 14. Names of Owner of premises Address Phone No. Name of Architect ~~~~!J~ Address~~~~.I~~1t;one NocQ~~- "l.~S"" 0( Name of Contractor Address one No. ,::;,/t7-10/() ~ 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES _NO ~ * IF YES, SOUTH OLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES_NO_ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ) ~()Sel ~ ~e i\- being duly sworn, deposes and says that (s)he is the applicant (Name of in 'vidual signing contract) above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. of Applicant lPECONJC SURVEYORS, PoCo P.O. Box 909 1230 TRAVELER STREET SOUTHOLD, N.Y. 11971 631-765-5020' FAX 631-765-1797 John T. Metzger, L.S. ....UNE 2, 2006. tf 1e.- TO WHOM IT MAY CONCERN SCTM# 1000-15-05-24.30 , THE AREA WHERE THE PROPOSED HOUSE AS SHOWN ON A SURVEY OF SUFFOLK COUNTY TAX MAP 1000-15-05-24.30 BY PECONIC SURVEYORS DATED MAY 8TH, 2006, IS ABOVE ELEVATION 10 N.I3.V.D. YOURS TRULY, 4!:f!1~ L.S. C::c: TURN-KEY MODULAR HONES "5 i i,.. I' ,. -- -"n- o '. '.J.' ~ I. l.---.lQ:---..:....2.cTHOLD I I I Date: 05/05/06 Transaction(s): 1 1 Cash Town Of South old P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Reference 3590 Septic Permit - Construct - Resid. Total Paid: Name: Jell,Joseph 43-07 39th Place Sunnyside, NY 11104 Clerk 10: MICHELLE Subtotal $10.00 $10.00 Internal 10: 3590 . , . ~Vind Speed 120 3 SG NY Desiqn Specifications - Attachment-1 Home Ident. (Job No.): Site Location: C"L~ ~_38J~52__' ..~-...--. ',", ".'~ Orient, NY Suffolk Co. Design Loads: Ground Snow Load: Seismic Category: Wind Speed: (3 Sec. gust) Floor LL: (liv'g / Slp'g) Floor DL: 45 B 120 40 / 30# 10# Applicable Bldg Codes: Residential Code of NYS NYS ECCC 2002 - See Attached REScheck NEC 1999 Occupancy Classification: Construction Type Classification: 1 Family Detached Wood Framed Unprotected Index of Addtl. Specific Dwgs: Floor Plan Factory Connections(110&120 wind) Electrical Plan Field Connections Sht 7a_1 (110&120wind) Foundation Field Connections Sht 7a_2(11 O&120wind) Elevations Simpson Cut Sheets(110&120wind) References: Window/Door Schedules - System Dwgs. Sht 3c Calc. Manual - 55 Design Sidewall Studs - Pg 97 Marr. Wall Studs - Pg 212 Floor Joist - Pg 2 (55 psf Manual) Attachment - 1 PR 8cl",o9J{ ~ f--- J.J ~ .' . "I NY Desiqn Specifications - Attachment 2 55 Ground Snow - 24/26/28 Wide - Ranch - 9112 Exterior Header Schedule Symbol Header Max. Span Calc Ref A 3-2x6 SPF 2/1 4'-9" 593 B 3-2x8 SPF 2/1 6'-1" 593 C 3-2x10 SPF 2/1 7'-5" 593 D 3-2x12 SPF 2/1 8'-7" 593 E 3-1.5"x5.5" ML 6'-4" 594 F 3-1.5"x7.25" ML 8'-5" 594 G 3-1.5"x9.25" ML 10'-9" . 594 H 3-1.5"x11.25" ML 12'-:,2" 594 Marr Wall Header/Beam Schedule Symbol Header Max. Span Calc Ref 1 2-2x4 SPF 2/1 4'-9" 616 2 2-2x6 SPF 2/1 7'-0" 616 3 2-2x8 SPF 2/1 S'-10" 616 4 2-2x10 SPF 2/1 10'-9" 616 5 1-2x10 SPF 2/1 7'-7" 614 6 1-1.5"x9.25" ML 11'-6" 615 7 2-1.5"x9.25" ML 14'-7" 617 Attachment - 2 . , , ~. NY Desiqn Specifications - Attachment 3 , 55 Ground Snow - 24/26/28 Wide - Two Story - 9/12 Exterior Header Schedule Symbol Header Max. Span Calc Ref A-1 3-2x6 SPF 2/1 4'_0" 601 B-1 3-2x8 SPF 2/1 5'-1" 601 C-1 3-2x10 SPF 2/1 6'-3" 601 D-1 3-2x12 SPF 2/1 7'-3" 601 E-1 3-1.5"x5.5" ML 5'-11" 602 F-1 3-1.5"x7.25" ML 7'-10" 602 G-1 3-1.5"x9.25" ML 10'-0" 602 H-1 2-1.5"x11.25" ML 9'-10" 600 1-1 3-1.5"X11.25"ML 12'-1" 602 Marr Wall Header/Beam Schedule Symbol Header Max. Span Calc Ref 1-1 1-2x12 SPF 2/1 5'_8" 625 2-1 1-1.5"x11.25" ML 10'-1" 626 3-1 2-2x6 SPF 2/1 4',...5" 628 4-1 2-2x8 SPF 2/1 5'-8" 628 5-1 2-2x10 SPF 2/1 6'-11" 628 6-1 2-2x12 SPF 2/1 8'-0" 628 7-1 2-1.5"x9.25" ML. 11'-10" 629 8-1 2-1.5"x11 .25" ML 14'-3" 629 9-1 2-1.5"x9.25"&11.25 ML 17'-0" 630 Attachment - 3 .. .- Permit # Permit Date RES check Software Version 3.7 Release 1 b Compliance Certificate Project Title: Job # 38852 Tumkey/Jett Report Date: 02/01106 Energy Code: New York State Energy Conservation Construction Code Suffolk County, New York Detached 1 or 2 Family Non~Electric 16% 5750 Location: Construction Type: Heating Type: Glazing Area Percentage: Heating Degree Days: Construction Site: Owner/Agent: Designer/Contractor: Darryl Mincemoyer Premier Builders. A Division of Muncy Homes,- Inc. 1567 PA Route 442 East, P.O. Box 337 Muncy, PA 17756 570-546-8915 dmincemoyer@premier-builders.com Compliance: Passes Maximum UA' 444 Your Home UA 401 -:> 9.7% Better Than Code (UA) Assembly Ceiling 1: Flat Ceiling or Scissor Truss: Ceili~g 2: Flat Ceiling or Scissor Truss: Wall 1: Wood Frame, 16n C.C.: Window: 22 x 65 W: Vinyl Frame, Double Pane with Low.E: Window: 30 x 37 W: Vinyl Frame, Double Pane with Low-E: Window: 34 x 65 W: Vinyl Frame, Double Pane with Low-E WIndow: 96 x 57 WBay: Vinyl Frame, Double Pane with Low-E: Window: DH7248RT W: Vinyl Frame, Double Pane with Low-E: Door: 64 x 80 2 Sidelites: Solid: Door: 72 x 80 Vinyl SGD: Glass: Door: 32 x 80 9 Lite: Solid: Floor 1: All-Wood JoistfTruss, Over Unconditioned Space: Floor 2: All-Wood JoistfTruss, Over Unconditioned Space: ..... . ..: -... - - .. - . '. . ~. ..- 9 1284 2680 20 31 138 77 33 38 120 19 9 1284 38.0 38.0 18.0 0.0 0 0.0 39 0.0 137 0.350 7 0.350 11 0.350 48 0.350 27 0.350 12 0.270 10 0.360 43 0.350 7 0.0 0 0.0 60 19.0 19.0 Statement of Compliance: The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of his/her knowledge, belief, and professional judgment, such plans or specifications are in compliance with this Code. 2-1-06 Builder/Designer Company Name Premier Builders Date Darryl Mincemoyer Project Notes: 1~ Caculations reflect only that portion of the unit assembled in the factory. Job # 38852 Tumkey/Jett Page 1 of5 .. .. 2- Builders or contractors may supply and install the required floor andfor Foundation wall insulation. 3- For basements remaining unconditioned spaces, the builder shall enclose basement stairs. The walls surroundiing the basement stairs shall be insulated and protected with a vapor barrier. The builder is responsible for supplying - all materials. Job # 38852 Tumkey/Jett Page 2 of 5 .. l~ RES check Software Version 3.7 Release 1 b Inspection Checklist Dale: 02101/06 Ceilings: o Ceiling 1: Flat Ceiling or Scissor Truss, R-38.0 cavity insulation Comments: o Ceiling 2: Flat Ceiling or Scissor Truss, R-38.0 cavity insulation Comments: Above-Grade Walls: o Wall 1: Wood Frame, 16" O.c., R-18.0 cavity insulation Comments: Windows: o Window: 22 x 65 W: Vinyl Frame, Double Pane with Low-E, V-factor: 0.350 For windows without labeled U-factors, describe features: #Panes _ Frame Type Thermal Break? _ Yes _ No Comments: o Window: 30 x 37 W: Vinyl Frame, Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: #Panes _ Frame Type Thermal Break? _ Yes _ No Comments: o Window: 34 x 65 W: Vinyl Frame, Double Pane with Low-E. U-factor: 0.350 For windows without labeled U-factors, describe features: #Panes _ Frame Type Thermal Break? _ Yes _ No Comments: o Window: 96 x 57 WBay: Vinyl Frame, Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: #Panes _ Frame Type Thermal Break? _ Yes _ No Comments: o Window: DH7248RT W: Vinyl Frame, Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: #Panes _ Frame Type Thermal Break? _ Yes _ No Comments: Doors: o Door: 64 x 80 2 Sidelites: Solid, U-factor: 0.270 Comments: o Door: 72 x 80 Vinyl SGO: Glass, U-factor: 0.360 Comments: o Door: 32 x 80 9 Lite: Solid, U-factor: 0.350 Comments: Floors: o Floor 1: All-Wood JoisUTruss, Over Unconditioned Space, R-19.Q cavity insulation Comments: o Floor 2: All-Wood JoisUTruss, Over Unconditioned Space, R-19.0 cavity insulation Comments: Job # 38852 Tumkey/Jett Page 3 of 5 .. c Air Leakage: o Joints, penetrations, and an other such openings in the building envelope that are sources of air leakage must be sealed. o Recessed lights must be 1) Type Ie rated, or 2) installed inside an appropriate aff-tight assembly with a 0.5" clearance from combustible materials. If non-Ie rated, the fixture must be installed with a 3" clearance from insulation. Vapor Retarder: o Required on the warm-In-winter side of all non-vented framed ceilings, walls, and floors. Materials Identification: o Materials and equipment must be installed in accordance with the manufacturer's installation instructions. o Materials and equipment must be identified so that compliance can be determined. o Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. o Insulation R-values and glazing U-factors must be c1earty marked on the building plans or specifications. Duct Insulation: o Supply ducts in unconditioned attics or outside the building must be insu~ated to R-8. o Return ducts in unconditioned attics or outside the building must be insulated to R-4. o Supply ducts in unconditioned spaces must be insulated to R-8. o Return ducts in unconditioned spaces (except basements) must be insulated to R- o Return ducts in unconditioned spaces (except basements) must be insulated to R-2. . Insulation is not required on return ducts in basements. Duct Construction: o All joints, seams, and connections must be securely'fastened with welds, gaskets. mastics (adhesives), mastic-plus-embedded-fabric, or tapes. Tapes and mastics must be rated UL 181A or UL 181B. Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pal. o The HVAC system must provide a means for balancing air and water systems. Temperature Controls: o Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: o Separate electric meters are required for each dwelling unit. Fireplaces: o Fireplaces must be installed with tight fitting non-combustible fireplace doors. o Fireplaces must be provided with a source of combustion air, as required by the Fireplace construction provisions of the BuNding Code of New York State, the Residential Code of New York State or the New York City Buifding Code, as applicable. Service Water Heating: o Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. o Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: o Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: o All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: o HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F must be insulated to the levels in Table 2. Job # 38852 Tumkey/Jett Page 4 of5 lI", ',.. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Heated Water Temperature (CF) Up to 1" Upto 1.25" 1.5" to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Non-Circulating Runouts Circulating Mains and Runouts Table 2: Minimum Insulation Thickness for HVAC Pipes Piping System Types Heating Systems Low PressurefTemperature Low Temperature Steam Condensate (for feed water) Cooling Systems Chilled Water, Refrigerant and Brine Insulation Thickness in Inches by Pipe Sizes 2" Runouts 1" and Less 1.25" to 2.0" 2.5" to 4" 1.0 1.5 1.5 2.0 0.5 1.0 1.0 1.5 1.0 1.0 1.5 2.0 0.5 0.5 0.75 1.0 1.0 1.0 1.5 1.5 Fluid Temp. Range("F) 201-250 120-200 Any 40-55 Below 40 NOTES TO FIELD: (Building Department Use Only) Job # 38852 TumkeyfJett Page 5 of 5 ., 12729/2004 15:51 518-486-4487 NYSDOS CODES PAGE 02/03 f' .~ J_~J STATE OF NEW YORK DEPARTMENT OF STATE 4 I STATE STREET' ALSANY, NY I 223 I -000 I GE.O~oe: E-. PATAKl GOVI!:I'INOFl RANDY" A. DANIEI-.$ SECRETA.RY QF .s'T^~ Dccember 29., 2004 Mr, Robert E, Hoffman Director of Engineering MuncyHome$, [nc,' P,O. Box 246" RoUte 442 East Muncy, FA 17756 I , i RE: M 1387-02..tl70RENEWAL System approval- CONDITIONAL t i ! t I j Dear Mr, Hoffman: In reference to your written request dated December 9, 2004, your original approval dated December 18, 2002 to construct Factory Manufactured Detached One- and Twfl-Family Dwellings and Multiple Single- Family Dwellings (fownllouses) System of ModelS designated M 1387-02-070, is hereby renewed as authorized under 9 NYCRR 1209. This approval will remain In effect until December] 8,2006 unless sooner revoked, 8rld is subject to renewal thereafter. Supplemental Conditions of Approv~l In addition, the condltjo~$ under which system approval is granted are: l.The manufacturer is to submit to the Division a duplicate of the permit set for cach dwelling to be installcd in New York State, Each p.ennit set Is to be sealed and signed by an architect or engineer registcred in New York State and is to bear that architect or engineer's certi:fication that "the pians and specifications of the permit set are derived from and consistent with the plans and specifications associated with this approval on fiI. with tbe .DivisioD aDd this cODditio"al approvallettcr." The certifYing architect or engineer may not be affiliated or associated with the ,manufacturer's quality assurance agcncy. The following arc specific requirements regarding the contents of the penn it set i , , : U. A set of drawings comprising at a minimum: l.Ll Cover sheet which conta.ins information on: - Project location - Design criteria: listing of applicable design loads such as Gro\llJd Snow Load, Seismic Design Category, Wind Speed,. Live Loads, Dead Loads, etc. - Applicable building codes and desigri specifications t i r ~ i , ;, ...:-~ - Energy code information: statement by pr<lfessional of compliance with Energy CO"",<el1iation Construction Code of New York Slate, 2002 $ditiorJ. Method of compliance and pertinent documentation shall be provided. - Occupancy classification - Construction type class in cation - General notes - Index of drawin~ www. OOS.$TATE. ~Y. L,!5 t::~M"'IL: IIIolF'O(~D09.9TATE.NY.US l"~"W::I,.~C"_P" . 12/29/2004 15:51 518-486-4487 NVSDOS CODES PAGE 03/03 Robert E. Hoffman December 29,2004 Page 2 . Manufacturer's title block . Certification, by design professional, of derivation frQm approved system set drawings and this conditional approval letter 1. 1.2 Elevations I. 1-3 Floor plans which convey the information on: . Required and prov,dedlight, ventilation, egress, window and door schedules - Unambiguous identification of structural members . Smoke detectors and GFCI Interrupt protection 1.1.4 Foundation plan 1.1-5 Building cross section with Information on: - Building integration (module connections) details . Location of required tire stopping - Roof truss bracing and structural connection; 1. L6 Roof system - Special requirements addressed (such as sliding, drifting or unbalanced snow load conditions) C'- - _ . . . . 1.1.7 Non-typical details (such as prow roof, cantilever beams, etc.) 1.2 Summary of references to system for selection of structural members. 1.3 Each page of drawingS and calculations should be signed, sealed, and dated by New York State registered design professional. 2. The manufacturer wHI submit a weekly report summarizing Oisting) all permit sets with infoITllation about project location, production serial number, and NYS insignia number. 3.The manufaetorer wi1l promptly address the deficiencies of submittals. 4. The system conditional approval is subject to terminalion upon evaluation of compliance with the provisions of the Uniform Code. 5. The Division will conduct quality control review of permit set submittals to evaluate compliance with the above conditions and with the provisions of the Residentz'al CQde ofNew York State. Deficieocies will be reported to Manufacturer name and are to be promptly addressed. . The approval is indicated by the New York State Department of State "Stamp of Approval" placed on the originally submitted set of plans and by this qualifying Jetter dated December 29,2004, A copy ofilic first two pages ofthis letter shall accompanye"ch set of pia os submitted for a building permit and be deemed a duplicate originaL . ~<f Ronald . 'piester, ~.A.. -- Director . Division of Code Enforcement and Administration ~-.- cc: PFS Corporatio.11 File OZ-l)70. wpd f i f E 1 !' ~ , -"- ._~ ~' , , 1 I ! I i i' I , ; , , ~ I ; f , ! i . JAN 3 1 2006 SHEARWALL DESIGN (per 1995 WFCM) PREMIER BUILDERS A DIY. OF MUNCY HOMES, INC A ,/ / /' / " ". / ". ...." / - / -r BUILDING INFORMATION: JOB NUMBER = 060070 DATABASE NUMBER = 38852 pLAN NUMBER = TURNKEY/JETT FIRST FLOOR LENGTH 0N 1} = 27.5 ft SECOND FLOOR LENGTH CN 2) = 27.5 ft FIRST FLOOR LENGTH (l,) = 48 ft SECOND FLOOR LENGTH (L2) = 48 ft TRUSS: SPACING (Toe)= 16 in STUD SPACING (SaC) = 16 in MAX. UNRESTRAINED OPENING HEIGHT = 6.75 ft WIND SPEED (FASTEST MilE) = 100 mph MEAN ROOF HEiGHT ADJUSTMENT FACTOR (CMRH) = 1 WALL HEIGHT ADJUSTMENT FACTOR (CWH) = 1 ...,----" P:\2006\060070\S12_24wiOe;<;30_2story-mullC'f_xIS Page 1 of 17 1/20/2006 SHEARWALL DESIGN (per 1995 WFCM) PREMIER BUILDERS A DIV. OF MUNCY HOMES, INC SHEARWALL SUMMARY: FIRST FLOOR ENDWALL: 7/16M O~B EXTERIOR (BLOCKED) w17/16M aSB INTERJOR (BLOCKED} WITH 8d COMMON NAILS SPACED AT 2" EDGE FIRST FLOOR SIDEWAll: 7/16" ass EXTERIOR (UNBLOCKED) wI 112" GWB INTERIOR WITH 3d COMMON NAILS SPACED AT 6" EDGE SECOND FLOOR ENDWALL: 7/16" CSS EXTERIOR (BLOCKED) wI 112" GWB INTERIOR WITH 8d COMMON NAILS SPACED AT 6" EDGE SECOND FLOOR SIOEWALl: 7/16" ass EXTERIOR (UNBLOCKED) w/1/Z" GWB INTERIOR WITH ad COMMON NAILS SPACED AT 6" EDGE CONNECTION SUMMARY: CONNECTIONS TO BE AS SPECIFIED OR EQUIVALENT UPUFT CONNECTIONS REQUIRED TRUSS TIE DOWN: USE A SIMPSON H10 EACH TRUSS 2nd FLOOR STUD TO TOP PLATE: USEA 1S x 26 ga~STRAPwl (12) 16 ga STAPLES EACH END, EACH STUO 2nd FLOOR STUD TO FLOOR BAND: USEA 1Sx 26 93. STRAP wI (12) 16 9a STAPLES EACH END, EACH STUD 1st CEIL1NG BAND TO 2nd FLOOR BAND USE A SIMPSON LST A 18 @ 35" ON CENTER 1st FLOOR STUD TO CEILING BAND: USE A 1.5" x 26 ga. STRAP wI (12) 16 ga STAPLES EACH END, EACH STUD 1st FLOOR STUD TO FLOOR BAND: USE A 105M x 26 g3. STRAP wI (12) 16 ga STAPLES EACH END, EACH STUD FLOOR BAND TO SILL PLATE CONNECTION: USE A SIMPSON LSTA12@5SMONCENTER OR CONNECTION TO WITHSTAND AN UPLIFT FORCE OF 830 Ibs LATERAL CONNECTIONS TRUSS TO TOP PLATE CONNECTION: USE (3) 0.131" x2S COMMON NAIL (TOENAILED) PER TRUSS PLATE TO PLATE CONNECTION: ATTACH WITH 0.131" x 2S COMMON NAIL (FACE NAILED) AT r ON CENTER PLATE TO STUD CONNECTION: USE (4) 0.131M x 2_5~ COMMON NAIL (ENDNAILED) PER STUD BOTTOM PLATE TO FLOOR CONNECTION: ATTACH WITH O.131M x 2S COMMON NAil (FACE NAILED) AT r ON CENTER HORIZONTAL FLOOR DIAPHRAGM CONTINUITY ~ECOND FLOOR MODULE TO MODULE CONNECTION AT FLOOR RIMBAND: (ALONG MATE LINE) USE A MIN. OF (10) 1/2" DIA. THRU BOLTS ". MODULE TO MODULE CONNECTION AT FLOOR RIMBAND: (AT ENDWAlLS) USE A (2) 1 S x 22 g3_ STRAP wI (39) 16 ga. STAPLES EACH END FIRST FLOOR MODULE TO MODULE CONNECTION AT flOOR RIMBANO: (ALONG MATE LINE) USE A MIN. OF (8) 1/2" DIATHRU BO, TS MODULE TO MODULE CONNECTION AT FLOOR RIMBAND: (AT ENDWALLS) USE A (2) 1 S x 22 g3, STRAP wI (39) 16 g3. 8T APLES EACH END P:\2006\060070\S12_24wi(jex~O _2story-muncy.xls. Page 2 of 17 1/20/2006 SHEARWALL DESIGN (per 1995 WFCM) PREMIER BUILDERS A DIV_ OF MUNCY HOMES, INC SHEAR CONNECTIONS SECOND FLOOR ENDWAlL RIMBAND TO BOTTOMITO? PLATE CONNECTION: USE 0.182" x 3.5" COMMON NAIL (TOENA/LED)@ 3- ON CENTER SECOND FLOOR SIDEWAll RIMBAND TO BOTTOMfTOP PLATE CONNECTION: USE 0.162- x 3.5" COMMON NAIL (TOENAILED)@ 16" ON CENTER FIRSTFLOORENDWALL RIM BAND TO SILL PLATE CONNECTION: USE O. 162- x 3S COMMON NAIL (TOENA/LED) @ 2" ON CENTER SILL PLATE TO FOUNDATJON CONNECTION: USE 1/2" ANCHOR BOLTS@ 17" D.G OR USE 518" ANCHOR BOL IS @ 23" D.C FIRST FLOOR SIDEWALL RIMBAND TO SILL PLATE CONNECTION: USE 0.162" x 3.5" COMMON NAil (TOENA/LED) @ 11- ON CENTER SILL PLATE TO FOUNDATION CONNECTION: USE 112" ANCHOR BOLTS@72"D.C OR USE 518" ANCHOR BOLTS@72"D.C HOLDDOWN CONNECTIONS SECOND FLOOR CORNER HOLDDOWN: NO PHYSICAl HOLDDOWN REQUIRED SECOND FLOOR CORNER STUD CONNECTION: FASTEN CORNER STUDS 2 ROWS OF 16d COMMON NAILS @ 16~ ON CENTER OR USE (8) 1/4" DIA. LAG SCREWS FIRST FLOOR CORNER HOLDDOWN: NO PHYSICAL HOLDOOWN REQUIRED FIRST FLOOR CORNER STUD CONNECTION: FASTEN CORNER STUDS 2 ROWS OF 16d COMMON NAILS @ 6~ ON CENTER OR USE (21) 1/4" OIA LAG SCREWS FOUNDATION SHEAR FORCES FIRST FLOOR ENOWALl = 19765 Ibs FIRST FLOOR SIDEWAll = 7726 Ibs a: I to '_ J- w ~- e _ f? 11 e.>-).-/I itv~SS\O't\_.~~._ y '.....--- P:12005\060070\512_24wide!<3G_2SlOry-.munc:y.;cls Page 3 of 17 1/20/2006 SHEARWALL DESIGN (per 1995 WFCM) APPLICABILITY LIMITATIONS: MEAN ROOF HEIGHT (MRH) ::: NUMBER OF STORIES ::: FIRST FLOOR WIDTH rw I) ::: SECOND flOOR WIDTH rw v::: FIRST FLOOR LENGTH (l1) ::: SECOND FLOOR LENGTH (Lz) ::: BUILDING ASPECT RATIO {UW)::: FLOOR JOIST DEPTH ::: MAX. VERTICAL FLOOR OFFSET ::: FLOOR ASPECT RAllO (UW)::: MAX. FLOOR DIAPHRAGM OPENING WIDTH ::: MAX. FLOOR DIAPHRAGM OPENING LENGTH ::: FIRST FLOOR HEIGHT (H1J::: SECOND FLOOR HEIGHT (H.ti ::: CEILING ASPECT RAnD (LIW)::: MIN. SHEARWAlL SEGMENT (H I 3.5) ::: ROOF PITCH ::: 30.3 ft 2 27.5 ft 27.5 ft 48. 48. 1.75 9.25 in o in 1.75 12.92' \ 11.333 ft 8. 8. 1.75 2.29 ft 9/12 PREMIER BUILDERS A DIV. OF MUNCY HOMES, INC Sf;f': Wt/'lO Q)ll)~N (P(t.LdU\f[U tJ DESIGN DOES NOT MEET LIMITATIONS OF THE WFCM METHODOLOGY* SEE ADDITIONAL CALCULATIONS CONNECTION INFORMATION: TRUSS TO PLATE CONNECTORS SIMPSON H2.S SIMPSON H10 FLAT STRAPS 1S x 26 ga. STRAP wi (12) 16 9a STAPLES EACH END 1S x 22 ga. STRAP wi (20) 16 ga. STAPLES EACH END 1S x 20 ga. STRAP wI (23) 16 ga. STAPLES EACH END (2) 1.5~ x 22 ga. STRAP wI (39) 16 ga. STAPLES EACH END (2) 1.5" x 20 ga. STRAP wI (46) 16 9a. STAPLES EACH END HOLDDOWNS w/1112" EDGE DISTANCE MINIMUM 8" STEM WALL ASSUME 3000 psi Fe CONCRETE SIMPSON LSTHD8RJ SIMPSON STHD10RJ SIMPSON STHD14RJ (2) SIMPSON STHD14RJ 112N DfA. THRU BOLT 1/2" ANCHOR BOLT Si8" ANCHOR BOLT 1/4" DlA. LAG SCREW 0.131" x 2.5" COMMON NAIL (FACE NAILED) 0.13-1" x 2.5" COMMON NAIL (TOENAILED) 0.131" x 2S COMMON NAIL (ENDNAILED) 0.162" x 3S COMMON NAIL (TOENA/LED) z= 365 Ibs z= 850 Ibs z= 631-rbs z= 10551bs z= 1266 lbs z= 21651bs z= 2600 Ibs z= 1950 Ibs z= 3230 Jbs 4430 Ibs " z= z= 8860 Jbs ....~.--. z= 725lbs z= 1 056 Jbs z= 1488 Ibs z= 320 Jbs z= 90lbs z= 74lbs z= 60 Jbs z= 1591bs NOTE: SIMPSON CONNECTORS & FASTEN VALUES ASSUME SPF FRAMING MATERIAL ANCHOR BOLT VALUES ASSUME OFISP VALUES P:\2006\0600701512_24widex30_2SI0ry.mum:y->:1s Page 4 of 17 1/20/2006 SHEARWALL DESIGN (per 1995 WFCM) PREMIER BUILDERS A DIV. OF MUNCY HOMES, INC DESIGN UPLIFT LOADS ROOF & CEILING ASSEMBLY DEAD LOAD = WALL DEAD LOAD (WDL) = FLOOR DEAD LOAD (FDL) = ROOF SPAN = TRUSS SPACING [TOC)= STUD SPACING (sac) = FIRST FLOOR HEIGHT (H1) = SECOND FLOOR HEIGHT (H2) = 15 psf 12 pst 10 pst 27.5 ft 16 in 16 in 8. 8' UPllFT CONNECTION LOAD: (FROM TABLE 2.2A. 1995 WFCM) AT 24' = 335 pit AT 36' = 474 pit AT 27.5' (wup)= 376 plf Pup = Wup* TOC"CIdRH= Pup = 376ptf" 16in"1/12= PUP = 501 Ibs " REQUIRED TRUSS TIE DOWN: USE A SIMPSON H1Q EACH TRUSS OR CONNECTION TO WITHSTAND AN UPLIFT FORCE OF 5011bs REQUIRED SIDEWALL STUn TIE DOWN LOADING: 2nd FLOOR STUD TO TOP PlATE; P2lp= wup" sac= 376" 16/12= 501 Ibs 2nd FLOOR STUD TO FLOOR BAND: P2lb= Pztp-O.6"WDL"H2"'SOC= P2lb= 5011bs - 0.6 .12 pst"8ft" 16in f 12 = 424 Ibs 1st FLOOR STUD TO CEILING BAND: P'cll= P2fb-O.6*FDL*W2!4*SOC= P1ctJ= 4241bs -0,6 *10 psf*'27.5ft!4 *16 in! 12 = PlctJ = 369 lbs 1 st FLOOR STUD TO FLOOR BAND: P1fb = PlctJ-0.6 *WDl* HI * sac;::: P1fb= 3691bs -0.6*12 psf*'Bft*' 16 inl 12 = 292 Ibs USE A 1.5" x 26 ga. STRAP wI (12) 16 ga STAPLES EACH END, EACH STUD OR EQUAL OR CONNECTION TO WITHSTAND AN UPUFT FORCE OF 5011bs SIDEWALL 1st CEIllNG BAND TO 2nd FLOOR BAND CONNECTION: SIDEWAlL UPLIFT AT PERIMETER BAND: Wsp= P2lp.66 = 501Ibs-66= 326 ptf CHECK SPACING OF SIMPSON LSTA18: SIMPSON LSTA18 z= 970 Ibs SOC= Z/wsp= 35 in ON CENTER USE A SIMPSON LSTA18@35"ON CENTER OR CONNECTION TO WITHSTAND AN UPLIFT FORCE OF 970 Ibs P:12005\060070\512_24.widex30_2slory-muncy.:ds Page 5 of 17 1/20/2006 SHEARWALL DESIGN (per 1995 WFCM) PREMIER BUILDERS A DIV" OF MUNCY HOMES, INC SIDEWALL 1st FLOOR BAND TO SILL PLATE CONNECTION: SIDEWALL UPLIFT AT SILL PLATE: W-sp= P'lb/SOC-O.S""FDL"Wl/4= Wsp= 292Jbs*12116in-O.6*10psf*27.5ft/4 = Wsp == 178 ptf CHECK SPACING OF SIMPSON LSTA12: SIMPSON LSTA12 z= 830lbs STRAP OC = Z/wsp= 830 Ibs f178 plf= 56 in ON CENTE USE A SIMPSON LSTA12@ 56" ON CENTER OR CONNECTION TO WlTHST AND AN UPLIFT FORCE OF 830 lbs CHECK BENDING IN RIMBAND: OSlo 2x10 SPF #2 RIMBAND DESIGN VALUES: SECTION MODULUS (5) = ALLOWABLE BENDING (fb) = 42.66 in3 875 psi MMAX= W.p" aGel = 8 MMA)( = 178 pit" (56/12)^2 = 8 5809 in-lbs APPLIED fb = M...x. s 5809 in-lbs = 42.66 in^3 136 psi ALLOWABLE BENDING (fbJ = 875 psi > APPLIED fb = 136 psi Del. 2x10 SPF #2 RIM BAND IS OK LATERAL LOAD AT RooF/CEILlNG DIAPHRAGM ROOF SPAN = ROOF PITCH = 27.5 ft 9/12 AT 27.5' (wl-per')= 325 plf ~ "V; m ' "t-, ~. ". '%a 0"'[.0,," .! If . ,-"~ ....... /1 - I '\""'~SS\o"'t" ~': ]' ..,.---"..,.? " WIND PERPENDICULAR TO RIDGE: AT 24' = AT 36' = (TABLE 2.58, 1995 WFCM) 300 plf 385 plf WI-per = wi-per' ~ CMRH "" Cwt; = Wl-per= 325 plf"" 1 .1 = WI-per:: 325 plf P:\2006\06G070\512_24widex30_2SI0ry-n;uncy.xls Page 6 of 17 1120/2006 SHEARWALL DESIGN (per 1995 WFCM) PREMIER BUILDERS A DIV. OF MUNCY HOMES, INC WlND PARALLEL TO RIDGE: (TABLE 2.5C, 1995 WFCM) AT 24'= 190 plf AT 36' = 235 plf AT 27.5' (wl-para')= 203 plf w.,.para = w~pa~'" ~RH " Cwtt = WI-par.a = 203 plf*1 "1 = Wj..para = 203 pit LATERAL LOAD AT FLOOR DIAPHRAGM WIND PERPENDICULAR TO RIDGE;' (TABLE 2.58,1995 WFCM) F4.per'= 285 plf F4.per = Fl.;..pe,'" Ct.4RH " CWH= F4per=285pIP1*1= F4.,.,= 285 plf WIND PARAlLEL TO RIDGE: (TABLE 2.se, 1995 WFCM) F4.par.I'= 205 p~ F~= ~'''CMRH''CWH= F"-'= 205p~'1'1 = F"-' = 205 p~ LATERAL FRAMING CONNECTION LOADS FROM WIND: (TABLE 2.1,1995 WFCM) (FOR ROOF.TQ-PLATE, PLATE-TO-PLATE, PlATE-TO-STUD, AND PLATE-TQ-FLOOR) W>-I' = 141 plf W\-W;1II = WI-w:ll1'" CMRH = 141 plf" 1-= MULTIPLIER @ 24" D.C. (M 24) = 2 MUL TIPUER @ 1S" C.C. (M 16) = 1.33 141 plf -. TRUSS TO TOP PLATE CONNECTION: Pc= wl-wal"M= 141 plf"16in= 188 Ibs # OF O.131N x 2S COMMON NAIL (TOENAILEO) REQUIRED = !'c z 1881bs 74Jbs 3 NAilS USE (3) 0.131" x 2.5" COMMON NAIL {TOENAILED} PER TRUSS PLATE TO PLATE CONNECTION: SPACING OF 0.131" x 2S COMMON NAIL (FACE NAILED) = Z* 12 90Ibs.12= 141 pif 7 in a.c. W~w:l1I ATTACH WITH 0.131" x 2.5" COMMON NAIL (FACE NAILED) AT T' ON CENTER P:\2006\060070\512 _24widex30 _ 2SlOry-muncy.~1s Page 7 of 17 1/20/2006 SHEARWALL DESIGN (per 1995 WFCM) PLATE TO STUD CONNECTION: PREMIER BUILDERS A DIV. OF MUNCY HOMES, INC PC=WI-w3l*M16= 141plf*1.33= 4 NAILS # OF 0.131" x 2S COMMON NAIL (ENDNAILED) REQUIRED = 1881bs Eo z 1881bs 60lbs BOTTOM PLATE TO FLOOR CONNECTION: USE (4) 0.131" x 2.5" COMMON NAIL {ENDNAllED} PER STUO SPACING OF 0.131- x 2S COMMON NAIL (FACE NAILED) = Z"12 ATTACH WITH 0.131" x 2.5'" COMMON NAIL (FACE NAILED) AT 1" ON CENTER W,_ 90100 "12 = 141 plf 7 inO.C. SECOND FLOOR ENDWALL SHEATHING LENGTH REQUIREMENTS FIRST FLOOR LENGTH 0N f):;: SECOND FLOOR LENGTH [IN ,) = FIRST FLOOR LENGTH (Li) = SECOND FLOOR LENGTH (L,) = SHEARWALL TYPE: SHEATHING EDGE ad NAIL SPACING = SHEARWALL STRENGTH (V) = MIN. SHEARWALL SEGMENT LENGTH = FULL HEIGHT SHEATHING PROVIDED = 2nd FL PERCENT FULL HEIGHT SHEATHING= 2nd FL. MAX. UNRESTRAINED OPENING HEIGHT = 2nd FL. PERFORATED ADJUSTMENT FACTOR (Cp) = 2nd FL. NUMBER OF SHEARWAlLS (Nend) "" 27.5 ft 27.5 ft 48ft 48ft 7116- OSB EXTERIOR (BLOCKED) w/112- GWB INTERIOR 6 in O.C. (8d NAILS OR EQUIVAlENT) 436 pit (TABLE 3.170, 2001 WFCM) 2.3 ft 21.5 ft 78 % 6.75 ft 1.16 (TABLE 3.16, 1995WFCM) 2 SHEARWALL REACTION (Rend"" L2 - w1-per I Nen:l = R"".,,= 48ft'325p~/2= 7795 Ibs MIN. LENGTH SEGMENTED SHEARWALLS (lsw ) = Renj21 V = 7795 100 f 436 "" 17.9 ft PERFORATED FULL HEIGHT SHEATHING LENGTH REQUIRED (ENDWALL) = Cp. Lsw = 17.88.1.1E 20.74 ft PERFORATED FULL HEIGHT SHEATHING REQUIRED = 20.74ft < PERFORATED FULL HEIGHT SHEATHING PROVIDED = 21.5 ft ENDWALL SHEARWALlS OK P;\2006\060070\5t2_24wide:<30_Zstory.muncy.xls ",I III ,. J ~- ~" e ~ '. ~"<> O,[,,~~... 'J'/ ., <"A' O"\4.~~ # ., '- .0t-~S5\ ~f -'-.-' Page 8 of 17 1/20/2006 SHEARWALL DESIGN (per 1995 WFCM) PREMIER BUILDERS A DIV. OF MUNCY HOMES, INC SECOND FLOOR HORIZONTAL FLOOR DIAPHRAGM CONTINUITY: MODULE TO MODULE CONNECTION AT FLOOR RlMBANO: (ALONG MATE LINE) (DEEP BEAM HORIZONTAL SHEAR) Vf= .~ = 285plf'"48ft= 2 2 6840 lbs # 112- DIA THRU BOLT = Y... Zll2BOLT 68401bs 725 Ibs 10 BOLTS USE A MIN. OF (10) 112" DI~ THRU BOLTS TO ATTACH MODULE TO MODULE ALONG MATE LINE MODULE TO MODULE CONNECTION AT FLOOR RIMBAND: (AT ENDWALLS) ~HORDFORCECDNTINU~ T= F'p-'*(L/21 = 4 285plf*4Bft /2= 4 17101bs USE A (2) 1.S- x 22 ga. STRAP wi (39) 16 ga. STAPLES EACH END TO ATTACH MODULE TO MODULE AT EACH ENDWALl OR CONNECTION TO WITHSTAND AN lENSILE FORCE OF 1710 Ibs SECOND FLOOR ENDWALL: UPLIFT DUE TO OVERTURNING SECOND FLOOR WIDTH 0N 2) = SHEARWALL REACTION (R"",) = WALL HEIGHT (H) = 27.5 ft 7795 Jbs 8 ft UPLlFTFORGE{U~= ~.H/W2= 7795Ibs"8ft/27.5ft= UE2 = 2268 lbs SECOND FLOOR ENDWALL: SHEAR CONNECTIONS SEE PAGE 17 FOR CONNECTION DESIGN SECOND FLOOR wrOTH (W 2) = SECOND FLOOR LENGTH (L2) = FL~per= W~r-= 1/2N ANCHOR BOLT 5/8N ANCHOR BOLT 0.162" x 3S COMMON NAIL {TOENAILED} P:\2005\050070\512 _24widex30 _ 2Slory-mu~cy..xls 27.5 ft 48 ft 285 plf 325 plf z= z= z= 1056 Ibs 1488 Ibs 159lbs ....-. Page 9 of 17 1/2012006 SHEARWALL DESIGN (per 1995 WFCM) RIMBAND TO BOTTOMJTOP PLATE CONNECTION: # TOENAILS PER FOOT = # TOENAILS PER FOOT = TOENAil SPAClNG = PREMIER BUILDERS A DIV. OF MUNCY HOMES, INC LAT= (FL~per+W~)= 285 plf+ 325 ptf= 610 plf v= LAT"'LJ2= 610plf"'48ft/2= 14635 Ibs V/Z/W= 14635Ibs/1S9Ibs/27.5ft= 3.3 NAILS 1ft USE D.162n x 3.5" COMMON NAIL (TOENAJlED)@3"ON CENTER 121#= 12/3.3= 3 .C.C. FIRST FLOOR ENDWALL SHEATHING LENGTH REQUIREMENTS FIRST FLOOR WIDTH rN 1)= SECOND FLOOR WIDTH eN v = FIRST FLOOR LENGTH (L1) = SECOND FLOOR LENGTH (L2J = SHEARWALL TYPE: SHEATHING EDGE ad NAIL SPACING = SHEARWALL STRENGTH (V) = MIN. SHEARWALL SEGMENT LENGTH = FULL HEIGHT SHEATHING PROVIDED = 1st FL. PERCENT FULL HEIGHT SHEATHING= 1st FL. MAX. UNRESTRAINED OPENING HEIGHT = 1st FL PERFORATEOADJUSTMENTFACTOR(Cp) = 1st FL NUMBER OF SHEARWALLS (Nerd) = 27.5 ft 27.5 ft 48ft 48ft 7/16- aSB EXTERIOR (BLOCKED) wl7116W OSS INTERIOR (BLOCKED) 2 in O.C. (Bd NAILS OR EQUIVALENT) 1680 pIt (TABLE 3.170, 2001 WFCM) 2.3 ft 14.5 fl 53 % 6.75 ft 1.4 (TABLE 3.16, 1995WFCM) 2 SHEARWAll REACTION (~1) = ll" ~ I Nenj + Renoz = Rem, = 48 ft .. 285 pit /2 + 7795 Ibs = 14635 lbs 146351bs I 1680 pit = 8.7 ft MIN. LENGTH SEGMENTED SHEARWALLS (4. ) = ~1 I V = 12.20 ft PERFORATED FULL HEIGHT SHEATHING LENGTH REQUIRED (ENDWALL) = Cp" Lsw = 8.7ft'"1.4= PERFORATED FULL HEIGHT SHEATHING REQUIRED = 12.2 ft < PERFORATED FULL HEIGHT SHEATHING PROVlDED = 14.5 ft ENDWALL SHEARWALL$ OK ALL EXTERIOR SHEATHING TO BE BLOCKED UNO P:\2006\06007Cl\512_24wide;t30_2story-muncy.;tls SHEARWALL DESIGN (per 1995 WFCM) PREMIER BUILDERS A DIV. OF MUNCY HOMES, INC FIRST FLOOR HORIZONTAL FLOOR DIAPHRAGM CONTINUITY: MODULE TO MODULE CONNECTION AT FLOOR RIM BAND: (ALONG MATE LINE) (DEEP BEAM HORIZONTAL SHEAR) Vf= {3*F'p~/4)*L= 2 # 112- orA. THRU BOLT = YL ZV280lT 3/4'"285plf*48ft= 2 5130 Ibs 5130 lbs = 725 Ibs 8 BOLTS USE A MIN. OF (8) 112" DlA.THRU BOLTS TO ATTACH MODULE TO MODULE ALONG MATE LINE MODULE TO MODULE CONNECTION AT FLOOR RIMBAND: (AT ENI?WAlLS) (CHORD FORCE CONTINUITY) T= (3*F'p-/41*(l/2) = 4 3 f 4" 285 plf * 48 ftf 2 = 4 1283 Ibs USE A (2) 1.5"" x22ga. STRAPwf (39) 16 ga. STAPLES EACH END TO ATTACH MODULE TO MODULE AT EACH ENDWALL OR CONNECTION TO WITHSTAND AN TENSILE FORCE OF 1283lbs FIRST FLOOR ENDWALL: UPLIFT DUE TO OVERTURNING FIRST FLOOR WIDTH 0N 1) ::: SHEARWALL REACTION (R.,.,,) = WALL HEIGHT (H) = 27.5 ft 14635 Jbs 8ft UPUFTFORCE (UE1) = RencJ," H/W1 + uE2= UEl ::: 14635 fbs * 8 ft /27.5 ft + 2268 Ibs ::: 6526 Ibs FIRST FLOOR ENDWALL: SHEAR CONNECTIONS seE PAGE 17 FOR CONNECTION DESIGN FIRST FLOOR WIDTH (W 1) = FIRST FLOOR LENGTH {L1l = F4-pe= W~p<!4'= 112" ANCHOR SOL T 518" ANCHOR SOL T O.162~ x 3S COMMON NAIL (TOENAILED) P:\2006\060070\512_24widex30_2story-muncy.xls 27.5 ft 48 ft 285 pit 325 plf z= z= z= 1056 Ibs 14881bs 1591bs Page 110117 1/20/2006 SHEARWALL DESIGN (per 1995 WFCM) PREMIER BUILDERS A DIV_ OF MUNCY HOMES, INC RIMBAND TO SILL PLATE CONNECTION: LAT= (F4.II<<+WI-per+3*FL,.per/4)= tAT= 285plf+325pff+3*285pIf/4= v= LAT*L/2= 824plf*48ft/2= # TOENAILS PER FOOT = V/Z/W= 19765IbsJ1591bs/27.5tt= TOENAIL SPACING = 121#= 12/4.5= USE 0.162" x 3.5" COMMON NAIL (TOENAILED)@2'"ON CENTER SILL PLATE TO FOUNDATION CONNECTION: P:\2006\060070\512 _ 24wiClex30 _ 2stO'Y-muncy.xls # 112" ANCHOR BOLTS ::: V/Z= 19765Ibs/1056lbs= BOLTSPACING= (W-2)I(N-1)= (27.5ft-2)1(19-1)= USE 112" ANCHOR BOLTS @ 17"" D.C ANCHOR BOLTS TO BE A MIN. OF 4" AND A MAX. OF 1'.0" FROM CORNERS # 518W ANCHOR BOLTS = V I Z = 19765 Ibs /1488 lbs::: BOLTSPACING= (W-2)I(N-1)= (27,5 ft. 2) I (14.1) = USE 518" ANCHOR BOLTS @ 23" D.C ANCHOR BOLTS TO BE A MIN. OF 4" AND A MAX. OF 1'-0" FROM CORNERS 2 "D.C. 824 plf 19765 100 4.5 NAILS I ft 19 BOLTS 17 in 14 BOLTS 23 in ~,: " Page 12 of 17 1/20/2006 . SHEARWALL DESIGN (per 1995 WFCM) PREMIER BUILDERS A DIV. OF MUNCY HOMES, INC SECOND FLOOR SIDEWALL SHEATHING LENGTH REQUIREMENTS FIRST FLOOR WIDTH (W 1) = 27.5 ft SECOND FLOOR WIDTH ON:V = 27.5 ft FIRST FLOOR LENGTH (li) = 48 ft SECOND FLOOR LENGTH (Lv = 48 ft SHEARWALL TYPE: 7/16~ OSS EXTERIOR (UNBLOCKED) w/1f2" GWB INTERIOR SHEATHING EDGE 8d NAIL SPACING = 6 in a.c. (ad NAILS OR EQUIVALENT) SHEARWALL STRENGTH (V) = 330 pit (TABLE 3.170, 2001 WFCM) MIN. SHEARWALL SEGMENT LENGTH = 2.3 ft FULL HEIGHT SHEATHING PROVIDED = 30.667 ft 2nd FL. PERCENT FULL HEIGHT SHEA THING= 64 % 2nd FL. MAX. UNRESTRAINED OPENING HE1GHT = 6.75 ft 2nd FL PERFORATED ADJUSTMENT FACTOR (Cp) = 1.28 (TABLE 3.16, 1995 WFCM) 2nd FL NUMBER OF SHEARWALLS (Nside) = 2 SHEARWALL REACTION (Rme2) = W2" w1-par:a I Nsicle = R,ide2 = 27.5 ft * 203 pit I 2 = 2793 Jbs MIN. LENGTH SEGMENTED SHEARWALLS (L,.. J = R".,,,,/V = 2793 Ibs I 330 plf = 8.5 ft PERFORATED FULL HEIGHT SHEATHING LENGTH REQUIRED (SIDEWALL) = Cp * Lsw = 8.S-1.28= 10.8 ft PERFORATED FULL HEIGHT SHEATHING REQUIRED = 10.83 ft < PERFORATED FULL HEIGHT SHEATHING PROVIDED = 30.67 ft SIDEWALL SHEARWALLS OK SECOND FLOOR SIDEWALL: UPLIFT DUE TO OVERTURNING SECOND FLOOR WIDTH PI' ,) = SECOND FLOOR LENGTH (L2) = SHEARWAU REACTION (Rsjde2) = WALL HEIGHT (H) = 27.5 ft 48ft 2793 Ibs 8ft UPLIFT FORCE (U52) = Rme2 * H! L2 = 2793Ibs'"Sft!48ft= 4651bs SEE PAGE 17 FOR CONNECTION DESIGN P:12006\060070\512_24widex30_2.story-muncy.xls SHEARWALL DESIGN (per 1995 WFCM) SECOND FLOOR SIDEWALL: SHEAR CONNECTIONS SECOND FLOOR wrOTH 0N 2) ::: SECOND FLOOR LENGTH (L,) = F4pdr.1= W~r,;,= 112" ANCHOR BOLT 5/8" ANCHOR SOL T 0.162" x 3S COMMON NAIL (TOENAILED) RIMBAND TO BOTTOMfTOP PLATE CONNECTION: PREMIER BUILDERS A DIV. OF MUNCY HOMES, INC 27.5 ft 48ft 205 pit 203 pit z= z= z= 1 056 lbs 1488 Ibs 1591bs LAT::: (FL~para + Wl-P3(':1F 5612 Ibs 205 plf + 203 plf::: 408 plf # TOENAILS PER FOOT ::: v= LAT"W/2= 408plf*27.5fl/2= V IZI L= 5612 Ibsl 159 Ibsf48 ft::: 0.7 NAilS 1ft TOENAIL SPACING ::: USE 0.162" x 3.5"' COMMON NAIL (TOENAILED)@ 16'" ON CENTER 12/#= 12/0]= 16.0.C. FIRST FLOOR SIDEWALL SHEATHING LENGTH REQUIREMENTS FIRST FLOOR WIDTH 0N t}::: SECOND FLOOR WIDTH ryv,) = FIRST FLOOR LENGTH (ll)::: SECOND FLOOR LENGTH (L,) = SHEARWALL TYPE; SHEATHING EDGE ad NAIL SPACING = SHEARWAlL STRENGTH (V) ::: MIN. SHEARWALL SEGMENT LENGTH::: FULL HEIGHT SHEATHING PROVIDED::: 1st FL PERCENT FULL HEIGHT SHEATHING= 1st FL. MAX. UNRESTRAINED OPENING HEIGHT = 1st FL. PERFORATED ADJUSTMENT FACTOR(Cp) = 1st FL. NUMBER OF SHEARWALLS (Nside) = 27.5 ft 27.5 ft 48ft 48ft 7/16" aSB EXTERIOR (UNBLOCKED) wi 1/2" GW8 INTERIOR 6 in O.C_ (8d NAILS OR EQUIVALENT) 330 plf (TABLE 3.170, 2001 WFCM) 2.3 ft 27.17 fl 57 % 6.75 fl 1.35 (TABLE 3.16,1995 WFCM) 2 SHEARWALL REACTION (Rside1) = W 1 . F4parn INside + Rsue2 = Rsidel = 27.5 ft., 205 pit I 2 + 2793 Ibs :: MIN. LENGTH SEGMENTED SHEARWALLS (lsw ) = Rsidet/V = 56121bs 56121bs I 330 plf = 17.0 fl 23.0 ft I PERFORATED FULL HEIG.HT SHEATHING LENGTH REQUIRED (SIDEWALL) = Cp'" Lsw = 17"1.35= PERFORATED FULL HEIGHT SHEATHING REQUIRED = 22.96 ft < PERFORATED FULL HEIGHT SHEATHING PROVIDED:: 27.17 ft SIDEWALL SHEARWALLS OK P:\2006\060070ISl2_24widexJO _2stary-muncy.xls " SHEARWAll DESIGN (per 1995 WFCM) FIRST FLOOR SIDEWAll: UPLIFT DUE TO OVERTURNING FIRST FLOOR WIDTH 0N,) = FIRST FLOOR LENGTH (Ll) = SHEARWALL REACTION (~r.o:l1) = WALL HEIGHT (H) = 27.5 tt 48ft 5612 Ibs 8ft UPLIFT FORGE (VEt) = Rentr,. H Il1 + US2 = VEl = 5612Ibs" 8 It} 48 ft + 465 Ibs = SEE PAGE 17 FOR CONNECTION DESIGN FIRST FLOOR SIDEWAll: SHEAR CONNECTIONS FIRST FLOOR WIDTH (W ,) = _FIRST FLOOR LENGTH (ll) = f4,.,. = W~par.I= 1/2- ANCHOR BOLT 5/8" ANCHOR BOLT 0.162" x 3S COMMON NAIL (TOENAILED) 27.5 ft 48ft 205 p" 203 pit z= z= z= 1056 Ibs 1488 Ibs 1591bs RIMBAND TO SilL PLAlE CONNECTION: tAT= (FL~p;lra+W~+3.F~J4)= LAT= 2OSptf+203ptf+3"205plf/4= v= LAT"W,/2= 562plf*27.5ft/2= # TOENAILS PER FOOT = PREMIER BUilDERS A DIV, OF MUNCY HOMES, INC 1401 Ibs 562 plf TOENAIL SPACING = 12/#= 12/1= 1t.C.C. V/ZlL,= n26Ibs/159Ibs/48ft= 1.0 NAILS/ft 7726 Ibs USE 0.162" x 3.5" COMMON NAIL (TOENAllED)@ 11- ON CENTER SILL PLATE TO FOUNDATION CONNECTION: # 1!2~ ANCHOR SOL TS = V J Z= m6Ibs/l056Ibs= BOLTSPACJNG= (l-2)f(N-l)= (48ft-2)1(8-1)= USE 1/2" ANCHOR BOLTS @72"C.C ANCHOR BOLTS TO BE A MIN. OF 4" AND A MAX. OF 1'.0" FROM CORNERS # 5l8~ ANCHOR BOLTS = V fZ = 7726 !bs/14881bs = SOL T SPACING = (L - 2) I (N - 1) = (48ft-2)/(6-1)= USE 5fS" ANCHOR BOLTS @ n'. D.C ANCHOR BOLTS TO SEA MIN. OF 4" AND A MAX. OF 1'.0" FROM CORNERS P:\2006\060070\512_Z4wid!!J<30_2slory-mUllcyJ<ls 8 SOL TS 72 in 6 BOLTS ",l ... w, .~. l~ ,.' ;/'/; "<,> ,."- /1 '-. iI10"'f:S5\O~~ .~_ :r P,a~t-f7 112012006 SHEARWALL DESIGN (per 1995 WFCM) COMBINED CORNER HOLDDOWN REQUIREMENTS UPLIFT FORCES: (SEE ABOVE FOR CALCULATIONS) 2nd FLOOR ENDWALL UPLIFT FORCE (Ud = 2nd FLOOR SIDEWALL UPLIFT FORCE (Usz) = 1st FLOOR ENDWALL UPLIFT FORCE (UE1) = 1st FLOOR SIDEWAU UPLIFT FORCE (Us,) = 2268 Ibs 465 Ibs 6526 Ibs 1401 Ibs DEAD LOADS: FIRST FLOOR WIDTH fY'Il) = SECOND FLOOR WIDTH 0N ~ = FIRST FLOOR LENGTH (ll) = SECOND FLOOR LENGTH (L~ = FIR~T FLOOR HEIGHT (H,) = SECOND FLOOR HEIGHT (H:z) = ROOF & CI;:ILlNG ASSEMBLY DEAD LOAD (ROL) = WALL DEAD LOAD (WDL) = FLOOR DEAD LOAD (FDL) = 27.5 ft 27.5 ft 48ft 48ft 8ft 8ft 15 pst 12 pst 10 pst SIDEWALL SECOND FLOOR CORNER: ROOF DEAD LOAD = 0.6" ROL" W2" L2/8;::: ROOF DEAD LOAD = 0.6" 15 pst. 27_5 ft.. 48 fi/8 = WALL DEAD LOAD = 0.6" (WDL" H2" L2 f 2) = 0.6.'2 pst.. 8 ft.. 48 ft/2 = TOTAl DEAD LOAD = 1485 + 1382 = SIDEWALL FIRST FLOOR CORNER: WALL DEAD lOAD = 0.6" (WDL .. H1 .. l1/ 2) = WAlLOEADLOAD= O.6*12psf*Sft.4BftJ2= 2nd FLOOR DEAD LOAD = 0.6" FDL "W 2 "L2/8 = 2nd FLOOR DEAD lOAD = 0,6" 10 pst"27.5 ft"48ft/8 = TOTAL DEAD LOAD'" 1382 + 990 '" ENDWALL SECOND FLOOR CORNER: WALL DEAD LOAD = 0.6" (WDL " H2 .. W 2/ 2) = WALL DEAD lOAD'" 0.6" 12 pst.. 8ft" 27.5 fti 2 = ENDWAlL FIRST FLOOR CORNER: WALL DEAD lOAD = 0.6" (WDl" H," W 1/2) = WALL DEAD LOAD::= 0.6" 12 pst" 8 ft.. 27.5 ft / 2::= P:\2006\060070\512_24widex30_2Slory-muncy.xls PREMIER BUILDERS A DIV. OF MUNCY HOMES, INC 1485 Ibs 1382 Ibs 2868 Ibs 1382 Ibs 990 Ibs 2373 Ibs 792 Ibs 7921bs a: , '" }!# '<l1 e~~ . ".. ~);, $ 'j' ., ~ ~ '\.. i/illoi,."=s.stO~~r,~ ~ ..,.-:-. #~ '. Page 16 of 17 112012006 SHEARWALL DESIGN (per 1995 WFCM) PREMIER BUILDERS A DIV. OF MUNCY HOMES, INC SECOND FLOOR CORNER HOLD DOWNS UPLIFT FORCE = 2268 Ibs (MAX OF SECOND FLOOR UPLIFT FORCES) SECOND FLOOR DEAD lOAD (DL2) = 2868 Ibs + 792 Ibs == 3660 Ibs HOLDDOWN FORCE = 3660 Ibs - 2268 Ibs = -1392 Ibs NO PHYSICAL HOLD DOWN REQUIRED SECOND FLOOR CORNER STUD CONNECTION l6d COMMON NAIL ALLOWABLE SHEAR (Z) = 184 Ibs . UPLIFT FORCE (U) = 2268 Ibs (MAX. OF SECOND FLOOR UPLIFT FORCES) NAIL SPACING (2 ROWS) = 2*H*Z == 2*Sft*184!bs= U 2268 100 16 inO.C. # OF 1I4~ OIA LAG SCREW REQUIRED == J1 z 22681bs 320lbs 8 LAG SCREWS FASTEN CORNER STUDS 2 ROWS OF 16d COMMON NAILS@ 16" ON CENTER OR USE (8) 1/4"DIA. LAG SCREWS FIRST FLOOR HOLD DOWNS UPLIFT FORCE = 6526 Ibs (MAX. OF FIRST FLOOR UPLIFT FORCES) NO PHYSICAL HOLDDOWN REQUIRED -299 Ibs FIRST FLOOR DEAD LOAD (DL1l = 2373 Ibs .;. 2868 Ibs + 792lbs + 792 Ibs = HOLDDOWN FORCE = 6526 Ibs - 6825 Ibs = FIRST FLOOR CORNER STUD CONNECTION 16d COMMON NAIL AlLOWABLE SHEAR (Zl = 184 Ibs UPLIFT FORCE = NAIL SPACING (2 ROWS) = 2*H*Z = 2*Sft*184Ibs= U 6526 Ibs 6 in O.C. # OF 1/4" DIA. LAG SCREW REQUIRED = J1 z 6526 Ibs 320 Ibs 21 LAG SCREWS FASTEN CORNER STUDS 2 ROWS OF 16d COMMON NAILS @ 6" ON CENTER OR USE (21) 114" DIA. LAG SCREWS P:\2006\060010\511._1.4widex30_1.story-muncy.xls Page 17 of 17 1120/2006 (ii)woodYYQwrk~@ COMPANY PROJECT Jan. 20, 2006 15:12 WindBeam.lN'Nc Design Check Calculation Sheet Sizer 2004a LOADS (Ibs, pst, or pit) : Load Distribution Magnitude Start End 1324 (Ecce Location [ftJ Start End tricit 0.0 Wind Axial MAXIMUM REACTIONS (Ibs): 0' 11'-4" Lumber n-ply, S-P-F, No.1/No.2, 2x4", 2-Plys Self Weight of 2.12 plf automatically induded in loads; Pinned base; Loadface = width(b); Built-up fastener: nails; Ke x Lb: 1.00 x 2~OO= 2.00 eft]; Ke x Ld: 1.00 x 11.33= 11.33 [ft]; Load combinations: ICG-IBC; Analysis vs. Allowable Stress (psi) and Deflection (in) using NOS 2001 : Criterion Anal si5 Value Desi Value Anal sis/Desi Axial fc 128 Fe' 264 fe/Fe' O.4S Axial Bearin fc - 128 Fc" - B.90 fe/Pc* - 0.11 ADDITIONAL DATA: FACTORS: F CD Fc' 1150 0.90 Fc. 1150 0.90 CM 1.00 1.00 Ct 1.00 1.00 CL!CP 0.222 CF 1:150 1.150 Cfu Cr Cfrt 1.00 1.00 Ci 1.00 1.00 LC# 1 1 Axial LC# 1. = D only, P 1348 Ibs Kf ~ 1.00 (D=dead L~live S=snow W=wind I=irnpact c=construction CLd=concentrated) (All LC I S are listed in the Analysis output) DESIGN NOTES: 1. Please- verify that the default deflection limits are appropriate for your application. 2. BUILT-UP COLUMNS: nailed or bolted built-up columns shall conform to the provisions of NOS Clause 15.3, . AOO. 02 2004 DESIGN CAPACITY OF GALVANIZED STEEL STRAP~ 1 1/2" x 30 Gauge Strap Fp 35000 psi Ft= 350oo,x 0.6; 21000 psi F'F 35000 x 0.4; 14000 psi --- ----~...-,--"---~- '--',.--,-. ._'~ T _" (Ft) (Co) (W - f) (I) co= w; 1.5" 1'; 0.131" w-t'; 1.369" t= 0.0157" Strap Capacity in Tension: 21000 x 1 x 1.369 x 0.0157 451.359 Lb 8/212004 AUG. 02 2004 CONNECTION OF STRAP TO TRUSS- LATERAL LOADS J 2 Fem Fvb 3(1 +R,,) = J 2 x 3350 x 90000 3 x (1 + 0.0744) = 163.1633 Lbs Species of Wood (Main Member Holding Point):::: SPF Specific Gravity (G)= 0.42 Species of Wood or Type of Side Member= 30 Gauge Steel Strap Specific Gravity (G)= DNA Fem= 335oj)Sj-'" ----<- Fes= 45000 psi Re", 0,0744 Nail Diameter (0)=0.162" (16d) Nail L~nglh= 3.5" Nail Penetration (p) Into Main Member= 2.9843" Thickness of Side Member (Is}= 0.0157" Fyb= 90000 psi k1= 0.4864 k2= 62.124 1<0=2.2 Duration of Load= (CO)= 1 Cd=1 Is Connection Into The End Grain?= No; Ceg= 1 Is Connection Used In A Diaphragm Construction?= No; Cdi= 1 Is Connection T ~Nailed?;::: No; Ctn= 1 YIELD MODES: MODE I, (Eq. 12.3-1- Not Applicable for Wood-to-Metai Connections): Dt.F~ Z= KD = 0.162 X 0.0157 x 45000 2.2 MODE 111m (Eq. 12.3-2): Z= k1 D P Fern KD (1 + 2R,,) = 0.4864 x 0.162 X 2.9843 X 3350 2.2 X (1 + (2 X 0.0744)} MODE II~ (Eq. 12.3-3): Z= k2Dt.F~ KD (2 + R,) = 62.124 X 0.162 X 0.0157 X 3350 2.2 X (2 + 0.0744) MODE IV (Eq. 12.3-4): 0' Z= KD O.16ZZ 2.2 (Z) Min: 115.9855 Allowable Nail Design Value= Z x Co X Cd x: Ceg x Cd! X em= 115.9855 X 1 X 1 X 1 X 1 X 1= 116 Lb, 2:= 115 Lbs Number of 16d Nails Required: 451 116 = 3.89 Therefore, Use (4) = 52.0241 Lbs = 311.6942 Lbs = 115.9855 Lbs . / , / NEW YORK FACTORY CONNECTION SCHEDULE -110/90 AND 120/100 MPH WIND ZONESSE? A - ROOF FINISH: 01- Strip shingles shall have a minimum of six (6) fasteners per strip shingle. B - 5/12 AND 7/12 STANDARD ROOF TRUSSES: 01- 2x4 rail to truss top chord, the connection is (3) .131" x 31/2" nails for 110/90 mph wind zone. 02- 2x4 rail to truss top chord, the connection is (4) .131" x 31/2" nails for 120/100 mph wind zone. G-"Fb1..DING"OVERHANGS: 01- 1x6 oulriggerto be 2x6. 02- Roof Sheathing flip overhang joint to have (4) 7/16" x 1 1/2" x 16 Ga. staples. 03- 2x4 overhang nailed to 2x6 outrigger with (2) .131" x 3" nails. 04- OSBheader to 2x6 outrigger connected with (2) .131" x 31/2" nails- direct each end. "(j5"'"0Ss-'headerto-be'flush'withtop and'bottom of 2x6'outrigger and wrapped with a 1 1'/2"steel strap at 48" ole max, Strap is connected to 2x6 outrigger with (6) 7/16" x 1 1/2" x 16 Ga. staples on top and bottom of 2x6 outrigger. 06- Soffit arid fasCia are shipped loose because of the field nailing requirements for the overhang to the side wall. D _ TRUSS TO STUD WHEN TRUSS HEEL IS CUT EVEN WITH THE BUILDING AND TRUSSES ALIGN WITH STUDS: 01- SJMP.SON LSTA24 STEEL STRAP. The strap extends from the truss top chord and comes down the narrow face of the stud and is fastened with (5) .148"x 1 1/2" nails at each joint or (10) nails total used in conjunction with (1) SIMPSON HGA10 ANCHOR or Equal each truss with (4) SOS 1/4" x 1 1/2" screws, anchor to truss and (4) SOS 1/4" x 3" screws, anchor to wall plate. E _ TRUSS TO TOP PLATES AND STUD TO TOP PLATES WHEN TRUSS HEEL IS CUT EVEN WITH THE BUILDING AND TRUSSES DO NOT ALIGN WITH STUDS: Truss to Top Plates 01- (2) SIMPSON HGA10 ANCHORS or Equal each truss offset on each side with (4) SDS 1/4" x 1 1/2" screws, anchor to truss and (4) SDS 1/4" x 3" screws, anchor to wall plate each connector. Increment Stud to Top Plate 01- SIMPSON LSTA18 STEEL STRAP. The strap is wrapped onto the wide edge of the plate and comes down the narrow face of the stud and is fastened with (5) .148" x 1 1/2" nails at each joint or (10) nails total. F - TRUSS TO TOP PLATES - WHEN TRUSS HEEL IS NOT CUT: 01- (1) SIMPSON H10 ANCHOR or equal each truss with (8) .131" x 11/2" nails, anchor to truss and (8) .131" x 1 1/2" min. nails, anchor to wall plate or (1) SIMPSON H9 ANCHOR or equal each truss with (4) SOS 1/4" x 1 1/2" screws, anchor to truss and (5) SOS 1/4" x 11/2" screws, anchor to wall plate or (1) SIMPSON H2.5 ANCHOR or equal each truss with (5) .131" x 1 1/2" nails, anchor to truss and (5) .131" x 1 1/2" min. nails, anchor to wall plate used in conjunction with (1) SIMPSON HGA10 ANCHOR or Equal each truss with (4) SOS 114" x 1 1/2" screws, anchor to truss and (4) SOS 114" x 3" screws, anchor to wall plate or (2) SIMPSON HGA10 ANCHORS or Equal each truss offset on each side with (4) SOS 1/4" x 1 1/2" screws, anchor to truss and (4) SDS 1/4" x 3" screws, anchor to wall plate each connector. G - WALL TO TOP PLATES - WHEN TRUSS HEEL IS NOT CUT: Increment Stud to Top Plate -1 Story Ranch or 2nd Story of a 2 Story Unit 01. SIMPSON LSTA18 STEEL STRAP. The strap is wrapped onto the wide edge of the plate and comes down the narrow face of the stud and is fastened with (5) .148" x 1 1/2" nails at each joint or (10) nails total. ~~ Increment Stud to Floor or Ceiling Rim Band - Standard Unit 01- SIMPSON LSTA18 STEEL STRAP. The strap is fastened with (5) .148" x 1 1/2" nails at each 'oint or 10) nails total. I - WALL STUDS: 01- When building for a 120/100 mph wind zone, side, end and marriage wall increment stud spacing is to be 16" o/c. J - EXTERIOR CORNER STUD CONSTRUCTION: 01- Side wall- (3) 2x6 studs with aSB fillers to obtain a 51/2" dimension. 02- End wall with no comer hold down - (1) 2x6 stud connected to side wall corner studs with (2) rows .162" x 31/2" (16d) staggered at 3" o/c. 03- End wall with corner hoJddown - (3) 2x6 studs with the first comer stud connected to side wall comer studs with (2) rows .162" x3 1/2" (16d) staggered at 3" a/c. K - EXTERIOR WALLS: 01- Very Top Plate to Top Plate Connection" .131" x 31/2" nails at 6" ole. 02- Top Plate to Stud Connection - (4) .131" x 31/2" nails. 03- Bottom"Plate to Floor Connection - .131" x 31/2" nails at 6" a/c. L - EXTERIOR WALL SHEATHING: 01- Sheathing shall have ail edges blocked. 02- For thickness and fastener type, size and spacing, see as huilt floor plan. ~mQr.1lil.Sg . 01- Fioor Joists shall be doubled under exterior end walls. , @2~E<alSea,p1frijCf>"iJ!)'it's:r!;'b'aJlffi')lye;;'W:ma;;%fu"6'1@'cKi1tg.'B2;;,~etVleeti'flG;~~l'8~"df1fa;~"j;r"~','t2i """,~,-^....,~",~\5i.,,-,,,~_,~,.~___-=-vc."' '~__'_"_~''''~'''''''~'''' ,~_~ ''''_'_~~~''' "".'~m,_~'4.OJ_~..,.-_.....;:I,.~~,..,....~'~,,",_,_'_ ~___..~,' ~~:~~~~-.,. Notes: 01- See Drawings 72_1 and 78_2 for connection details. 03- For applications not addressed, see standard nailing schedule. IRe High Wind Connections_NY Revised_doc. 9/1QI04 10m , APR. 0 U ZUU4 ~ ~ _ _. _. : SCREWS ......;b'd:,.;......,.j,'. l"=~ . The NEW 8US Screw Jri\!ef has a deep sockst and magneTIc tip {u help provide :! pusffiw;;;_ instaHation for the SDS Screws. S~e the Anchor SyStems Catalog for full Titen Screw details. The Simpson Strong-Drive\!> wood screw has a flex washer head for easy driving with a o/lt hex head socket and a low speed drill, The built-in reamer and type 17 tip cuts a hole to allow installation without predrilling. Predrifling may be necessary depending on the type and moisture content of wood. Use S:6:? drHi hit .,w' RN. iNG; -h.ldustry-sfudl.'eishoi.v'-th3fharder.e(nasten~e-rs-c'an-experiimce l perfolTIlal1Ge problems III wet em~rcnments.Accordjngly, use this I ! product in dry, !nterior applications only. (Tl!Sf1- and SD8lJ!1!Y) _ i ~ .,. ;;;- ::: .. ;;; t Identification . on all SDS screw heads JSllliY,x;l shown) @i ~ I CODES: See page 10 for Code Listing Key Chart SOSv..x3 US Palent 6,109,850 Titen Screw Anchors for Concrete 1.These loads also apply to masonry. Wood Screws u '" o u w '7 ,. o oc " ~ o ~ ~ " o o ~ S08x1.25 .~ 260 260 4.7Q 470 395 220 395 i.AlIoi,;l';;bl~ loans inr SDS S--..rm\'S are based iln testing per ASTM 31761. 2. Metric equivalents are listed hy Diameter x Length 3 Zinc = Yellow zinc dichromate. 4. SDS scre'NS install best with a low speed 1h' drill with a 'o/g" hex head driver. 5. Wood-to-wood applications are based on a wood thickness of 1 Yz" side member. All applications are based on full penetration into the main member. 6. These loads are for 100% duration. They may be increased per the NOS. Max Cd = 1.33. 7. DO NOT USE SDBx125" wood screws wi'ltl structural connectors unless specifically stated in this catalog. B. SDS requires 1%" minimum-penetration and S08 requires t~" minimum penetration. S. ~,e1!l ~~erl ioans- ~av~. bw~ ~j;mi.ttee: :u me ;;ade ~n..~~: . .. 10. ! lie- ~uS se:-aws '1f,fu riDG fmiSn WlU DHLY he SllllplJen 'i.'nn I}:e>. oo.~rfijifPJ Hfi-G -'Jr Z~'" tl':mnsct<lrs:: Gen, fetO, CE~lJ, Call. . If Common Rafter Roof Pitch is... Then Hip/Valley Rafter Roof Pitch becomes... US Standard Steel Gauge Equivalents in Nominal Dimensions ., " o u @ 13 Steel thickness varies according to mill standards. .J~,~7RWl: ; iij~~~~ . 1/17 i 3" i ! 2/17 r j Bolt Diameter i~itJ~mm"3 , % ; 9.5 j Yo :12.7; 115.9i Metric Conversion ~im.~~ 1 in I 25.40 mm I 1 ft ! O.3048m ~ " o o ~ U 23. I 6112 2/" i!;~:~~~~ I 9/12 137" j 10/12 I 40' i ,~7{~I;-J2':'V@21~i ~~ig)j2'~1~:%t5:'~1 >> Use mese Roof Pitch to HipNaHey Rafter Roof Pitch conversion tables only for hip/valley rafters tha.t are skewed 450 right or left. All other skews will cause the slope to change from that listed. 9/17 i 28" i 10/17 i 30" i r~~~ifi-ti~:ZH33~~] !~t?$;[~J~$~~~J 22 i Yz.; i 1.0 ! 0.030 0.033 " 1---"1,'/1:(.."-;\" ~~l:!~~ - ~~~~- _ - ~:-_. - - . _ - . LSTHD/STHD =~ -~ ~ ~ - -'=" - -' ~ -, ~-, - - BENEFITS . Greatly reduces spaJling and costly retrofits. . Prevents strap movement parallel and perpendicuJarto plate. .. Decreases poSSibllityof misinstallation of strap to wood member. . Simple to use: - Common jobsite naif. -Noadditiona! expense. When using keyfMIle fealure, care should be laken. when removing form l1oartls. If concrele is not sel, Ihe duplex nail Will move the simp placement SPAll REDUCtiON SYSTEM FOR STHD AND HPAHD FEATURES .. Secures hold own to wood form-board. . Allows tor proper side-cover. "Keeps strap vertical. . Preventrtilting--ortwisting of strap during the concrete POU[ ~ Uses one 16d duplex nail. SPALLlNS LOAD REDUCTION! If strap IS bent horizontal 900 during installation, and then bent vertical for nailing to the stud, concrete spalling could result. Load reductions may apply, see installation note. :.. g ... ., ;;; Keyhole Feature Patenl Pending 1. 'RJ' after the model indicates STHDs for rim joist applications, e.g. STI-lDBRJ. 2.STHD14RJ on 8" stemwall requires 30-16d sinkers, with the (Ie) load at 133% of 4960 Ibs. 3.1Od commons or 12d common nails may be used with no load reduction. 4.Minimum nail end distance to prevent splitting is 10 x diameter, 1 %;" for 10d sinkers. 10d commonand 12d common. S.For two pour with 4" slab or less. The STHD14 load at 1h" edge 2000 psi is 3235. The STHD10 at the same condition is 2035. 6.AlIowable loads-have been increased 33% and 600/0 fer earthquake or wind loading worth no further increase allowed: reduce where other loads govern. 7. Strap maybe bent one full cycle. 8. Calculate loads usrngstraightHne interpolation for corner distances between v..:" and le. ' 9.5T"314 and S-THD14RJ ir.stailmi nil HFiSPF; lr,e 1e load is 5230 Ins. - - - POST-TENSIONINFO~TlON 1. Minimum concrete strength is 2500 psi. 2. Post-tension steel is minimum Y2" diamet6r, 7-wire, 10w-relaMtion strand in accordance with ASTM-.A.416, Grade 270 ksi, with a guaranreedultimatesirengthof41,3k. 3. Anchorage is monostrdnd~type anchor system ..-ith current ICBO approval using a ductile iron casting of at least 2.25" x 4.5" of bearin/] and ,eusable pocket formers on alistressing ends. 4. Jt is the designer's responsiiJiiity to providere!f1forcementlone cold-joints and to resist bendina stresses in the foundaticndue to anchor uplift. ~ . <.0 '" d ~ >= '" 2 o to 2 ;;: ~ '" ~ o o ~ DETA!L 2 Post Tension Cable Placement in a Garage Footing ~ ~ @ ~ " o o " '" ~ 1~-ryp. 8"Min ! STH0101 W Min i iSTrlD10RJj 10"Min i TOD View of Post Tension Cable Placement DETAR 1 When installed on a raised cm!:!, use stemwall installation and loads (page 32) (rehar required). ~I'U::i! II::N~!UN TENDON.TV? OPTIONAL I;OLDJOINT D ETAll 2 Post Tension Cable Placement Corner installatiun (no rebaT ret[l!iIed] 24-16d sinkers 24-16dsinkers I 28-16d sinkers I 28-16d sinkers i 31 ....4Ii'II:J-.'i.h'. ~ NEW! HRS, a tlea"-f 12 gaugestrc:p Ue, prmtid-6S greater suppart iii -!:(msiru;:;tillfi-<md...r.ep3,!r of tiJrnejjroiet'~:;:.-Straiyfrt ~ifies.a!l{tcJmmf€red edges lEr beeUer appearafie:s. Eas-t nailing ~aftem lei cO!mectilIij the sides 91 2x memllers. The -MSTC series has countersunk nail slots for a lower nailing profrla. Coined edges ensure safer handling. Install Strap Ties where plates or soles are cut, 'at wall intersections, ,_a[:ld~~rjdge-tjeS-.-LSrA_and -MSTAstraps..are"engineeredJor..llse,onJ Y.!' members. The 3" center-to-center nail spacing redllcesthe possibility of splitting. For the MST, this may be a problem on lumber narrower than 3W; either fill every nail hole with 10dx11h" nails or fill every other nail hole..with_16d_comrnons. .B.ed.uceJba.aUowable.load:.baseU_onlbe:size and quantity of fasteners used. The LSTllight strap ties are suitable where gun-nailing is necessary through diaphragm deckIng' and wood chord open web trusses. ANISH: PS-HOG; all others-galvanized. Some products are available in stain_less steel or Z-MAX; see Corrosion-Resistance, page 5. INSTALLATION: Use all specified fasteners. See General Notes. OPTlONS>Special.sizes.Gan.be-madetO-.ordet.See.aJso HCST. CODES: See page 10 for Code listing Key Chart. j1~'-l-1.-.. "T '" '" ;::: oa la. .:; MSTI "" . MST L5TI 130 Typical MSTllnstallation (MfT hanger sbawn) LST!" similar 'j" "6~ , T'" r t g _ 0 . N _ . . ~ N ~ N ~ T 3' J... . k ,~ f ! , -'- , .. LSTA and MSTA M5TAM36 (Pilot hDles not shown) ~ "'-1 f0- ri ~ ~ . I I I I ; I ~~~ ~~~ ill 11 . " ~ I . I u:j'- i-w -'- ST HRS . <: I ~ FHA -I r--W ~~ 3' ~M .. -. . . _ - 3' MSTG28 " " I L I }----I ~n , " : ,c' ,c, ,c, I ,c, ,C' ,c': I _~-~t~~~1~~-;;~~~-~~~5----~;;----~IT~--'~ '114' 3' HST3 and HST6 HST3 HST6 L 1 8 " ~ o ~ z 51 ~ " ~ o o Typical HRS Installation H5T J o @ ST2115 '" '" f- a> l 5T9, ST12, 5T1 a, 5T22 o o N G o ~ Typical LSTl Installatiol! ~Ii''';<-~.'''I. .' l..,_' '. '.... . ..' _ J,'. '.' _ ~~ - LSTA12 1% I 12 I iO-iOd 805! 97C 695 830 I bOTPc1,- J14 I 15.-1. _12~Od . . 971)--1 1:.6D. 830. ...1000 I lSTA18 114 ! 18 i 14-1Qd 1130 I 1235 970 1165 7,62,90 i lSTA21 11;4 I 21 I 16~10d 1"35 1235 1110 1235- LSTA24 20 1% I 24 I is-l0d 1235 1235 1235 1235 8T292 ZV,i i 90/16 I 12-16d 1120 1265 970 1160 --'STZ-122 21/16' h~1o/161 lS-':-Uld 1505 'f535 199"0 1535 'ST2115 :Y4 1.160/161 8-l6d 665 665 665 065 8T2215 ZV,6 1160/161 20-16d 1880 1880 1625 1880 ~ MSTA30 11/4 30 22-1Od 1835 2050 1585 1900 MSTA36 1% 36 I 26-10d 2050 9050 18/0 2050 8T6215 21Ji6 160/161 20-16d 1895 2095 1640 1970 ST6224 21/16 i 230/16 28-16d 2540 :::540 2315 2540 8T9 i I 11,14 I 9 a-16d ,'-'... 9iG 655 785 ST12 116 I iV. 111% 10.16d 945 1135 820 985 ST18) 1"1/4 ') 1m I 14.16d 13?5 ! 1420 1150 1880 8122 I 1% i 21% I is-16d 1420 I 1420 1420 1420 MSTC28 I 3 i 28% i 36-16d sinkers 3000 i 3600 2590 3110 MSTC40 i 3 i 40% i 52-16d sinkers 4335 i 4585 3745 4495 _STC52 13 152Y4j62-16dslnkers .<15851.<1585 -- .1585 9,23 3,39,88 '@- HRS6 I Ph I 6 I 6-1 Od 525 I 630 455 545 ~ HRSB i to/,; I 8 i 10..100 875 1 1050 I 760 910 160 ~ H8S12 I 1% i 1? I 14~lOd 1225 I ;465 I 1065 1275 FHA6 l FA6 I 6%! 8-l6d 810 i 97~ I 705 845 FHA9 I FA6 i g."I 8-16d 810 I 9f5 I 700. 845 FHA12 ! FAs 111% I 8~16d 810 I 975 {os 840 FHA18 12 i 171'16 117% : 8-16d 810 1 Sf::- 70~ 845 FHA24 : Wi6 i 23% I 8-l6d 810! 975 700 &4:; FHA30' FA6 I 30 I 8-16d 810 i gT~ 705 &to MSTJ25! 21fi6 I 26 i 26-10dxl1h ?355! 2830 2045 7455 MSTI36 I 21/16 J 36 I 36-10dxl1h 3"?55 I 3915 2830 3400 MSTI48 I i 2116-1 48 i 48-10dxl1h 43:;0 I 5060 3775 4530 MST160! : 2Y1s i 50 I 50-10dx11h 5080 I 5080 4720 5080 MSTl72 i ! 21/16 ! 72 i 64-10dxl1h ~8Q: 5080 I 5C80 5080 " w ~ o i;; " ~ ~ o o N J @ 1 J..~j$ :r.cillde a 3~<l!. or 5tl~j, !!lau ihmrtln!'l im:n:r2ilss;m"tbe Gsteners for u!sm!.:; ar wInd !nafihul, tmi: no mn intiuoe a33<>!~ :rtres:;; ltlt,sm:e an ~:::e gtee! ;::;;Il:il&ftr. Rmrta pags 121m furthtF e:::pI3ilatj;:!~. 2.10dx1'h' naIls may be substituted where 16d sinkers are specified at 0.80 of the table loads. 3.1Qd.commans may be substituted where l6d sinkers are specified at 100% of table loads. 4.16d sinkers (9 gauge x 3!t.'j or 10d commons may be substituted where 16d commons are specified at 0.85 of the table loads. 5.Use half of the nails in each member being connected to achieveth e listed loads. o.PS strap design loads must be determined by the building designerfor each installation. Bolts are installed both perpendicu!;lJ and paralle!-to-grain. Hole diameter in the part may be oversized to accommodate the HOG. Designer must determine if the oversize creates an unac:eptab!e ir.sta!!atio!"1 I.For overlap splice detalis, refer to T-CMST. o o N o o o . . o 3,39,88, 104 I ! 3.39,88, I 104 3,39,88 3,39,88 3,39 Typical LSTA InstallatiolT {ltan!ler not shown) Typical LSTA Installation (hanger not shown) CODES: See page 10 for Code Listing Key Chart. '" ::;- ~ "" ::! ~ . Typical PSnG Installation 131 ~~~gf~ 0> ,0 ~~ ,c ~._ - - __::.'::(~ ~5::t:~:cc ~_:<:' - - - 1..:ib'!I:....".).\1 i':'""!l'~~ NEWr H14 is the high uplift hurricane tie. It can be installed with ratter nailingJlanges facing inwards af outwards. - - The112.5A'""is-desigried for easy installation, with higher uplift loads. to meet new code requirements. H5A has installed cost benefit, it only requires 6 nails, to meet lower uplift requirements. MATERIAL: See table FINISH: Galvanized. H11Z-Z-MAX. Some models available in stainless steel or Z-MftX; see Corrosion-Resistance, page 5. INSTALLATION: . Use all specified fasteners. See General Notes. . H1 can be installed \'lith flanges facing inwards (reverse of H1 drawing number f). . H2.5, H3, H4, HS, H5A and H6 ties are only shipped in equal quantities of rights and lefts. . Hurricane Ties do not replace solid blocking. CODES: See page 10 for Code Usting Key Chart. H2 ... L i 1-->,. J.. H5A "I U.s. Patenf4,n4,372 '" '" ;::: all lr!. e: - '" .~ 18 j 6-16dx21h i 18 :~;:::~~:~; '';_::i,..j 13.80 H2.5 H6 i. Loads have been increased 33% and 60% lor earthquake or \vind loading wirn no further increaseaHowed: reduce where other loads aO\fsm. 2.Al101.'labie loads are for one an~hoi. A. minimum rafter thi~kness of 2W' mtls!beuss!!whsnframing2rlchorsarelnstalle!!oneachsi!!eollhe jOlsland on IhesamesiEieoftbepiale. 3.Allowable uplift load for stud to bottom plate installation is 400 iDs (HZ.51; 390 ibs (HZ.5A); 360 Ibs (H.:l) and 310 !bs (H8). 136 H3 170 4. When cross-grain bending or cross-grain tension carmotbe avoideri, mechanical reiniorcementto resistsiJch forces should be conside red. 5_Hurricane Ties are showr. insrailed on the outsideoithe wall for clarity. Installation on the inside of the 'i,lall is acceptable. For a Continuous Load Paih,connecuons must be on same side of the waiL !l.30'-llt--em Fine ~~(N"<in~e i8:d~ mr m4: i4S5 :$ [IS3:1H/l, -5fill ;1;"'i.: [2 Laferal 753}1SfjJ ;m", 2~ l~ (f2 L;;t<;r;?j 1;iZ/15fl). " " o u " '" z o ~ In z Iii " " ~ ~ o U @ o o " o o ~ 73/8' -'- H14 F'iOfile LJ --{3/4' 1-- ~:;~~~~~tJ1~~~~ ~~t~~~~:~~~~~.~l:~~~; -- ~~<-:~-7 -~: ~~~- ~ ~~ - - ijf'=~~-' - if...... '.';1;...".); ill ~.~ H3 Installation (Nails into upper top plate) H2.5 Installation (Nails into both top plates) H2.SA Inst!lll.ation (Nails into hoth top plates) H2 Installation H11nstallation OH4 Installation (H2.5 similar) (see foutnol2 3, page 132) o H4 Installation (Nails into upper top plate) H5 Installation (Nails into both top plates) H9 attaching truss to top plates e e H8 attaching Hoist to doubl e top plates H8 attaching studIo sill (4-8d into plate, 5-Bd into stud) e e H14 Installation to double 2x header H9, H10 and HlOR optional positive angle nailing connects shear blocking to rafter. Use 8d common nails. Slot allows maximum field- bending up to a pitch of 6/12, use 75% of the table uplift load; bend one time only. ~ ~ ~ 'F;-'+ ~ ~ Hi 0-2 Installation W (HI/Isimilar) '" :::- {l '" llo ~ '" " u >= '" ~ o ~ = 5l '" '" ~ o o e H14 Installation to double top plates ad CQMMClNS 10 '\._____ PlATES. FIll ONE OF 1111 "THREE HOLES 10 ft14 L!J BOTTOM RANGE. I Hurricane Tie Installations to Achieve Twice the Load (Top View) ~ o U " o o ~ U ~ " Inst-alldillgollll!ly across from ell::ho!her for minimum 2x lmss. Nailing into bofh sidesQi a siny!ep!y2x truss may cause the wood to soH!. 137 II l~. ,g ;~ :~ :! !~ . . " '~-'H-SasvuCAND-'~~ - --'1"-.-~-~_ ~- ~;'>.';-,e'-'_-~ ~'7" - _ _-- _~ . '- HURRIC1tNE1:1ES .. , , . 0 . . .. '. '. , _ '- ~ ~ ~, --, -;c'- ~ _ ~-\ - - _ The H16-2 series has a presloped seat of 5/12. for double trusses. The_H_cDDnectoLseries-pwvides wind and .seismic -ties. for: trusses andrafters. The_presJoped 5,1,2 seat ofilie H16 provides for a tight fit and reduced deflection. The strap lerigth provides for various truss height up to a maximum of 13W' (H16 series). Minimum heel height for H16 series is 4". The HGA 10 attaches to gable trusses and, provides good lateral wind resistance. The HS24 attaches the bottom chord of a truss or rafter at pitches from 0:12 to 4:12 !rliinubie.2x4lop-pJates..DoubJe shear nailing allows for higher lateraLresistanc8. MATERIAL: See table FINISH: Galvanized. Some products available in stainless steel or Z":MAX; see Corrosion-Resistance, page 5. INSTALLATION: .. Use all specified fasteners. See General Notes. .. The H-GA1 DKT: screws are provided. .. HS24 requires slant nailing only when bottom chord of truss or rafter has no slope. .. Hurricane Ties do not replace solid blocking. CO 0 ES: See page 10 for Gode Listing Key Chart 1%.~ ""- y- I I I I I , ;,,: f:~ . = <D' == :i:~ '" Depending an heel heighl, strap may wrap 10 back of pia Ie. H16 Installalion H16 and H16S Preslopedal 5:12_ Pilch 01 3:1210 7:12 is acceplable H15 (H15-Z similar) H1&.2 and H16-2S PresJop'ed al 5:12. Pm:hof 3:12 10 7:12 isaCl:epfable ~3W'-.,.- I I I ~~ ~.:. :i! -% % ] HGA1D Installation 10 Double Top Plates ~ ;::: D!l '" ~ .::: '" 1.Loads have been increased 33% and 60% for earthquake or.,"lrld loading with no further increase allO'.'.!eci; reduce where o,her loads govern. 2. When cross-grain bending or cross-grain tension cannot be avoided , mechanical reinforcement to resist such forcesshouid beconsid ered. 138 3.HS24 allowabie loads without slar:t nailing are 625 ibs (upiiit), 590 ibs (F"J, 040 ibs (F2l. 4.For H16-2S. S ==short. f.....j('jl:.;...-;.,.'iI ~ ... H15 'InStallation Depending on heel heighl, strap may wrap 10 back of pia Ie. H16.2 Installation HGA1D Installation to Rim Joist , I~ <i " HS24 U.s. Patents 4,480,941 and 5,603,580 Canada Palenl 1,193,418 :3 F " z o e' ~ z o ~ ~ o o ~ " ~ o @ ~ " o o " " HS241nstallatiol1 DESIGN SPAN 14 FT. SPACING 19,2 IN. INCREASE. % GODE tBe ~,"""1""" ~~'i.\"" W'f:",,- {~Qil iEG~i8ll~~\ €~ .;-... 1i. ~:_j ..:>:1 ...::...?l'i":-" IJi :'00 ~, . \~~1 ~ ':;,~~A ~ ~'\-'~~Pr.iG\'c\ - '~jllUt ~ - " .J'''-Y~..1t1t1'':t . o TO 24-1 CANTILEVER/ OVERHANG" 9 3/B F"" o TO 1 B(MAX) CANT. (SEE NOTE 6) . .' . I . THE STRUCTUR~L ADEQUACY OF THIS BUIL~ING i COMPONENT WAS EVALUATED USING THE fOLLOWING" METHOD: 1 - THE OPEN JOIST WAS TESTED IN ACCORDANCE WITH 18e 2000 SEC. 1713 IN-SITU LOAD TESTS , I LOADS 0 19"21N C/C (EFFECTIVE TRIB. WIOTH fROM ROOF) TOP CHD 1110 TOP CHD 17 BOT CHD TOT AL 77 PSf LL psr DL PSF PSF LOADS 0 1912 IN C/C (FLOOR) TOP CHD 40 TOP "CHD" 15 BOT CHD TOTAL 55 " 50# WALL DEAD WEIGHT L - " ,;;;J 1981 REACTION IIIIS TRUSS WAS DESIGNED IN ACCORDANCE WITH: t) IBe 2000 SEC. 171.3 IN-SITU lOAD TESTS 2) 3) CONFORHIlY VITH THESE SECTIONS AND PROCEDURES DOES HOT NECESSARIL Y INSURE COMPLIANCE VITH ALL GOVERNING ORDI- NANCES, LAVS ANn CODES. THE BUILDING ARCIllTECT OR ENGINEER IS RESPONSIBLE TIJ AFTIRH ALL APPLICABLE REGULAT!fJNS ARE SATISFIED. 'tj OQ . '" '" ROOF TRUS5 OR RAFTER 7/16" OSB GUSSET(ONE FACE) FASTENED W/ 7/16" x 1" 16 GA. STAPLES 2" O/C INTO THE CHORDS 50# CONC. DL LOAD ~ LOCATED AT ANY POINT ALONG BOTTOM CHORD. CONC. lOAD DISTRIBUTED BETWEEN TWO TRUSSES. 16B MAX. 50# WALL DEAD WEIGHT (3X2 9-3/B" OPEN JOiST 2000 NO. 2 SPF" IN UPRIGHT POSITION) 1322# REACTION CANT. NOT' TO EXCEED BLOCK LENGTH MINUS 1-1/2" J~~ DO' NOT SCALE THIS DRAWING fOR DIMENSIONS USE OF THIS STRUCTURAL COMPONENT IN A COMPLETE STRUCTURE MUST BE AT THE SPEC- IfiCATION Of THE DESIGNER OF' SAID COMPlETt: STRUCTURE. ALL lATERAL BRACING SPECIFIED HEREON IS FOR BRACING INDIVIDUAL TRUSS MEMBERS ONLY. RESTRAINT Of LATERAL" BRAC- ING AND ADDITIONAL BRACING F'OR OVERAll STRUCTURE IS TO BE PROVIDED BY DESIGNER OF' COMPLETE STRUCTURE. IIHIVmN. frnEST ~[J PROOL<:TS.INC. Dc:> JISJ nOEE "'E RD. N.. GRAUO RAPIDS, t.lICHIGm .(9505 'HONE: (616) J6<-6161 NOTES: I) MANUFACTURING TOLERANCES 1/4 IN. OVERAlL HEIGHT 1/4 IN. OVERAlL LENGTH 1 IN. VERTICAL POST PLACEMENT 2) BEARING ARROW INDICATE BEARING UNLESS OTHERWISE INDICATED J} OVERHANG AND/OR SOfm BtoCK MAY BE CUT BACK UP TO THE HEEL OF' WE TRUSS' AS N[[I}ED. OVERHANG MAY BE UANUFACruflED AT Nf( lEt/GTIl UP 'TO Tlil t.lA.XII.lUI.I SilOWN. 4) FOR OPEN JOIST SPECIFICATIONS SEE NER 502 5) FOR lOAD CONDIn(:lNS OTHER THAN SPECIfiED HEr{[ WJTHI~, SEE HER 502 6) TOP AND BOTTOM CHORDS BRACED CONTINUOUSLY BY B1G10 SHEATHING 7) BASED ON F029BROl B) ADDED CONe. LOAD NOTE ADDEO ALT. CANT. DETAIL < " ALTERNATE C6!'JI1!.~VER DmlL NO GUSSET REQD. ASSUMING CANT. AND BEARING CONDITIONS APPLY. END BLOCK ----.. l' 1/2" MINIMUM ALL DIMENSIONS IN INCHES UNLESS DTHER\{ISE: SrEClflED SCALE: 5/8"... l' OATE REV..2 1902 "BR UNIVERSAL rOREST PRODUCTS, IflC. CORPORATE OFFICES - GRAND RAPIDS, MI. DRAWN FOR TITLE CHECKED 8'1' ,l.PPROVfD fJ'f DRWG. NO. PREMIER BUILDERS 274 OPEN JOIST 2000 FLOOR JOIST F029B10 i;' '\ JolJ 27'174 Truss 0882005 UnlllelSiiTFore8f ProOlJc!S 100" Grand Rapids, MI49525, Trallls Wells 13-10-12 i3~1 0" 12 9,DO~ ,-' ,Y ~ " ~]"l;C ~ ('j __:t: ID882OO5 I ( '27-9.8 TrllssType HINGED ATTIC 0"3-0 II GOnn/75(1b) ~ SMP 212 PA PA3801 REF_#...11229D4 Attach Collar Tie wllh (8) 10d Nalls & 100% Slruotural Adhesive Coverage 13"10-12 I. '~; :fj , 6.000 e Jlln17 2094 MITek InrJ'lslrles, Inc. We,JAU025 08:03:46 20o,r-"pii(ie1-' i~~JI~rrrty "'\\\~1~,,.. it"';. j',<'''(.iI' [~1: , ~ 1.0 TC TC BC Be .~-- .~e_~ " -- .. .~ c .. -. .. , , .- ,- .. .. .. c . .. .~ . - ADJNG (psf) SPAGlNG 2-Q-.O CS! DEFL 10 (loa) J/defi Ud PLATES GRIP LL nO Plates Increase 1.15 TC 0.85 Var!(ll) -0,3117-18 >515 240 MT20 197/144. ilL 70 lumber Increase 1.15 BC 0.94 Verl(Tl) -0.3917-18 >405 180 TLia 206/162 LL 10,0 RepSlress Iner YES WB 0.8S Horz(Tl} 0.02 13 01, 01, DL '10,0 , Code IBC1OOa{fPI2002 (Matrix) Weight 1891b , 0-10-12 CU~~6'FFI~' 2X4,11 11-8-0 T1 ; 0-3-0 IiXB~ :f H ,j,I '18 1i1 17 15 4 o 6XIl=2x811 Conn,442{1b}, B Conn. 442(1b) 2Xllllax8= NT Coon.1099(1b). 0+1210 rHO-12 CA '1-9~131 11-1-12 I, ._'."_'0_-12, I 19+12, 2tj-11-11 127-9-11, {Typ.IJ(jlhelld~) I-'~--- - '. "1 Hl.13 6-3-15 5.9-0 5-9-0 6-3-15 1-9-13 J'Ji:lt orr! JXYl [10 3 ~ 0 3 01,11'0 5 9Q:.U] 13001100 O1J4'O 010 O:1:Ql[:!O O-<J 10 0 1 01111'00110 O..Ql f13'0 4 4 0 211[13'0 515 0 301 LUMBER TOP CHORD 2X6SPF NO,2 'Exl:epf' TO 2 X 4- SPI' No.2, 1'10 2 X 4 SPF NO.2 2X '10 SPF No.2 2 X 4 SPF NO,3 'Exl:epl' We92XIlSPFNo.2 BOT CHORD WI:BS BRACING TOP CHORD SlrllotllraIW[)odshealhlngdlteoUyapplJador3-9_30cpurUns, BOT CHORD RIOldr,lltftnOdlrectlyapplledor6-7-0oobraclng. WEBS I Rowalmldpt 5_9 FfEAGTlONS 1 16 13 Max Harz I MaxlJplifl 1 ," " (Ill/siZe) 130!lfQ-3-1l 60710-3-6 'j3081O-3-1l ti95(loadcase41 -4!l5(roadcaSe5) -94(1oadcase5) -4U8(loadcasa6) FORGES (lb), MaxImum Compression/Maximum Tension Tor GHORD 1-2 -142\1/438 3.4 -1342/565 5-6 _242/109 7-8 -128/125 9-1'0 -1(l56/700 11-12 -1409/519 BOT GI-iOR!) 1-18 16-17 14-15 WEBS 2-'18 5., 10-15 " ~J~ ')fQf " Max Uplift 1 18 13 Max Grav 1 Ie '13 ~28OJ974 .2801974 -280/974 -202/561 -B7'?/751l -166/44-2 -46S00adcase5) -94(load~seli) -488{loadcase6) 1502(loadcase10) 819(1oadcase1) 1506(Io~d Gas(11) 12.14 4-17 "mo~ L~~.o"o 1" Edge Distance, Typ, On All Sides o NaJJ This Face x Nail Opposlle Face COLLAR TIE CONNECTION DETAIL W ACTUAL APPI.lED TOP CHORD LIVE LOADS 8Al. UNBAl, 24'o.c. 27psf 40psf 16'o.c. 40.5psf60pst ,., 4.5 a.7 a., 10-11 12-13 NOTES 1) UnbalancedrooflJve loads have been considered for this design. 2) Wind: ASCE 7-a617-Q2; 120mphj h"30fl; TCDl"4,2p~f; BCDl..6,Opsf; Category II; Exp C; enclosed; MWFRS gable end zono and C-C ExterJor(2) zone; Lumber DOl"'1.80 plete grip DOL"1,3;3, This truss Is'deslgned tor c-c for members and force~, and torMWfRS'forreaclions specified, 3) All plales are MTllOplates unless otherwise Indlcaled, 4) See BEH16 DETAILS for plafe placement.I 5} Provisions musl be made to plellenllllleral mOllem'ent af hinged member(s) during lran~portallon, 8) All addlllonal member conneollans shail be provided by others for forces a~ indIcated, "r)Celllngdeadtoad(5.0psf)onmember(s).4_5,e_10, 5.9 -14031579 -10561700 -130/127 -246/109 -1347/560 -1429/430 17-'18 15-16 13.14 -260/974 -2/10/974 -280/974 8) BoHom chord live load (2Q,OpsfjandadtJllfonalboHoll1cllOl'd dead load (0.0 pst) ~j:Jpljed only 10 room. 16"17, 15-'lll 9)P.(Ovldem~chanl~Jllconnllcllon(byotllers)'ofl(u5S laMarlno plah;lcapabJeofwill\~landIng4115IhllpllltaIJolnt1, 1l41buplllldl jolnl'IB and 466 IbupflflalJolnt '13, 10) This Iruss Is d~.~lpned In accordance wllh the 200'3 InlematlOflal Bulldlh[j COdB section 2:J08,1 ~ndrs(efl'lnced slandardANSlrrPI1, '11) Thislruu has bll~n thUlll'led io Ineetlhe 4003 WIG Secll(Jn 2301l:IO,7_1;Q(J()3IRCR802.10.2. 12) Rllviaed/rom D8~2003. Updilted COdl), 1'1IdU(\il(1 mom IMillflat! ~19B155g -173/442 WARNING . VerIfy de'sfgfl parameters iJnd READ NOreS U"....".I f....!Pro~"'b, loa. 16~1 ~An~~I:".IIj~ in:>, ~Ie~,... or PHONe (61arl5Hi61 fAX (.jUl'~i5.Dg~0 OlthNIl fIA~ilJo, ""~r,()d~' :... J ~~' ;::':; ~:~::,:::,:.~p~~:::;\:';':=b~7:~: :-~:~~~~~:.:::~:~:"o.,:,,:':~,~"~:~~'.I,::W~'~ 7.~:~;~r::;;~;,A:t~~~~~',~~~~~:'~=,:::~":~;;.' " '~,~ Ad.llIQnall.."~",..yb,,<log 1010,"1< .1.b'l~d,"lo~oO/lltru,Wo" II~.. ,..p.rlllbl~of~.. ""I.,.A~Jlij"".1 ~"m.",,'lb,"'k1{p 010,. O\I,roll,l,uol"Io III'" :11'1 ~jll r"Po,,'~.~ty'Jlh. b"14"g 4..JI/II", foro'n,..1 Ii",..",. "O.,""g r.b'l<d....q"'6[~oo"lloI. ,'o"~'. ..Iv",y, ...01... '"""WinG, "'ul"" OH-a! OooilySI.o.tord, ,II, I DU-IO ~,,'Ing OP.<llooltq.. '"" IglI.Oj ~1.".lIIlg klll.I,.,O"" alOe,,; 1I.''''JlII"od,q""..,II.IJI. f,om no" PI.I.I".IIM., Sll D'DuorrIaOltl"I.l'dl''''" Wlli17j~ ' ',,,,, ~J!!iWll..SU..~.,""I!~!lll~l~~~~b"U"'V'''!!J'J!!~!J.I'', '__.___ ; " en N S1)Ft'OLK COUNTY DEPARTMENT OF HEALTIi SERVICES Pl!f>tMIT FOR APPROVAL OF C()NS1.~nCT'fDN Foa A 3L"ZGLE FAM.U.."Y C,NLY DA""" '-l/ll-/ fo/, l'l~ ':Fm ,,', "RIb - 05.02..2-lf AP1:;O-;; /~~~_.~~~===~= . FOR tvlAXIMUM or _1-( DEDROS'AS EXPIRES TIlREE YEARS FROM DATE OF APPROVAL Reviled Plan Approved 5 /z-<-Iof, Ixpiros 4/!1f/(1f ::0 I'T1 11l() )>-::t: Vl)>- -::0 Z(;) I'T1 TEST HOLE 10/5/00 BY McDONALD GEOSCIENCE (.p. r\ '<' . EL. 10.3 BROWN SA/tDY LOAM OL __ _ 2' BROWN Sl. TY SAND WITH HEA VY GRA VEt SM o wtl' r PALE BROrtN FPIE TO JEDIUII SAM) SP fL o.s g' 9.... BROWN FJtIE TO COARSE SAW Sf( irA Tal IN BROWN F7NE TO COAR~ SAW sw '7' Z N IT P'CI<F:T ITNCC V. cJ.. >>"\ O.S'S ~Or- (0 ..~ 01 N " .O.-xJ [L 10.0' ~ ~~ FJ=J'S S87'09'40.W 38.95' ,I >( n. 9.1' ~ ~ "T1 c: -, ~ o )>- ~ ~ Z ::0 .8. ~ 5 FtLJOP ZONE liNE? 5> pflbM FlaM 3&.103 coo 1/ !'\ Co 5/4-/',r,..c,I.., H ,. . i;:\:'~""},'_,_\ ;hj}.. J;.-.j' AHf) EsrA8t../.s/'c.1> h.!.oM Acrut.c- r/€aJ PIH'A (<1'"vCLi'..;~~5 ,C' ,';: .:. ..,.- ... "',,,':- I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMIL Y RESIDENCES and will abide by the conditions set forth therein and permit to construct, on the The location of wells and cesspools shown hereon are from field observations and or from data obtained from others. ANY AL TERA nON OR ADDlnON TO THIS SURVEY IS A VIOLA nON OF SEcnON 7209 OF THE NEW YORK STA TE EDUCA nON LA w. EXCEPT AS PER SEcnON 7209-SUBDIVISION 2, ALL CERnFICA nONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONL Y IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNA TURE APPEARS HEREON, Elevations referenced to N.G, VD . =MONUMENT AREA"'40,OOO sa. FT. I I I 1~ @\ \ '''-\ \4.97' LOT 180 (DWELLING) WELL o , " ~S88'57'40"E IT a.6'N e " \ 1""""...,--. ~~ \~ 0 2. 'l~ i J. . I LOT ~8 ,~ 'I" , ,,-_/ I .:;)cr . 1 n.10.1' s' I[ 0.4'5 O,J'W <;;0 iPs' A '" o ::l Z z ~ ~ v. 8 . ~ ~ ~ .~ \ ~ ...~ 'A'" ~ ,,' 7'0"1 I- ~ r- 10.0 ','~ dlO./ to ~ ' '~ I 1/~.7 to $'l ~ ~. ,,~/ '''''''''', J Pi""''/ ~ " (/ ~ 0.1 'v - _ ":~.~ v" ~ ~ II) 01 \.. 10 :.... ~ 10 \ !O \ ~', " ",0./ 'v ~. "'1' " ~ t -~ --",p 8110D/ d'~ ~\J ~ ,:,"0"; E. At: el 'J SO '" a I. f.\.~ ~'o ~ [ t "".... ft'I ~ ,: ~,,'t <l j ~ '\t / ~I /0.' ZoNe X ~ ^. ." -'"-"t ., 'Jf',. :. - , ,~., r,' , f'F" O.6'W (t. 9,J' CL 8,~' S88'55 4.0.W " . MiIN ROAD (S.R. 25) CL 8.5' (VACANT) (VACANT) 1oI0N a.6'N b ... ~ F I' ~ ~ llJ <C Ilj ) ~ t.: It' '" SURVEY OF PROPERTY A T ORIENT TOWN OF SOUTHOLD SUFFOLK COUNTY, NY: 1000-15-05-24.30 SCALE: 1"=40' AUGUST 30, 2005 Nov. 14 ,2002' (n.:~+,ou=) M=. 10, '2ooc.{revl~i...,) Aprd 2~ z-= r , c'rprop h1~,lvlJ.ur~ -rr.a..t" .t1A>'~i .zOO~~ M (J rCY/,J-/D :<l:: '- EL 9.9' ~ ~ ...:j ~ ~ rQ p Z ~ ~ '- ~ ~ n. 7..' Ej<pr"f>"'''C''< e 'e"",,-t.ll/) LOT NUMBERS REFER TO .MAP OF ORIENT BY THE SEA. SECTION THREE" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON OCTOBER 16, 1974 AS FILE NO, 6160. N ~P# :f ~~l-b t ~ t II , ,:1 ::0 I"T1 (DC") :t>-:I: V):t>- -::0 z<;) I"T1 ~-~~"""""',~iO!;l:;;!(~~""" ~_l"'O!",--~ (/''?: :'c:rni/ior N/fn tll(} S7A/VDARO,::i FO;:\) APPROvAL AND CONSTRUCT/ON OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMIL Y RESIDENCES and will abide by the conditions set forth therein and on the permit to construct. The location of wells and cesspools shown hereon are from field observations and or from data obtained from others. ANY AL TERA nON OR ADDmON TO THIS SURVEY IS A \I10LA nON OF SEcnON 7209 OF THE NEW YORK STA TE: EDUCA nON LA w. EXCEPT AS PER SEcnON 7209-SUBD/\I1SION 2. ALL CERnFICA TIONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONL Y IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNA TURE APPEARS HEREON. Elevations referenced to N. G. VD . =MONUMENT AREA=40,OOO SO. FT. I , ).c EL. 9.1 Z N FE PICKET FFNCE V. '" r>'<1 0.5'5 :-O~ \0 .' Ol '" '< 'O...xJ n. 10.0' ~ '<JJ'S S87'09'40.W 38.95' Fe 0..'5 O.3'W z - { ~ v. ~ 8 . ~ ~ 0' ~ ~ :t>- Ill' '" Z ::0 ~ -8. ~ ~ :t>- .... G ~ i ~ - ~ ~ Fe O.6'W EL. 8.~' (VACANT) @ LOT 180 (DweLLING) IIFLL o I " ~S88'57'40.E Fe a.B'N . 10.1' ;, ~ 26.7 1, CONCRETF !!! F'OUNOA nON '+ TOP OF rouND... nON ili O.S' 1, ELEVATION -1..2' ..; O.S' - '+ .J'., b '" !!! 82.0' '" 2M' LOT 181 ~ ". EL. lJ.5' S88'S5'40.W MAIN ROAD (8.R. 25) 174.95 SURVEY OF PROPERTY A T ORIENT TOWN OF SOUTHOLD SUFFOLK COUNT~ NY: 1000-15-05-24.30 SCALE: 1"=40' AUGUST 30, 2005 NOVEMBER 14, 2005 (TEST HOLE) MARCH 10, 2006 (REVISION) APRIL 28, 2006 (PROP. HOUSE, FUTURE GAR. &t POOL) MA Y 2, 2006 (RE\I1SIONS) MA Y 8, 2006 (RE\I1SIDNS) JUNE 16, 2006 (FOUNDA TION LOCA nON) 224.97' n. 10,'" MOIl 0.6'N EL. 9.9' '0 - <'i - <'.l ~ ~ 64.9' ~ ~ 0..;; ~ ~ :;j Of n.9.J' x a. 7.4' I (~c~ry LOT NUMBERS REFER TO "MAP OF ORIENT BY THE SEA, SECT/ON THREE" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON OCTOBER 16, 1974 AS FILE NO. 6160. (VACANT) p z ~ ~ '-' N SCDHS REF. #RIO - 05 - 0224 f'j?=;::OL~:., ...::-~j :~"?:PA;Ti~",J:: ",Of C'" :":_'_t.'r:.ol ;:C'''' ..:::.~:) f.,~:;:-: . - ',:::>-r:,;~ '~~".;';',;_~ -. \\;:;,KS Fe.", ~;,.>'>'t: ' d.-.. .~ >_.:!~:~ F;~:';~:L\ :.~(~S!;:..~NCE . ';"lIi, I ,11"\ ,}\ i-tS. RsL Nn. ...E.I.9. - c.5 _c2..2-"'-1 1'h2 C';~,';::'9;J d!3!Y"~a! .:;-:( ".~(;;r :;:It.p~y f:;~;;:~:"""~ ". '.;-~:~ uceiion t.avs;' i:)()A ';13;~~~'.) ':r::!}orc.~,~;:'i0d:.:r '. ,I. ,"", '-~:::~<:(j(';~saodfC4ndto .... . - J. .,; Z::;~'D;~,_:,'::',~L) ~ : ,,"-.,'", ,"(:c:-,'c;,?, Li:;E~.~... ~~;~: ?0;,A " _.. ,W ~:, --~,,- ::0 f'T1 toO >:1: !.Q> z::O ~ ----~ ',.' '. J "",.:. OfFc2 c:: \-' . ' - '..' ,'- >. ~'.. hOOD zeN/'; UIYE..5 PRO"') FIRM 3cP/OJCOO" 6 5/"'1/,,7'<'> A/.If) l!~rA Ol../J/lCJ) l'iC'<'M ACTU/J.L. I'IELD DATA ("I"yaA,b'1>) I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMIL Y RESIDENCES and will abide by the conditions set forth therein and on the permit to construct. The location of wells and cesspools shown hereon are from field observations and or from data obtained from others, ANY AL TERA nON OR ADDITION TO THIS SURvey IS A VIOLA nON OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SECTION 7209-SUBOIVlSION 2. ALL CERnFlCA TlONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONL Y IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURveYOR WHOSE SIGNA TURE APPEARS HEREON Elevations referenced to N. G. VD . =MONUMENT AREA=40,OOO SO. FT, I >< EL. ~.1' z I\) FE PfCkET FENCE: VI V. r>"\ 0,5'5 ;- 0 ~ 10 .' Ol "" " .0 J ....x fL. '0.0' ~ 'iYS S87"09'40.W 38.95' z a ~ r- B ~ 0 ~ > ~ Z ::0 -2 ~ 5 " 0 :::l Z (VACANT) FF 0.4'5 o.J'W z - ..: l.I 8 . ~ FE: O.6'W EL. 8." . ....LL o I " ~S88'57'40"E FF 0.6'N . fO," ','-... ~. EL, 8,5' (0 LOT 180 (DWELLING) 224.97' 2 STORY FRAM~ HOUSE F.F. El.. !5.4' ... s;l &1' 27.1 2nd nR. DECK b ~ .~ fL. 10.4' "'LL -i' 0.8'1., '" 0.8' - 1/ DEC~OI . , t/;iP"t..) <tl."'i ,/ ~'/, ..-:}, ~ ~ LOIIE X , tiJ ;~. ~' _ ~t ~ ~ "~ .. ~/ ,()/ LOT 787 y/ -------- 20/./1" AE: (eI9) 174,95j (S.R. 25) S88'55'40.W MAIN ROAD (VACANT) n.9,.1' x SURVEY OF PROPERTY A T ORIENT TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y 1000-15-05-24.30 SCALE: r=40' AUGUST 30. 2005 NOveMBER 14. 2005 (TEST HOLE) MARCH 10, 2006 (REVISION) APRIL 28. 2006 (PROP, HOUSE, FUTURE GAR. MA Y 2, 2006 (REVISIONS) MA Y 8, 2006 (REVISIONS) JUNE 16, 2006 (FOUNDA TION LOCA nON) OCTOBER 12. 2006 (FINAL) &< POOL) MON O.6'N (VACANT) EL, 9,9' c - L'\j - ~ ~ ooq: .....:J ~ . o ~ ~ - VJ ~ ooq: ~ .... p z ~ ~ '-' ~ ~ I'" <Ii OJ EL. 7.4' LOT NUMBERS REFER TO "MAP OF ORIENT BY THE SEA. SECTION THREE" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON OCTOBER 16, 1974 AS FILE NO. 616D. 05-216 INDEX ~~~ DESCRIPTION -i 7e. j CROSS S~CjLON fo, 2eA".q 17 ' I DEl;;ILS ,-OR llO/~O AND "---'- i 120/100 J"'iPH WINO :70~'ES i 7b i c,:;mss Si:.CllDN for- 21--,t 7e I c.~OSS SC:SiLON fo, 2d i 7d CROSS SECTION for 2are I 7e I c.~OSS SECTION for 2La..1 if I CROSS Si:.l.-l. for 2'A"k..l~,t 70 ! OF L ROOf CROSS S<:.CTION J 79 Il2/Q CRTriEDRRL ROOF OPT. 7h I C:~OSS SECTION for 2m I 7i I CROSS SECTION :01' 2r I 7 j i FlL T~NRTE caNST. DE! AILS 7k I AL! ERNA J E CON~r. .DETAILS 71 I RL I tRNA, Co CONST DC-I RILS i 7n RL TE.:;::NATE CONST. Oi:..l AILS 7p ! CROSS 5:;::CTION for 20 7q I CROSS SECTION for 2D 7u C.'~OSS SECTION for 2t Wind Speed 120 3 SG I I I i MUNCY HOMES, INC. - PLANT LOCA I IONS NT : UNCY HOMES OM5ION 1567 FA ROUTE 4-4-2 ERST, P:O. 80X 325 MlJI'JCYr fA 17756 UPERIOR - BuILD~S [)rVISTof\l"" 65 fR ROUTE 4-4-2 EAST, P.o. BOX 31,.4 MUNCY, fA 17756 PI ANT :=t. PREMIER BUILDERS DIVISION 1567 fA ROUTE 442 EAST, F.O. BOX 337 MUNCY, FR 17756 . DESIGN LORDS: i LOOR: 40 FSF UVING ~ 30 FSF SLEEPING DECi::::S AND BRLCONIES: 60 FSF WINO: 90 MIN. - 120 MAX. MPH (3 SECOND GUST) GROJND ~NOW LORD - Pg: {-S MlN. - 85. .MAX. PSF DRAWING MODEL 2m IS LIMITED TO R MRXLMUM Pg-OF-7dPSF..---- .... -----..-.-.. USE GROUP: DETRCHED ONE IS. TWO FAMILY DWELLINGS RNDJOR TOWNHOUSES CONSTRUCTION TYPE: UNPRO II::.C i ED SEISMIC DESIGN CRTEGORY: B, C OR 01 TOWNHOUSES RRE liMITED TO SEISMIC DESIGN CATEGORY B. DETACHED ONE AND TWO FAMILY DWELLINGS LOCATED IN SEISMIC DESIGN CRTEGORY C-ARE EXEMPT FROM THE SEISMIC REQUIREMENTS OF THE RESIDENTIAL CODE OF NE.W YORK STATE. FOR LOCATION OF THIRD PARTY LABEL, CERTIFICATION LABEL AND DATA PUnE, SEE GENERAL NOTES -. 2.,. NOTE :;7, Sr.T 3b. APPL:ICABLE CODES: RESIDENTIRL CODE OF NEW YORK STATE NYS ENE.~GY CONSEi~VRTION CONSTRUCTION CODE: COMPLIANCE SHPLL BE THROUGH CHAPTER 1..- SECTION lOL3.1 - NY5 MECcheck OR CHQPTER 5, SECTION 502.2.4 WH"""....N USING ChAPTER 1 - NYS MECcheck, INDIVIDURL CRLCUU; I iONS SHALL BE DONE FOR ERCH HOME. I I . NOTES LsgDATFlPLRTEAN:lffiGES.S6.....CFw:./'\FINI.R... FOR Wf'LD:RflL( STATE BU:rLQ1N:; eoos 2.DISCRETE~~HAVINGTI-€SA"lESPEcrf-..c OR RE\lesED ROOM ~ FNJ/OR ~ STYtD SHAll.. BE f'Rf!"FIRED FROM Tt-IES:E Df/AI./lNGS '.lITH WT noOIF1CHTIllN. RXllT!l:lN ORlEl...E1"Il>llNFlNYf""oAN'lER. 3.. BFlTH.. TOIL",. AM) SHO\.JER RllOM LAYCUTS SHFILL BE ~fffi~~JH~~~. SEE SHT Do. /'UN1/'\UJ'\ ROOM DII"I'S, ARERS. LlGHT. VENT AI-I) E~ FOR~ABU:-Si"1'\CESSl-R..L6ECCI.I1PUED\.l[TH. +. KrTO-EN lATOUTS S1"1J.L.l.. BE llERIVED FROI"\ SHT 60. MlNL"IU"LUGHrFNlVENTSHU.BECOMPl..lEDl.'IDt /'\lNlJ"oun ROOM D1r'.'S, AA.EAS, UQiT, varr FNJ EGRESS FORI-FlBrn::a..ES?~st-P-LeECOMPl...lEDWITl1. S. CLOSETS I'\FIY BE !'Ny SIZE I't<O f'LR:ED I'N'J'\.I!-ERE. 1"\INlI'\UM. ROOt1 OlM'S, AiiEAS.. UGHT. VENT FNJ EGR;:SS FOR If'lBITP.El...E: SPACES SI-R...L"BE COI'\PLlED !.lITH. Cl...OSETS OR STa<PGf: FIRSlS SUED AS rA3ITFlOC.:: SPl'ICE Sl-A...L OOnPL':' \.lITH I-ABITFlElU: S"ACE RECUIREf'IENlSSEESHT6e.. 7, FOR DOOR F1t(ll.'INJ0IJ SCHE:lJ..L.~.::NERGT Sl.J/'\/"IRIrr. SEE DRFlWING So. FOR: SECllI'IJ FLOOR S,AlR OCTFIILS. SEE ~AI-.'IN>S 7b. 7'. Th. 7~ 7q. 8..ElUIlJJIIIGSl-f'lVING"AHE!GHTCfTtf<.'EEST~SliALL BEEULlIPPEDTl-ROiJGl-OJTlJITr1l1'lfl..fTO/"W'lnC~ STSTEI"I INSTFU.ED IN ACCORCiA'CE l.'IT11 NF"PR l3ll AS?lIDI:LE!i!STS"1U'o.IS~T~I..IHENTHErnST 51lJR"r IS A EJlSEMENT \..I!-ERc: Tt-E FINISHED SlRFRCE ..Of 1}E fLOJ:R .FlElOVE 1}E E!ASE,.-,n.a. ts:. ~ _' . 1. I1OR( Tl-R-< S" FEEi flfl(IY'E: TI'€.GirnCE I'l..R\t"; OR 2.~T!-FlNS"~F1ElOVETt-E.<1NISl-EOGRCLKl ~--va.. FOR !"lORE: THAN so::; OF n-E TOTFL BUD..D~ PERII"l-~OR . 3.. !'IORE TI-RN 12 FEET ABOVE TI;E F1NL5I-ED GRCO.J;(l ~-va.. AT FNr POINT. 9_FOR~RATEOl'I5sS""BLIES.s::::~9. I ,YP RO.NC,'"i ,=>! ,"1N ! I ,p CAP:;: f'L.==lN : ~c I TYP RAISED. .::;:ANCH I TYP R.qNDi '" L 1 TYP- RANC1 TE TYP S?LIT lEV<=1 ELL LC i Tn" sP' TT : FVEL TIT I RPNC.'--j- ~ STbRY- 1 F.qMILY 2h i RTTACl1m OR 2 FAMII Y [' ,~.q:SEJ RAf\.'CH- 1 FAI'HL Y II 3-22 31 AT I A:::HED OR 2 FFLf'tIL y 12j ,J ,Y~'2 ::>IOR"!':. i3---223i 12k 12 STORY- 2 FAMil..Y 3~22-91 2.1:.-1 12 STORY UPP-. /l0\..IER: 2 FAMILYI6-14---93 I 2f ! c.NO TO END SPL:.J LEVEL 3-22-91 2m I TYP CONTEl1PORRRY 2 STOR':' I 3~22-91 2n 1 FRMIL Y ATTAC1i<="D- 2 STORY 3-22-91 20 TYP SINGLE MODIJl..L RANCH 13-1-93 2p TYP SINGLE MODULE 2 STORY I 3+93 2q 1 3 MODULt. RANCH P~N I 3---22-95 2r I SALTBOX I 3-22-;5 2t I RLiERNRTE 2 STORY 3--22-95 I I I 2E....1 . OPTIONAL F1 EVATIONS 13-22-91 2E.2 I OPTI-ONAL ELt.VRTIONS 13-22-Sl I 13-22-91 3-22--91 NOTES i 3-1-93 Sl-''''--''-J I\U".B~ ", , :2e !2b INDLX O;::-SCRlP ! lON CQVt.....: SH!:.~ j i 2d IZe 12f 2J i SCHEDULES is. NOTc.S SCHEDULES is. NOTt.~ I STRUCTURAL SCHED. is. 4ll. FOUNDATION for 2",b.',rr"r,t 4b FOUNDATION for 2c +c ! FOUNDATION f~r 2o'.e +d ~OUNDR11ON for 2Lg +e. FOUNOA liON for 2h,k,L1 4f FOUNORTICN for 2i 4 FOUNDATION for 2i 4h FDUNDR i ION for 2n +i :-OUNDRTION for 2o.p 4' FOUNORnO~ For 20 I Sa ELECT I>. HEAT for 2ll. Sb ElECT is. HERT for' 2b 5c ELECT is. HEAT for 2c sd ELECT I>. HEAT for 2d,e.f, Sa ELECT 5. HEAT for 2h Sf ELECT is. ~EAT for 21 59 ElECT is. HEAT for 2j.-k '5s-1 ELECT... HEAT for 2k.....1 5h ELECT is., HEAT for 21 51 ELECT is. HEAT for 2m 5j ELECT I>. HEAT for 2n 5k Ei...l:.CT is. HEAT for 20 51 ELECT... HERT for 2p 5m El..J:.CT is. HEAT for 20 Sn ELECT is. HEAT for 2r 5q !E'~CT for 2t 5r HEAT for 2t I Sa MISCELLANEOUS DETAILS SO TYP PLUMBING - ALL MODELS 6b-1. I PLl:JMBING for 2;,k,LJ. 6e I PLUMBING for 2m,n,o,r,t I I I I J I I I 1 ~-22-91 3-22-.91 13-22-91 3-22-91 3-22--91 13-22-91 13-22-91 3-22-91 13-1-93 13-22-95 3-22--91 3-22-91 3-22-91 3-22-31 3-22~91 3-22-91 322-91 16-24-93 3-22-91. 322-91 3-2291 3-1-93 13---1-93 3-22--95 13-22 9S 3-22-95 3-22-95 i 3-22-91 3-22-91 3-10-97 322-S1 aq,!;. 'D:RRI-.IN !3-u:-S1 , 1:::-2231 ,322-91 ! 322-31 13-22-31 13---22-31 1322-31. ! 3-22-31 13~22-91 I_~;~~ h.O-1~?002 ! , ;10-1-2002 ilIJ--12002 IlCd-2002 11.1}--12QCi2 110-1-2002 U.O-1-20G2 P-O+2G02 hO-l-2002 I 110-'-2002 ! I - I !HH..-2D02 !W-i-2002 P.o-i-2002 /10+2002 110+200Z' !W-+2002 110-1-2002 i 110-1-2002 )10-1-2002 1O---1-200Z I 110-1-200Z J 1O-l-2002 ! 2.-'0-98 110---1-2002 10-1~2002 110-1-2002 10-1-2002 )1.0+2002 10-1-2002 10-1-2002 0-1-2002 110-1-2002 10-1-20~ 10-1-2002 10-1-2002 10-1-2002 0-1-2002 10-1-2002 -1-2002 10+2002 0-1-2002 110+ZOO2 110-1-2002 0+2002 10-12002 10-1-2002 8-1-2002 10-1-2002 118-1-2002. 10-1-2002 C-i-Z002 10-1-2002 110-1-2002 0-1-2002 110+2002 0-1-2002 10-1-2002 I I I it{S;;:~~1 MOOr- ! :-d;" i ~~~ i. I z,,-" I R!=lNCH ~ 1 F.ClIliLY 3-22-91 :1!:~1-2nn2 i 2-0 i Ci~Pi:. - 1 ",':""UL t I 1 2c 1 RRI5=1 RANCH ~ 1 FRt"JL Y 8-28-95 110-1-2002 1 2d ! R.qNCH ELL ~ 1 t ,::;MT' Y 3-22!3l 110-1~20G2 1 2", i RP.NCH -I t:..=. - 1 F,ti.t'JL Y 3-22-.91 )1O--1.-2oo2! 12f I SPLIT ~V~, E!....I - 1 Fi=lMILY 3~22-31 ito 1-2002 1 I 2!=; SP' 'I I ~c.L TEE: - 1 rAr'tILY 3-22-91 110-1-2002 II i 2M i RANCH - 1 or Z .:=-.::;r-.!Ly 3-22-91 110-1-2002 j : 2i I RPl:::cD RANC~ - 1 or 2 FFlMIL, 3-22-91 110+2002 I ~ I 2j 1 2. STORY - 1 FAMILY 3-22.-91 IW-l-20G2'! I 2k i 2 STORY - 2 FAMILY 1 3-22-91 110-1-2002 I 2L.1 J 2 STORY Uf'f'ER/LOWE.~ - 2 FRMn.r i 3-22.91 11o-1~2002, 121 I END 10 END S?L..Li - 1 rP.MILr 1 3-22 91 '[la-i-200Z i I 2m ! CONTEt'\POfCARY 2 STORr - 1 FAI"UL Y 3-22-91 ~11O-1-2002 I _2Il .ISINGLE,FntULY HII,==lCHED": 1 FRMIL'r''' 3 22-91 110+2002 1 20 11 nODULE RANCH - l' FAMILY 13-22-91 10 1-2002 2p 11 MOOUL::: WIDE 2 SIORY ~ 1 FAMILT" 13+93 110-+2002 J 12q 3 MODULE RRI\CH - 1 FAMILY., 3-1-93 10-~-2002 j 2r I SALT BOX ~ 1 FAMILY I 3-22-95 )10-1-2002 ) 2t I ALT~NRTE Z STORY - 1 FR!1ILY I liS I il Ii ;1 I. il I x INOICflTESt'\OCIEL;;.f"FIGES CONTIUNaO"''''' JoU"IElE.'! OF PffiES IN TH:: SET I'OT It-ClUDThIG COVER Sl-'l:::rr ~SUlI"l:rrED~U:5STHFlN2+.~36" SI-ETS~VEefE1-jf'l-D~"l"1ICR..LT~ '" I 8, FRO::;MING GETArLS 322-91 1O-1-,.200Z 8b , FRAMING DETAILS 3-2Z-91 10-1-:-2002 80 1 FRAMING "DETAIlS 3-2Z""91 jlD-1-2002 3d I FRAMING DEr.c:lILS 11-13-98 ~O~1-2002 I I FIRE RATED RSSS'"IBL Y DETAILS 9. 2 FA/"'IIlY 3-2Z-91 9b FIRE: RATED RSS-cJ'\Bl Y DETAIlS 322-91 2 FAMILY 90 FIRE ~ TED AS~c'!"BLY DETAILS 3-22-91 !JF'PER/LOWER - 2 FAMll. Y 90 3 Gl=lRFGE FIRE RATED RSS"""t.M8UES 9d ZERO-LOT -LINE FIRE RATED 11-1896 1=lSSEMBL Y OET. - 1 STORY 3. ZERO-LOT -LINE: FIRE RATED 11-18-96 AS5EMBL Y OET. - 2 STOR'!" <- l!! '" CD '0 0 'ii !i~2 ~ I! ~8: t: .!! Q.. G) Cl.m- Q.C) ~ 5=:S~ 1iJ-5ii'" 1-~!"'8 O&jh 1ii . <<1- .g!-g.. 'lS;~ .olS.~ >- ~ ~ 50 ~~~~ :> "'"i",- > 'is. > 'a} '- ~t-ih~ "01Oq::_ 10e 1 ATTIC HVAC DUCT SYSTEM 3-2--91. lOb 1 TYP.ICRL HV1=lC DUCT S.STEM +--197 RANCH AND C!=lFE MODELS too TYPICAL HVAC DUCT SYSTEt', 4-'-1-97 10--1-2002 2 STORY MODELS SP!'q ~s::RVED FOR TI€ i'€W iDOC STfW' OF ~ ~'. , . ~ .. .' -'.'5' . .,. . -~.~.:~ .;:<<0' .\{ ;:-~"~;:~r;;rv~~~A!'" ,~ ,. NY 12231.0(: - "J'o'_ .:oiaSystem,Moae: j' ;,.-, - <>W '-~' J>H3q'o=<.-OjO H/3f7 l-z.[t.l=- . ,-'",'1!;(f'1::lu'"")"sNo.' n". ~ -1- _'c-~ ;.- .,}'~~ \.,'""-, I I p<!"'1 MITEOTO , AC';oRY ...,'L_,=>_e<>rn<><-1. ,,-;;.,__ -.. .._~=-aru,..fto-"""'>' '~~: "11: lilt/"" ~:;;-.="'~"-~~~ '-.....- MASTER SERIES INDEX COVER S1-ITT.-,.' MUNCY HOMeS, -1\Jc. ~-- lS57 PA ROUT::, HZ ERST: p.a Q_ 2~ -".- MI..lt-CY, FA 17756 ~ """""'- Ol'-lMlLnv ~-".,.. 48'-0" f 44'-5" f 38'-11 1/2" f 311-511 f 18'-7 3/4" f T-611 f f Wind Speed 120 3 SG CORNER HOLO-ooWNSC41 SIMPSON _LSTHDBRJ 24-16d SINKER NAILS PROVIDED oS. INSTALLED BY BLOR AT ALL EXT CORNERS COR EOUAU SEE DET -1 SHT 7a..2 b,L,~ , O?,,-o,<> ~1~~11 SRll"" II~ ~2~3~ J. _W~:O_ 0( 0~" I EGRESS --" 5'-7 1/2" 5'-or' "' en 8'-3 1/2" 13'-11 1/2" d //{f> DW B18 <'s', 0'0 x , N - 0 "-- 0-< '" " l%> ~- N , F3 I v B/WF1 ~ 0 Ln 00 ....-4 1217" I "- , '""" I BRTH 3 .'0 I t-- (0 !'l, II 0 + 30 0 "' II is '""" I lJ^t8 "' "" '" I 00 x : KITCHEN ----fl DINING RM lD 1t5i- ;.., en ~~ ~Iro lD '""" , ~ , en + N , "' rrl '""" '""" ~ ~= )1 30 If> I 8 en ~ ~ "'I i'lN RUN 0 I ~, 8~ rrl N , N ~(D :. , ~ .. t-- ill D W / CONTIi'UOUS DBL TOP PLATES 0 FOYER AREA - NO SPLICES '" <: - -- ---- 8> 2-1125"xl8'-0" ML €l ~ en --------------~ 2-1125"xl6'-8" ML en I ----- - , (0 4-925"x103" ML (0 N ---------------- ----- N 6'-2 1/2" I 8'-1" 13'-1 J 21 1Y2" 3'-1" 1 AI " 1\ \Z, 7 1; 7" 3'-6" I 14'-1" 8 "- lD "- C ~ :< L T RED'D/PROVO: 32.7/43.7 '" '""" \\~# N'""" S '""" VT RED'O/PROVO: 16.4/24.3 1--- 20" '""" I .. en CANT. FLOOR I-- ~ f-. COMPo /'L Sl-f'PORT I j.- 4'-6 1/2' 0 I (!) is " '""" 8 STRIP N I -1 .... " 00 , [L ~ "- - ;.., " '""" I W = J8 lD " I Q! a 0 lD I 0 ..... I it! FRMIL Y RM ~ " u... - en '""" LIVING RM + '" I ~ '""" (Y) "' 'I ~ , ~ L T REO'O/PROV'O: 182/402 - " RAIL'G ___I;::>- , '" VT REO'O/PROV'O: 91/11.7 , j.- L_~ - BY BLDR + "- FOYER - .. lff1 en N I~ T~ ~ "' I "- COPEN TO ABOVE) ~ '""" "K 1T-511 7'-10 1/2" 3'-111 17'-5" - is I ~ en rrl ~ lr~ ~ I j,~ 3-925"xlO1" ML. OBL JACK , 3-925"xl01" ML. DBL JACK en IT '" ----- Q<:;<:;R ---- _, '1_ .m ----- O<:;<:;Sl ~ 30378 3037 S 3037 S 72VINYL €Y 3465 S CONSTRUCTION NOTFS: SIDEWALL SHEATHING: 7/16" OSB-BLOCKED 8d 6"oclEDGEl 12"ocCFIELDJ 1/2" GWB 5d 7"ocCEDGEl 10"ocCFIELO) ENDWALL SHEATHING: 7/16" OSB-BLOCKED 8d 2"ocCEDGE) 12"ocCFIELD 7/16" OSB-BLOCKED 8d 2"ocCEDGEl 12"ocCFIELDJ J 39' -0" J 24'-0" \ I 17'-11 1/2" ~ SHTG. CONTINUOUS DBL TOP PLATES FOYER AREA - NO SPUCES ~ €Y I 30'-0 1/2" ~ SHTG. 36SL2 €j) J 9'-0" J J ElL.IRIDEVELR.JT1-I:RIZATION: T1GO NY NOTF: APPLICABLE BUILOING CODES: 2002 NYS RESIDENTIAL CODE; 2002 NYS ECCC: 1999 NEC THE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND CDNSISTENT WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THE APPROVAL ON FILE WITH THE DIVISION AND THE CONDITIONAL APPROVAL LETTER. sroEWALL= 2x6 16"oc MARR WALL= 2x4 16"oc CLG HGT= 8'-0" LABEL - . ADDTL BSMT COL - # DESIGN SNOW ZONE= 45 GSL ROOF= 9/12 16"oc DESIGN WIND ZONE= 120 3SG WINDOW & DOOR DP 1st STY= 35/45 WINDOW & DOOR DP 2nd STY= 40/50 DE5T.= ORIENT, NY. SUFFOLK CO. PREMIERBulLDERS =..~ ';:";-06 DM PE A lft OF lUCY M:ItIEi. N:. - 1-20-06 OM BAR 12-30-05 JK RE '667 Pa Rt44:E lUJcy. Pa rms . I57OJ546-8g5 11-4-05 DM PE www: rmier-ooNders.can l>>M1t. NlCOOln 10-14-05 OM SR 10-10-05 JK REV 9-13-05 JK REV ~NJ; 000 .>JB/SER. "" 38852 TURN KEY / -iETT 1 STY FLOOR PLAN OWN. or. -iAK <ATE 9- 2-05 5CR..E 1/4"=1'-0" m , 10 N o , 00 48'-0" f 34'-8 1/2" f 3D37@ 5'-11 1/2" 4'- VD24- '- BF! N "- ..... 2 t'- , m o (r) 211 4'-211 2 t. ~~ ) o (r) 2'-11" -.J >- z > N t'- m , Ln ..... BR 1 L T REQ'DIPROV'[): VT REa'D/PROV'D: 22.4-/53.7 lL2/26.6 @ 17'-5 1/2" EGRESS 34652 @ J 39'-0" 25'-1 1/2" f 72VINYL @ 11'-7" SITTING C4-D PSF FLOOR) L T REO'D/PROV'D: 12/30 VT REQ'D/PROV'D: 6/15 F1REST 4'-11" FACT 0 N "' "- ~ ..... t'- , m BRTH 3D t p>>~~ N "- ..... RAIL'G <D BY BLDR I en RAlL'G BLOCKING COPEN TO BELOWl 11'-4" RD= 72"X62" J 30'-0 1/2" SHTG. DH724-4-RT @ I 24'-0" ~ WINDOW ~ 12' 12/12 DORMER CONSTRUCTION NOTFS: SIDEWALL SHEATHING: 7/16" OSB-BLOCKED 8d 6"ocCEDGEl 12"ocCFIELDJ 1/2" GWB 5d 7"ocCEDGEl 10"ocCFIELDJ ENDWALL SHEATHING: 7/16" OSB-BLOCKED 8d 6"ocCEDGEl 12"ocCFIELD 1/2" GWB 5d 7"ocCEDGEl lO"ocCFIELD) NY NOTF: APPLICABLE BUILDING CODES: 2002 NYS RESIDENTIAL CODE; 2002 NYS ECCC; 1999 NEC THE PLRNS AND SPECIFICATIONS OF THE PERMIT SET RRE DERIVED FROM AND CONSISTENT WITH THE PLANS AND SPECIFICATIONS RSSOCIATED WITH THE RPPROVAL ON FILE WITH THE DIVISION RND THE CONDITIONAL RPPROVAL LETTER. I , r 'LL ,CD '-111~" m J 17'-11 1/2" SHTG. SIDEWALL = 2x6 16"oc MARR WALL= 2x3 16"oc CLG HGT= 8'-0" PREMIERBu/LDERS ::~ ~;-06 OM PE - 1-20-06 OM BRR A M:: OF MUIC'Y M:MES. N: 12-30-05 ..JK RE 1Sli7 p, Rt442f, Mn:y. Pa f7756 . 1ilO_ 11-4--05 OM PE www ~ 10-14--05 OM BA 10-10-05 JK REV 9-13-05 JK REV F'l...ANN:l; 000 ..oBISEI'- "'" 38852 7'-011 f 34652 @ EGRESS 13'-0" BR 3 L T REQ'D/PROVV: lL1/23.7 VT REaD/PROV'O: 5.5/1L6 N "- ..... t'- , o ..... 9'-7 1/2" "'- FLOOR ACCESS FOR FIELD INSTALLED CTR. GIRDER BOLTS. SEE DET. .4- SHT 7a.2 EDGES SUPPORTED BR 2 L T REO'D/PROV'O: 15.7/23.7 VT REO'D/PROV'D: 7.9/11.6 14'-11 1/2" EGRESS 34652 @ } J 9'-0" J BlDVllEVEL 1101< TURN KEY / JETT 2 STY FLOOR PLAN OWN. sr. JAK "'TE 9-2-05 SCR..E 1/4"=1'-0" f Wind Speed 120 3 SG o en , ' en fr1 ..... ..... m , 10 N en 0 , , N m ..... ..... ~ (f) I (f')...-___J ~+ I I 15" I 30" 3 ~--~J --------~------ 11 r-------.(C) I I I I I 6 WP I I I ~ } L '"' ... - -, . 2 6 '" I I Z' " :~~nn I I I I I I I I I I I : -<7-n- I I ~----~------------ I I I I N f8"'" 2f" 24" f8" 36" I I'" ,en ~ }fg II II II II II II ---II 2 '" r- ~------~~-----6~ I I I I I I I I I 1 I ~:5SS ~-~-~-* # I I I I I I I I I ~ ~h_h_ 36" f ---~ L_______, ,----__..1 1 I I 5S~ 20 a 8 ~S3 8 I;; r----~..lL______________________, ~ 6~~---~ 6f" a<?- : --\]- 7 ~~3 I" L:~_nnnn~ I I I I I I I I A I I '" Ll..1. I I t-- I I 7 I I I 6f" I m"'-----~~ ~ I ~ L-~-__________________J en '" ... 36" I I I I I I I I ~ I I I I I I I I ~ N r- I I I I I I I I ~ I L__________________~ en I - " NY NOTF: RPPLICRBLE BUILDING CODES: 2002 NYS RESIDENTIAL CODE; 2002 NYS ECCC; 1999 NEC THE PLRNS RND SPECIFICRTIONS OF THE PERMIT SET RRE DERIVED FROM RND CONSISTENT WITH THE PLRNS RND SPECIFICRTIONS RSSOCIATED WITH THE RPPROVRL ON FILE WITH THE DIVISION RND THE CONDITIONRL RPPROVRL LETTER. 8 55'5- , f I I I I I (B}------..l ~ 7 I-- I I I I I 64" 3 ' i?- I L__ 8 I I I I I I I I I I II I II I I I I I I I I L _ -, I " " II II II 7 (R) , -_..1._______ 8 1'IJTl<JmJ'1T1<N N f8"'" '" en ~ I I I I I I I I I ~ 6 .&. 36" 6 7 ~.Fl.JTH::RIZATION: ___ ELECT. '" DROP PREMIERBulLDERS =..~ 'E'" - '" en ..Oft: OFIM.H::rH::lM$ H:. fi67PaRt~I.tn:y.Pa17756.1570li46-8915 WWW -bJI1dtn.can TURN KEY / JETT 1 STY ELECT PLAN """"" JAK oom 10-10-05 ~- SCR..E> 1/4"=1'-0" 2-1-06 DM PE 11-f-05 DM PE f'l..AIlN:); 000 ..<lB/5ER.""-' 38852 r-----------_________________________________________________________________________________________, I -g 2~ 20 ,- (f) , 209- o I I I 20 I r I r L - --(f) [0 r-------________________ 20 24- 20 I r I I "' I (f}--" lfl " 24- &. * r-----------_________ 4-6" I ~ I I I I I I I I I I , I 00 ... 60 ... '" ... 24- (8) 60" II ~ - ~-~ 2~-S3~$~$ I I I I I L__________.J I I I I I I , I : ~-_!.~---------~ I I I 21 - -, S4-5- -, " ,..-'1...____________ '" ... - r I i~---------- 27 1;2" 4-2" 4-2" ) 20 24- m (f)= = = ~- r I r I I , '" m '" , rn r (C)-----~ '" 23 "- ~ , " IE) ~-~ "' ~ ~ I , I '" I m I I I I 23 I I I , I 54-" '54-" '" I ?{/" "' ~ ~-~ ~ 23 L-----__________N -- "- ~ 3 " &. 23 m Y; 22 IE) 2 22 L_____________________________________________________------------------------------------------_____.J -<7 60" 4-3 1/2" I '~4- L_-Y ~ L__ --------_________.J NY NOTF: APPLICRBLE BUILDING CODES 2002 NYS RESIDENTlRL CODE; 2002 NYS ECCC; 1999 NEC THE PLRNS RND SPECIFlCRTIONS OF THE PERMIT SET RRE DERIVED FROM RND CONSISTENT WITH THE PLANS RND SPECIFlCRTlONS RSSOCIRTED WITH THE RPPROVRL ON FILE WITH THE DIVISION RND THE CONDITIONRL RPPROVRL LETTER. IE) , (AI 2~ 4- 21 ( 0] - ---, I 38" r ~ r , r 1.t'2" I r , I I , , '21 I I I , , I I I ~ r Lfj) b ... 4-0" 4-0" -<7--------~ I "- N I I I I -0/ 38" ~~......3-~ r I r I I r ~2 I I I I "- I N ~2 RRC FRULT PROTECTION RLL BEDROOMS "-'Tl<J<IZRTIllI< A.DW,OFMlCYH:lriIIH.IIIC. fi67 Pa Rt44a:, Atn:.:r, Pa f17$ . (STOPf6-89'5 www _.can PREMIERBulLDERS =:~ - REV: TURN KEY / JETT 2 STY ELECT PLAN <M<ar. JAK "'TE 10-10-05 5CR.E 1/4"=1'-0" 2-1-06 DM PE 11-4--05 DM PE f"\...ftII N:l~ 000 ..x:lB/5ER.t<<t; 38852 en . (0 N r 48'-0" en c , ~ SIDEWALL LATERAL LOAO= 7.726bs 1/2" DIA ANCHOR BOLTS .. 7'2:'oc (1'2:' FROM CORNERS) INSTALL RIM BAND TO SILL PLATE STRAP PER llETAILoZ SHT 7,..2 en , irl ..... 6'-611 11-611 7'-1" 1-1 II 2'-3" 5'-9" 5'-9" ,. - -, r- - -,...- -, l'" - -, I I I-(J 0-< I I " o 0 [I 0 " I I e I I ,\ L - - - " 1/\''O ,,\.\. c}i L______..J 1.._____..11..___..1 ... - - -, 1 ~ ENGWALL LATERAL LOAO= 19.7651bs ~ 1/'2:' OIA ANCHOR BOLTS .. 17"oc (12" FORM CORNERS) INSTALL RIM BAND TO SILL PLATE STRAP PER llETAILoZ SHT 70..2 o L _ _.J ~ I en / SIDEWALL LATERAL LOAO= 7.7261bS 1/2" OIA ANCHOR BOL TS ~ 7'2:'oc (12" FROM CORNERS) INSTALL RIM BAND TO SILL PLATE - , STRAP PER DETAIL02 SHT 7'.2 - 0) -' 12'-0" NOTE: 1. THIS FOUNDRTION DRAWING RND NOTES RRE FOR REVIEW ONLY. RCTURL FOUNDATION DESIGN TO BE APPROVED BY R PROFESSIONRL ENGINEER OR REGISTERED RRCHITECT. 2. THIS DRAWING TO BE USED FOR DIMENSIONS ONLY. 3. SEE FLOOR PLAN FOR DIMENSIONS OF UNITS & STAIR LOCATION. 4. SEE MASTER SERIES DWGS.. SHT. NO. 48, & 3c. FOR NOTES RND DETAILS. 5. MAX. COLUMN SPACING= 8'-6" 2'_311 '- 61-8" 81-011 r- r- -, .... - -, " o " 0 0 " I f- 0 I 1.._ __..I L___.JL______.J Wind Speed 120 3 SG r ENOWALL LATERAL LOAD= 19.76Slbs "'-....J 1/2" DIA ANCHOR BOL TS ~ 17"OC ~ (12" FORM CORN':RS) INSTALL RIM BAND TO SILL PLATE STRAP PER llETAIL02 SHT 7,..2 21'-10" SIMPSON oLSTHDBR..J ~ AT ALL CORNERS<4-) SEE DETAIL 01 SHT 70..2 (QREOUAU BASED ON 3000psi CONCRETE 18'-0" fl.LJVlJE\/E[ OVTO<RIZATIOIot , en I (0 (0 , N E- N en _ 0) I ADn:OFMtN:YM:MlE$.N:. fi67 PI Rt44~ AtrLy. Pa fT756 . (570$46-895 WWW -bild!rs.can PREMIER BUILDERS ~~ OEV' - TURN KEY / -.JETT TS. FOUNDATION LRYOUT """"" MINCE """ 1O-14-05BA .......- ""'-" 1/4"=1'-0" 2-1-06 OM PE 1-20-06 DM BAR 11-4--05 DM PE Pl..J:t,l1'O; 000 ..oB/5ER."", 38852 CLG. ~ ttB ttB ~ to ~ ~ '" FLR. CLG. ~tE , tE~ v 0 DD 0 ' ~tE , tE~ ~ ~ ~ ~ to '" FLR. FRONT ELEVRTION FlJT>OOZATIa< 1'ISN..F.RJT'l1:RIZATION: NY NOTF: APPLICABLE BUILDING CODES: 2002 NYS RESIDENTIAL CODE: 2002 NYS ECCC; 1999 NEC THE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND CONSISTENT WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THE APPROVAL ON FILE WITH THE DIVISION AND THE CONDITIONAL APPROVAL LETTER. DW, OF MUCY I<<MG He 667PBRt~J.tn;y.Pa 17756*(57[J'S46-8g5 www: -blikBs.can 'REMIERBuILDERS =..~ ffY; - ~- 2-1-06 OM PE 1-20-06 OM BAR 11-4-05 OM PE 10-14-05 OM BA I"lJf'.l N); 000 ..(E/SER. foil: 38852 TURN KEY / JETT FRONT ELEVATION -1 OWN. sr. JAK mre 10-10-05 S<:I'U: 1/4"=1'-0" DE IRAIL'G 0 SITE BY 81j RERR ELEVRTION NY NOTF: APPLICABLE BUILDING CODES: 2002 NYS RESIDENTIAL CODE; 2002 NYS ECCC; 1999 NEC THE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND CONSISTENT WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THE APPROVAL ON FILE WITH THE DIVISION AND THE CONDITIONAL APPROVAL LETTER. if if I] I] I] I] "-"'/lJEVE!: FVT><l<IZAlllll< CLG. '" 0> FLR. CLG. '" '" FLR. ADfr.OFMlIICTHOIlE5.N: '567 Pa Rt~ Mn::y, Pa 'fl'l$ . ts7VJi46-895 WWW -ooI1d9rs.can PREMIER BUILDERS =..~ REV' - TURN KEY / -..JETT RERR ELEVRTION -1 OWN. "" MINCE CAre sou: 11-4-05 PE 1/4"=1'-0" 2-1-06 OM PE ~N:l': 000 ..o8.'SER."'" 38852 . 12 91 CLG. , '" en /RAIL'G SITE BY FLR. CLG. ~ , tEE '" en DO FLR. LEFT ELEVATION ~ ~lllN NY NOTF: APPLICABLE BUILDING CODES: 2002 NYS RESIDENTIAL CODE; 2002 NYS ECCC; 1999 NEe THE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND CONSISTENT WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THE APPROVAL ON FILE WITH THE DIVISIDN AND THE CONDITIONAL APPROVAL LETTER. PREMIER BUILDERS =:~ ,"", - A Dw. OF MtNCY lOA&. Ie t567 Pi Rt442E. Abr;y, Pa 1Tl56 . (5'TOJ546-89'5 WWW "buf/d8rs.cim TURN KEY I .JETT LEFT ELEVATION -1 """"'" MINCE llRlB 11-4-05 PE sou: 1/4"=1'-0" 2-1-06 OM PE f'l..R.l NJ~ 000 J:B/SER. "" 38852 tB tB tffi [OJ I I RIGHT ELEVATION TURN KEY / JETT RIGHT ELEVATION -1 "-llIUOCVEL TIOI< PREMIER BUILDERS =:~ REV; .... NY NOTF: APPLICABLE BUILDING CODES: 2002 NYS RESIDENTIAl CDDE; 2002 NYS ECCC; 1999 NEC THE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND CONSISTENT WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THE APPROVAL ON FILE WITH THE DIVISIDN AND THE CONDITIONAL APPROVAL LETTER. A DrY. OF M.M:THCIWEi$.IrC. '667 Pa Rt442E. !Uq, Pa fl756 . lS1Oi346-895 www: emi8r-tUltin.can ~- _or. MINCE """ 11-4-05 PE SOUl 1/4"="1'-0" CLG. fa en FlR. CLG. fa en FlR. 2-1-06 DM PE Pl.FH"'-' 000 .JOOISER."," 38852 . . I I I I wlw ~I~ ,I, ~!5 T -~ ~ ~. 1 ' , in!!! gg r < " " < < 15 8: 'i , "I~ ,0 I~ r ZO'-O"'I"'.!N.EULiJING:-ENGT;-! 1D'-o'" J'\IN. ~H OF I"\O~-S 0+"-0" tIAX. u:NGTri OF M-"Ol...lZS r/~'''- 7 3037 2!"~rr I".IN. El.i!L8iNG LENGTH ,~, ,= lC--.{)"rJN.LE.";;;r,GFMu~' TI'l'T.Lcc;:rTT.1lN(F , ~S"DRATh'Si.lITK7! CPT. GARl';GE // ~~~~~T~ / ' ~'~_..~-- !,: ~L @j..J' - '\~ /\8- .'-~\ " " ALT. " ,"______, ---~~~__J! ::--:~~-:S nn_nn_;! !i ., " II II ': :; II I, " I, " " ,... " ,[ I, :::;; :; ,I'" 't ".... " I 1 ~~O~~:;.." tc,------_____. I _=======__:j) FlS SHO\.JN [))l DRf:11JlNGS. 4-25'7 <1-257 lNITS MRY J-RVE Cl'";SE1Oh FINO/OR AOJOlNING U\JITS AT E!TJ-El( Ill< BOTH ENOS FINO SIDES. ,LMTS~AY ~K MVIf~~Illmsr&O I'Ai<YlNG ~YFNOI'R'f1l!::ROrATE09:!. ~Af'm:FI_lr.j~~~E.1S GOVERI\!ED ~1&~~~~~~ FCI<. CROSSSEC'T1oGAi'D RL'f'ERt.I:ln: CDNSlRUcTJ:et.I 08A!LS, s:::E 5HTS 7f. 7g.. 7J- n:. 71'-...1.. 71. 7m. 7.... 70. &, Bb. 8d /''''''--''''''''''''''-<.1 4-2S7 -1-257 5+'-Il"'."\AX. !LNGTH OF noo:.:...ES '="""~"""" ~ ~ +'1Si ,= 11', ....., '-_~': 'v": " , '1 " 7-Q"i"lII't I," __~ MlN. GRCS5 FLOCR AR:::<;; 50 SF NOTE "3 (F'T.DINlNGIi!OO:"l OPT. NOOl( O"T_FAKrLYROOI'I I'1:IN FiR"".Jl; 70 SF 7-[l"nIN. ,~- KITC,"'EN I ~1~oi"." i ,..--""--.""..... I NOTE o!l ~ ~ ______.' m r NOT:::_S T-{)"M.!N. o w 2 ,riiJU' \. 0/ eJ ::-:::::1 I I '; - " w :! ~ " " cc========J] -.l j ; ; , I ,\ ,',' ALT. """,',' ....., "STAIRS!:::, ,0 n :~n___~.....'_!..~_~J-,' ~ :~=====~fnn_-~ ~~\:n_j i ,,-----j, NJTE"1<- U'-6'"' t:\IN. 1;----. ~t=====]: FOTm !0Irl VRRlES ': " " UlTH IJIDTH ~ U=====~ '!" ~rr U'-5" I"IJN. DrJ-c- VRUES IJITH "'IDTH CE UNIT J ' , "-,." I _,,:;', r ..,:c;, , I' , " " :: @] @ "~ NOTE: -H- 7'-tl"MIN. 2D'-{l"MAX. FA/'ULTROO/"o ~, ~2.<;:70SF ~ . " " " " " " " " "8EDR.OoM ::I'IIN.I'\REA:7QSF ': " " 7'-{)"1"\lN. DFT.DlNINGROOt'l on, FAr1.ILTROOM MlN.FiREFl:70SF ,~- IlLLI-fl~SB'!"B.JIL.ra IiDGHT::'I4."/'UN.:'IS"1'IAX. FOR STflIROCTFIIl..s. SEE: 5HT 4-0 " , " '" l'.rrMIN. " " " t ~ ,= FIRST PI AN Of'T.DRESs:lNGRr\. OPT.CLOSE:T OI'T.BEtRClClr'o O./"T.CEN OI'T. OPEN FOl'ER - SEE NOTE_213 l'I1N.~rTFIBL.EARffi70SF <= <= <= FLOOR SEE SrlEET 3b, GENERAL NOTES - 2,. NOTES "13 &. -17 SCALE: 1/4"=1'-0- SECONIJ FlOOR PI AN ----------------------------------------------------, 7,,1 FOR S/12OR 12/12 ROCE Cf'T. ".-,12 ,",.<2 / ':112 ,/ '012 I I ,~Of'T.~ :: :: SEE SHT B~ ,I 'E ,I " ~_________1 :J= 0.. "'" IDI j ,I . , fJG DO DO . , FRONT S.::ESHT7S SIT SHEET 3b. GENERFL NOTES - 2, NOTES -13 & "17 SCAlE: l/4-"~'-O- , , , , , , ,---------, , , , , , , , , , , lNTSl G:FRFlGE SHFLL BE S~ARRTED FRan 0W'El...LIN> UNIT BT 3/4- f-IlR CONSTRU:TICN S:Z SECTlIJW 309.1 'l"l-f:lClUGl1 3llS.U. GI'lRAGE/TDI:INTSEPARATION~TOB.EWPlllOS SEENOTE_21 FOR EXTRA 1'1W5S/RAFTER REOUlREMENTS ON LD"IER ROOF SECTIONS DUE TO SNOW DRIFT, SIT SNOW DRIFT SECTION OF THC: CFlLCULATIONS MANUFIL. 1.S.. Arne ACCESS Z!":drr. 2[l ~GRR.. GARAG""-S: S/B" G1'P8O ON CL!>. FNO AOJJINlNG ~Lr6l~A 0ClC:IR RFIlEO RT 20 I'IINUTES MINIMUM. 2I.. (N'YJ OPENINGS BtTWEEN TH:: GARAGE RNO RESlDENCE: sau.. 8E EaUIf'l'>EQ "lITH 1'1 4.S t:\INUTE F'JRE-RATED O~A...~LYEaUIPPED\JITHFlSELF_(;LCSII>G ~I~ 22. WS~l-iAfEsP~ m'-~'l:t~.'t1L~~ ~~/~.i>rn AT~FANT(;t-i=lSE:I<EQlF-S1tljIlTa.lIRF"a<: FUF-l1USTHFlVEt:\IN.2"C'~TOCOf1BU.5TIaLs. 23. CROSS HATCHED ~ IN FLOOR tLG. OOICRTES "OLC"R THE: Gl'F. 80. IS OMITT~ TO FLLO\.l CN stTE PLU:',SD% C()oN(':ITONS 1IY BIJILDEit U. FOR OPITCN'lL EL.c.-vRTIONS. S::E SHT 2E..U:. 2S. I'1IN. I..IIDTH F~ STAIR OPENING IS 3'-{l". 26'.. FCR Cf'TICNI'l. tLOSET CONFIGlJl<.<lTICN'G. SEE: SHT 6... I 27. I../RTER HEl'lTER (ELECTRIC ON'...)) IF CRAWl.. SPACEOf'~!S~FIED. 28. lNrJ FOR lMTS LOCATED ~ SUS/'lIC OE5IGN CATEGORY Ol, Df'9..IINGS IN 1rE FLOl:V< 00 ROCF SI-R...L NOT EX~ TWELVE (l2) F~ OR so PERCENT OF TH!': LERST FL!X:W<1 OR: ROOF DIMENSION. IDI 1 ,I ----------------------------, FL OOP 'PI ,qN rONT. NOTte) THE '-I1DTH OF. \.IINQER TRERJS Ai A POINT N:lT MORE THI=N.l2!NOES fRCl'"\ THE SID:: \.IHERE ltE T"RE:AOS ~~SI-FlU.NOTIELES5 ~lIlINiBRNJTH::t'\INII'Vf'I IJIDTH OF F'WT TRERO SI-Rl. NOT BE LESS"Tl-A>lSINCHES.TtE . CONTIMxllJs 11'N:J<R.IL SH'U BE: LOCATED CN Tt€ SIOE: I.JHERE THE """"m-= /Il1TE_17 NOTE-20NOTf'ORNYS , , ------~-------------------. IDDI I ' ,I -------,~~:~=~~~===,-------~-~ , , I , .-+---~-+-----+-, , 1 I '" . " " I I . I " , , I' '" , J ", I I " , , ", '--___-'"_____J, , , , FIELD NOTE oS: : ;., 1 ,J ~::::::::::::~::~:::::; lQ'-{l"nIN. AL TFRNATF STATRS SCAL:::: 1/4"=1'-0" " i' '''' FI FVATION SCALE: 1/4"=1"'-{)" ~-------------------------~ , "'" ~:.:.:';;:;::'~:::~::::... J ~7,90c12 ~-~~~~~~~' '~~;::::~~j . " FArlILT ROOM "'" , , , , , , , , , ~:;::::::, 12 ~:;~ 'Cl s'7.g"c12 '---~---h~ ':::-.,,_______, I ".:.~ ...:::... I l~-:;-:;-:;-:;J ''''''"'''"",",j o . " , , , , , , , , , , , , , , , , , , R=-qR F1 =v~::nrnN .--, , , , , , , ~n1 , , utJ KITOiEN :: ^F'F'ROVAl~ . FACTORY BU!Li"PORn'2N ocr 212SJZ , , , , , , , , , , 2'!'"OIfHG "'" , , , , , , , , , , , , ~~ ULJj 1 F="T SiT'>=' ~~AT7,rN s:Ft.SV8":i'-Q" RTr,-"iT 'iTn;:- ",~C""\1 pr RN W/T~P OPT. OFFSFT 52'=: SnT 2E...J. FOR OPT. El.EVA I ~ONS SC.==lL.,f: 1/8"=1'-0" a;:;TA6Fls::: KlME 02\.2, ------- - z " I F I ~ LO NO! r- S 1. ~~~h~ ?}F!~'rSJ Lc:':S::::='tli< ~D 1'2. SIO!~FOR El'-'OS:S SHIP?:oI; LC::S:O:~ ~o L\ISTI>.u.;::lTION 8'r BlJIU)-;:it ,3.. S1DO!'S,STAIRS.-H=N:lRRr:..s, GtJTT:::RS, OC\.IN..~OUTs.. l'MJ S?LRSrlSLO"'..J(S RRE ",-,"i~Nls,im F':.'D L'GTFLL3J i3T BL.'IL:..."<:RINAcc::RO.~IJIThSTAT:::P.'iO/GRl..O::;;;L :::OOES. ~. SAS",'19l'j l.IINOO\.lS FRE: Cl!'T1ON;[L fi'IO !NSTFlLL..':Il i3T BLlICba s. 1J1 ~rNGRrj,-~C~~~Df:.~. ';'~~~'gcff~OR FELO INSTAL1...ATIOI\' i3T E>.JlLoa 6.1"\P~\r::.l<€aORFDLN:J;:rrrONSIOlNGSLiF'?l.Im IN) INSTFti..EO i3T IIUILDER. 7. ~TlON 1'5GHT OF METAL CH!i"'tNErs FrrLD INSTALLED BT ~ER Sl1FlLL lI.E !"\IN. 3' ABOVE m-G1~1t~~~~~~~HRU Th:E ROOF!WD a ~m~E:6~"DOOR. AND FL..OOR ARE n-Z .~*' .'i5D.GE \IENj: SHIPPED LOOSE FOR. flELDlI\'STALUITION liT 8I.lILDEJ;a, SEE GENERAL MJF-S'_ ~ hOTE 01ll.. 5HT:'lb. b , FLOOR PLAN NOTt:S 1. ~~c.l''s~},-O~'hmfulb'Tff~~ TrDSE .t EGRESS REOJIREM...~TS RRE: ."\=... 2. ~n~~~OOED~~~ a:: LIGHT &'-l-X 3. SEE.5HTs.l~At.TERNATEKITC1-DI&.BFlTHLRTOUTS. +. "IINOO1.J5 ARE J'!VAU..AIILE IN MOST BFlTliS Loc.","iEO ON EXTERIOR WALLS. ~ MARRIAGE: 1..IJ:lU. MRY BE OMITTED, PI<OVllIED THE: ~&~~T. ~ THOSE::.SHm<N IN 6. ALL kaF mCt"ESSHO\.IN ARES/Ul.N...ESs OTHER\.,"'..sE NOTED. 7'~~r.~AVFlILA8LE:INI'\OSTIJNITS, a RlXlmCN'lL f\.IU.., :'1/4_ OR 1/2 BATHS /'\AT BE RDDED \.iITHIN, THE llNIT. ..'IN!f'\UM ROOM DlI"IEN5IDNS.. RRERS. UGI1T. VENT .AhlO EGRESS FOR t'AlIITABlE SPRCES SI-R..L BE COMPLIED 1JITli. 2. H'll..L I'\R'r BE LOCFlTnl IN F"Rl:WT OR REAR t'tOOlJu:. W. THIS IJR..L MAT BE O/'\ITTED 0::1 EX:1'ENlJED TO FORM I FlNRROi.JRY. IL SHJT1ERs ARE dPTICNAL 1.2. Fa<: LReELS flIooI) MTA f"LATE LOCFl"TlONS.. sa:: G&lERAL /llJTES - :2. l'IDTF: ~7T 5I1T 3b. I3.FOR~R/o,()GENERFl..NOTES.. 5E StiTS::lo. At>O:'lb. H. F'Ol'ER !"\Fly ~ T-B" MIN. CLG rGTH II<: MR, BE: 0f'EN roS--~Fl.OORCElI..IJii:f . lS. ~~~~\~.~~~~~~ 1.6.. TH:: NUMBER OF l.III-CJO"-'S SHOlJN OIlL.L VFlR'r \JTTH OOlVIDLIR.... FLOOR Pl.R>I. I7.~E~Tm~~E.TI-Rlll"PER.THISFlRSR J.8.~~I-<<l~VlNTL51DINGSHO"lN.DTHER. Sf'ACE RESfRYED FOR THE N5I Yll<:K STRMf' Of' APFROVFlL 'Ji-!i .~* I ~~~, '" "--"'<"c o>~~ !Z-5;>- ~ IUJ<Ilzu.- ,W 0 j-C> _ 1~8~~ I W .......,. ,C .0:; ~ . . < ~ . ~ " o ~ o l. .) '. ~ " '\)~i 2 J"! I --i'"~ t ~o n~- ~~'j ;!I: {Y ~:3! g J <: ""oS . MAS I EP SERlO.:> TWO STORY MODELS FLOOR PLAN, ELEVA liONS ~ NO I J:.S -MUNCY HDt1E'S,. INC. 1557 p,q ROUTE _4--42 85T, P.O. 3DX 246 1'1UNCY, IO,"N 8Y I "J_ I PA 17755 DRTe... I SCA' ,.. 3--22-91 I SHOWN I REV. isH!. NO" 110-1-2002/ 2j I!! ca'tJ 5'ii :ije =~eR: E .. Q... 8. 15. i. t! 1? 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FOR FLDQR RS5::MBLT SU"PCIRT'lNG CONS'ORUCTION.. SIT R32l.1.1. 5. ~ SI'iPl.L CU'1='L.T ~ R3C1!l1 THROU~ ~O9.3. CARPORTS Sl1'lLL COMPLY \.JITI1I<3OS.... 7. I'LL nRTERll'L fL~d1SLT_ CONS7RUCTlON F<<l ::m.ll?f'\ENr SMALL COMPI... 'l' \.JIil1 1l1E RESIDENTIAL :no:: OF NEW Y02:: STATE. F1RE RATINGS SIiRl.l.. 8;:: INorc;;r::n BY .FIF'f'I<<lVED FIGDel' O~ MJM8ERS ~Q. FIR!:: I .ocTAIU:D ON DRA;.,lNGtS) 9. . a INSTFlL!..ATION OF 51"10l::E" ALRRI'IS P.NO I'IUTOMRnc S?RIN/QE:R Sl'S'iEMS SHFll..L COMPL':' >JITI1 SiOCTION R317 9. ~or~~~~~S::MfUE:S ~ ~ SE::1'1CN RSCI2.12. I'IAT<:RIFlLS 5l-R...L COMPLy wm; _ SECTION R502..!2..L 10. fJRESLOCKrM; SHRLL ee: PROVIDED IN 1.JOOD-FRFIM!:: FLOOR CONS1Rl.r.::nW Rt<l FLDre-c::JLIr-s f'lS5Er\BUES IN ~ \.lITH SECTION R6O.2.8. CHII"II'ET nREEL~ SHALL COI"PLY IJITIi RlOOU6 FIRi::8LOClaNG 5H=lLL 8E PPF..lED BU"ORE: Sf'Fr"':: IS COVERED OR CONCE.''lLEU 11. ROOF COVERINu-s SHALL COMPLY >lITH SECTION R.'liJ5. 12. SKYLIGHTS ANa SLOPED GLRZlNG Sl-A..L CQMPl Y W:iTJ'i SECTWNS R308.6J. TliRaJGH R30B.5.B. lS. ~ fWl PI...RSTIc f'JPE SHALL BE PROTECTED I.I~ lESS TH=lN 1 1/2" FROM r>F-"lREST EDGE OF WOOD /'\Et'IBER.. PlIDTECnvE SI-1IELO PLATtS 5H=lLL BE A nIN. OFQ.OO2"THIO::STEELANOSHFLLCDVERTl-EAREAOf" n€pIPf:~TH.::f'ltMfi!J':ISNOTCl-ED0f::80RED RNOSliFLLEX:1U.DAMINIMUl'IlFTF!6OVE:SOLE PLATES AN) SELOW TO? PUHES. SEE P2603.2.L H-. SWlJC:1l..1RR. I"Ef18€:gs SUBJECT TO HOLE 0RlLUNG. C~-ORM)TCHlNGSHPC..COt1F'LYwrTHSE:CnONS P.50LB. R6C12.6. R502.KL R8D2.7 THROL.\;/; R802.72- SEE F1GtJRES RS02.a.R502.SW. R60Z6C21. R602.B.l.. R502..3(1J. R602..3i2l. 15. n-E: MFlMFAc:TlRER /'lAy 5i.JBSTITUTf: FOl< THE: JOIST /"ANGERS SHOWN IN THE TrPICRL CROSS SEC7ICW DRA'-'I~GS. Ft 2x2 NOMrNCL 1.1000 L.El:JGEi< SiRIP. GENERRL FI~LD NOTES 11.~Rcr...o1Nlt>,Cf1ODUL..~t-RVE:GR",ST/of'lTARE1/8" (R MORE.. nRESTOf'PlNG SHFILL BE PRClVID:.-o AND lNSTALLED AT FlL ~ FIND FLO~ LEVELS SY THE 8LJILllEl;: RND/QR SE'T-iR" CRE\.l ON SITE. THE TYPE.. THIa::NESS RNO lNSTFLUlTlON CF MRTERIR.. SERVING AS R SFRRIER TO Ti"E LN:eSTJa.I,..,EO MOVEl'lENT OF F1...RME !'NJ PROOUCTS CF COI"\ElU5nON 5HALL 9E APf'ROVED BY THE GQvERNIM:; CllOC OFncrAL 2.1"ANlJF1'lC'rl.KR:H'lSU"TIONOFotUTT1NGPORTIONS OF /OR CO/"i'LETE RllCIf", CULlNG IN)/OI:' FLOOR 5ECTICWS OF MOI1l.ES. IF BUILDER ~ TO CONSTRUCT SAI'1E IN THE FIELD. DESIGN OR. ~TIDNOFOESIGN.Sl'iI'U.!EBYAPE.ORIUl. IN RCCOROI'ltCt 1..Im; GOVERNl/<,G COD5. TO ENSI..RE RCOF DSSl~ DOES NOT EXczm Ti'f LOf;() CRRRYrNG GR!'ABIUTES OF l1-E _ LOAD.:BERRlNG- I..'ALLS. Df3IGNER SH=lLL CCNTACT TIiE ""FV"UFACTURER TO VERIFT THe: SJ::2L SPECIES. GRROE.. fINO a.c. SPACIt<: Of" LOFO 9EAR1NG MEMBERS. l'IATOORLs TO COMPLETE 0MrTI!:ll FIRERS S1'iRLL BE: INSTR...l.LD BY THE a.nLDER:m ~ I.IITH GOVERNlNG ,=s. :.. IF BUILDER loIRNTS TO CGISTRLCT. FABRICRTE AND ATTRO-1 El...Et'IENTS.L..POROiES.Cl'lRPORTS- ~GES. ETC- IN THE E'IELC TO FI UlI'lD eEARING EXTERIOR I.II'LL DESIGN OR VERIF:l:Q:lTI~ Cf" 0C5IGN SI1'llL BE BY A P L CR~IN~\.IITHGOVERNINGCOocs. ~CAD~~~~~~THENa[~ I l.IFlLLS_ DESIm-a Sl'iFt..L Cl:NTNCT ~ rR-lFFlCTlJRER TO VERIFI nf Lel=mNG.- SIZE.. S?ECIES.. GRRDE FKl o.c. SPACING lFLOA18EARING MEI1B~ GRElLE E}\D l.IFI.LS EXCEPT FOR THOSE SJpPORnN'; lIlNGED ~ BFLCONIEs. 2nd f1.00R IJJ1LL DEAD LOAOS FRl: 1O<H..::.:m~CCNTFICT~TOVERIFT' BE.'!RIi'-.G STRnlS IF GRI'l.L EI>D l.IRU..S \./tEN IN DOUBT. 4-. l.IHEN CONSTRUCTION FN:l FP.ElRICFlnal OF EI...Et\OlTs. I.e.! P!lRO'ES..O'lRf'RT.s.GRRAGEs.uc.ISCII'l>EINR~ THAT DOES M:lT rn,"ClSf: I'W.'r" AOOffiCll>A.- SlRlXTlRl'L _u\iE LORlS ON Ttf /"'oC!O..I!... LNrr, M) VERlFICl'lTION OF LORD a:!RRYlNGCP.I'FlBILITIES!SRE:CUlREOBETiiEElJU..~FCR THE" F1lTRC/1....ENT a' B...E/'<.ENT TO Tt-E /'\OCU...FlR LNIT. S. oPENiNGS IN!'"ARRIFlGE I.IRLLS GRE.:lT=:R TJ-R,j S-C!" S"A...L Rl::ClUJRf: A STEEL COLUMN OR FOl..NOATrON C'IER u..'DS<< EROJ END IN THE FCIl.lM:l'lTICN. Fr::7LRL FLOOR PLi'I'lS P1WVIDED FOR I'B1I'IIT SETS SHOl.I LOC;:rrrcw CF .EX'TRFl SU"',"ORTS. I f'- SHI" LOOSE FPPUFN;:5 Fr<I OR EOUI!";"lBH Sl'i.'lLL eE INSTALLEil PER THE !'RODlJ;::T ~ACTURE'5 7'~~~~~~0Dr-LT. I FINfl.. ORA1.JIN.:iS rOR SITE \.IQRK REO'J!RED IN I CONNfX1lDN I"Vs:.:."T--lJI'/INSTFILLATlGl OF "TliE: lMT I 5H'lU s;:: CClN:: BT A P.E. OR ~ 6RSBl ON LO~ son. GONDffiCt.:S. !a~~~~~~..f$~~lfflT II.'ORK DONE ON SITE SHFIl..!. SE Af'1'R(l\o-'E:D BY LOCP=_ 5tlI!...DThC COOE Dr-nRc::ErI.9<"T O.=7IcrAL I G~N=:'~,C::L NOTES - 2 , , 1 IJF\,~" !-'::AT~-S IN ~C",-C5~ SC'RL:~ Sr:!';:..L ~V:o 2" Ie 'l... '''::N. !:'...f"R-"'C!": 0;;- ="[NTS.. 2:-!f"-L """_\IE: ~'--.-"_"1;:: SPRE"'.o !2. R:;r-JJ>IG IF L.:::SS Tr'RN 2S. J I ~;?l~~~~f~~:~: I hVRC AM) r.ci:~LP.:Z ~!'NO -~ORS 5:"'1RLL :::ct<""'LT~NPf'R2ll. aATHF~OUTPIJT7DCFn.'\IN. KrLD(,"{~c;=,'1!"UN. S.:lt--s-rG"'_F.ZIN;;-S;-I.'lLLeEusw~::REaUIR=.:cl6T SECTION 13J8.-l-_ THIS NOTE RES:::RVED f"OR_"1JTlJ1<E Us::. THlRO PA<TY Ul8Q. INSI~". 0." P.<'PROVRL FNJ D;:;TA P:..HTc: SKU. BE F<=FIXED TO n--;::: KrTo--:=N RAr>.'GE CP.8lNET. \.It'.E.-'.J R MOOU'''''::: OC'5 NOT HRVE Ft CLCS-ST, ADiliIT~ lFB:l.S Si'iFiLL eE A--7IXEO TO "ili!:: KLTC:-9l RP.NGEcPBlNET.\.II1ENm::IcrT~c:teINETrs INSTI'l.LEDONSITESYTH::BU;:LC'SR..L.<lS-~ANOO_"IiA f'LATESJ'iALLeO:AFF1XEtJINRCl..~{R1NRNOTH:::R: KITCI'iS'J CI'3f-"~T. \.Jt'.fN A- I"IODULE HPS NO CASINGS 01<' a..oss-s. LRBas AND DATA P'..RTE 5HFlLL BE: .~ED ~ ~~~d;i ~~O~y M ui5i -. :.,; BUILDING OFf1ClF1L SI"R.L SHOl./ ACTlJ.ClL LOCATION OF TH::INS:IGNIRIFAPPROVfIL E)(J~OR CtRS::S 5H'lLL HWE INSlJ...RTIC:N RNO Oi~TWRLL ~5H'lLLBtFl<OVIDWONATLEFtSTOI>€SIDE CFEF;a;STAIRI.'ATWITHT\.'OOR"'ORE~S. ~I1OGHLI"lE.".9JR5lF\6OVESTRlRi~"lD NCSlNGSSH'lLLBfNOTLESS~Si-INCH5ANJNOT f1C1Rf T1-JFf.1381NOlES.SEEsanCWR3l5. GUARDS 5H=lLL cot\PU WITH SECTICN R3lEi. LO. VENTILR7ICN OF Arne SI"ACE Sr&=iLL BE PROVICffI BY A COf1SI~nON Of" EAVE 1'<<1 RIDGE V~TS. THE MINII'lU"INE'F'REEV>'"...NJ.:.LRTIONFlREI'lSHALLa::.l/300 OFTH!:FlREACF~SPACE:VENT1!J,;TED. 7. 11. THIS loOn: RES""cRVEC FOR fUTURE lJSS ll. INTERIOR i4l'LL AND C8L1NG nw.sHE:S IN ENCLC5aJ 2 FI'lI'lD-T 0\.IELt..lM;::xrrs SliRL.L HAVE: Ft FLR."IE la ~Rf.lTlNGDFOT07S. 13. INDlVIDUFl.. COnl'ON::NTS sua; AS :m<u:nRRL. SYSTEMS. '*'S!TABU:SPFlCES-NON-HABITRElLEspP.'=ES_ STAIRl./ATS. Cl..oscrs, lITlUTY RRU'.5'_ SATHS.. B. I::ITCI-ENS,GFlRRGE:S..Cl'lRPCRTS,fTC.f1AYeE INTEGRATrnIJITH Fl'IYFLOOR PLFIN. Tl-EYMY BE ROmTED !llJ. FWlJ/a<: RE:VERSEO 11< RNY DlRECITCN, IN PART OR IN THOR ENTIRETY. A"PUCl'lB'---E STRUCTU?;FlL S'I'Sn:t1 CRAl./INGS ARE CRc..."S REFERENCED ON ALL FLDCR P'~ CRA\.JINGS. H. FQ:l/'\ PUlSTlC IF L!SEil. SI-R..L BE IN Cllf1Pl...l."lN~ WITH SECT1CJolR3i8. 15. TlirSNOTERESERVECrORfUTURElJSE. 16. SASDI...~\.IITHH.<l9lTFeLESf'AcrAN:l EVERY SL~IN;; ROOM SHFLL H<lVE AT l..EAST ONE ~ EME:R:G'OCYE5CR"EFN:lRESCUE:IYEf'ID.(;IJDHASILL i'EIGIiT {F NJT MORE TH=N " INerES ABOVE: TIf P~DOR, A MINlr1Uf1 NET CLEAR a"'ENING AAEFI Of 5.7 SOUME: P::ET, A I"oINIr\UM i'IET a..EFR Of'ENING HEIGHT OF 2~ INCHES PNJ A /'\INrMUf1 NET Cl.tFlR DPENW; WIDTH OF " W><S. REQUIRED IJIMOW;.JELLS 5HFILL COMPLy WITH SECTIONS R3102 A/oIJ R3lll2L 17. ERCl; 0WE:LI..lN:; LMT SH=U. CCiNTFUN P.T lLAST CNE HFeITABLE SPACE WITH 120 so. FT. f1tNlMi..I'1 GRess FLOOR ARER OTI'O tt'lBITFlBLERClOJ'ISSI1l'U.. I'il'lVE A FLClOIi1!'REA Of" NOT LESS THRIl 7D sa. FT. EVERT KIT01E)j StR.L HAVE: NOT LESS TI1'lN SO so. FT OF GROSS FLOOR: ARDt rR;jJ:TAau: RDClr1S DX:e'T KITCHENS Sl'R.J.. loOT BE lESS Tl"AN 7 FED IN fWY i"DitIZCNTRL DIRECTID& SEE SECTIClII R304-.<4- FOR I"EIGHT ETFECT [III ROOl'\ AREA. lB.Tt-EGREATEsT~IiEIGI-fT(J<:TREFlDOEPTHI.JITHIN Pt(y FUGHT" (F STAIl<:S S/"RL NCIT O:-~ THE SMFILLEST BY/"JOR(iI"RII 318'. ~ W'ID"Tli (F ::AOl UNlING" SHALL loOT EE lESS THAN 15. TtE ST~ OR DOOR SERVW. EVERY LAKlING SHALL I1'lVE A MINIMUM DIf1EN5ION OF" 36 IN:HES MERSlJRED INTHED1RECTIU'olOf"TRR\lELSE:ER3l22fNJR314-.2 lS.STRIR'-oRYS5H'ILL~T8EU:SS1liFW36INCHESlN Cl...fRR \.IIDTIi AT R..L POI/<fTS RBOVE THE: PE:R.'UTTEO HANDRAIl. HEIGHT I'N:l ElELOlI ~ REllJIREIJ.l1€RDROOI'\ HEIGt1T. ~LS 5H'LL NOT PRClB:, ~ Ti'R>I 18. ....5 lM:I1ES ON EITHER SIDE CF THo: STAIRl.IAY P.NO TI-E: f1INIf1Uf1 C:.EPf1: wrO"Tli OF" THE STP.IR\..lAY AT AMl BELO~ THE li'NRAIL HEIGHT SMALL NOT BE LESS TrFf.l31.SlNO-Es\.It€REAJ-1!"N)RFlILIS1NSTFILLEDON Cli'€SIOC1Nl27lND-ESWtfRE~FlRE PROVIDED ON SOTHSIDES. FRCTORY SHALL PROVIDE O"'ENING 1"ti<00GH FL()(R LARGE ENCUSH TO ~LOW STAIRS TO co."'PL, \.JITH 1<31"--1. p~UMaIN(; NOTES D'_'VL.IJ-<:::.SS:-!"2. ==:.<esSCHSDt..1...!: ~ cn-,I'L'rlNG \J:T!-' PST!"'. D ~ OR "'VC sc.~~ o.a COt'!""_rr.".'G l.'IT!-j ;>.sTI"'< D Z5SS. (:O,"f':R D1.JV CDI".=LTING" \.lITH ;>STf1 8 300 IS 'lVRr,---".su: AS AN Q"'TION.. PU15TIC.=IF:OCO'.JV)!"lRXlt'iUf1Ii:JRIZO,'<"TFLSl.!."'pmT S?.'lCING - ~'-G". I"'<P.XI!''llJr'~CP.LSlP.?ORTS.''Fr.:1rG_81:::--i~Y_ H::::::G;fT R.'ID PL"'ING SHl'LL Ii"lVE P. tUDSTQRy O:UHE. CU"'P::c'< PIP:: t1P.lCL..,u,., HORIZONTAL Slif""ORT S?~-5'-(:". I"1.'1XL~.un VERnc:l"_ S"-"'P'(I;;:T 5:>RCIN:; _ S;:.Q; STo.",y t'SGMT8UTNOTTCD:l::o"TDIO'-tr'_ 2.. \..';'lTER St.,"'I'LT lJi'ES SHl'LL B.E TrPE L COPPa< COi'lF'"c..TThG I.JITH RST/'\ a sa CF'VC COI'l"'_';'1N(; \.lITH P.ST1'l D 2&461"'RT as L~ASF!<RLITP.NFITE:I'lp.TE:RIJ:iL COf'f'ER UNSS flAXI:'lUr', HOP"-'"ZONTP.i... 5'~o.'<T S?P.CING-!;'-(r'. l"1."!XIMUt',VERTICR..SU?I'ORTSPFClNG_ERCH STo.,<';"r:nG:1TSUTNOTTO~~1il"_o-. C"YC L"''ES /'\RXI1'l1.Jr\ HOR.:ZIJN'iFl'_ SU"'PruIT S?FC1NG - 3"--G", MAXlMUM v-~nCrL SU?PORT S?A::ING _ El'Oi STtIRy HEIGHT P.Ml PIPING SHALL HRVE A MIDSTORT~ 3. HORIZONTFLD.\:FlINUNtS2l/2"ORlLSSSl'iALLSU1"'E Al1INIrlUMocl/4.P!ORf"OOT. HORIZONTAL DRAIN lINES:':" TO S" S1'i.'lLL SLO~ A I'IINIr,llr1 OFl/8"'PER FOOT. 4-. FITTINGS FOR D-IlNGf: IN DIRE:CTIcN n" DRAINAGE PIPING Sl-RL COr'lf'L T WITH TABLE 300SJ.. S. ~LLLEJt~'t"~OI'l ><ASTE OUTLETS TO TRAP \.JaR 6. AS FNRLTERNFlnvE: TO v-~S THROUGH THERI'XF. AIR RDI1iITP.N::E: VALVi':S COI'IPLTING WITH Ass::: 1051 SHA..L eE PERI'IITTED FCI/: A SINGLE: fIX1l.IRE OR FOR f1ULn"'LE FIXTL.~ TRAPS. SEE SECTION P3U4. HDRI2ONTFl.. v-cNT PIPES St1RLL e::: LOCFInD R ,"lINL"UM OF 0" FtlOVE THE FLOOD LEVEL RIf1 OF THE I1IGrerr FIXTUR;::~ SOLDB< R'IO FWX USED FOR COPPER: PIPE SI-A.L rAVE Fl D'iEMICR.. COMPOSlTItw-l ECIURL TO OR LESS Tf1:lN 112. PERCENT LUlO. TI-i:: SOLDER SHFILL COI'IPL Y WITH ASTI"t B 32. THE FUJX SIi'lLL COI"'f'LY WITH RSTM S 813. CONCEALED ,"lPlNl> IN 1MBlTED 1'IREP.s INCLUDING OUTSIDE IJALLS SHALL aE: PROTECTED FlGAlNST rREE:z1~. ~lPINGSH'lLL MlT BE LOCflTEO IN IJNHEFlITD S?RCEs loItEN PCSS!St:E- 10. JOINTS S8l..1E;::N DlFFEROIT GRADES OF PLASTIC f'lPE AND OTHER PIPING MATERIP.L SH=l.L BE .MRD::: 1.I!n; AN RPPROVEQ AOR"Ta< FITTD>.C_ lL FOR ASS f'IPE FHJ FITTINGs, A SD'~ VENT CEMENT THl=IT COI"f'US5 I.I!TH FlSTM 0 2235 SliFt..L BE FF'PU8J TOALL.JOlNTSURFFCES.SEE5E:CTIOi'i.<>:l0CE3.8J.. FOR PvtPIPEFV>.{IfTITINGS. APlRPLEF~T~T COl'lPUESlJITtiASTf1F6SoSH:lLLa::RPPLlED. SOLVENT CDlEi'ii NOT ~ IN CCLllR FND COI'\PL'rING IJITH ASTf1 0 2584- SH=l..L SE FFPUEQ TO ALL ..lOrNT Sl.IRFACai SEE SECTION P3OM.3.S.2 12 BATHTUB AND S1iOWER FLOORS I"O'oID \.IFILLS A80VE BATHTUBS WITH INSTRLLED SH:lI./ER IiERJS FN:l 1N SHO\.JER COI'IPFlRTf1ENT5 5HI'U.. BE FlNIStED \.JITH A ~0NAaS0R6ENT SL!~..AC!:. SUCH l.IALL SURFACES 5H=LL EXTE"-tl TO A teGHT OF "-OT LESS THFN 6'-{l" A80VE THEF'LOtR. 15. SHOWEleS FN:l TU'B/SIU>JER caMl3IN'lTIONS 5HRLL BE EOUIPPEDI.J!THCONTRDLVALVESCFTHEPRESSuRE: SP.IJlNCE, TH:RI'losTFlTIC MlXW> a<: CO!'\BlNATIDN PRE::SSuREBFlLfWCE/lrERI'IOSTATIC!'UXINGVRLVETYPES l.IITH HIGH UI'llT STOPS COMPLY.lNG WITH l.IITH ASSE/ANSI 1008, TI€ HIGH Ll/'\IT STOPS SH:!LL 6E-, SET TOLIhIT>lRTER~F1~TOAf1I'lXIf1UMl2Or. 14, SFl"TliTlJBS!NCl..LolNG G.ClROEN. \..'IilRLPODL AND H:lT n:eS SHFU.. HAVE OlJTt.ETS FN:l OVERFLows AT LEP.ST 15 IN::Hts IN OIFr'lETEJ<.. AND THE ~ASTE ClUT1...EY Sf-RLL ElE ECLl!PPEDlJITtiANFiP."ROVEDSTl:l"'PER. CDN:':EAL..~ PLUf18ING SHALL BE TESiED IN THE !"LFNT. NO PLUMBING SKLL BE: CCtoJCBI..EO S~ TEST1NG. 15. IN-PUNT f'LI.lI'l!llN> SHALL BE LRSELED FINO PROTECTED DlxaNG"TRRNSPORTlP~lJGGED. CI'lPPED..ETl::l 17. JOINTS FfroUNJ f'1-U"\flI~G FIXTUi:Es 5liFILl. BE" rlF'ilE ~RTERFROOF AT FLO(RS, \.JFLLs FKl ClJl.NTERTCFS. so:=: Dli1AWING ~ fOl< FODITIONI'L PLUf1BING NOTES- PLUM8ING F1~_D NOTES L FIELO::NSTFII..Lill."IPINGa::TIF.:ENS-~<l.fIR'ST I f'._DORS. BRT1-RooM TILl: <l. FREEZE PRO~ O~ GRAI.lL S?RCE FIPING PLUS ALL wORK 0()'>lE QIoI SITE: S!1'lLL SE FlPPROVEDBY T~ Lm:AL BUILDING CCl!:ES EM'"ORCEME:NT o:ncrR. PI1"IN:i 5H'U. BE Fr~ I TESITD BEFORE CCN:<"...F!..MENT. 2. RO'~Ft.IOF1NIS/'fl)Dl.JVsrsro.l'lSSI1"l:..LBE:TES'iEIl lN~1.JIT/'iS:::C'T'!CNSP2S03.5.l.RNIJ I f'2S!as.2 OF" TN:: R.:;--slD""..NTlRL ClJ!J::: 0" N'Y5. I ,. ""'"..,.~~""""'''''''"'~,~~ B!ETE5TEDIN~~C::l.IITHSS:'T1ONP2S03.C OF THO: R::.-sIDENril'lL CDOC OF N"I"S. lNSFECITCN . ~ ESTINt; Cf' &=l=--~ PR.:--vENTION DEVICSS ","-,-00nP""""'="",,,,,.,,,,,,, I 1"ZS03.7.2OF nfR...'"SillEto.'TIf'LClJD:':Of'N":"S_ , i I ccECTKIC;1L NOTES ELECTRIC;1L FIeLD NOTES riSqT NOTES I !1. WJ:RING S"R:":" = 1"1 R:'::<:RD::II"_::. ...,,..; Ti'i:': L:;,o.-ST ~ ~;g?t~ ~:~~::!_ =''''ITTIONS &,....~ IL uVP'~is->J!.~ ~~~..P~"'~_.,~~'t-"i<Y RNC ~\k.S ~O I ~~.: ~ "E;~~!;~;:~::~G';::';::','-.' 8'" ON I -OOU ""[S' ~ ..- SQX --- 3"r 0--<:::- ax... ".- ro _ I 12. ---..-""" '-"- It .iLL;;li'CJ\.:S AND . a:<.s S:"i"'-L =::: '.,1~qTrE'iS7RI?;>::.!.>. I' ~~~:~~~~J~~~:i:,"~1~~l ;~~~!ifi~lr~~~~~: _ i ~~1;;i1~lr~~::::::::~' 1 I lNSTRLCTIONS I'l\'D ."?PU::A8LE ""'"':-S I FLOQ.I( DC'...rAU. TOP RND SO',-,,- ,"'U;,ss!~ STW c::tV:iFES I~. I".ANI.FRCTtRE:~'S rr-'STRUCTIONS. LAa::!..JNG O:=- iJ'<"iTS I ==-- - ; :-;-- - .~ LOL:ATED O!RE:CTI"l' 3:0;..01.1 11-E: 2nci FLCOR >JIR':: DRtl"S. I 5HF!LL ~=:"l' \.JI11i M!3~.H.;.). I 101-. ENCLOSED IM?"N~_..SNT ..::.J.WNG LlGl'iTS IN R CL....::'J SWITCH L:-;;5 :-(R'2I>o" FO DClR SP.IP..5 :...1Gnj Di<0""::1J TO'S l'-{I" OF HT'DRONIC SAsa;r..;_,<O t'ST.. 50 6Tl.ti it, 1&;.... . ~~~orT~"1~~~~~~~~~""' 2i'~MENT-TG 's=: INTERC~-cTiu ~ SITE BY Blm..D::..~ I o'lT 1 G.'t...~ ,"'E:R MlNJ'TE. '-'-' 'L -,~...., C- C?"~ "lO::lS,S - Ml';NUF.c;:::.-ru~ "ROVlDSS ~'.Jto<CT SOX-==-.s 18. FOR KY~ eR5:::l0Fi110 ,~, 5YST8"\.. t'.P.NlJc~ I OR ~<=:::D SN:Lc..~ IN~:::5"CENT C2LlNG UGHTS INI IN c=JLiN;; S::::-f!KJ l:;NEE"oJP_L FOR G""~ I!...LUI''IU'\INA-lON. SUPPLlEs 1-5'1T LNITS CCNSISi1NG. C-"": A CLOSET ~L !-.AVE S"' l'lINIr',ut' ""O!?.lZO""'RL 5"t',~ O=:-ECT~ FWD ~HT CIRCLrrr5" ON LnC FLOOR Bl' I COVE=<. E..S"'IENTs.. CAPS. 3/4" ~ ... CO""'ER S7U98BJ a..::AAFwC:: FR~ CCM.8UST!ELE: MP.Ta<lf"_ I SUlLDER E'-.EeT t'lATERIRLS TO COMP'~"'JE Ti"€ 2nc: FLoa;;:: THRO:J:;H ,....", CLCOR BUILDS< IS R::.--SPONSLS..z FOR T11E: oS. N:lN."\E:TAL!.lC S~qTu~ CfE..E ~""'-L IE SECtR::D HI ARE TO OC FlJRNISH;:D AND INST"'-LED SY -H!: 8lJll..JT::.J< IN SOI!..O: AND RLL M.'lTOOfL TO COM"' -S"E THE: SYSJti1. ME."ISE"'..s NOT L5S TriAN 1 1/.... :eRO'" ::::0;;;;: OR SH=;LL ACCORDP:'C:':: lJiTI'i GOVERNWO CODES BE N07E -28. 7 ::OP"ER 1.Jf!i5< P::F'E. TYPES K FJ\1J I" S1iI'lLL COl'\F'_Y a:::: PROTECT::1J WITH 1/16'" THICK S7EL SLEEVE OR 0- RAIS::D RFIN:::H I'tODELS - Fa.<<: SITE: INSTAL:..ED D::vIC::::S WIll; AST,., B !l8 lM...:-cHANICfl,- srs~'"1S ON.. YJ ""_ATE. CP.8L.:::: P".5SING IHROt..'GH NOTCl-ZS 5."iA:..L BE FtT ENTRY 1.8 SIJITCHEs.. RE:C::::."'TP.QL5. ETe. ~ la _ _ """ _ INDI~ PlPING BELOI.I FLOOR B~ SV1LD--2/ PRCTECT!:JJ \..'In; R l/l5' Tt'!ID;: ST:::EL ~LcTE. ARE: EIn--::3< STU9SED TO 8AS'""~ENT OR COILED FOR SITE: AAROI.I INO..."Cl;1CS OIRECTlCtoJ 0:=- FLGIJ ""OR MYORONIC NONI'lETRLLlC Sh'EATI-'.EO CAS-E SHRl..L e.:: SSC\R8) .'iT lNSTRLl..RTInN OF "'=-""VICES BY 8UILDER BASU!OARD rEAT UlYOlJ'r ~ ~'-6" MAX. ~ITHlN 1'-0- OF 0UTLf:T Box. E- I..'H=:N ClR:CUI"STFlNC""=.s REOI..II!<':: o:N\'tCTlONS 0:- WIRE g ~T1JRER SHALL ~OVIDE Ft FRAI'"~ CH~ LFCW 6. R:;cryTAClES SH'lLL NOT BE Lc::.qJaJ OVER ANY PART SENEN f'lDDlLES. R ..JtJN::TION SOX WILL BE: LD:;:;TED J RECllEST TO FlLLOIJ FCR fLUE:(S, OR DlICTS TO eo: 1>~T;;:ST~~DP~R';:~~~RG'E AMl OOERtOR \JNO:::R Tr€ FLOOR DR NEElR Tn:: ATiLC RCC""---SS. - INS:;RlJ....ED U'ol SITE 8Y Blr.<LD3:. Si'2.:: TO 5':: REcrPTRCt.E.S SIiI'l..l. SE: G""cr PROJ~TED. lCITQ€N fW)' ~: ~~~~~~~ ~~ Il.O.~~~ ~g::CRS SH'lLL 8E: L1M.r.1ED TO 1"- 8FIT!iROOM.RECEPTAC1...ESSHRLLSEON20P.MPG.'"CI 2.Fl-5rlOl:::::OCTECTORWIRESDROPf'UlfROMERCHFlDOR I FE::TINl..EN;;TH.FU:XIS:LCU::Tc..:."'N;;TIiISlJIo.U"ItTED I CIRaJITISl. TO 6FlSE1'lENT TO BE INTERc:oNNEl::iD >JI'1"I"J 8FlSE1'lENT 1: I'IRNU""ACT'..JRER f'i'lS OPrr~ OF 0f1fTiING; Trf tEFlTING 8. SMOKE CkIECTQRS SHAU 5E flREX oI-Slll OR P. S/'IQl:;E DETECTOR BY TH:: 8l.IlLDER. I srST<"J', FOI< ON-SITE: INSTRLLRTUlI' BY Bl.IILD:::.'""R. LlSTnl EOUIVALDrr. a- FOR OlPE LtolJ:TS. WIRE IS STUESSD THRU FLR/l:LG 9. Sf1OJ::E CkJE..."JORS Sli"lLL SE DIRECTLT CO~CTED TO R FOR BUILO-::R TO INSTAll... 2nd FLOOR s....:..D!E ~TORISJ I G!::~ n...LUr'\lNAT'Ial ::::IRCUIT WITI; ~O lNTSRI/ENIN(; 8AT~ CI!<CUfT \.JIRES DROP fROf1 EFa; FLOOR TO SWITCHS5. 5HALL e:: :!NI""::.J<CCN>IEcP:---a IN SUCH A f1F1NNER 6AS'J'IENT TO B.E ~CO~'lElJ BE Bl.IILD::R. I THAT THE ACnVAna>l OF O'IE P.l.A'<:rt '-'ILL F;CT[VATE J';l.L + "P.NEL eoxES :m CRl'l1./L sPACE !..NITS P.RE. .. .<N5TFlLL~ al' FlLARI'lS IN THE INOIVII:IU<'lL UNiT_ ~ 5:-R..L Be: TH:: ~FICTURER. FOR O~ lk>lITS. THE M~"'ACTlJRERI' ~~TEIN~n1~tr~~J:fHSlPCo; ~ ~..~~ ~~TI~8T~T~~ RLL S"'~R.F1RMS SI-R...L BE l.!5.TED FIND INS~AU...ill IN ~-lNs~Wg.SJrk~L~1'M ~ LOOSE: Ac=OROAN,,",,- \.lITH THE: PROVISIONS OF mE CODE AND 5. I.'t-EN PFWEL SOX IS INSTFILliO IN lMT EL-=-C"TR:ICri.. NP.'A 72. sa EL::CTRICAL f1ELD NOTE --2. COI'<<'€~nONS EET\.IEEN I'IOCU.LS ARE 1'lAiJ.. IN ..JUNCTION lo.~~~q}S~W"Ll..ED~S~~~~%" 80XES~rN THE: RTTIC CFIVITr toER< T_'1::: ACc-::...."S ~ DR FREA IS ~OT PROVIDED.. AfPURNC::S ARE PROVIDED ~~~<:J'lENT. ~FRC'T1.JR:::R SUPPl...lSS ...u.ICnON 80X BY Bl.IIDfR 01< f1FiNlEAC~ AN:l_ lNSTp.LLED SY Eli...IIUF-R 6. ELECTRIC SERVICE SliFILL 6E Gi<'OUI\'DED ON SlTE BY" TtE ON SITE. , _ BllILOERtNP.CC1:lRlliCNCEk'ITHO:OVERNINGCllDE5. lL ~ ~~Nri:~~~.;~.~~o~ 7.RFT<:R TI'iE HCM~_p SET_ CtoJ"THE FOUNQ."lTION_,.qMI 71:€ 121N"IQlCI"'.ENS A-RECEPTACLE CUTLEt SHRLL BE INSTRUib ELECTRICJ:t. SYSJ_f11S COI"\ L"1Ul BY OTHERS 1N ~c..~~~~C~~~~t.M" ~T~ER.NO ~~ ~n-=:~~~~g~~.R~"1.6:E"& POl~ ALONG" THE: \.IFiLL UNE IS MORE Tl'iRN 24-" S!'i'lLL BE: THE RESPONSI8lL1TY Cf" THE BUILDER. t'IEf'.Sl.JREDHORI2ONTFlLLYFROI'lP.RE..."EPTRCLEClUTLETlN 8.CO"lPl:......,UiElLl::~CRLS"'r'ST'=",J'lSSliALLeEINs=--CTED 13.~g-:~Wl1...L~TFITINRSrNGLEPANf1.BDx. ~~~~~~~~:-M~Err!'N R SU!3-f'EEC SMALL BE INSTALLED. BE: ORA>i!NG 8.. FiPPRllVED EL.E:CTRICAl. t.tc.:RWRITER's RGENCY. 14-.GFc:I ClR:CUIT PROTECTIoN SH'lLL BE FROVIDEDBY BREP.l::ERORRECEPTF!CtL 15. FOR l.IHIRLPOOL TU8 OPTIONs. WIRJ:ti; SHFlLL B:: IN ACCORDN;.E \.JITH l'lFINlFACTURER'S lNSTALLp.TION lNSTRUCDCINS FN) 5HAU. BE: GF"C[ PROTECTED. 18- IJIRIm StR..L BE TYPf: ~MS. 17.~F1\.JflSt-ERRECEPTFICl...EfSINSTR:..LEDINA BFIllf<1CiOl'\.. "lHETH!:R A SEPARATI~ DOOR IS ~SENT OR NOT. THAT RECEPTACLE SHI3LL EE GFcr :'RCTECTEO. ,18.::l I./RT Ff.IO 4- I..<FIY SWiTQ-E5 2ti'llL BE SC WIRED TH=lT ALL SW'ITCHING 15 OQ>€ Or-LY IN TI"l': lk'lGROLNJED COt>.IJUCTQR. SWITCt€S OR CIRCUIT SRERKERS SH"lLL I'KlT OISCCN-/ECTTi1EGRot.MlEDCCNDU:::Tct?OFACIRCUiT. 19.FOROI.INER-OCCl..l"'ImDi'E-i'"FV'ln..YDl-IELLlN"S"'HERE"TM!:: 00lNER l.IlSI-ES TO DMI EL_':-CTRICFL OCVIC=:S_ fIXTIJRE:s AM) WIRING.. EXEMPTIONS 5H'lLL SE 5UlJ::CT TO APPROVAL. BT THE !VIl1ORITYH'lVING.JUR1SDICDClN. 2D. SEE DRAl.IING 3. Fa< ADDInClNA:.. ELECTRICRl NOTES. HEAT FIELD NO~5 1. IF H=lElITFIBLE ROOMS PRE TO BE INSTALLED a>I SITE IN BASEI"IENT flY ElUJUlER I'NJ FI CO/'\Ell.!STI!li....E: FUEL f1.JRNACl:: IS SPECIF'Ial.. A fURNACE ROOl'\ SHALL BE CONSTRUCTED FMl A VENT TO EXTERIOR PROVIOEIl CI-f::CK FlPf'LICAaLEcooss FOR RlJOmONFL~EOUlREI'lENTS. ELECTRICAL SYMBOLS I I I =0...,- ~QFl<~ FOR TeE N..-'">.I T~ STA"lP OF APf'ROVAL D=."~;~T.~g;;.":~ Stamp of APPr:V~:''''a ~:-"-.,.,!;;;i;~~~; "f C ",r.~nen:: ~'D~'''IO A.p!lll::..~ '- ""'" .._~._..,. Th,,.;,,,"''':....,... Ml"1.\1 p"f't>J~_ ~C"~. ..~_.Y I i GF1/eECEI"T ~"'WflTER"'RDCF"~Cf:"'T C8;J RI=WGE HOC(] VENTED TO aT_ @ FANUGHTV'"Jlr=:DTO=xT. .!!!!. I"R<IELSOX' 1) j}fR,"lOSTHT 1-6- UGIiT , DlPLD: .'L~""?T 5 SlNG'~S\JITCH ~ THR::E:I..'AT S'.JI'T01 a ShOI::tD:.lE::TOR b1l ..JlJNCTICt.Isox I I I I ~-:wr' O. .. -'.---'~'.'" . APPROVAl LIMITED TO FACTORYaU~TPORnOM ,OCT 2111111 MASTER SERIES Fll I MODELS SCHEDU:..E:S 6. NOTC:S l1UNCY HDM'::S, INC. 1557 FA ROllTE" 4-42 EFlSTr P.O. I MUNCY~ FR 17755 i DRN BY I DC1TE ~d3~~ ~ ! ,.<,.JL I 2-22-91 =E!...E"C7B~ =HYORCINICSHSESO ---STRJpCf..lTL:.,s lp Z21l RE:EPT I I I J .. ~ <= CU"C 0. -c;;:_ > :.~e :z;::-oc. E i a.i G)Q.i~ Q..G)~ G):5-=:8 .. ~:5~:e o~fe f--. ~"i 8 O_~oJ!_! z _ca_ c:!ga6 cr::!8H .CIGco> >-a6~5i5 .~~ I) ~ !j~i ~ z ~:H~ ~ .-..> ; . FLOOR .JO~ SUi...l....,F!Ky 1.~I'SP-1i~! i I I I I I. ~~~R:\TIGli.'.".D'O:O,~Oc."...iQCST ~ Z~. ,.. 2+' ,". 2+' 2+" ". W '" ,~ ". 2+" m 2L~ '" "7 ".. "" '" ,,- ". ,,- '" lB2" OX ,. '" 2+" '" "'7 :O:B~(SO'JiHl..!OREt7Jf'"_ 2xlI :;;Pi''- 02/"1 OR EG..IPL :od1)Sf'FtSOU1Hl_zOREGlJGL 2xBSlF-ZQ:i'=:CU'lL adO Si', =~ _2 n.<;, ::OUAL 2ci!l SPC' 'Y"l OR fCUAL au SPF(SOLm"j) -201< EOiJAi.. 3x2d! 3/8" TRUSS JOIST OR BlUR:.. 2>:lIlS."F:saJi"Hl.2OR~AL 2>:lIl 5YP -1 OR EOUFL 2>;2xS.3/S"l"R}-'SS..JDISTOREOLJRL 2xi.o .sPr"~~l OR IDJRL 2>.L2STP'2~i'XUlL ~3Y8"1lWSSJOrsrORmUAL SEErLO'"fFlIl-SCf'"SliTe... ~ 2+' lE" 24' 2+" 2+' 2..;." m IS' 26' 2<1-" 2S' 2+" ". '"" 28' 15" 28' 2+" '" "" SZ 2+~ 32' U" as SPF tsOlITHI "2 OR ECll.1FL as sPF -V"1.QR Elll.J:lL 2><lOSf'Frsa..rTHI'ZOREOJAL as Sf'f'CSOUTHl "lOR E:0lJFL 2xBSTP.IO/i:EOL.lF'l.. 2xUl SPF tSCUTIiJ.2 OR ECi'JRl 2x8SW-VolORECJUi:JL 2xJ.O SPF (SCUTHI _2 OR ECJU::l.. 2xlO SPF .2/"1 OR EOuFlL 2xlO SPF Grt.mi -2 OR EOUAL 2><l.O Sl1' -I OR ECLII'l. 2xl2S/"FoY"lOR-EDiJRL. EXTERIOR SIDE WALL STUD SUMf"\MRY GRCUNQ 5NOIJ LORD - Pll" SS psf LNIT srzs SPECIES. ~ 1.IIDTH s:::E~S.lo.ll it: ;; ;~l .. I-I)TE 4- i2x5 S!"F STUl 2xE sPFSTWNOTC."ED_ NOTES +..SAN08 a-l-SPF-V"l-NOTE12 '" sm; EXTERIOR SlOE \..JRlL STUD SUMMARY GRO..NJSNOL.lLOFlD-PS:as".f """ "'" I W"",,, ~s IJIDTH ST~S 90 - 7512+' - 3Z 1 90 ~ 7S 2+' - 32' 1 _ 2 !Ill - 75 2+' -.3:2' 1 - 2 ''''EO liD - 752+' - 32' 1 _ 2 M:lTE:..1 NOTE S SIZE..SPECll'.:5.,t;RA[)E SEE NOTES II, 10- 11 /2><-1. 5."'F -Val - NOTE 1:3 2x65f'fSTUD '2x!>SPFsruo 2x5 Sl"F STUD NOTOi8) - NOTES 4,S.8lWJ1+ NUMSER - WFLLS , 2 2 2 , , , , /",ARRIAGE WALL STUD SUM'1ARY [;ROUND SNOW LOAD - FlI= 55 pst SiZE., SPEeJEs. GMDE ~NOTESZ.3 2lc-l. SPF SiUJ - NOTE -I. as SPF STU:l - NOTE S !WS"'FSTUO-NOTE"S 2rs SPF s'ruo - NOTE 7 2><3 SPF "21'.1 - NOTE 8 2><+S/>FSTUO 2><+ SPF STUJ 2><4- SPF ST\J[) - NOTE II ,"MOO< """ W<us , MARRIAGE WALL STUO SUMM."1RY GROUND SNelI.i LOAD - Pg'" 55 pr.' SIZE.. SPECIES, ~AI:E SEE: NOrrs z. 3 WS!'FSTlXl-NoTE 8 M~RRIAGE WRLL STUD SUMM~RY GRaJND SNOt.I LOAD ~ Pe" 70 psf ""^= """ '"'-'-' , , , SIZS SP~ GRROE SEE NOTES 2.. :3 MARRIAGE WP.LL STIJD SUMM!=lRY GROONo SMJ./ LOAD - Pg'" 8S pst" NUI".EER ""'" "'ALLS , , 2 2 WIT WID," NU~"'ER I STClR~ , 12><4- SPF S1U) - NOTE 4 1 Zx3Sf'CSlUO-NOTEI0 I 2x3 SPF .2/.1 - NOTE" 8 1 2d S.~F STUD - NOTE 11 2 2:dSPFSTUD-NOT!:7 1~ j~;Z~=~~~ 1 12><+SF'i=-S1UO-NOrr8 , r~'~~rrw , s;ze:.. SPEC!fs. GRI'lOE: SEE: NOTES 2.. :3 I'M IC!:tLlNG 0:: I-ElI>JiT ISF'F;CING NOT!: 1 it:;::1 2+' ~ 28' /2+'-28' :U'-28' 1 r~1 I ~~ I ,,- I if.-/' ,,- i I I moo OC ."""''''' '" '"" ,.- """ OC """"' '" ,~ ,.- ,,- ,.. W ,.. ,,- "'" OC SC'RCING ,. w w '" sew i CElUNG 2 OC ""= SPI'lCING NOTE 7 ;~ I :~ I~ 24-" 116"s. < ,.- '" '" U" liS- ,. ,. ,. ,. ~ ,. ,. ~ ,". II FLOOR JOIST SUMMMSY rl\.~iS?~ II~ ~;: w I 2~' 16" I,.. ,. 2S' iZ' '" '"" ZS' IS" '" ,,- " '" 28' IS" J2' .2" '" W S;::Z~ s.>::::::ES R.'C G;<F.o~ Of" F"LC;JR .JOlST_ s:::E NOL::-1 ,2x5 SPC ~Va1 DR .CUAL I 0c8 sr,~ "1 OR ;;:OU'lt.. b:W SPf" (SOUW "2 OR EIlUF!L 12xl2 S;"F (SOIlTHl ~2 OR EQUAL ,2>:8SYf' "1CR::CUAL !~ ~ ;to'~OR"2E~Bllll'L ; 2><10 SOF (SOllTHl ~2 OR EOURL 12xlO S'rP ~2 OR EOUFIL 12xl2 Sf'F (SOlTrH,J "2 OR !:~.J"lL 12xlO S'rP "2 OR EOURL 2xl2 S'T'F _2 OR ECURL P_OORJOrsTSUi"\l'1FlirrNOr~ L J015TS US-cll IN.'IN saOOOR FlF'F'Ue.'iTIGIN TO BE PRESSURE IREATmL'UI".2ER, .. ,. I =uNo ""'"' """ '"" ~ '"" IEXTERICl< SID!: WI'U. STl(l NOTES: 1. Lt;"TT MJI"I8EI< IS :3 SECOND GLlS, WIN:l ZONE _ RIGliT NUNlER 1S FP.sr~ MILE 1.'00 ZOl\E. 80 FASTEST I'IlL.E: \.JINO 20NE ENCOI"If'R..."SES Ff<UtS 1.i1'.ERE Ps= 55 PSF OR LESS. 7S f"ASrc.ST I'ID..E I.iIND ZeN:: ENCOI"IFRS~~ AREAS WHE:RE PI; IS GREATER THAI'!" SSf'SF. . 100 FASTEST MILE OIW) ZONE ENCCI.I"If>FtSS-~ NFL."'SAJ FND SLFi"OLK COUJo.lTIES. STU:l15 NJJT flPf'LlCFIl3L.E: TO R CAPE: I.IITI1 A SHED OORMER. STUDS ARE LlMITEO TO TI-E SECOND FLOOR Of" A :2 STORY LMT. FOR OOTS I.iITH A 7/12 ROW PITDi AND ATTIC IS USED FOR STORAGE. STUD SIiR.L O~Y BE USED CI'I A 2~' I.iIOE UNIT. STUO 15 N.JT RPPLl~ TO LfflTS I.iITH A 9/12 ROOF PITCH. COLlNG HEIGHTS SHOWN ARE Cl'LCUUl"TED. i"EJ:GHTS MRY BE ~TER IF A 2>< LATERf'lL BRACE 1S ."'IWVIOED R>IO Ie DOES NOT EXCEED THE CALCLl..l'iTEo LE:~OFTHESTUD. NOTCJ-ESNOTTO.::x~FlLf:J"THlFl/2". MFlNLFACTIRER !1'lS OPTION OF" D.::CREASlNG TtoE STU:l o.e. SPAClM>. 10. STlO CFLClLATI!:t>/S ARE BAS-;:C Ctl EXPOSuRE: e. 1L EOl.IFL lR ~ MRTElWll. /'\AY.BE: SU3STITlITED. 12 FIl'1 lM)"S \.JTT]; A 51"12 OR 7/12 -ROD'" PITa; IN;l ArnC IS tlSED FOR STOR.~ STUl StFl..L CN..Y BE llSED Cf.I A U. I.iIOE UNIT. STlD IS NOT I'FPLra:a~ TO l.NITS \./TT}; A 9/J.2 OR.12/12 ROIY PITCH.. A CI'lf'E \.lITH A SHEO OOR.'\ER OR lJITHRNOPT1CJ.lR..RR1SEIlRCICf'". 13. STUD IS NJT FV'f'LlC.<l8U: TO tMTS WITH Fl. 9/12 ROOF PITCH.. A CI'lf'E lJlTl1 ASHtD DJRMEl<: OR ~ANOPTI~ Ii!AlSEDROCF. 1+. S1U:I 15 !loOT FlPPl1CH8L.E TO THE sn:1)'Il) FLOCR OF R 9/l2 2 STORY LNIT, A CRPE: llITH R SHED DORMER OR \.lITH FW .OPl"IONRL IlRISED RXF. =uNO ><r.- .,TIc> ~ 1"ARRIAGC:IJALLSTlXlNJlT...s: 1 CElUNG I-OGIiTS Si-IOI.l'.- ARE: CFLCULATEIJ. I-E!GHTS MRY BE GREATER IF R 2>: LATERI'l. BRACE lS.PROvtOCD I'\'.D Ie DOES NOT EXC.:."1:0 TH'.: CFlLct.LATED l.EN;;TH OF THE srue. 2. MAN.JfFCTlRER Ii"IS cpnDN OF Di:.<:REASIM; TH:: STUD O.C. SPFlClM::. 3. EOL.R. OR BaTER MATERIAL MAY 8E SLeSTtn/TED. +- STlV 15 .qp,~LlCABl...r TO TI-E SECOND FLOOR OF Fl SFl.TBOX lft>Il:T, Sf:E DI-JG. 7l S. STUlISNOTFFPL!CA8LE:TOACl'PElJITHRSi'€DDORM.::R ll"THEl.2I12 SlOE. 6. STUllS I'PPUCA8LE TO \.NITS \.I.!TH R 5/12 OR 7/12 IOCli:l=- PITCH RI\Kl THE Arne IS Usm FOR STORAGE:.. Lt<ITS \.lITH A 9/12 OR 12/12 ROCF 1'!TOt SlUO IS NOT I'ffUCAf:U: TO IJNITSUSING STI'l.'O=iRD5I"12 OR 7112 RIXW" n,""E'. 7. S1Ul 1S Ff'f'UCRSLE TO A CRf'E WITH A S'€O ~ RPPUCRSLE TO lHE 4-.11/12SICE- 8. STUI IS FFPUCR..."t.E TO IJ"ITS lGl~ STFN)AIW 5/12 01< 7/12 ROOf" TRlJSS::s; 9. STlXl IS F\"PL.lCRflLE TO A CAPE I.iHN A S!-EO lloCJ<,"'\ER. Al'PLICReLE TO il-E li2/12SIlE' 10. sruo IS R'PLID'lBLE TO LNITS \.lITH R 5/12 OR 7/12 ROOF PITCH AND ,HE ATrIC IS US8) FOR STOM:;r. 1L STUD IS APPLlCF!9I..E TO LNITS lJITH Fl 9/12 OR 12/12 ROOF PHOt rou", rBGHT NOTEt "'. ~ ~ '"" ,. ~ ~ ,. "" ,.. '"" BRSE.'1ENT WALL LOFlQS FIND CENTER 0"R~_.SU?PORT LORDS AND SPACING <.". u= ~""",CE T"r?E OF UNIT I ROOF PlTCH """'" SFlS'iDIT O<Nm< """" CENTERGI,RO!:R WW'" = X/U SNO\./LOFlD IJi'l.l.LOffiS &.IF.'OI<:T LOI'VS Su."CoI"ORTSPAcr~ Pll(p$1'l S.:E:NOTES "''''= SEE NOL::S "1."2.."7 a1Ft<lO_2 "lflNO"3 ". I RFfolCH.. ELL SPUT. TI:E: lESSTHflNII $-0; E9 - ll'fS 172+-2'JB+ 7'---11'-6"-0" '" RAtO-'~ ELL- SI'UT. TEE LESS TI1P.N II $-0; 1DOlI-l233 1861-2251 S'-D"-!l'--G" ,. l<AM:;.uu ELL SPLIT. TEE.: 1....."'5$ THAN 9 $-8S 1lT7S-13t5 1!!S8-201-t8 9"-~_ 5-0' '" Ri'INCH..!:l.LSPLrr,TEE: LESS 7l-<RN II $-0; 12l3-1+83 2272-2752 8'-0"-7-6" ". , i RFlISEORANCli 1'''''- , $-0; ""-"" 1.,2+-2084- 7'-0--6"-0- " , I """"""'" LESs THAN II $-0; 1107-1351 1861.-22S1 9'-O"-S'-0" ,. , """"""'" LESs Tl-A'< S "'-" 11701--H-32 lE9!l-H18 9"-0"'-8'-0" ". , """",,'''' =-, 55-8S 1309-~-st 2272-2752 8"--{)"-7-S" I ,.. 2 "''''' I L:."""SS THAN S $-0; 1301-11-1559 2S24--288+ 5'-0--5'-6" '" , "''''' I lESS TH'lN 9 $-" 1.j.<f.B-1Ii73 2721-3111 7'-1;"-7'-0- '" , 2 STORY L~Tl-RNS "'-0; 1501-5-1786 2918-3338 7'--5" - 7-0- " , 2 srORT lESs THRN S $-" lU9-2tJ13 3312-3792 7'-0" - 6'-6" 2+' , M~.W/AmC.sTOKRi>E: I::; 55-8S l23S-'16ll4- 1BSS-2+60 5'-C'"' ~ 5'--S" ,. f RANCH I.i/AmC STORAGE: 55-as M!ool- -1709 1Sl5-251O S'-cr - 7-S" '" RANO-i I.i/Rmc STORAGE: ,-, $-" 12!l9-17:301- 1956-256O 8'-6"-7'_{;" " , RR I.i/RTTrc STORAGE ,-, 55-as 137{;-152 18G1i-2+60 6"-q--5'_6" ,. , RI< \I/ATnC STIRFlGE: ,-, 55 - 85_ 138-1.-1867 tS1S-2SI.O S'--{)"-7'-6" ,. , Rl<1.i/RTTlCSTORRG.E ,-, $-~ Ha3 -1883 1900--2560 5"-6"-7'-6" 2~' , 2 STY I.i/ATnC-STORFQ: ,-, $-" 100I-9 - 2ll1l~ 2656-3:260 5'--{)" - ~'-O"" " , 2 STY I.i/ATTlC STDRRUE; J S ~ 7 $-" 17tH- - 2l~1I 277fi-337l1 7'-(]'-6"-S' ,. , 2 STr I.i/RTnC STO.~AGE: ,-, 55-85 1753 - 220~ 2885 -:3HIO 7'--{)" - 5'-S" ,. 2 OONID>-""", i.ESSTHFlNII $-", 1501-{;-15Eiii 2318-:3128 7'-0'-7'-0- '" , CClN1'E"r1~.RY U:SSTH=WII 55-70 17+3-11178 3:112-:3552 7'-(]'-S-S" 2~' - , $-" 13H -184-5 IOOlI-U72 Il'--{)" - 7"-5" '" , an , 55-as U72 - 1571 .lOS8-1222; 11.-6"-10"--5" ,. , "'"' , SS-1lS t3S7-1896 1108-1272 l1'---I1'-llI"-{;" ,.. , 2STO;:Y~ , "'-~ 1757-2256 11lO8-1S72 7'-5"-7'---11' '" , 2 Sl"ll\lY Cl'PE $-0; 1812-231l. lSU!-2C\S2 8'-0'-8'-0"' '" , 2STQRy,CFF!: , $-~ 1867-23156 Z028-2192 8.-S"-8''{). ,.. ",., """ u $-" ll$-= 1178 - 1~211 7'-6" - 6"-'6" '" ",., <>e, u $-" llllO-l5!l2 122B-l+7B 1~''{). - 10"-0'" ,. ",., CP.PE U $-" l2DS-16lI7 127B-1S2ll 10'-S'"-llI"-(l" ,.. , 2STOf';:YCFPE U $-" lS65"-1S6"7 1978-2228 7'-0""-5'-6" '" , 2~YCl'PE: U $-" 1020-2022 2C68-233Il 8'-5"-8"-0- ,. 2 ,,""'- U $-" 167S ~ 2077 2l!l8-2HB 6"-5"-B':.o- ,.. , Cl'IPEl./ITHSl1EOOOIl,"\ER /U-U $-" 1630 - 209~ 201-86-3239 5'-S"-5''{)" '" , CRf'EloJITHSHEDOORMER 12 - +.1 $-" 16aO-21'4 2SS1-33l+ 8'-(]'-7'-0- ,. , CRPElJITHSlEDDllRI1ER 12-H $-~ 1?30-2l.904- 26:35-3389 8'-0"-7'-0- ,.. , SALTBOX U- , 5:S-85 13.j.S-l.5S9 252+-28801- 5'-0"-5'-S" '" 2 "'"""" U-' ,,-~ 1#B'1073 mI.-3m 7"-0- - 7'-{;" '" , SFl.TBOX 12-5 $-0; lS<<l-l'l8!1 291B- 3338 7'-6"-7'_0" ROOF" 5M~T;-;ING SC!--iE:O:..f__:::: I wF!,--L S:"'~RT,'iiNG S::-HEDLJ'-.i::: !Y8"f'L";""-'ODD Sl-'.;::.<n:-f...:; ;7/JE". . 1:.s-'32. 1~-o.e.;'j!OATIiING". 17/1S"" - "",- - - ".,. - - I'S/32.CO'''l8!NP.DON~TriIN,,/srOlNG 1/7 CO,...a:rNADoN s:-;c::"mfll~G/SiDING 1'l9/S2"" COI'\8INRnONSC''::RIJ-m.IG/5!DlNG S/8":CO:-1SINATIDNSI-'""d'ITKtNG/51OlNG S2:"E~LNOTE"'7 S;;::::UE~:"NCTC:05 F~oaR 5r.:::RTHING SC~:::DU~:::: . 13/e"''''c.T\JOODS''S'lT,'iING I.,,'" - "'"".. ".,- 13/8" :I.a S~::R7!1ING 7/lS". _ (7: - ~7 T~ ."c.Y'''!c. ST~~~,-i'",--,--:;R ~ EC'..,=_ ,,= - y~. . 19/32" T<I;G .o,s. SToRD-,..,.,-COI< OR Bl:JAL 5/8"_ " "23/:2" . 3/~. . " RU S..,:::ATH!NG IS AGENCY RRTED NOTES: L LE"T NJMB.ER IS FOR 55 PSF G1WI.N) SNQIJ ZD/o.E. RIGHT~JSFll<'70CR85I"SF~OUNDSNOI.iZ01>E 2. LOADS ARE GIVEN IN LBfl...lt<FL FOOT. 3. CENTER GIRDER Sl.of'FORT JS CClNT1~ uPCf.! THE INSTI'UJlTIllN IF A 1/2" '" 9" . l2" STEEL PLATE FASTEN;;:O TO TIf CENTER GlROERs. R:.. TERt>51TE I'\ETHDOS OF SUPPO<:T /'\AT Elf: USED f'ROVrmNG THEY FR:: CAPABLE: CF TRFNSf"ERRING THE: OCSLGN LD'lOS FROM Tt€ FLOOR GIROCRs TO n-c F~TlCN ALTERNATE MD'/DJS SIiI=U.. BE: APPROVED BY TI-E LOO4.. f1UILOINl> llFF1ClR.- ..... SEE APPUD'a.E TYPlCFl. FOU<lRTION f'l..Ft.l oD'RlLS. SlUS ~0I-. S. ACTIJAL F"Ol.JtO:Incw PLI'NS FOR OIM1'Jo.1SIOI>FIL ~ CENTER Gn:O::R SUP?ORT SPACIN:; RVAILP.BLE IJ"ON REaUEST. ~. BFlSEMENr lJAi.L LOADS 00 NOT RfFL"'CT Of'TICNg, SUCH AS OECXS. ~s. RArseD ROOf Dl'nDNS.. EYe. FOR U>lITS OlITH T.o;5E Cf'nONS. LOP.OS FlRE: FlVRlLR3lE: UP... RfJJlJ.::ST. (.~, -,. " APPROVALLJM~TO FACTORY BUILT PORnO/{ ocr !l2ll2 DATRElRSE N.'1I"C: 03\3c--1lV N'!T="~ 1. ::Ol;'>'_ OR ~~ r.;:rr:?..T""_ 11.'1";' 2::: 5'_'es7IT",--~ :. ,~.S';..,cOi'=:;..~ '"'-"'..5 Q~ 7 ~E~"" ,~ I~ ~~~~~ ~~~'1R";, B::: U-'S; INTER~"G:o."ec.'r I WlTli so:..ro SlWN I"L"'tSS;;:S 0," TH::: SR."E ~;;:c-.:.::s AND GRROC IN '..'ALL CONS'Rt..'C:T!OH. /'.:' FLL ~ TABlES ~lLCT ~ 1EST N.D.S. -'. W1-'.!:N ATTIC: FLOOR lS DESIGNED F~ S,OR;:;;:;~ us Tt-E ROOF SI-E'lTHIN;:; S::''"8JLLE 0/8"'" NOT .'lPf'uc=..=!L1 lI>.JEiITOIl NON--'...DA:l~"lRlNG IJRLLS hOlY &: i ClJt\.'S1RuC1TIl OF ST!-51: \JOOO OK S1.::..E!. STL.'0S. WOOD sruos SHR:..L S!:: A ,"l!N. OF 2x.3 SPF S7U:) GRI'i(JE SPRc....~ NO MORE: "Tl-lFW 201-- ~ \.JD1-r A MAXL"1U/'\ CSUNG H!:tGliT ao--lO.--ir'. STEL STUDs S~ BE: R /'\INl,"\Ur. OF 1 1/?- !'LFt,Q"E . "9l./Z'''25:;R SFP.aIl1..u MORE: TI-lANU"o.e. lJITH f'! MRXII"\UI'\ :::zILlNG rErGHr OF 10'-0". SEE ~'"TRIL "5 OF SliT. Bb. AS FW C"TJDN.. PR::: -ENG'!J\'EE'<.."D !..IOODS STUDS MAY Fi.5o,8E: Ui1LIZED. 1l-E..--=: ARE: MANl..\'"RCTlIRED:iN Ei1l-iER 2>:+ DR a6""'NOt\!N.CL. .G.IMENS!ONS. . . 7. RATED S/-8lTHiNG F'RNE:L:s \.JITi; ROOF SPI'lN'R.o;,ING OF U. OR GRERTER lNSlR...t.ED I..I!TH LONG DIMENSION ml-'.ER I'ARFl.i.1::L OR ."ERf'EN01Ct!I....l'f1 TO S1tIOS lS"OI<2+-D.C.CD:CE?TS-PLTPL'l"'.IOODP~MUST BE: Fl"f'UEO 1-IITH LONG DlMENSlON R-:::ROSS STUlS lJl-EN STtT.lS f'!Rr SPACED U' D.CJ. RffiCD Sl-EATKING PP.NELs \.lITH ROCF SC'RN RRTING lESS ll-FIN 201-" INSTALLEO '-'ITl-l LONG OlMENSLON EITHER FARFU...::.,- DR PERPEI\'OICULFlR ro STlJ[JS 16"' o.e. !EXCEPT PL YlJOOQ 1''''''''as 3/8" 1liICI( OR LESS /'\LIST Sf.: .".F'f'LlEO WTIl-I LONG DI.~SICX'/ RCROS5STUDSJ, ''''"''' i"""" f" "" "" ""'" "T " R'''",,- I ~. . I I I '--' .<: I 6 "'" L I'") .~.i. ):" .-;;'0: ~> .c~ ~ ~ i !~n':i 1:=' ~ c .''1.''I5,O:R 5Ei<IES ,gLL MODE!...S STRUCTUR~ SC~EDULcS & NOTES MUNCY HDt'"\cS, INC. 1557 PA ROUTE 4-4-2 E:.qST, F'D. SOX 2-4-6 MUNCY... F'A 17756 ;ORN BY I 5C.~~ ! ,~.j. b~;T, 1'.':.' D-JG NONE !m-l- 2002 I 3c I!? c <<1"0. !i"!e ::::~E8: E" c... CD Q. 2-. ~~CD8 =-:5::0:1 "'_:5~=a W O'ij c I- ~i!", 8 08.!!.!!~ 8~~; ~q:;:coc et::18h o co-'co'> >-aCJ~a5 CD~=. C rl= .!!j'lO: Q.>cs}'- ~ i 8.~ i r-"CIl&(I::_ . . I<< r-r , Ir~ ~ ~~ . Li~" l ,~ EJ" 0' o 07.';''''1 ~ lid o o ISJ ? I ~~ I ~ ..----r , ~~ r-Drrs: P".-..!...~~5rs..;ILn:.=:::<. ~;3+"."'IIN.-3B"..,AX. S2N:J'iE "1+. I .s:z.rEN:::RfL~-wrNOE5"', I' .NOTI::Kl!l.Sli73:.. I I z , s= RCTlFL ~,-'Xl< ",_"W :'"0;< L.:;N..-rJi ~ x::::: N:JT:: ~ , , , ~ , , , , ~N:lTE-<l Fa<: LCmIN.:; ~., lmT CN 1lPS::.....9<T ....iU. PNJ c:NT5.' GrRC€R: SlP,o"ORL ~ SliT "S:, , J I ~ 8 ~ ~ ~r."IIN ~ k hl'UN OEI::: rav+" LQ= k . , . ~ Aca...U."NIS~~ae.ERTI1ER::!i EK:lQ="A~"'-SPFNCEE...lNG 8,,-Q.t'l.s:;;:::F'LO~PLR'i 1= -r- ,,'" ca...J.W./S?RC!NG,"IAY~ TO If:: ROJ...!SiUl TO I".!S STAIRS. SEE: FiCTU'L FLCQ;1 F'!...ANFORSTAIRLCCR"Tn:N: "CST , , , , , , , , I , I , , , I I , , , , I I I FIELD WORK I InELD HMW WORK I = OR VENTS I SEE Gm':R I>IRDa<: 5f'RWN6" TfaL SliT a3c se:: NOTE -t ". ~ -".; 3'-0- I"UI<L 8V4-" = , , I , , , , , I FOUNDATION PlANS AND OETAn...s I RRE SUGGESTED !"\E.gNS OF SLF.'PORT.. I FINAL DRA\..,'INGS FOR SITE \.,IORK I REQUIRED IN CONNECTION \..lITH I SET -lP /INSTRLLATION OF THE 1 UNIT SHRLL BE DONE BY R ."'.E. I OR R-Ft BASED ON SOn.. CONDITIONS. ) SEE NOTE "1S-. , I '~.,..:---.,.. .. . j" ~3"AISCSm. I l~.f":::: L_ _.J Fy '" 36 GI UN~ca..U'"N LfuGT/;"'!..0' 5EEN:lTE..n PL<l.TF"ORr', I SJ2E CF ....--, ~~c; !PCN SOn.. 'C"""" CR"",= .,,~ lliiJ STRAIGH I NOTE "5 .. . "":~.'.,.. ~. "':':-""". z....;...-".._ '::'- - - - ....."t.;..."...;... I....'''': SUGGESTED STAIRS, S I RAIGHT seRLE: 1/2"==1'-q" SEE NOrr-..g ....:;1 SUGGES l'tcD STA1RS, SCALE: V2''=l'-O'' S.:::E b - '~MW 3'-Q"MIN. "" f"OSi "'" TYP, FOUNDATION ,~LAN SCRLE: 1/{''=1'-1J'' '"" '"" .....,~ SUGGESTED STAIRS, U-SHAPE SCAlE: 1/2''=:'-0'' SEE NOTE -9 SUGGESTED STAIRS, L -SHAPE SCRLE: 1/2"=1'-0. SEE NOTE -9 .....-~:.... SUGGESTED STAIRS, WINDERS SCALE: 1/2"=1'-0"' SEE NOTE -9 '; .. Tl-E !NS...LRTICto" IS NOT SH'J:.JN FCR DRR\JDI.t; CL.FRrrr. SEE SiT 30, FORlNSU..ATICtI~.~S "'''' Fl..L I'\AT::JWlLS ol. l..A9OR RECltJIRED Ee..OI.I IlOTTOI'ICf'fLCO:.xusrIS'Ttf RESPONSIBlLlTr Cf' TI"E Il.ID...rlER. OCTAlLS SH;)l..?,j ARE 5UG(;ESTED CN..Y ol. R:::TUFlL CClNS'TRl..I:TlCN SKU. OO"1PLY 1JITHFU..A"f'l...1CRB..COOES. rSOLTSSU"Pl..lEOErrMl'lNlF~ 1/2")c7 1/2" {~ GIRl:e<Sl l/Z"':<1O l/? lEi GlROERSI lN5TAU..EDSYElJJL.Ca:CtI sm' ~ "" "'''' R..LJ"IATERIFLsol.lFlBOI1REDUIREIlBELOl.II3OTTOr\OFF'_OOI<J:l!STIS Tl"E~ITOFTHE:~ OCTRILSSHJ\..INAREst..GGESTED w...y ol. R..."'l1..H.. :;DNSTRUCTlCN Ml.!ST COMr'LY \.lITH ALL R='P'....ICl'lBL.E COc:eL .ms;-~"", :<x6SIlLf'LRTEtsEEJ>CrE-lZI "'-'-""-'" nN, "'" ItL"""""" 'LAIT ""1D<O ro G~OCR lJITH (4-1 16dNAILS. F'LlERN'lTE'.......<"Trt:OSfT&.PF'CRT I'IFlY 8E USED.. J>l<'OVlDING no ARECl'f'ABLEClF~IN; nE CESIGN LOADS FRtl."l T~ F~~ GIRI:ERS TO TJ-EFll..NC:AnCN. F'L1ERN=lTE METHOOS SH'l.l.. BE FPf'1roVED BY Tt€: Loa=t.. .BUIUlWO OFFIClIL I FIELD WORK I WI """'TI'U 4-" SCUD Ci'f> OR GROIlT" VOIDS OF TOP:2 ctlRSEs SCUD 1./:2"x15" AN::H:lR B:LT 12" I'IAX. IN FRClI". EFCH CCRN:J1: R>O 5-0- o.c. MAX. IN) I.HlCH ARE EI'\8EI:CED RT L.UlST 7" IN CONCl<ETE: OR15"JNI'IRSl::Nttt.N!TS. ttmFORLNITSLOCRTfiIINSE1S1'IIC tESIGNCl'lTEGClRrOl..FINCH:lJ/:BlX.TS S1'lLLR:..SOEELC1CAlnlATINITRlOR EfIAO;D l.IFlLL ut€S WH:N R€a.JIRfD TO fESl.PPOR.TEDONRCON'1'1Nl.o.JSfU..t.o:mm 5IZES.~ETC.5H'U..EESFlMERS CNsn...LPt..FlTE~1ING~1JR...:...S. f"LRTE~RI'UNtrO'ICf'~ ~BE:PROVll:EIl~Tlff'l.ATEff'O ""OUT, TtEI'IAXIMur-.~6il:...TSf'A::Il<Gst'A:..L BE: -4- ~ a.c. t'oRX. f"Oi1: TUO S1Un" STlux:Tt~ . ......'. Ii o g i . '. :.~:::.. > ~ ~ ~ ~ . , fIN,GRl:l.. SEl::~~_ z " , 8"1'IIN.!J...OCXORF'Cl.REDl..IFl.l.. SiZE c:oNTINGENrUI"CN son... BDlRING CRPFCIrr I FIELD WORK I . ~ " " ~ " ~ .. . ; g ..on" Tl>€lN5..1..J:lTIcIISNOTSIiOl-"I FOR ORAl.IING o..RRrTY. SCE SHT 30. FORTh5..LRT1ON~"""9fl'S ~ ~ " '. "., '. .~'. . .t. ': :. "'" OM' jl/2"xll":<!"f'LRTElJITH I.IRTEl<PRO::F EXPANsICtI .mHT l./Z" 0lR ~ BOLT """'= "'" ~ .-::~,:._. ~'.\' _'<':-"'~:~.:.~;'..:~:~~'_. .....~t. ,....~ ~.'"'~."""' it~~-.... """.,~ L~ ~ ~ "",J-'):.::<;~::::>;~~:/':.:fH C~AWL SPACE DETAILS SCRlE: l"~'-o" SCALE; 1"=1'-0" CENTER .COLUMN S"""..;:;u:: 1''=2'-{)" , --------I., , , , , , I , , , " I ~ , ~ , I , , 0 I , , , t , I , , , I < ,. I ',. < 8 ~ " 0; Ii " ~ F-Ir LO NOleS I, jJ'"~~~/>\RX.CCLU/".NSO'!'...'"1N;;ONSfT:k.- i- ~~~"+;ft~~~'1S1..'ILL /2. ::xT5:tOR CIII-elS!(t.IS SHOWN Cl<_""~"":::T I<CCO TO \.lOCO ,..~"'.!'NT R_Ul'.m.G 5I-6=lTl1ll'>G TO EXTEhD C:cr..IN OVER TI-E 5U..L f'LGT::. \"'1-ENFCPr\lNSU..RTJ()./ISfJ:a:Il.s::zE:fT~TICl<I 1'~EE~Z"lN\.lIDTliFt<'C~ <~.,' ~':l;~~~ t"VST ae;:: SOIL ~LNITTeBETOC~IJITHl6dN'l!LS1fi"n=:.. """" ""'"UTI< CRA\.IL.5f"ACEFOlN:l=I.TICt<I~~",.~ ~ \'ENTll..P:IICN 1 SfC FO< EACH 1SC SF CF CRRI.IL ~ fREA ""ROVlIED lIT CRC5S \'EmS /'IAOCINSEcr05.laIENTf'ROCFl./I'ni~ .. ""= 5. TI1lS1:El"TH1.III...LVFR'(.0€D(LCCl=L~""t'NTS. 7. FCl.NJAT1CN D:CEPT FC::J11"1E'1rrJO CF ce.'m1: ~ Sl.f'f"lJIeT FI'>C S"R:IN:i NOT FOR STATE ~ 8. FltA..._OCSIGN FeR. SITE I.Il:RI:: RO:UIRED IiR . SET--{P-INSTR..l..ATICN OF'TI-E LMT 5f-R..L fE roE: BT ;v.I RID1ITECT "" 1'RDf'EssICN'I.. DGIlEER n. Tl-E STRTE Ft/D eASED ON FC1UlL son... ~ ff'O "''''''''-E= .a STRD<SARETl"ERESPCNSmll..nYCFTl-E1l..IIl..DER:. 1.I1~:rrr~FO<::FOJIttl:N=l..NC1ES.. 11. 1M) 3 1/2" fIIN. CtX...ln<l RECl..IIRED. 12.1I1D ~lJJIRES CClUa...E 5lI...L f'LR.TE OR: USE CF fa..t.O=lTICWFN::tt:::W<:51RA='S. alRDRE!ll.JIRESlZllZ><3Z'R&.OTEO"'ERl=a..f~ "'>U.~ l+.(RlJREClJIRESTI.IOHFll<ORAILSPD/:I1aICFSTflIRS lFCl"f;Na-flO'11151!ES. l$. FCl.NlATIa. f"..JlN5 Ff,() DETFill..S SH::lWN >RE ~ f'IFlSa'<<Y CClNS1JaICT1Cf<( OT/"ER I'IFlTBmLS ~ a: I..lSED. ~ lP.a- DESIGNIN; TO Ti'E REWIRED Ll:RJS ff'O Cl:NS'Tal:TED IN FIC:CCRDFH::f: I.IDl1 TH:: ~flUILDIM;Cl:CESfNlFf"PRO'ofilS'TTl-E LDCR:...ant..mNGCFF1C'IFW.... Sf'A:::E RESERVED FOR TtE t€IJ TCRI::: STA'1:" CF ~Fl.. .. F~~~~~~N MAS I t:..R SERre..'.:) OCT 212112: RHNCH. CHPE.. NO STORY ~ CONE!'1P. FOUNDATION PLAN DETAILS lS. NOTES MUNCY HOMESI INc. 1567 PA ROUTE +-42 EP5L F.O. aox 24-6 MUNCY... FA 17755 DRN BY I DATE SCALE: I R...ry. tA~ I>R-€ tLL j 3-22-9:1. SI-Ol./N !1C-1-2'0C:2 e " ~~~J :.~E ~~e8: E" a... ! is. i. !1~1! Ii '5 -~ WoH'6g" I- '"- oHh z IJ';~; ~18h .CIlf co'> CIlf~5C tD~;:: . C ,~..c: Glili::- w-Q.>t53: foo ~! ~~ i . I I I . I ! I I ......r1 f~s ~ f:. -CT....~::. ~2.-o--, t.:--::::::::::::::----)/ r ~Jllr~ T,o-3'1r '!= ti'frrd ;i ~-D" =."r~~, IJI I~, I ~., I" i ,. -- ! JI, I 1 --0..11 ="/ I ;;~ ~- ;;qpU L~?k!U,~ J . '--11 : ! 0 Mt:,~.,~ llJ~lli. '9 'HI ;--0, u SL ~ 5'&----, I I~ I :! ~';.: LZ;- nr('-/.~ I[I,! ,ii r-------~~[]:~:l:b'~I.. ,"' 11'1: "', j ~I j. I I "B" BOX I I " I I I: I I :1 "~I I 1~dJi".._._ __:_:::::~_ _, 1 r1~-~--------:,1_____ L-o'..!'~ 5E:E ELECT. NOTE ~2. SHT 3~ -=::LE=n>.rCRL....'O,."'. :KT~ '------)-~;:.-----_.:;:.-_:..-::.~ ~ f":li;: Pi"::l: ~R -------.,.._______ , ___ NOTE"7 -lL 0:1 Ii I!' , ~1!-II!li ,r, ~~-!. /lllillrt~!0_,- _~~!.r ~; ;~ I' 1IIIr".!,"r-~--a.~.--~~c;, ",g" BOX J rra.J_J fi ;,:I~ L___ ,<'J ' -. ~ ii L!~~H '::012 I I I ~: r c, " . " I O:;-2! 2: ,I ,'I., ,'c. -, ocr;7.! 7 "C" BOX 3JJ_0IT, 1':":' I'" --~J-t~-.::-, if I ~.J. " I. L-Q, ..i !~ L 2;:".,' ~b1n -n!!I,il=;~_.L_~_!.:! ~ClCT-ll CKT12.~' n 'lsu~ _ . ~ _L Ii! i: . [~'i~ ~'-------1, LJ.. I "~,!,,! ---,1---.~---"I'!, ,i"i::~=::~__j::::::j r~i1 j . C T' ' "41' f ::=.J I It ,0-- --' . .'., ..', ii ~NO Ii !~II CKNZZZ o[1J I 9 " ~! n $ 1 ~,,$:~x Ii I =~;:"I =~~! ,.1 lJ,.tf ,.L----El i--~O,.j .TYPTCAI FI FCTRTCAI I RYOIIT "----'-~~~O_--OO-'il :: I soo ~TTS- H I " I ~ : 1 H-7 ::~ SOl jf_O'_ -, "'. 11 .' ~'r=il ii 1, ~ " " " .: '. " " " '. " " " " c, " " c, " " '. " " " '. " 'c " " 'c '. -~~':. r ~, "A" BOX i n J WIll WATTS I .J ,~ r I I I I I ! I I I L 12SO\&ITTS .J I ! I I I I I -i SEENOTEooS e., "B" BOX 1SOO WRTTS .~~TE.l+ 9/+"0 r- 3...._ I t DROPS TO 5OII.E: m~}, - ~ , 3/+-0 f r- , I '11 f t ""'0 ..- I I I S1308TUH ----,. Ulll BruH "R" BOX ~-~ +SEiCtmA-1 I t 1 I t I I tr""'0 I t I I t c.~ s:.209TL..., """"" "B" BOX I I f ""0 >i f I I , --' ~~ ~ =~ s:::E: NOT;:: ooS 1500 WATTS ;~--F:~-:;; " 1.soo\.JA~: " " :: I :; 'j ,[ '~-1' " i! r'i if .: ~ - .... ..:' --- -- ~ ,., I :~, I .,: I i; ..J __________1: -----------.' c' " " " " ,c " " ,c c' " " c' " " " ,c .' " " " " " " " ==========::; TYPTCAI ,cr::"c---- h.____n"",_. ;:1 ' lSOOlJATTS Ii) ::1 ill " ::/ ::1 1:'1 :1/ iil :~~---- -, irru---. ::j Iil "I !II " 1;/ "I ,':/ " :;1 " 1500\.IATTS ~~l.::~~--.:._ ----------. U---r;;-;oo WATTS--'f;: I: ' I:: " " II I" :: I:: " " :: Ii! :! Iii :: H-7 ):1 J~~~Ji -- ----.1 "" " J " " " " " --------1! :: ="~ITS~! " " " " ., " " " " " " " =========:;:::~ soo ~ITS I I I I I I / LL l5(l[J OIRTTS "C" BOX H-5 :::1?::;' 1 I I I I I I 1 I .n..nn_",,"== FI FCTRIC ~FAT I RYOUT r~~:~~-!i '" : '" " I[ t ,[ -:.~-::=~; ~! I" I y" , Y"0,lii .' c' " :::::::::Y": 1;[ III Cc f :~ -="~' I;: I.' " ,j.:: - 'I' ....--~-',' =====::::==:: ; 1 YPTr:qr ,'iYORONTC :;r.--:---------.--.-~:= " 1110 BTLH ~ :: t ill f )=====:-- ~ --~=:===== r~='M \v1 i:J . ,', '!Tr-'3/+-0 .:[ " ::/ :! t ::/ ::1 " I't c: :,') ~: I " '. A 1:\ :. " c' " " " " " " " ,c " " " " " " " " " " " " " " " " ;-r-:::::: " ~ : " " " " " " " " " " " " " " " 'c c, " " 'n ~~::::. .,,,""" PEIiUr'.ETERLC(J> ""5ii091U-i HFqT RY()lTT SEE /\On:-6 1-~ I I I I I I lOOClWFlTTS 100ll IJRTTS /[ ~+ I I I I I I L "0" BOX ~STC8OIU:R "'t-LN~"\ENT ::a ~~ I I t I I t I ~/~'0 r t "0" BOX I ' 11408TU-1 4-550BT~ -----------. . ~-- - '., "lHO 6TU-! I, " " II " 'I " " " II " :; :: t! I, " " " " " " " II " " " II II fI " " -:.~ :=== 'i " " c, " " :: " " , , , , 3+20 STU; , , , , I:: " /'U " "c I:: >1 "C" BOX ~ IJ ---,I ------ -- !L-Il / I I I , I t \ '''' "'-" ~- 3+~S11J!i APPROVAlUMfF:D TO FACTnRY BUILT PORTION ,Dcr 1 7111112 D!'.TO"<>= ,""_~!: OS\So , I L 1 L I , I ,. , . I ,. . , 'Q ll. "- -i3.. H. NOit:.S E::...::CORl:::<=t.'---,:;j.)Uj"lSR::'R::S=:.'fLl';~OKi. ~E SHT ~~ ,='Q.'? ~~C :-:-~n sc:-:~-..::: ANi) Ga-<"S'<F;_ NC~ :WSU'-"i"TDN sc-=--, .., HN0 tDORANO'.m-mcwl!~.ss. S2: SrlT .so ;=-OR "" ~TR!C.<L "'OT~ 2.....~ sYneo:..s AND .".=:.crr NOT:::S. r;,?~ k::9G&cu.;:m~ nO!..': RVFGl.A8~ ~ ~'I<J.....~ ~ NCES-, ~TE: -IE..:>:-rr 3.b. ~ "2..::.-cmC:RL FlE..D M),:.S", NOTE: ..3.. SHj" ;!~. ~ "ElECiI<ICP:L FIELD NO;cS-, NOTE -2, S:iT :sb. ~ "D-..~ fED M::rT~, NO,:,: -13, ~T 31>. T.JQ STORY OUP'-=X IS SR.....:: RS Tloto ""0 STORY ~~\J~~~PK~'<p'~JN ~~-.Bt1 ~~~P~1N~ S1U) "=' Ei..ECTR:l:':l=lL SCliEI"lFiTICISFOR ~t.I\ID'>.K> LINIT. stcc<<> LL'YING UNIT IS MIRROR I/"A,,"'E. \.lATER l-EFi"itR ~~C ~7) If"'~1..L'S?Fi:E:' DPTICN ::s S/"ECJnm lNY.ls:::;;:eaGTsut\I'1FlR"rANi)~NOT:::.2~. SHT3c.FOREl.....~TRlCI-SITCRITERrR. S1"AC( ~ FOR. NBJ 'rORl::: STAMP OF H"."ROVR'.. . I i~".i=f1': II ~ ~ i:; n g- '- ~~.g-! w J'lll ~in <- \~!>. z ;:.-.... p,,::> '" ~n:r":,: lY) ~I'\' 1-~:>- ~ > cr:.OZc r ~ l ~O~l 0; .WJ ~ ~ H~ ~;" ~il' 'i ~;r .i; 2~~r! I MRS I ER SE~IES STORY -lS. 2 STORY 2-[""" .::l,"'\IL Y t'\OOEl...S t:.L1::.CT,:<~IC.ClL ~ Hc.R I LAYOlJ 1 MUNCY ,'iOf'\ES, INC. 1567 PA ROUTE 4--4-2 EPST, P_O. BOX 24-5 MUNCY, PA 17755 I DRN BY I D,gTE I SCALE . . -' ;~ .j NO i "o,,"j w. '_-:_,:::.~ -,'~~:i :-''''--';-~~-=- - .~; .'" : ~'. ,,,:1 " ~ " CIf"c:O'ii -c_> :.g!e ~.-ea. S::Co.Q. t= ar 0.- CDAev- o..CD~ 10:=8 w~jjg8- I- "'_ O ""if . .2.!_.! 1i.ca~ U.OII5 ~ lali OCOCll5Cf)'> >-*,sao . G)~=CD s:" "-<= al ,g_ a.iol ... """ s Z.=-3 i-~ ~ ~? !: :~ .'5 - ~,~. .!. "; . . . -- ~.,~DD I B A L'I -"'r: i "f"'~ PLAN 1 R -......-.. '" . -........-... H "'ITS F'!.1R EXTERICf<' RECD'TR0...E5. SEE ELECTIrn::A- N:lTE ~2. SHT 30.. Foe IFO CRITERIP... sa El...ECTfaOL M)TEs... "" ,. """-L ~JACE G8OK. ~11l:H 3 GDaA...~TlllNS GE1EiIFl..Il..J..U'\INRTlDN 7 """ ~~, == OlSI1\./RSl-ER[1Jf'rJ MlDrol..RVElCl"'T.l '""" """ ""'" '""" '""" El.fC1RIC!'DlT El.El::T'<<C1'flIT I FIELD NOTES I~ '""""'~""" 1t;lMAl'.~t5TOflE Va CCl"fE1; 1l<!.vI) Al.ll'ID.U'\ s..l"PLIED'lN51l'l..l.EOlrr~ Fl..L1,'DIe"l'fI:E:~Lt<<:J<: Ttlfn.ESRSSPfi:l."lEDlNNKE~ lNSTli:l..CncNsOCl"ENllWoONr.:Au6E ~= l1-E~!lClXISllCtCEOl!:3In>A BCNJIN;5O/E\J~TtE ~~INr01J.EBCI>;:CRSlNI;. l1-E1NTER'I~!"CTR...1.'I;1ER1"~ STST&.S1'R..L~~TCTt'E: ~~~ SCXVICE. TIC ~ UEClROOE ~~tl""Sl.f'f'ICa.Ir s:iZE..~'l'llll'Eu..EIl<:.MOR!:: ~EW::~usm 'l1-E POlHT!l"CF~or-T1-E ~~st=U..IlE~ l11I:3ISllllEa::t<CNstTE Br8JlU:ERIK~1.IITH GO~ :0::5. ~"' Ii] , . li<l'lN;;!':i"COD Tr:='!Cl'lL ~oo~ :1,:ii~OD~~ ,!/II+I ~~-TIlr ' I L_ TTPIOl,-- , c_./ F , , , I ' , , H""'" Ii li- Ii;: ~ -. .CPT."'E"<>':Lt<ICJO:lP_ ~1l":.fR!::!:srlNlllO,;_ I r4'-:) :' ~a::D:: : , , : : , , , , , , '. " c .l!'I'_~.P~ , , , , , , ~-W-l_--J . a;';!(;fI o ,- RANG:o HOOD 1 TrFICFL I~I db i .f1 I tfh ~" ~. ~ ~" -.. ~., ~ ... -., = PLAN 2 - PeRN 3 PLAN ... OlJ~J rrgrn LIiItE1:J OJJLITJ 1.lf -'-",...-., " . --"'---" "" jl. " I B c o , o m ~-'~ I .I~ .._......~I '. 1- _ U!U I rrrrr J K L qN Typrr.i=l1 FAr. I nRY ~Rni JNmN~ MFTHnt'S FrJR MFTAI RnXFS I 000 rn::=J """" """",""" 'IXnM '= 200 AMP MAIN . """'-""'-"'<< ~"'" '"'~lUltD"T.J 6~lt..LU'1WIttcN '''''''''-~ l.I!=tl'ERHERTEi/: ''''' "" nP. """" '""" ,," II ~. " " ," H " ~OCJPTJ ~"'" ".""'" '""""" - """=' ~'!' 0TJ1El;:S IF1aD I "DRK TYPTrr::l1 :9 WTi<!F r.:1?f'1'INnTNt:: IllNrT!()r.J lYorr'l:lI ;l_WT~F r,~ir lMlTNr. nlNrTTnl\l -~- """ ~- ""'" ~- ~-, ~re """",, GRI:l.Ml~TO ""<m~ """"~ ""'"5 ""'" "" 1- 1!l-2 IJIR( FEED 1!l-2fIXn.RE:IJII<E '-"' "-"" "'" """" """ ~ ~. ~, ~ - n.......~H:I'lT -, "'"..NO """' ""-'" '""" +-2A.IGTl"N<at'TM<l; I FIELD NOlES I 1lREFD:9:1tISTFl.LJITlCtl: :sIN:;LE:""OLE~._ ~~~F'PlJTlN:€R WHr1'1::a<:f'.V.I'TJ!II..IJIlI!!:ISI"UTLN:!ER SCREIJlN~-. l'!~o::P\"ER~IS,.ur~ SCREIJlNGRl:U.OEAt . OCU3LE."OLE~_ S~RS~PO.L\JfTI'!TI-E FiXUTIo.lfJ;Sf:CDI'\l)wr~ IN)Ei<ASEo::t<<lSCR...~TAflIN TH::0CUlL.E:~~ =- -""'- ~~ '=~ "'" """" EJl- ." tIfUN ,"16 ~ "17 <IlSINSLE "18 ,." MaR.. BOX TO BE l5"tD FCl.\;'IJA1D:~nR =som", ~- "'= ...GRa.NJ.....l...- ~..lEO~ ~ ~~ ~ 0""'" TIi!SPAM::..ISl.ITE-1ZEDpQR ~CIRCUITSFll..ulNSTF;LLED ON",-Y\..t'.E:N.--.cuNIS FtJ'..L ~ ~ TYP Sf Fi-F;:-=-il [}FTOTl ""ITS I - THE M!~rN p~ BOX IS F; sau:Rf D - aCll+Or.2QJ OR ~lJAL 2 - Tl-E SU3 F'fM:L ~CX IS ;; ~ 0 - 00l20....'loo OR EOURL ~OOPH c L r ~~:k. 1-';000 =. 1 1.__i."I' I " 1""1 & ""1 & i ~. 1 ~"' 1 ...~ -.MJ ~" PLAN :; ['If Hlf F G - """""" _I " ,,-- -------. ~ !1- 11e__J' II E IIJ~ !lJ~~ ~I-I .:;]1 I I I., ~ ~~ ~ ICJII. Ir:cq! II ~ ,"~ I'o(! I I" II J.i"j vb 'J, ~". ; " ," " , \.: . , [ m~ ~! ttrrr [[[J[J . . . " .. . o ?O? []J DO ill] [JJ IT1J OJJ rrrn am '---------, , , , , , , , , , . , , , , n~~'i L ___j iJ -- -L:1"'''' I yP OPT FTRFPf Ar:F SCALE; 1/4-""'1'-0" YFMrr GROIPS ARE rUJJSTRAlIVE c<<"Y. RCTU=L MEDJ:CIN:: CFlBD€r!ESlGN /'\AT VRR'r. TTP.A!RGRf'OETRn.. f"CRFHOVERTt-€RIh TU3Sf'OUTOiOTTlSS, 1JtiIRp00S&~tuaSJ. ~re FLOOR SYSTEM IT F1REPLACf: I"f'IYBEOCS!GNEOSOTl'flfNO Fll.NQqITON stlPP(:J:1T IS REWIRED. o€CI(IJITHI"IFN..F'R::~p~ f't1lk.IOOTION5,J.!Pf'CRTREOOIREMENTS. " 2'-€"':EXTER:1ORlo'ALl ~, J MWt :, ClPT. PRf-~ACTURED fJREPUlcE INSTRLlED " IN FCCOJWFf'.CE IJITH I'Il'N.Jf'ACTIR!:R'S r~:--l INSTFUJlT!ON lNSTRLCn06. SEE fIELD NOTE "7 CF O\JGS Z. SEE G8-ERA:... NOTES _ 2- .... .z.. _3 FN) GENERa. FlELDNOTE"" CF OWG.9b. LiS jg 0 !INYI SEE ENERGY SU!'\MARY NOTE "12 OF' [)1../G 311. 00: I"AN~CTiJRERHASOPTIONCFPROvmrr.c~ > UFNJIUl.F~ONSITElNSTFl..J...RT!""CFn:RE?LACE BYBIJIl.IlER.EC'JIPt1ENT51-FU.SElNSTRl.l.EoIN r ~CR>ICt: \JI1li MAN'Jf"RCT~ INSTAlLAnt>>! I:' ~~~~~~~~ :: TO RCCOMOOAl'E MORE ~'ONE FL!.€. . ~ I~ ! . , J l~ r=1iL , . \)/ r/ Ju' /0:\ ;J n \'1 \Ur ~~ "'" ~'I ,;i-- ", '" / " " SCAl:..::.: V';'""',!,-Q"' CI OSFi CONFTGi JR,q!TONS Ft E'Z"tIl"- ""-'-,,/I M ~.12'-II'/'\IH.~1NFl<DHT ,...~~..,~"""""" "lllQt..,~w.u~ 1.'IlLLJ' TYP FTXTI JJ;?F r:f FQi?QNl.FS ~Rl>' "'T~ - . ...,....,.''''.:::;;.:-:...-:; . .-,,~ NOiF:; I !crTC:-!~M.'lYE:::RaTATS:'SO~1BOa;:Gi<::::::s. .) ~~ .~.:rr 2E: ~,~ :"i "--,,f'5 "--~~.;Ii PFlRTORrNIT'S8<<'J.J<<;.lr. - ~51'\A,&:c."'LIT1'ETDR.'.2..0"'~_SUiL-'-_IN' R"~ ". ~~~~~~~1... :_'.~'~.~.~.f.t.~_..~.;.; BR'<:5 OR txT"'"..NJED CClNTERS /'Iffi' EE FCCED ,m:' ' _ _' " ALl lcrT"w-EN:i CL..~~ SHILL S':: I"ROYTI:EII ,~. '.' . ~ _. 1'?.''LIC?.8l...E I3l.!!WING CCOC ',' _ "",~ ~"'.j g~~ ~'lYSJ~~E~~ ~~',:. ~.!~~ Jj~~d~l ~ BRTH. l>FIilO9j FNJ \.JHIRL.Foo1.. tuBS MY BE: ~ ';/;\ 15. = BE SlNGLE OR D:lJSLE so....... ;~~~~1, l5. I'LL BATHS SI-RL HAVE EXH=ll.'ST FFt.'S CR .""F;Ij/UGHr ~~~ CO/'If!!NRITCN TI-FlT ARE VENTED TO EXTERIc:R . 9'~ ~~~s~~~~~~, .':?;~ l.!l. BA1l1S AI?E AVR!l.JlBL.E \.lt111 t'..orr LAl'If' lfi'ICN..' ,:2:"~;i~~ 2D. l../HIIa..PDCl. rues ~ AVl=IIUBt...E)N SOME BAT11 "',,,",-<._,;- LJ:lroursl'i<05HR..LBE1..IIRED!NA~NCE\.Jl111 N~FN:ll'lf'WUFRCT1JRElG~ 2l. SEE NOTES '3- 01-, "5 IT SHY 1... 22.~GEl<.ERFLNOn:s-z..NOTE.a.SHT3b. ,~\.~ig , -.C', .'., . ,~, , ~C; '..'.'''g 'f~ .' .'.\:/ :..{:'l ~ ~j .; '~~:~ X~1~ :':'! I 5:'ACE RE:S::RV::D FOR THE l<BJ TORK STA"\" (F Af'f'R(lVRl ' " ~ " al'Coil -1:_ >- :fIIJ~.e ~.Oo.: Eliia~ CD Cii-- Q.41 CD! CD~~O ;;--;:1 W""-=;l2'6 OJ: $ e I- ~~" 8 O,gj/j/! tJ.;.~.; ~18j~ O <<l~.> ol:iEgo >- ".ii'''' " . > Iii" 8= >'5.fS,;::,- CD 'I: 0.. ~ Z"'~~~.!! ..~ i ~. iff It'U !Ilh; 'Ill ! ~~ 1m " j.h'~i ~~~ ; - .i,t,:;f~ ;~;:!-'~:r "">'-, . ,~ ,*-~ '. ._~.~ :~~f: .\1. ".~: ~ :'>.:~;'- -<:-, ~ .. .: .; ..<: ,c""'" " M,qS i cR SERIeS \:l"i AL.L MODeLS MISCELLRNEOUS DETAILS, '.", --'" ~~.; ~ i! MUNCY HO,"'\E:5, INC. 1567 . ,OR ROUTE 44.2 EPoST, P.o, BOX 2+6 ~ '~'15~;~ MUNCY, FR 17755 _ ..- DKN 8Y I SC,qLE I REV. .iSHT: NO"~'::~ NONE 118+2002 _ j; t~f "~... .:.~ ~ . - I I I' 12"/'IIN..l1:=. ~'1ASSl3"VD.T::xr-~ 18'" TO 2~. ABOVE ro,o 12"'Ba.DI.'JeO::F. lRIfr:u.. vo..rrs SH'LL EXTEN:l3"lNO!A. 12" A90YE: fNl 2<\-- BELm..r ROCF. ~_ ~3"VTR VJ TRR Q;( CRU'J:: RRO'J:-<I ~ON::F"!l::CE~RL SL.....=vE: OR S2..!'"- :=,:.::~ 800T FLP~D:PCS=:o ON DOI.INsm:: j "-?'TOZ'ORl1/2" RUU::ER CTTPtCFU ~THI?II i?nnc:" nFTI'm FACTO;?'!' TN'ITAl I ATTnN CONN8:TION TO SINK FIXTURE OPT. SHUT-DFF"S ew CCOO< ~ H , KTTN-FN STN!( 0"-111 , l'lVATnRY <:;1 JPPI Y FAr.TnPY TNSTAI I OTTON ~m~ , V1l/2"' , , f1N.FLOOI<.~! ~~ SFN TEE 1 __~ <P, , : I ; -'--'I. "'-~ 2" - L2'"P-~ SHOWF;? n",mN ~ VPNT FR~Tm;>v TNC;TAT 1 r:rrrnN v-' V2" ~..~.. . -YJ2-~ ~.~ SRI'{ TEE CCWT. "IRST:E . 11/2"_ -1l/2"f'-TRR"' ~ fJN. FLcn: .2""'/~"'P~ORRS::C::O:;:~~ K'TTl':'-FN !')Tl\Ik' ni<>OTN " VFNT FAr.Tr1i'?Y TNC;TO! ! ATTnN ~ :;tET 3b. GENERFL PLUM6J~ ~(/'()7FrJ;:lCT) '-- --------------. , QRr.JRL.L CO"""'OL.'\iO ! TUE OR SHOOER 0RI'lIN UsaJ AT RLL f'lPEl f'Ek"IRATIONS l:<2 lRLL<!-5IDESl ('''-RSlD€D TO OE:ClQNG . f1Ei...DINSTR:...L5JST TTF', I'-L~ OEQONG 1 ....... OTHD>s m. ccoo, ~ST ~-lI\~ . - \...::..1/2" f'IlN. DRYWR...L n!:LD INSTR...1...EDBYO~A.-lER ~bG~M> IS ~CU<'Ul TO FTRc:" "'Tn? AT 'n IF! ANn "!-!nw"";;>. FTFI n "". ~ "" CC""" H , C TlJR/5HnWFi< <;i F'~ Y FAr:T~Y TNST;:j1 I I"TTnN 3"VTR\; ~1.l/2" , , TRrPLEVER ; iff1N.FLCOR . """\ i /,.,.____ = ~" " , ;-{ "-,~ 11/2"J' '~l ~ :-TRRP ~RTHT! Fr nf?>'lTN (.. VFNT FRl":TOR'I' TN~TI:ll I Fn DISii\JFlSHER (OpT J ORAIN (COPED lJ>ICfR CT. OR THRU AIR GFIP PER 1'Il'NJF. INSna.r:::nCNS Dt5PClSFJL. WIT' Z"f'-TR>l' if FlN FLOOR 0.<'"'10r-.>A1 m<::HWR<::>-;8<' ~q;TnR'I' TNS7PI I RTTON St-UT-<FFS AND WASl-ER HOCK-u>S >n. FIN. f'U)(lR , \..JA~!'iIIPPI'l' fRCTO!?'!' TNSTRI I RTTnN <>'T I 11:/2" If , , ''''"It' -= OfLsOI.IL ; -~- ,- ll/2"'P':TRR" ; fIN.FLCQ1: 1 AVRT!1RY r)!?qTN (.. VFNT FRCTORY TNSTAI I FO : S.VTR~CI'1 ;.r--1.o!FlR.F1XT~ , , , , , f1N.FLQOR RTs:=;:> <::-H""MRnr. c:qp,," IINT"T'=; ~q""Tn~'I' TI'!~TRI I RTinN CCNNECTlCNTO>JC Clf'T.5Ifl}1"-ClFF ~ fIN. FlOOR: , \.JATFI<' n r.SFT SIIPP! 'I' fRrTn..y TN<;TRI I ATT()N Z" P-TRRP ~SH,,".. nl?RiN (.. VFNT FRCTrwy iNSTAI.j pn 3"VTl<: , , , , , , , ~.~ , , , , , , ~! TT...e....c. ;~ FLR<< : low"""" MorN VFNT STA:':\( (.. W r =-~r:Tnl?'I' TN"'Tq, I RTTrw ::J:>:H'F-'mCH..lJNrTSt1'lU.K'N::OI>E r.PlH.3l1CH"lN!rIl..t-ISTFO::. ,-VF!ClW"t R::.EFVFl'--~REOLma:lT08:: \ INSTRLLED ON SL"'P,-Y ON w">"'5<: \ trDnERS INST:""~ ON LL"""VING lE.V""tLS . IN CRROn.-5?1'I.:;E Lh.J.iS &.-t]T-Oc;=- n."VFLY=: y.. -~~ .LJ. GR'..VIlNIZEO S;(E"L. PFN El..J;:Cmcl./~I'EAi""..RSFlLLO\.JrnHffiH-!rIf'R..."'" PL..F\STIC PI'lN 1'UN.ll.S2S" TtIICX AS RN G"TIDN PfI>ISIiI'LL8ER!"\1NI1"\Ut\tFl1/2"DIT? l"i'lIN.f'VC ~""- i" f'VC ELi.>- ~SHFIU-P'IPEo!.OISO-f1RGE lNDIRECTl. T TO R HAZIRD F1<EE LOCRITCf<! TO BE FlPPRD'VED BY LOCR..B~OFFlClR. ~U:=FOtN::RnDllFID..Dl RCiOENTf'RCl;:F ~ "E.m 3/4" w...:., lFTfiD) 3/4"lF1E1..ID J MffiNSHUT- <Fe ""LD> WATFl? HF.:aTF1? <;i 1PPI Y _ PR NY ~;~~ llNTTO:;- FRCTDl?Y (.. nFI n TtJC:TRi I N FOR WRTFF2 HFRT8?<:: FArTn~; T~~~' I FT1 ~= 1- fl..EL -FIRED l./RTER HEFlTERS 5H'lLL I'IJT BE 1NSTIlt..l..Eo IN A ~ i<:OClr\, 8R1l'I<:00M OR A o..OSET ACCE::;SED TI1Ra..G1 A.SLED"ING RClO."1 CR BATi"ROO".. 2- IN5TRU.J:lT1~ SH=l..L BE: f'ROTECTED FROM fREEZtNro. F'RESSlRE ~..!'IPERATlA<'f: REl...lEr VA:..VE 5HFlLL PIFF: TO A VI51BL.E l'ID1! GR" AT FlOOR IN 1l-E SAME sPACE AS "'ATER I'€RTER. 3- ~ lJHIS aIIFlRsr OR SEca.lDfLOQR API't/SHFLL !lEPROVIDED <tITS ORRINSH:U.. PIPE EEl.O\J FIRST FLOOR: lrRAINPROVlOCDIN ~~~MJH'l2~~~Si-FU.P1F'.EoI.~ 11"EPFlN5l"A..LI'IJTBELfSSlH'lN1l/2"'DEEr' FNDSl1=U.8ECFSlFF1clENTSIZE.<NJ~ETO FS:EJvERli.DR1F'f'DlGORCCN:lENSl'lTEF'ROI11rEI.'FlTER~ r3"VTR V1V2" , , , 1 Z" STRNOPlFE -= ~ ifflN.FLOOR , i'lJTUR.E VENT MY!!':: ; S" V'1"R OE:...."IED I.It€N o..OYHES , I.IASJiEXIS~FiRST~' SEW~ FL~ : , VZ" , , , , I SEE "-On: -18 , , , , , , , 'M~~ LCfl~o!.l..I'lBE:.ED APPROVAL LIMITED ro FACTORY BUILT PORTION lltr17211rl ::;,o--nf\JnR,?Y \n='m STArr f.. \.J"" =-q-T('O;;O)" TNST.::lI I ATTnr-j Fl IT' Il?::- VFNT TNSTAI '=11 F'~;;'':; ;;n ~ . R~ ~'" fnr; ;?""OllTi?F<:: rJP AT ~'" n~'" ~,,"I11I::"~ (::-Q'"'Tn~Y TNS7 I! AlTmJ =-n.. R~<::=-Ml:'" ~ n=-> ~1'i'lI".E 06'\5b -----, -~.. -;.~.:.r'-';?:Jir' I NOTF" !i ~~~~~a;,/~.~~~ ::g 1J"-.sr~ ~-':J 1NSP~ _ '::-'<R.J''-SC'R=::::-TO:::XjENOR8JV':::~jfLCORi'>'.u ~[~~O~ !5...01./_""rRSTP:..JJORAND DL~"TI:D s:;-....a:r TO ~OR 1.'I11"! iJIiB:lION OO'..ffi,l~ (, S" !"\IN. RIfe Gi;"'. 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ACCESsIBLE TRRPS ClILY Sf-R..L a:: I<ErIOVFlSLE \.J!TH ~~~~ ~~~~~~" . .'j~.-"~ lM~.Cl..EAM:UrsCRS\-lf'..JOINTS: . .. ......~ l.3. \.+EN V!Im. IS lNSTR.l..ED l)>/ fLOORS IN BRDlS.(R.. h'~~~~ ~~L~~~ _ ~~}.}.r.~.:.;.~.~..; FACTCR'Y FCR S!TE I'f'f'UED TILE OR S FOOT HrGH.'. c "; ,..~~~~.'...:_~.;.;.;f.,'~ 15. lIRe NTl f"OTABIL I.IRTER Slffl...T cun..rrs.SHRL,~_ .~_.! TI-EClJ1LETO<[J~AD!STAA'CEABll\IETH::" V "~i~~~" ...;~,~~.-~._f",.~"_.'-. VR..VE TO Stfjj" OFF Ti"E W'R"lD: SllPPL'I"ro F'!Pn<G ..~__ FDCrl..RE:s FN) ErlJIpMENT IN,ERQ1 ClIJa..Ut.I;: lNIT. _. \.I1THCuT IN'7ERFERE:Ncr: IJ11H THE I.IATER SU"l"t,:r TO . ,'it';7'.y~ DTrtER OI.>E1.L1Ns LNITS,. (R ona PCRTIONS OF Tt-E ~'k~~J ~iEO~~o~~.~.:~?.,.--'i_., 17. ~~91~ADI"IITT~Vl'l.VES~~;~J;'-k lD 18. ~ ~~ ~ fUTtRE FlXTU1B ~ ~..:~-':~ :.,~ ... e .l CG-o 0 'ii -c:_> :C~E =-00. eliai G)Q.~'ii o.a.CD8 ~:5:S:e . "....5.c:b W O'~j" ~-"" 8 . .2jjlll . ZWH; '~Hh 1!( ..- _Cl5t1J-S . , >- :_!.~6 '..~ i~:5 aJ15'l ... Z~:Hid I I I ) i ~~ S1"ACE RES3:VED FOR THE: ~ yw:; STRMf' CF FlF'FROVRL: ~i ;:; ,.J _ 1 ~ II ~ f~ i ~,:. ~rru~ , Q~, I w ~.>; ~.: ;[~.- .1'-. -c-:<E> 1... ~;l:' . ;'%~1i . .-~- too-:;!; I 'i-:= ~~~1 . ~ ?i.~. '> i'Jj~~~.t:- ~~~ a:l ~\!J '" _ ~<..g l::8?i 0 ~{ o~i ~u~::: .Eh ;t~~ ~ =i[ Ii =~:: ~ 01 ~H~ - ~f: ~~H. ~jrl1gi~-~ . . '" ~ ;} ~tj!~i .. ' MASTt:" St:FIES ALL MDDELS PLUMBING MUNCY HDMES, INC. 567 PR ROUTE 4-4-2 ERST, P.O. -?:JX ~4-6 MUNCY... IDRN BY I 1"-'- c .~~ , I l , i i i I I I I , i I J' ., l' _. , i , , I i .1 STru?Y rSFF SHT ...?: "- ?~l DI.J\I '>YSTFM ~TE::2 lRVS SHFl.LHAVE 2"l,IRSTE~COI'\BINED REFER TO P'IXli.J;:E DEnill..5 rDR TRIP A.>;(j P!PE 5I2ES ~T SHC:r.IN IN . THE SDe-ilnc. FIRST f'L(:J()R FlXTl.IREs Sl-RLL CCNNECT lNTo HORI:ZCNTFI.. BUlLDING ClRftIN I1OR(: THAN 10 PIPE DIAMETERs DOI.JNSTREAM CF srAO:: 8l'lSE AI<O NJT ~ INTO SECOJ',(l FLOCf<: DRAIN STFCK. J.2>ldSTCt':TC2l..!N:; . l-z"d ST~T fLOO~ . j ~: ;:;:; ~o':" "'vn:, = r /, ~ :... Ta, : 7':', ......~'.. 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RaT ......,.,.. .are 0CTRILR"Pl..JEST09FN:1121'12ROCF TJa.IS5ES FNl 5 fN) 71'12 RlXF ~ TIaJSSES. ManUI F TO MDnUI F CONNFCTTON nFT~TI Sa::I....E: l-=l'-{l" FTFI n OR~_ 0'7'\.70 t~lind Speed 3SG 120 NOTES 1.f"CJe:~N:lTS"'ECIf'1CR.LTFD:lRElJ9ED~n-ll5 StET. SEE I'FIS1'ENIN3 SCl-ED.l.E IN) FI'PI...lCFB..E """""""'" 2.~tt'lSl1-Ea>TlDIICFSl..BSTTIU1'ltG N'IILS FtK sn:I'l..E5 Cl'l..1..BII"Cf!: IN N'Ul..lN3 s:::t'aUL SIZE.N..I't:IERIWl.Illi!5f"l=CIJGTOEEIN~ WITH IlGEICT Sf"EC:Ii'1X:AllDNS At) EL.EI1ENT ~~""""~ J,.D:SIGNCRO'ERIR FeR! STOR'TfN) CFl"ELHtTS15 ERSED~A12I12ROCf'PITC-l. CE5tGN CR:rTERIA FeR A 2 STCXT t,t.I[T 15 IR>ED ~ A W12 """ me< +.11LlI9ltf"HWOOztNE15FPf'I..ICFa.ETO: ItE COLHTlES CF Elfa:t<<. IoEW YORI( IN) R:lOfiH). ~ICI<. COLHTT Cl1'lE$ M.N'f VERfIIK. fEW ROC::tn.LE Irn: IN) TC:Haa ~ICI<. COLHTT l'a.N5l EJl5CteiTER. tflIlRISCJt ~ NJRTH CASTLE. f'EL.tfll'\.f"CltN)lmJGE,RYEfN)~ WfSI~lgo,CClt.NTTV1I..1.fr:lE:t ERCNIMl.lL tf81SON,. UK:tf".CHT. ~ f'El.JAII.. f'EL.tA'1, /"lFNR.. f'ORT DESlER. RYE ~ """"'"'-E1M>1I.l:lGKE. 5. 12OI1tIlfll'HWOOztNE15Ff'f'l..JtFB..ElO: TJ-E ca.NT1E5 CF toASSFU IN) 5U'Fll..K. 6. CESIliNS AIlE EJtSED ttl DP05l.RE Co 7. WltO:IWS IN et.I1.DJNiS LOCATED IN WIJCBRIE CEBR!S IilEI'iDNl iMU.. KWE GUUfD 0PENltG5 ~ FRClI'Illt;:WJNB:JRtE:EE!RIS04S1TEBY1l'lEaJII..ttJt R..1. MlEJmUI 5tR.L EE BE 9.I'PUED BY Tt€ B.lIUER. CClI"I't.Jl'N:~IlEB'l'ltEFlI..1.OWDG/"lEllIJ[lS: Fl- S'fm1 ~ /'EETDG 1l'lE ~ a'" RSTME 18IiI8fN)A51l'\E 1llll6INSTJ1l..fIlINA:X::llr/t'IFN: IoIIIll~JNSTFl..UI'flI:Ni1'lll.CTlDNS. B-FIGEIC'l'RATmt.DX)SlJll.Cn.IfFt..I"AtU.5WITHA ~nm::a::tESS0f"7/16"fN)A/'IFDCIIU\SF'FtlCF eF'EETStR..LBEf'ERKI'l'lEDFtKOf'ENlN:l;f'ROTE:C'T1CH lH atE 1M) 1W) S1'DIn' Bl.l..DDGS WITH III IEAt RlXF ta8HT Of" S3 fEET CRLE9S. f'fH1..3 3'RJ..1lE~ TO COYER nE QJ'lZED CPENJtIGS WITH ATTfDf'U:NI'" tAl[WIiiEf"IinYIDED.RI"TFCtfe6"StR..l..BEWITH ... I 2112" fUN.loUX) salEWS ATro.c. ARC:1Hl f'AEL f"EIm"E'IEROR-e121/2"l'UN.loIXD9XWSRT12" QC. fIO.NJ F'FNl.. I"EJm'Ela c- ~ FPPRl:MD BY llt;: L.OCA.. Illm..DlfC CFFIaR... EiEESECTJar4RSJI..2UFNJl18..E:fi3Il..21Z. e. WN) ecIlNE tEBRlS JiElm:NS AIlE MERS WIn1IN H.RRICfIrE-f'ItlltE RE:GlI>>6 WI1HIN CItE: HILE CF TI-E alRSTlL I'lEFIH HlGH \AfD LJtoE w-EIlE TJoE BA5IC IolJN) 5F'EED 15 11CV9O tv'H OR GIlER1'lR OR WiEIlE Tt€ BA5IC WDCJ SI"EEO 15 EaR.. 10 at GREflTER TtAl 12OI1tIlMi.SEETAB..E1i!9Ql..2.1.3. a. CXNmll..CJ'Xt4 DEStGN IS IN FOXR:ACE WITH 'tUNINlf' IE5BiiN I..CA:I5 FtlR B...II...aHGS fKl O"Tl'B ~lFlSCE7)fN)WI"Cf\ mEXTERlOR: WDO:IWS FfC) DOORS !ltA..Ll!lE~ TO RESIST TtE [ESIGH WH) LD'DS Sf'ECIflED IN TP8....E I9D.:l.C2) FD...IJS1ED F'CR tEIGKT fKl ~ PER 1R!l.E= f'flX. IXSIGH WINl f'RE5SURE IialJ!RfD - 1 STCRT LNrre QI. -120190 - 22Jl.129= 2ll.2: f'SF - ZD€ 4. m-12lIIUIl- 2SS x~34.7 PS - lOt:: 4. ~ RFIftlA GRFIE REDl.lIRED - 1 STORT LtaTS: QI. - UIVIIl-:!IO f'SF - 2DtE 4. m-12lIIUIl-!I5~-ztH::4. I'IAK.OE:IJGNWINlI'RESSJIEIlEDJJRED-25TtRT'lMIrS: QI.-UDIlIl-22.i x 1.4& 3UI F.F-ZtIE: 4. m - 12DIUD - 2UI x 1.4= rt.7 f'5F' - ZQrE 4- I"iINDV\ fR'A GRRE J!EQUJJlEO - 2 5'TCItI' lMml: QI.-UDl9D-S5~-ztlNE4. Q2-I2ClI'UD-48PSF-ZIl'E:4. f'flX.lESIGN\JIN)PIlESS.IlEIlEOl.lJRED-1STCR'rlNTS ct- UQIIID - zr2 x 1.29= lI5.1 PSF - zt:tE 5- m-12lIIUIl- $l.411 1.211& 41Jlf'SF- ZDE5. /'11ND'U'\ ARM SfRE: REDUJIlED - I STORT l.tfrnt ct-UQIIID-40I"S'"-ZlJ\ES. m-12OIICII-45f'5f'-ZOfrES. MX. lESIGN \JIN) I'RESSJIE ~ - 2 STtR'( lKTS 01.- UOI9J - zr2 x 1.4= SlI"S'" - zo.Es. Q2-12ClI'UD - S2,411 1.4= 45.4 PS- ZCl€:5. /'UNI1'U'\MMGRl'I:EREDUIIlED-2STCRTlN[T'5; OI.-UQIIID-40PSf'.ztlNES. Q2-I2lVIlIJ-SOPSf-ZC>>E5. SEESEC1'lD'f5R&13.2AoDR6l33. 11. FOt RXrrIOlR. c:ttKC1ION ~ SEE......., '"-2. SPACE ~ FOR Tt€ flEW TC:IQ: STf'W'P CF ff'f'ROVFt.. MASTER SERIES ONE AND TWO STORY MDDELS CETAILS fa;;!: 110/00 & 120/100 Mf'H \.lIt{) ZCf'>ES MUNCY HOMES. INC. 1567 PA ROUTE 442 MUNCY r PA 17756 DRN BY SCALE "-" 7"-' SHT. NO. ., " " I OCTAIL -1 SlOC VIEW CE 5n'I'SCNL51HlllIU 1 V2" EDGE DI1"IENSICHH CD EN;) WALL CClI!tD STU:l9 ~ talHER STLD a:HEcrED TO SIDE WFI..1.. STLDS WITH CZlROl.S1SdN'IELSTo.t. """ STRGGERm ..." a:IltER-flC'ftRT. """"'" SI[E I<ti C3l2x ~ SlUlS wrTH ... fUl.EROD ..." ClI>6 5D"I'SCH l.SlKll!RJCR EDI.A. 5U'Pl.JED RC FIELD INSTR..Lm BY l!IIl.IIl..L:ER ON eEO:NJ FN). TKIJIltl 81\.OS f'ROI'\ a:IHJt. JNSlR.L EEFllIlE CCN::I<ETE I'O.R WITH FlSTllFl"HATEORlmERl-Il..J:lD<COCYItt. N'GL 5DfP FROM Ila1'1l>>\ lP wmt C24) 1&11 SDIl:ER NUL.S CR EDt.R... ~ CY STJI:fI" IS &<<IXED IN aH:IlETE..S'1'RFf'MTlElIENTaE F\.U. C't'a.L. SJiiH'S AlE LOCATED AT EACH EN) WFIJ.. EX'1ERlllR CXBER. EX'l'Eli:JOI: &ERTHItG fOl: tIl..D::Wol ~ 15 SHIPPED UlCl!lE ftR FlEl.D 1NSTIU.Jl11l>/", IIJIlJJ"'- SEE CXlN51'1a.CI'1O NJTES ON 'THE AS ElJILT Fl.OCR Pt.Ftl f"OR SUE fH) """""'" 5O<DUL ~ "'-E l'UnE EM] WFI..1.. PERIl"Dm RFl1L.S OLL """"" ... ::;:;:;=;;;:;=; ;; .... REBfIl: ST /'1IN. LE>GTH ......, SIlE ~~~LJ ""'...- " ==I+'~ " " " " " " " " """"""" CORNFR HOI mOWN OFTRII sa:t...E:l1/2"=1'-o" - FIFIO I OCTAD... -2 "'-E I'lmE SlU. l'UnE """"""'...... """"""" L~..........l1Sl 112" 1116'" FN) SHI..L. IE: Jl"I!EIrED Fl P\tNlN.t\ CY T' IN CQ\CRElE fH) 1S"'IHM:lCI<<J'L1'CT5 Ql~LS1R2I.STRfPTIEOi:Ea.Ft. 5lPf'UED 1M) F1EL.D INSTFU.fIl BY IllJII..lB!: DlTO RIft 8'KI I41H ~ ~ MOlN) sn.L f'l..ATE: AT Sll" oc. R.JH; ltE EX1'tR[[R SIOC \R.L SEE""".. ""'""""......--------.. .,""'...... flIUl""""'-'" '" o.m.JER "'"'''''''''''''' ...... """"""" RIM RRNO TO STI I PL RTE nmOWN OFTRTI - FTFI D EXTFRTOR SIDF Wi'll L - 1 RND 2 STORY SCFLE: NTS I OCTAIL -3 """" "-"'" sn.cs """" FL<XR FlRST FL<XR FlRST "-"'" snDS SHFRR Wi'll I RNO RIM BRND TO RIM RRNO nmOWN OFTRTI 2 STORY UNITS - FIEI D SCA...E 3/04-"=1'-<l" FlRST R.DCR snDS stI'V"SONLSTR18TIESCREl1R.. FRCTa<T lNS7RJ.fD ..,.., FORstEJmIItoG~Cf"FlRST FL..OCR TO 5EaNl FUXR f'fJW'\ETe!: RAJL.5;txIf'fXJlJ:H.5EE~7L.J.. 1lETRIL... ~flJTSIOo.NFlRa.J'fm'T. ~l.STAUIsntfPTJeI OR ECJ.R.... 24" oc.l'lFIX. SLPPUED FN) INStFU...ED BY !l.lIUlERWITHmtodN'ID..S fR:tI fN) a.4l TOTR... ""'" m - ~ CXtNXYlON Of".~ RRILSTOSlLLPl..AlE.SEE CRFlWING 7&...1. DETFIIL 012 OR_3- StERlHING tOT SH:W\l fOl: a..J:RITY. f1Ii: RIJ'\ ElfH) TO SDJ. f'L..R1E "'""'" CXHErnD<. ... CRFlWING 7-...2. CETA!L 002. Q2:-ftRllln9EDlAD1F'CJ.KlA11DN CAll1l..EVERCETAlL..SEI:1:Rf'WDG 7L..2.DErA1L.1lf1. 5D'I"9ONLSTRl81lEStJ1:fII.R.. FRCTa<T INS1lUEl SEE NJTE It2 FSCNE. """"""'...... SHFRR Wi'll L TTFDOWN OFTRIL FTRST FlOOR OF 1 RND 2 STORY ! JNITS 5Cfl..E: 3.I4-"=1'-tr' I OCTAD... ... _L.lI€ 112" DIRa'1" NN.l..CtG BCl.T. 48" oc.. 9..FI"UED FN) fm.D DoI5TR.l.ED BY El.ID..llER """"'''"''"' FlRST """"' I&d TlE-'" . Ui" o.c. BY B.JlI.lEl! 1/Z'OIRx'1"'MIN.t.lJIrG SCLr.96"oc..s..Pf'lJED FKIFIEl.DDCSlR..t.EDBYB.JIlJ:eR FTFI 0 CONNFr-TTON - MOOI JI F TO MOO! JI F - 2 STORY SCR...E11.12"=1'-O" I DETAD... _s M1E L.lI€ 1/2" "'" B:l..T. 4ll" o.c.. lNS7RJ.fD "' o.m.JER FTFI 0 CONNFr:nON - MOOI II F TO MOOI JI F FIRST FlOOR OF 1 RNn 2 STORY UNITS I DETAIL 06 f"aLl.L 'C' /1RTE UN:: """-LEO' SD"I"SCtI LSTR18 SmFP TIES CREJ:ll.R.....24.O'C'~ Sl...f'f'Um IN) lt6TFtifO BY El.lIl.LER WITH rn 1Od!f'lILS EACH Et.[I ll+l 1'OlR. SEttNJ FL<XR FlRST FL<XR 121 ~ LSTRlB STm> TIES CREa.R..SlPPI..JEDFN:l IN5lR..1..m 8Y 8..In.!B wtTH m1Odr-AD...SEFCtt EN) 0.4) TtJTR... NlTE$ 01. - f1R 9-ffm1IN; aN'ECTIO\l rF f'IRST F1..OOR TO 5e:lH) FUXR ~ RFIILS CCNEC'TION. SEE tRFIolIJIG 7L..L. 1lETRIL'" 5tERTHItG N:lT 5to.H ftR a...AtITY. OZ-flJRCIl"'Tll:NLSE:tXlN)1"U:O!: awf1l...EYER OCTRD.... s:E tRFIdM3 7a....2. 1lETRIL... MODI n F TO MOOIJI F r:ONNFCTION RT FNn Wi'll I OFTRTI 2 STORY IJNITS - FTFI 0 SCFLE: 3/4"=1'-Q" 1UllLE" IVlTEL.lI€ """-LE" W SUV'SON L.STFl1e $I1!fP TIE OREa..R...SJ'l"UEl)fN) D8TA.l..m B"1' EIl.at.LER WIlH rn 1Dd l<WLS ER:H EM) 0.4) roTA.. ..,.., FtR~a'"1"ERD"ETER IlRIL9ro5lU.PL.ATE.~ tRAWIN3 1&-1. tETRIL 1I2 OR as. StEATHlfG ~ 5H)loIN FCR a..JR:rTY. MOot)1 F TO MOn!!1 F r:ONNFr:TTON RT FNO Wi'll I OFTRIL FIRST FlOOR OF 1 RNO 2 STORY UNITS - FIELD SCFLE Y4"=1'-{)" STRA' 11E ........,., .., or """""" WIn< IS) 1Dd Nm..S EA:H DC) am TOTFL S1RAP CCN11N.J[TY IS FROI'\ FA:E <<' STlf) TO l.NERSIDE OF F1..OOR..QIST. ~ LSTR24- SlRfP TIE OR .EQ.R... 9lf'f"UED A<C INSTR..LfO fIT f'"R::TORl" WITH (S) UId I<I'Ul.S EA:H EN:IQ!IlTtlllLSl"RW C(N11N..II'1'Y IS FRO"\ fR:E OF 5llD TO LN:ERSICE OF FUXR .DIST. Wind Speed 120 3 SG NOTES 1. f'CRf"AS'I"EHIlIG~Sl"'ECJ'lCA.LTR:J:H:SSEDa-lTHlS StEEl". SEE I"AS1ENItG 9C:HEIJ..l...E FN) FPPl...ICA!l... ..... '"""'" Z. I1FN..FAC11.IlE I-AS il-E Cf'1lCN Of" Sl..BS'JITUTltG tAILS FtlR SIlI"LLS 0'I.l..fiI FCR Dl N'm..lI'C 5Ofi.l.l..L SI2L~fHlI'C:RSl"FICI)GTOEEJNA::C:ORllfK:E wrTH FGErCY ;ro..u-.......,~ ~ El..D\ENT ~ """o.M.......,~ 3. tESIGN CRITERlR FtR 1 STORY fH) CA"E LNITS IS lR5ED ~ R 12112 ROCF PrrOt lE5IGN aaTDm'l f1R A Z 51lRr l.NIT IS ERED a-l A ...~~tygtzct.EISFl"l"l.It:FB.TO: TlE: COl.N1lES Of" flIiD<<.lEW TCRt;; fN)1m:l'I"(Nl ~1D<CCl.HTTCITIEs: I"D.NT VEKtQt. IEW ROCt'El..l.E RYE fH) ~ ~cwm"""'" EASOESTER. I-AlRISCN. ~ tanH CASTLE. f'EI..HV'\. f"OLN) RIDGE. RYE IN) SCl'RSOFIL. ~ cwm VIUJ<ES f!RCI<<\ID..LE.H:RRlS:IN.~.~ f"EI...J'M. f'El..K'f\ /"ItG. PORT OESTER. nE ERr.OK. """""'>H>"-"""X. S.12OI1lXI1'I"HWIN)~1SFI'f'l..1CFB..ETO: TlE: aumES IF flRlSA./ FN:l 9l.Ff'Cl.K. 6. CES1GNS fa:: EASED ON EXPOSlJlE C. 7. WlNJCWS IN am...nDGS ua:lTED IN WINlBORI\E l:O!JRIS IlEGItNS &R..L l-RIIE Q..AZED OPENINGS PROTECTED FRO'1. nE ~OEIRIS CHSITE BYil-E B..DI..llER. FU.t'IAlEItIA..S5tft..LfEBEI!ll.I'f't..lmBYltE~ cotW"'I..lA<<% 5'R..1..!E!IT TK 1'll..J...[l.oI!"CMD5: ~ SJtRK !HJtl'fRS .IETDG T1-E IlEDJIREI'ENTS OF FlSTHEl!l96fKlAST/'lElBllSD6TR..l.fDJNFlCCCRl:lFfCE WITHl"<FNEFlCTlIRED6TFI..lAl1DH~ e- FllZtCY RATED IOJO STRl.CTlRR... l"JHl..S WITH R I'UND"IlJI\ 1lilCIO'E3S CF7118"fN) A /'\AXlI'tI'\ ~ CF 8FEETSI-A...1..BEf'ERfl\ITTEDFCRIJ'ENDCPRlJ1EC1'Il:J4 1NO\EfN)1l<<)STOfl'l'6..l.DDGSWITHR~ROCf" tEIIlHTIF39FEETIJi:LESS.PFIEl...SstR..1..BEPREOJT lOCXJ\/EX1lEGl..RZEDCI'ENlNjSwrtH~ ~1'flO'oII[5J.RT'TFlCl'fENT9'A.Lee:WITl1 -Sx2V2"/'UN.WXlOSCli!EWSRTS"OJ:.fItClH)PfHl.. I'EJl:IIOE1ERCR 4 x 21/2" ruN.. WOlD SCREWS RT 12' OJ:. AIU.N) FWEL PERUETER. C-~ff'I'RlNEDB'r1lELOCFLEIl..IItlIltGCFT'1CIl'L a:E ~ Il:S:lL2.U FNl.TFIlt.E RSI1.2.1.2. L WIN) EICRIE DEEIRIS REGICNi ~ AlDIS WITHIN tuiRlCANE~ IlEGIXlNS WITHIN eN:: tULE CF TI-E CCFlSTFL I"ERN twi \JATER UtE loI-EJE TI-E BASIC WIN) :rEED IS l1nf!D /'PH OR GI1DfJBl: OR WD:E il-E BASIC WDI) llPEEO 1$ EIlR.."1O CR GIlERlD: ~ 12IVUIO N'H. SEE TIlLE R3D12.13. !l.CONST1tl.CTlONDESlD\IIS1N~WITH ~ tESlGNL.CI'IX!l f'DRB.m.J]IlGS At) 0't1-ER snu:::1Ul:ES'" lRSCE 7l fH) W'l:I'\. 1D. EJCTERD:R WDIJOWS fK) lXlClf$ SIR..L EE re5IGta) 10 IlE3l5T nE: EES1GIN WIN) UR)S SI'ECU'lED 1N TAel.E It5JL2IZl FIl.USTED FlR tDGHT fM) EXf'O&JllE f'ER -......... f'OR ~ IE5IGN woo I'RES!UiE Ate) /"tlNIJ't.t\ fR1A ~ ~ SEE NJ1E -m. bIR4N> 7L.1. 1L S11R" TIE SIZE IS BASED ON M SIl..1. f'l.ATE lEIN'> W20S.Io.tENSIll.f'l..RTEISI2l2lc6.5'mWTIE I!ItR..L EE A srN'SON l..SJFl24.. F Ttt:: 5D...1..151ZE ISIDJ'F'ERENT. FNJTlaSlJiH'lS) Of::~9'R.LEEU5ED. TtE S1JR> Of:: aNECTJDN Lf"UFT CFf"fCITT &R..L EETtEaJJ1VFl..fNrCFA5L'V'5CJ<(L3T'A1ZlDlLBl. 12. FOR FDXTIlJA.. CCNEr:T1DN [El'R[LS.. SEE """""',..... S"A:ERESERYEDFORMlE:WYOIlI(5TA"'f'OFff'F'RClVFL MRSTER SERIES ONE AND TWO STORY MODELS DETAILS F~ 110190 & 120/100 MPH woo zct.ES SHT. NO. 7--.2 ~ " ~ , i N '- N ill r-\ , '. ~ ~ ;..-- 11 j;- -1 ~ :S - . . GROUND SNOW LORD ~ Pg= 85 pST FOR ON SITE FRSTENlN"G SEE TYPICAL CONSTRUCTION DETAILS. SliT - 71 AND SETUF' MANIJAL CONT. ~ VENT FCR ~T1CN CETAn....s. SEE OETAlLS -1 I'N) .2, SHT 71 A. "'" '=" ~c Sa.: Hs.1fA&c\ = \ ~~ u., ---;:~.~~ ~." /' /ir~~ . FCRT1aJS5OCSIGNr:R~ / ..." ~ "'>OF,"""""" Y-SEE ~__~_,_ "I """'" I:l-e:~ -_.::::::~:::::: :==~~~~ l./Z"ORS/B"G'l'P.BJ. FOROVERl'f'H;rn:TAlL5.- sa:~An..5""ANOoS. "'" CATH.TRUSSICl"TJ CONr. Ta" f'lflTE(5l !SEE KITE 21 DETRIL "R" " , 2:>- G:, ?ff': i(O<'\ e:;>~ ( 1/2">d 11'2" COIfr. EELT IMJt... Fl.L EIEF'R1I'G WAlLS ((PT J ~ . 1/2"):3 I.I2" CCJ>IT. aELT RRIL.'A!..L1'IEI'lIIDlG UAU..StOf'TJ 2x3 (R z.-oj. II 24- o.c (R 16" O.c. srrStfT3eF~~.~,O.c.SPR::lN; a>rr.""'-' B1JTTOr\PLFlTE 2 LA'rERSCFRIGIOftR"oDiSU..J'lTItW ~ _n.sn:u..m I'IA'Y BE 5UBSTI11JTfO: FIE BRTT IN5lLRTlCN "-~.DlST SEE Sl'iT 3~ f'Ol;! SIZE.. GRA:l:E Ii. o.c. S"RON3 Z":b~ tb\;~oC::- rr:.>.;.:J~ '30::- DET R>l "6' i&l..\e:;'>-c'-: ) '2.1'? ~"'z ~"i :... '\ fLlXlR: SHEATHING SEE SHT 3c 2>c6SPFrS:1-ZOREOlA...IIWo.c.OR2oj.-O.c. l/2"ORS/B"l>Jf'.BO. ctNT. 1/2" OR 5.1B"xl-1.I'2" ""'''''''' CCNT. TCf' r"LFITaSI ISEEtoOTE2l "'....= SEE SliT 3c I'lJR """"""""" ="""'" ~l/Z"COHT.fELT RAIl...R..l..EEl'fai'G """-5""'" ~ 1:- . zX,,\- Sf';" ~ Ie.. ~ oc.- ~'1 ~<:.) -z..~ i lO-l CC- DETRlL "0" "'""""""""'" "\ s&" SliT 3c ~.DlST = """''''''c' !i"EOES.. GRflE Ii. o.c. N(; ~~.a l5lMVlBERS """"'" SEE All' \~? ,~ " SEE StiT +0. Ft:IR nu..a:;TII>>I OCTFIILS Ii. SPECS. ,~~ TYP. CROSS SFCTION SCI=LE: 1/2"""1'-0" INSU..R,.ON ../VB. TO 1.1 "'- (G) M.E:MtEP.5 """" SHT 4c Fa::< FOlNJRTlal D::TAILS 01. S!'::CS. TYP L----! SCRLE: l/?':=1'-O" --------------------~~_.,.__.._~----- -------- ----------- FIELD 'WORK SI1'\P5O f'P.STD.ED TO SIOEr:JFSECONOSTCRTJOlSTl./ITHt -l31.xl1/Z"tf'lrLS FNJTOTHE:S1OEacn-e:FJJ:SiST CEll..INGf'~ RAILl../TTtI14J ~d NAIl.S~SITE.BT P SCALE: 1/2":=1'--0" ",,-up , c'i ?c...) CXNLl/Z'llRS/I!". ll/2"OEISTRIP CTl'f'. AT aRG. 5LM'tRTSJ- ll/Z"x12"'.3Jl!'I-\.IITH ~~~ ~~ STW'LES DETATI "R" SCALE: 1 1/2":=1'-0'" "7(l.1O ""'1'3<:. l~.30se.l.IITH ~~~oLSTFf"LES C(NI'.3" DB SllW' Ol/I.EDGI'Y: lOPD ""'''''' S 16d TOE'*UUD 1110 o.c..err l5l1II.DER -= "',.,"""" 2:01- CONT. 2xlOl'UN.RAD..S 1/2" DIlhT M1N. LONG Ba..TI!IlWo..c... 1NSTJOLI1l) BY BUIl..DER CGlT.3"ClI5TRll" 1 l./Z'xlZ". 30 !I".\.II'Il--I tSl71"l6"d 1/2"><16"" STFPlES E.'101!:B>1I4-1l"O.c_ DFTAIl "R" SCALE: 1 1/2"=1'-[1" 1 l/Z"x12". 30 go.. \.lITH t5J 7/lE><1 1/7d6 9"- STA""Ll::S EFO--lLEGII'S"o.C. DFTAIL 'T)" SCR'_E: 1 1/2"'=1'-0" DETRTI "C" SCALE: 1 1/2"=1'-0" cottr.3"-.nr:E: (lEI STiW' 1.1/ L.EIlGER tCF'TJ '" """""'-ED lIu:;-o.c..err~ ""''''UNG """"" LCllJ5E: f'Ol;! UIIS AREA ""'" _"-VmON "'<><ns.~ ''''''''-'B> CONT. 3" DB STIUP c::ED'RLflPllRVDm.. l.A" SIDING OVER SHTG. OR S/~ Tl-U SHfti/SIDlNG 0IRECTL'l" TO STI.DS DB'_ EXT. P:RlM. -~, ,"--BOTTO/'l RrnJ OC SIDINl>lt-IST.<IUED BT BUILD-~ '_ 16<1 Ta::~lED "l6"o.t:..3Y8'JILD:::7 nFTRTI "F" SCALE: 1 1/2"'=1'-(;' DRTRB'lSE~ 07\.7f Wind Speed 12:0 3SG tillIE5. L Nl'mJF:RL AT'Tll:: VEN11l.J'lTION OCSIi>N MEETS OR EXCEEDS R..L WPUOla..E COOES. 2. ~~, tm: ~~se3~TE~ ~ 't FOR F~ NOT ~Y ~~ONTHlS5l1EET5a::F~ ~. INn Fl:R lNTS LOCRTED IN SEISMIC tESICN CA'TEGCJRY-m---/'VV"n€RE:-rs-1l-t:FNTU-"'V[X.-FKj -Tti!': RL"'I.JOI5TSFlRESf"...lCED.nt::RIl'\~5l--R..LEE Sf"LICEDl.lSlt<<>AGR..~I'IETFLTIENOTLESS TI1Frll ll.IlSIl lNOi c.e GAl ANJ 1 1/2" WIOC.f"R.S"TDaJ l.lrTlit6l16dI'lFlILSCN~SIDEOFTtEse..JCE OR Po BLCJCXCFTt-E Sl'I."I( SIZEflSnERIM.QIST CF SlFFICIENT LEKm--\ TO m SEClRELY IEnJEEN THE .JOIST SPACE AT UHIOi 1t-E $PUCE o::t:lR5 FRSTENED \.lITH (8J 16cl tWLS ON EJ:O-! SIDE: OF "<e 5PUCE APf'ROVAl.LlMlTEDTO FACTORYB~TPOR11ott SJ"R:ERE5EIi!:\lEDrt2THE:I'E\lYORX:STRMPO!'Fll"'f'ROVRL 1 ~ \ ~ o c' , i~ o~ l:=z~~ i~~~i ~~Z;.~ !-o>-"-- ~8!~ w ~> c ~ 0 ;;: ~ . . -.: 0 ~ . 0 " ;;; E e ~ '0 ~ . ~ . . ~ . ~ ~ i I ~ . "" .. -=:. " i!! '" ca "t:I O'ii ::iJe =1D2o. = ii Q,Q. I::. _ c.- eD 0. CIII'ii ~lDcac: CD:$.!:O == -E "6 'i i~ ~ 1: "2-8, OS::!l.lD ~ CD.5 .\11 'ii "''' ;-~ c: .c '0 c:: j 18h : ID ~ .-> ~ ~ E SO , 'CO ;g-;--:-Q) -~ "D-~~= -a~~lL.. l!1'~ ~.. ~ ~Z~-o-rDij:J2 " g ~ . o ;; " ~ ," .2 :S c ~ c- !2 I < ~~ " ~. ,m~- a. ~'" ~gil~ """"'~~ ~ ~ rJj~~~~~ ~ .f !.' ,"'\RSTER TWO STOK, ! SERIE.s~ MOD:::LS ~ CROSS S~CIION MUNCY HOMES. INC. 1557 PA ROUTE 4-42 MUNCY I PR 17756 lORN 8Y I ERST, p.o, BOX 246 REV. b..- NO pnl. u. I 7f llJ-l-ZOU2 -"_I __,--.:5 -. '. . NOTES FIELD CCN\ECTIONS: 01 - SEE DRAWING 7e.....1, OCTAD....(5) _1 ~ ale. L FCR S1D. CROSS 5ECTICtol f'N) OCTRILS. SEE DWG. 7'. Wind Speed 120 3 sa FACTORY CCJt.I'€CTIONS: 01 - sno TO PERI/"\ETER RAn...S Rf'.D ...orsr - SEE DRAWIN:i 7~ DETffiL as FID.D c:oNr€CTICNS: 01 - SECOND FLOOR JOIST TO f'IRST FLOOR PERIMETER RAILS - SEE DRRWIN3 7t1-2r DETRn... as FIELD cotf'ECTIONs: 01 - FCR Kr-EEWR..L TO ~POST ~CllQN.. SEE ORRWING 7e-L DETRD... -10. 12 "71 FOCTOR'I' .~~ - SEE I'>EW YORK fRCTClRY CONNECTION S01E[).;LE: 01 - fCLDThG O~ - SEE ITEM. c. 02 - TRUSS TO snn OR TOP PLATES - SEE ITEM. 0 ~ ITEM E ~ ITEM. F, FL50 SEE ~ 7a-L OCTAn... .s. 03 - \oIfJL__IO.,~.eU~.:rES_- SEE ITEM G. 04- - EXTERICR CI:lRt<ER 5TW CONSlRt..C1'1CI - SEE ITEM J. FLSO SEE ORAWII-G 7L2 DETAIl.. _1. DS - VERY TOP PLATE TO TCP PLATE - SEE ITEM K. 00 - TIP PLATE TO STlJ) - SEE ITEM K. FIELD ct>KCTIONS: 01 - Fa..DIN:;; OVERI-FN:;S - SEE DRRWIN:; 7aJ, DETFlIL -.. FACTORT -CCNa:TIONS: 0:1 - EXTERICR st-ERTHIt-G ccnECTION.. SEE CON5TRI.X:TION NJTES ON nE AS EIJD... T F1..OCR Fl...FI'l FIELD C<>tECTl(J<S 01 - EXl'ERIC:lR ~ c:::ct+ECTION. SEE CCl'5TRlC~ NOTES ON TtE AS ElJILT F1..OCR PLfI'{ FeR SIZE 1ft) fASTENIr-G '5O-EDU....E. SEE IJRAIoIIt.G 7LLOETRD.. tt1.. FR::TORY ~ - SEE I'EW YORK FA::TCRY ~ 5CI'ElX.LE: 01 - - WA..L TO Tl:P PLATES - SEE ITEI'\ G. 02 - EX'TERltR.CCRJIER STlD ~ - SEE ITEM J.. FLSO SEE - DRfIoIItoG 7e...2, DETAIl.. a1. 03 - VERY 'TOP 'PLRTE TO TCP PLATE - SEE ITEM K. Q4. - TOP Pl..fl,TETO 5TU) - SEE ITEM K. 05-BOTTC/I'\f'L.ATETO~-5EEITE/'\K. 00 - WFt.L TO FUXIR: CR CEILIN; RIM. BFN) - SEE ITEM H. FLSO SEE ,rRRWIN:; 70-2. r:ETRIL.. _3- FIELD C<>tECTl(J<S 01 - 5ECCN) FLOOR PE.RIME'TER BFKJS TO FIRST FLOCR PERIMETER: BFNJS - SEE [RRWI1'GS 7L2. OCTAD...S _3 fN) -S. 7a.....L I:ETAIL as.. D2 - SECtN) FL.alR: EN) WA..L I"lD.LE TO MCCU....E - SEE DRAWING 7e...2, DETRIL... 116. FFCTORT COOI>ECTICNS 01 - EXTERICR Sf-ERTHIN:i ~ SEE ~ NJTES ON ltE AS BUD...T F1....OClR: f'l..FIIl FIELD C<>tECTl(J<S ED. - EXTERICR st-ERlliIIG CCNoIECTICN. SEE CONSlRI..CTION NOTES ON ltE RSBUD.... T FUXIR: _ PLJIoI FCR SIZE fN) fA51"ENIttG 5a-EIX.L.E. SEE CRAWING 7e..2 DETRIL aL - FIELD C<N<ECTIONS D1 - 5ECCK) ~ I'VDlI..E TO 1'\COJ..E ~ - SEE ~ 7a...2 l:ETRIL a4. , I FIELD ~CTID6 I m - F1R5T FLClCIR MCDLL.E TO MOCU...E c:cN-ECTICN - SEE ~ 7a...2., DETRIL .s. SPFCE RESERVED F'CIR 1I-E tel YClIa: sn:r,p (F FPPR:DIIl'L FOCTORY CXtf'E~ - SEE /'IEW YORK FR:TORT ~ sctED...I....E: 01 - EXTERICR CCJRta SlUJ ctN5TRI.X:TIa'\I - SEE rrEI'\ J, FI...5O SEE 0RAWIN3: 7L.2. OCTAD... at 02 - BOTTOM PL.RTE TOFLCIClR - SEE IlEM K. 03 - WFl.L TO f"LlXR RIM. BfN) - SEE ITEM H. FLSO SEE ORAWIM; 7L.2. tETRIL -3- 04 - F'LlXR CCN3TRI.J:'T1(H - SEE ITEM. M.. FIELD C<>tECTl(J<S m - FIRST FLCIClR EN) WR...L MCClU...E TO MtXU..E - SEE CRRWING 7L2 tETAIL..-s. 02 -R[I1.ElFN)TO SD.l.Pl..RTE ~ - SEE~ 7LL DETAIL _3 fN) AS BUILT Fa.NJRT'llJI4 m:JWING. 03 - RIM EBIl TO SD.l. PlATE 1"IEI:lCM'o/ C(N.E[;TD)N - SEE 0RAWItG 7L..Z. DETRD... q FNJ ~ I:RRWIIG. [).4. - EJ<<) WFl.L ~ ta...OClOWN - SEE DRAWIN:; 7e.....2, OCTAD.... et1 FN) AS Bl.m... T FCJLH)R~ CRRWIJIG FOR LOCATICNS. 05 - FHKlR BCL TS SEE AS BUD....T FO.N:lATItJII DRAwn.G , MASTER SERIES IWV 101<:: ;:):I~ - i2ii/JJJU MPH WIND ZONE LOAD PRTH REriERENCE CROSS SECTION ~~ REH -', '( .. DETRIL DETRIL TI DETAIl "r" FTF! 0 SCAlE: 1":=!'-{l" 90R12 DETRIL ''P'r O P - 85 psf GROUND SNOW LOA - g_ RL T. DETF.lIL "R" DETAIL DFTATL "R" SCALE: l":l~-'-CT nm________m_~~~~~~:~ ~i_ L~ ISCO't.i:s8l AS A NON-l-I'lBITAElLE 5F'A~ ('J&"~~ l'HstulUON..~ ~_n:ECiRIo:L ~-~~ARE-TO EE~ CI\I$ITE,-BYBllD...DERIN~ 5TA1E: FN:Vt:lR LOCl'l....o:m;s. . - - PIT01/"IEETIHG Fa<: t'l'r'S. tFM~,: ~~ RTTlC Sf'>a: ~~PRYI-~~~ ~~TR..LIDDI~ \oIITHNfl"R13O. . _ el?~~2 Slf'1P'S(WRST-:3sren.F~SW ~~~~~ W'IJ'HGI.13:t" Kl~~ lNTOTI-ESIDE~~1Dd ~1NT~fRX~J:E ~5TUllCJ./......,,- """-"'" WORK 1Fi1IJSS CROSS 6CRLf; 1/2"=1.'-(1" SFCTION am1Dd~~lJS ~~B'1'BUl!..J:Ei<: se:: NIltr ~... FOIi: J:;..1'ERNATf: FRSTENlHG -=~ OFTRTI "I" FIFI D WORK SCA!...E: 1"-1'-0" DFTRJI ",j" ScRt..E; 1""'=1'-()'" 9/17 O~ 1 ~ I u I u rO::.,.'l!'...J ~. J I ~ TRUc;.s I FIELD WORK w,.~~ "~ RL T. DfTFHI "R" sCfiLE: l"""r--cr 4~rr ~r~TR1JS5~ DfTRII "K" SCALE: 1""'1'-0- "'''"'' COVE?-ED FA50A DETAIL "J'~n ~ ,-) I FIELDWORK I ~ ~""'.~= ""-,,,-roe . "" vz>r "" Ttf> RO;./ IY ...;r """''''"-'''-''''' lDd NI'lIl... DtRttT TO S11JO "'''"''''''' RLT. DETRT! "H" FTFt [) WORK SCALE: l'"""l'-{)"' i Ir I RTL I -' Tp ~\~_.::-;::1TI '" /' ""'-Z~ ATI "H" NFLD WORK / L T DFT _. '" . ?F;' r" ?R' WlTJ ~\. SCFl...E: r-l'-(l" -.. - ~. ~~ .n-.r...~,,-~ DF!RI~ J M<:IP;?T':>::;F W I I "', 0- . - "--"01 """'..:.....-..- oo;,FB'1SEN.=M': G1',70 NOTFS ~ ATTIC \IEN'l1l..AJW1~ rers L OR D:CEroS FU.. Fr'fU 00 t-()T Rt.lGN ::2. \.Jl-ENCLG....JO!STS~~Pl...A1E15REDD. \'//STl.CS;..ADa... T =.. FOR~~~'5'EE"+p~ ~~.,,- CF-c:a.i..fRna: ....FI..-~~1ml1(4-).l{ld_~ ~~GF80:-~~ro ~6B!I~90RO'l.25-+CN ;TIE >IT """-= APPROVAL~ FACTORY ~T .ocr U3I! , FOR T1-E NE'>J m<:K STfWCF R"!"ROVPL! 5I"Fr.:.'::FtES::RYED I ,J , ~ '" '-- " ".it. . "; 'I' . . '''v ' li ))d c -".- \ ~-~~~ ~ l' '0_' -< ;;: '-'=-; -- \1) '1 ~ "~ '\ ~~ ~ -;;~-; --= ~ ii ~~~~o~ ~ i f. - ~ ~ - , ~ I _ ~ \- f'AtASTER SERIES ?LL MO:l:::LS O~T_ ~OOF CROSS S:::::CTIClNS ,.....UNCY HOMES, INC. -.-,c-- SOX 24-5 P~ '?OlITE 4-4-2 0:..""'-> I, P.O. 1557 "h PFI 17755 DATE I SC::::lLE 3-22-31 I SrlC".JN I ."'1UNC'f, lORN ::r'f I I ".Jc I I REV. ~HT. NO )10-1-20021 79 Wind Speed 120 3 SG . ~ ;;; " ~ E ~ .. ~ g ;; . ~ ;: ~ ., ~ . ~ .. ;; . ~ 3 . j ! 1::_ (:) 'Ci 0 = -C'iije ::~o.. ==1:.~i" E -! i"1i !.lDlDC .- --5:58 : 5 s.c:S '~Uio~~8 ''',.\- !! i:-ilD ~ 0 ~.B_.S '; -:8'~"C5G!S 1. ~_~ g e ~. - -"2.8 =-i >. x.", 110;; i O'~'~.9o ">-~~8l ~ ~~l~~$ o uJ.92 ~__&.~ ~ I- ~"O rt)...... ;;; u ~ ~ c ~ 3 , ~ , .. , . FACTORY CONNECTIONS - SEE NEW YORK FACTORY c::r.NNECTION SCt-IEIXJLE: 01 - ~ OVERf-R'.GS - SEE ITEM C- O2 - TRUSS TO 5TLO CR TCP PLATES - SEE ITEM 0 OR ITEM E OR ITEM F... ALSO SEE OOAWIN:; 7e.-L OCTFIIL #S. 03 - WR...L. TO TOP FlRTES - SEE rrE.M G. 04 - EX)'EgI1:R, .c.GNJL51LD..COOSTRl..CT1CJI',l - SEE ITEM J, "Fi.sQ'sEE: ClRA\.ID'>G 7a.2 OCTAIL -L OS - VERY reF' .PLATE TO Tef' PLATE - SEE ITEM K. 00 - TOP Pl....FlTE TO SlUD - SEE ITEM. K. F1ELD CON>ECTIONS: 01 - FnDING 0VERl-'tI=NGS - SEE !:RA\.IIJ'.G 7e.......1.. DETAIL 0+. FIELD cot+ECTIONS: 01 - SEE ~WING 7c.....1, DETRD- "'" tW- \.lITH I2lSd 1'tf:lILSEFCtl~ ------------------------------------ _n__h___________ -~-oiIAtm-i5-~.WtDI RTTD:: I'RERISUSEDRSAN:::N+RIITF8.f;SPR:E. ~ FtR .N\'S.. tIMNG A 12112 ROCF PITat ~ ~-OO'lNrT1l:Jt-CF R tRmlB..E ATTIC Sf'F(:E fKl R THIRD ~~ IlUIl..DIlG 9-A.J.. BE EDJJf'f'ED n<<cUlHVf WITH FN -f:lITOf1A11C Sf'RD<<LfRSYSTD\INSTfLl.IDIN~ WITlflfl'Rm ~F1ELDroIECTIONS: I D1 - FOR I'\COl.l...E TO MClCU.E ~SEE CRAWING 7a.......1.. CETAIL #7. F1ELD CON>ECTIONS: 01 - FOR t::J'EEWFLL TO ..IJIST CONNECTIoN.. SEE -CRRWIN:; 7a.......1, OCTFUl... 111Ft e1//1/ ~OOF SYSTFMS F1El..D CO/IIIEcnas 01 - SEE DRAWING OCTAIL _18. I FFCTOR'r aNiECTIONS - SEE NEW YCB fACTORY c.ot+ECTICX'>I SOiEIX.LE: I 01 - Fa...DIN:; D\IERI-RIIGS - SEE ITEM C. 02,-_:rR!Js~u"D.SJU)OO-T!P PlATES - SEE I1d'1 0 OR .lIEi'\. l:;. OR ~ ITEM F, ALSO SEE DRAWIN3 7lL.1... DETAIL. CS. 03 - Wl=l.L TO Tep PLATES - SEE ITEM. G. l)4. - EXTERIOR CClRt€R: SilO CONSTRt..K:TION - SEE ITEM J, ALSO SEE I:RRWING 7u, DETAIL #L os - VERY TOP PLATE TO TCF PLATE - SEE ITEM K. os - TOF' PLATE TO STUJ - SEE ITEM K. I I FTCLD CONNE:CTIONS: I 01 - FOlDING OVERHr:lNGS - SEE DRAWING 7L1, Dc.iRTI.. C4. 5/1/ OR 7/1/ OPTIONAl 5TORAGF TRUSS DATFI9RS:::~ 07\.7Q.....12O NOTFS L~~rETFIIl.S.5EE~79FN:1 IRFWOO 7 J- OCTR!L a3. Wind Speed 120 :3 SG 9"'R:E RESEJNEO FtR Tl-E ~ 'l'l:Rl( 5TR'1P CF R"F'ROVR... MRSTER SERIES SECTION MJL ~HT. NO. 7g.J20 . .. . 'C (3J1J)dN'UL..S.16"o.c..ONS1TE~TO~ 1 ..... INJO ............. 2x+ c:a...1.fR TIE EnDW ~ Pl..RTE T'YIN3 TtF' CtDlD5 tF 1J;USS 5fR.L fIT 1"IQ1T RGRINST 9"R\l FROM FROtO" I1lXl.LE TO CQ.l.JIl: TIE 5tR..L.. II:: FRS1!tED WITH lR.ED.R..ATEAO-IEN)TOlRLISSTtf' COll.JlR TIE c::c:He::TIDN IS MOmRY FOR JHDE l5OM)-UQI9O;-12Ol1IlO-1'f'H \mCl' 2DtES. Iii aNT. RlDGE VENT. SEE /,()TE -t 2;c4. SPf" e3 CR Ea.FL ... ,.. 1LldN'm.S.1Z"QC.f'L.ATETOf'L.ATE l.A'TER:fL IJI1:A::IJG TO EE Ea.A.LY SPACED. FlTTFCH WIlli CZI 8d tf:lD..S (T2.ISS I"IIJ<<.. SEE DEmIl.. ~ f'RE-I'IFN.I'A:1lIi WOCD lRLISS lBY011-ERSlRT16'".1U"CRU'QC. SEE ;:or~.1U'IIJ.U1'6 ~ FtR mJSS lESIGN """""'" 12 .~ _ I.LCR.,1 TYPII:R..2lc!lCR~~WlU.. TYPTr.AI nN STTF FASTFNTNC; nFTATI S SCR..E:3Ir=1'-ll'" ~/1? nl? 7/" nFTATI tt"=i I FIELD WORK I FOR nE: _ GfB...E 0'0'ERtAG EL.!XX TO RA:E COfINXT1DH OR GRB...E CMIitRG INSItE RA:E TO TRUSS CXNoEC:rIl:Jt. "" FRSTENING 5ClEIUL SEE SET-I.P JNSUU:lll:NS; FOIl: EXTERIOR stFFIT. FAS:IR.J-RAILfMltRlf'EOOETOO\IERI'fM'3SSITEw:B:. (N'l' ,FNJ ~ DYEJ;HN; IS lD'<<Tm 10 12'" ~ IN 11DI9Q. l2llI1OO Mf'H WIN) zctES ~~'EJ""'" mJSS ~ eaRL 7 ~ ~ iI EBlLfln '-Tn". Fl.JP' SECTJJ:N ~ OIDGE b6 3"F -zI-.t (Ii: Ea.R.. GfB.L ~ ILOCX5 AT 24" o.c. I1AX. =~~~~A~fiIJ~, NJID RIXF 5IEA"JHItIG IS CONTlNXlJS FROf'!. TIaJSSES TO ENJ [F 0\/ERl'RIG. TYPTr.AI FK'nNT OR I?F,qJ? t';l=lRI F nVFR'HAN(:;; nPTTnN nFTATI sa:t.E:V4-""'l'-lJ" r IaDGE van-. SEE toTE Ill. " " " " " I " !I " " " " !I " T fn"r-- I'"\=> TlI e, SCRLE:: 3/8''=1'-0'' SINGI F ROX FXTFNSTON SCRE: l/Z'=l'-o~ F'L.RTE TO PlATE CSITEI COOTIN..O..5 umRFL ER:FCJN> TO BE Ell.R.l..:r 5l"R:m.RT'Tl'01WI1t1(2) 8d/ol'lIlS flRUSS HIN:lE. SEE 0CTRIl. 116 12 ::::::::-l''''' 1HStl:AT'ICN"fR"F1.E: """"'- FOR'24' fN) 2S' WlI:E __1lETRlLS. SEE-OETRlLI>4-. FOR 28' WI[E lMT _"'""'-S. """"""-oS. tl<Twm< nPTTnNAI nF"FSF'T ROOF ~TTF FASTFNTNf.; IlFTAT! S - S/1? OR 7/1' """'".,.,.... nFTATl .-=i FlEIERGUlSCRSEl.FSER...JM;SIiDQ.E.. TYPE lS,FEl...T WITH 18" ovaa.J.1" OR w$5Il"f'l..D[5HDG..f:l.N:ERl..RYJ"o OR:ED.R...3&"wn:E.fI\IlCE~ 1l-RT CCNSlSTS 'CF AT LERST [2l-1..ATERS OF- lHEJa..m1'lENT CEMENTED TJ:J;EllER (Ie tF A 5ELF-fD'ERltG PO...Yl"ER /'ICDIflEI) BrT\.I'1EN stEET.SIA.L fIE LSED IN L.JElJ OF~LNEJa..AYI'\fNTFN)5tA..l.. EXTOl) FJiD\ 1tE EVE'S - EDGE TO A ~ ~J:E"'CF";!'W ..1\'k..l CONT. 1/2" OR: 5I8"x 11/2"C8~ ITYf'_ RT eRG. 5l.J'f'tRT'5) I FIELD WORK I oe ST2IP TO f'ROVI[E FIIR SPFCE FIR ATTIC VENTlI..RTIa't SllI'FIT "-"""-""""""" L 10d Nm.. DIRECT TO SJlI) BY IIJIUlER TtP RCW l:F' SIDIN; """"-'" BY IIJIUlER FOI nTNG OVFRHANG FnFl n WORK SCR...E:ll/Z"=l'-D" FlELD ~ CF !.1loF-R ROCF-"TO 1fidN=lE1.S.8"o.c.21DJS~ nR:ll.Qi RIDGE BOFRD TO SICE\.A..L " SElXHl STtRY "NPID'L TlMS<S 2lc3 II 2+- OR 15" o.c. P<D&U. <>em<DG '"'......~ "C" =-"" .=-./ I \ FI OllR r.FTI TNG RSSFM~ (TWO STORY UNTTS) \ OPTTONAI OFFSFT (TWO STORY [JNTTS) s:::ALE: 1/Z'"=t'--Q" o,<rrF'6'lSE~"E ""71 "OG ~v.; CoM tJ) "0 =0 .- <N ~.... 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